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Home My WebLink AboutWQ0042699_More Information (Received)_20211022WithersRavenel .. Our People. Your Success. October 22, 2021 NCDEQ Division of Water Resources 512 North Salisbury Street Raleigh, NC 27699 RE: Carolina Springs Phase 1 Sub Phases 1-5 Reclaimed 1st Review Comments NCDEQ Project No. WQ0042699 WR Project No. 02190372.20 To whom it may concern, We are writing this letter in response to comments dated October 14, 2021. Each of the comments are repeated below, followed by our response. Property Ownership Documentation 1. Since the permittee (Town of Holly Springs) is not the owner (Lennar Carolinas LLC) of the land, where the reclaimed water lines will be located, an easement specifically indicating the intended use of the property and meeting the requirements of the 15A NCAC 02L .0107(f) would be required, which was not included in the submission. Please provide the easement filed with the County Register of Deeds. As an alternative, the permit can be issued with a construction only condition, considering the owner's certification in the submission. A minor modification request shall be submitted along with the easement before the permit can be updated to construction and operation. RESPONSE: The Town of Holly Springs would like to proceed with the "construction only condition" permit. Engineering Plans 1. Plans shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY, NOT FOR CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the plans may be labeled with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION. As per this requirement please remove the phrase "Preliminary - Not approved for construction" for all sheets. RESPONSE: The plans now have the preliminary stamp removed. 2. Please depict minimum separation distances between utilities required by 15A NCAC 02U.0403(h), (i), and 15A NCAC 02T .0305). RESPONSE: These are depicted in the plan/profile sheets. 3. Please depict labeling and color -coding requirements per 15A NCAC 02U .0403. or any reclaimed water signages or posts. RESPONSE: This is shown on C8.4. 115 MacKenan Drive 1 Cary, NC 27511 t: 919.469.3340 1 f: 919.467.6008 1 www.withersravenel.com 1 License No. C-0832 Asheville 1 Cary 1 Greensboro 1 Pittsboro 1 Raleigh 1 Wilmington la. WithersRavenel .. Our People. Your Success. Please let me know if you have any additional questions or concerns about the submittal. Sincerely, WithersRavenel Debbi Ferm, P.E. Project Manager Carolina Springs Phase 1 Comment Response Letter WR Project No. 02190372.20 October 20, 2021 Page 12 DocuSign Envelope ID: D4025286-8E94-4AFA-AF21-77B4286043AE \19\19-0370\190372.10—lennar— caroling springs master plan \CAD\drawing sets\cds — phase 1-5 subdivision plan \C0.0 Cover.dwg— Tuesday, June 8, 2021 5:02:06 PM — PIATEK NUNEZ, ZENON NOTES: 1. OFFSITE GREENWAY CONNECTION TO 12 OAKS GREENWAY TO BE COMPLETED NOT LATER THAN THREE YEARS FOLLOWING FIRST CERTIFICATE OF OCCUPANCY. 2. FEES -IN -LIEU OF PARK LAND DEDICATION SHALL BE PAID IN ACCORDANCE WITH THE RATES AND TERMS OF TABLE 1 OF THE INFRASTRUCTURE REIMBURSEMENT AGREEMENT (IRA) EXECUTED JUNE 1, 2019 OR AS SUBSEQUENTLY AMENDED. DEVELOPED OPEN SPACE CALCULATIONS DISTRICT TOTAL REQUIRED DEVELOPED OPEN SPACE AREA (AC) PROVIDED DEVELOPED OPEN SPACE AREA (AC) REMAINING REQUIRED OPEN SPACE VILLAGE SQUARE WEST 13.70 10.86 2.84 NEIGHBORHOOD DISTRICT 22.50 1.60 20.90 OVERALL TOTAL 36.20 12.46 23.74 TIA NOTE: PER THE APPROVED TIA AND PUD FOR THE CAROLINA SPRINGS DEVELOPMENT, TRAFFIC SIGNALS WILL BE CONSTRUCTED BY THE CAROLINA SPRINGS DEVELOPMENT AT THE INTERSECTIONS OF NC-540 EB RAMPS AT OLD HOLLY SPRINGS - APEX ROAD, CAROLINA SPRINGS BOULEVARD AT OLD HOLLY SPRINGS - APEX ROAD, AND OLD HOLLY SPRINGS - APEX ROAD AT WOODS CREEK ROAD. THESE SIGNALS ARE NOT CURRENTLY WARRANTED; HOWEVER, THE CAROLINA SPRINGS DEVELOPMENT WILL CONTINUE TO MONITOR THESE INTERSECTIONS FOR THE NEED FOR SIGNALIZATION AND CONSTRUCT TRAFFIC SIGNALS ONCE WARRANTED AND APPROVED BY NCDOT. THE TOWN REQUIRES A FEE IN LIEU FOR THESE SIGNALS TO BE ASSESSED WITH THE DEVELOPMENT FEES BASED ON THE PROPORTIONATE SHARE OF THE PROPOSED PHASE OF CONSTRUCTION IF THE SIGNAL WILL NOT BE CONSTRUCTED AT THAT TIME. THIS FEE WILL BE PROVIDED AT TIME OF SIGNAL CONSTRUCTION TO THE PARTY CONSTRUCTING SAID SIGNAL. THE 426 RESIDENTIAL UNITS CURRENTLY PROPOSED FOR CONSTRUCTION IS EXPECTED TO ACCOUNT FOR APPROXIMATELY 6% OF THE TRAFFIC AT THE INTERSECTION OF EASTBOUND NC-540 AT OLD HOLLY SPRINGS APEX ROAD, 7% OF THE TRAFFIC AT THE INTERSECTION OF CAROLINA SPRINGS BOULEVARD AT OLD HOLLY SPRINGS APEX ROAD, AND 6% OF THE TRAFFIC AT THE INTERSECTION OF WOODS CREEK ROAD AT OLD HOLLY SPRINGS APEX ROAD. AT TIME OF CONSTRUCTION DRAWING SUBMITTAL, THE PERCENTAGES OUTLINED ABOVE WILL BE APPLIED TO AN ENGINEER COST ESTIMATE FOR THE COST OF EACH SIGNAL (+125% CONTINGENCY) TO DETERMINE THE APPROPRIATE FEE IN LIEU. PER THE CAROLINA SPRINGS TRIP GENERATION MEMO FROM RKA DATED SEPTEMBER 21, 2020 FOR THE PROJECT, THE FEE IN LIEU ESTIMATE FOR SUB PHASES1-5 IS $46,704.96. TOTAL OPEN SPACE REQUIRED PER PUD 39.12 AC REMAINING OPEN SPACE REQUIRED PER PUD 10.94 AC * OPEN SPACE IS TRANSFERABLE BETWEEN DISTRICTS NET DENSITY CALCULATIONS POD BASE DISTRICT AREA (AC) PERIMETER RIGHT OF WAY DEDICATION (AC) PERIMETER LANDSCAPE YARDS (AC) UNDISTURBED OPEN SPACE (AC) TOWN PARK (AC) NET DISTRICT AREA (AC) * UNITS NET DENSITY VILLAGE SQUARE 13.57 0.00 1.40 5.03 0 7.13 236 33.08 NEIGHBORHOOD DISTRICT 51.22 0.00 0.58 0.86 25.43 24.35 190 7.80 LOT STANDARD SUMMARY TABLE DISTRICT VILLAGE SQUARE NEIGHBORHOOD LOT TYPE SINGLE-FAMILY TOWNHOME SINGLE-FAMILY TOWNHOME MINIMUM LOT WIDTH PROVIDED 35 18 40 19 MAXIMUM LOT WIDTH PROVIDED 40 31 109 35 MINIMUM LOT AREA PROVIDED 3,409 1,550 4,338 1,591 MAXIMUM LOT AREA PROVIDED 7,341 4,229 8,524 5,757 AVERAGE LOT AREA 4,878 2,276 5,729 2,394 NOTES: 1. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF HOLLY SPRINGS ENGINEERING DESIGN AND CONSTRUCTION STANDARDS. 2. CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRUCTION ON THIS PROJECT MAY BEGIN. DEVELOPMENT FEES ARE DUE BEFORE CONSTRUCTION DRAWING APPROVAL. 3. DEVELOPED OPEN SPACE PER UDO SECTION 7.1. 4. PLAN IS SUBJECT TO REVISIONS DURING CONSTRUCTION DRAWING APPROVAL PROCESS. 5. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF HOLLY SPRINGS ENGINEERING DESIGN AND CONSTRUCTION STANDARDS. 6. ALL WALLS WILL REQUIRE A BUILDING PERMIT FROM THE CODE ENFORCEMENT DEPARTMENT. SITE DATA TABLE WAKE COUNTY PIN: 0730 53 3724 (PORTION OF PIN) TOTAL SITE ACREAGE: 112.56 TOTAL LOT AREA: 30.34 ACREAGE IN R/W: 21.37 TOTAL#OFTOWNHOMES 313 TOTAL#OF SINGLE FAMILY HOMES 105 TOTAL # OF TWO-FAMILY HOMES 8 VILLAGE SQUARE AREA 48.09 NUMBER OF UNITS: 230 # OF TOWN HOMES 204 #OF SINGLE FAMILY HOMES 26 # OF TWO-FAMILY HOMES 6 HEIGHT: 24' MIN., 80' MAX MAXIMUM GROSS DENSITY: 15 Units/Acre NEIGHBORHOOD DISTRICT AREA: 64.47 NUMBER OF UNITS: 190 # OF TOWN HOMES 109 #OF SINGLE FAMILY HOMES 79 # OF TWO-FAMILY HOMES 2 HEIGHT: 50' MAX (TO EAVE) MAXIMUM GROSS DENSITY: 4.5 Units/Acre OVERALL TOTAL 205.52 * OPEN SPACE IS TRANSFERABLE BETWEEN DISTRI( **TOTAL DOES NOT INCLUDE TOWN PARK ACREA( SCM DRAINAGE AREAS SCM#6 _> 5 ACRES INFRASTRUCTURE DATA AREA [AC] UNITS [TOTAL] STREETS [LF] SIDEWALK [LF] GREENWAY [LF} 6" RECLAIM MAIN [LF] 8" WATER MAIN [LF] 12" WATER MAIN [LF] STORM DRAINAGE [LF] 8" SEWER MAIN [LF] SEWER FLOW [GPD] 115.25 426 19,878 25,331 2,844 14,304 10,158 4,309 18,926 11,238 108,630 SECTION 1 A 23.87 67 3762 7370 677 3367 1152 2251 5379 3442 SECTION 1B 11.38 52 4956 4030 475 2414 2516 3247 2043 SECTION 2 14.76 91 3991 4174 1733 1485 274 4195 2130 SECTION 3 5.54 34 1471 2336 1445 1480 2220 727 SECTION 4 24.71 130 4358 5909 3094 3167 5977 3215 SECTION 5 4.55 52 1252 1712 493 493 1972 410 AMENITY AREA 5.60 0 0 0 0 0 0 0 0 0 TOWN PARK 24.84 0 0 0 0 0 0 0 0 0 TOTAL 115.25 426 19,790 25,531 1,152 12,546 10,293 2,525 22,990 11,967 108,630 * THIS CAROLINA SPRINGS SECTION 1 RESIDENTIAL SUBDIVISION PLAN WILL PROVIDE 108,630 GPD, 75 GPM AND A PEAK FLOW OF 193 GPM. ** THESE QUANTITIES ARE BASED ON WHAT IS PHYSICALLY LOCATED WITHIN THE PHASE. THERE MAY BE SECTIONS OF STORM THAT WILL BE REQUIRED TO BE INSTALLED IN A FUTURE PHASE TO DRAIN TO AN SCM IN ORDER FOR THE CURRENT PHASE TO BE ACCEPTED. Project Condition Carolina Springs Blvd Offsite waterline must be installed to allow for testing of utilities in CS Blvd. Carolina Springs PS #1 & forcemain Offsite easements must be obtained prior to construction Carolina Springs Phases 1-5 CD's Cannot be approved until PS #1 plans are approved and Precon held Carolina Springs Subphase 1 Cannot be platted until PS#1 is fully operational Cannot be platted until offsite water line is complete and under warranty Cannot be platted until offsite road improvements are installed Carolina Springs Subphase 2 Cannot be platted until Carolina Springs Bridge plans are approved and precon held Cannot be platted until offsite reclaim upsize plans are approved Caroina Springs Subphase 3 Cannot be platted until Carolina Springs Bridge is constructed Cannot be platted until offsite reclaim upsize is constructed CONSTRUCTION DRAWINGS FOR CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 PROJECT #20-1 7-01 HOLLY SPRINGS, NORTH CAROLINA PUD APPROVAL: (18-PUD-01) MAY 7, 2019 PRELIMINARY SUBDIVISION APPROVAL: NOVEMBER 18, 2020 SUBMITTAL DATE: NOVEMBER 5, 2020 RESUBMITTAL DATE: DUNE 9, 2021 VICINITY MAP 0 0 0 FUTURE PHASE EXISTING REBAR WITH CAP NC GRID COORDINATES NAD 83(2011) LOCALIZATION POINT N: 702,591.86' E: 2,035,789.27' COMBINED FACTOR = 0.999890129 NO HOLLY SPRINGS MONUMENTS LOCAL TO THE SITE MULTIPLE OBSERVATIONS WITH VRS WERE USED TO ESTABLISH BENCHMARK PREPARED BY: WithersRavenel 1 / Engineers I Planners I Surveyors 115 MacKenan Drive 1 Cary, NC 27511 1 t: 919.469.3340 1 license #: C-0832 1 www.withersravenel.com ICE SPORTS FUTURE PHASE \o \l ods's V` S DEVELOPER/OWNER LENNAR CAROLINAS 1100 PERIMETER PARK DRIVE, SUITE 112 MORRISVILLE, NC 27560 PHONE: (919) 465-5925 EMAIL: STEPHEN.DORN@LENNAR.COM ATTN: STEPHEN DORN PRELIMINARY PLAN N O N Z - a 0 N rn Q Z N O 0O U W Li a a_ INDEX OF SHEETS COVER EXISTING CONDITIONS OVERALL SITE PLAN SITE PLANS OPEN SPACE PLAN SIGNING AND MARKING PLAN OVERALL UTILITY PLAN UTILITY PLANS OVERALL STORM DRAINAGE & GRADING PLAN STORM DRAINAGE & GRADING PLANS STORM DRAINAGE TABLES GENERAL EROSION CONTROL NOTES OVERALL PRE - EROSION CONTROL PLAN PRE- EROSION CONTROL PLANS OVERALL POST EROSION CONTROL PLAN POST EROSION CONTROL PLANS ROADWAY PLANS AND PROFILE GREENWAY PLANS AND PROFILE SS OUTFALLS PLAN AND PROFILE WOODS CREEK RD PLAN AND PROFILE SCM PLAN AND DETAILS CULVERT PLANS AND PROFILE DETAILS NCDEQ NCGO1 PLAN SHEET LANDSCAPE PLANS LANDSCAPE DETAILS TREE PRESERVATION PLAN TREE PRESERVATION AERIAL SITE LIGHTING PLAN SITE LIGHTING PLAN - NO GRID SHT 0.0 SHT 1.0 SHT 2.0 SHT 2.1 - 2.11 SHT 2.12 - 2.18 SHT 2.19 SHT 3.0 SHT 3.1 - 3.11 SHT 4.0 SHT 4.1 - 4.7 SHT 4.8 - 4.10 SHT 5.0 SHT 5.1 SHT 5.2 - 5.8 SHT 5.9 SHT 5.10 - 5.16 SHT 6.1 - 6.22 SHT 6.23 - 6.24 SHT 6.25 - 6.26 SHT 6.27 - 6.28 SHT 7.0 - 7.6 SHT 7.7 - 7.9 SHT 8.0 - 8.6 SHT 8.7 SHT L1.0 - L1.9 SHT L2.0 - 2.1 SHT L3.0 SHT L3.1 SHT 21-0031A (1-3) SHT 21-0031A-NO GRID (1-3) "THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING PLANS, AND THE ADOPTED ENGINEERING DESIGN AND CONSTRUCTION STANDARDS OF THE TOWN OF HOLLY SPRINGS. THESE PLANS WERE PREPARED IN CONFORMANCE WITH THE APPROVED PRELIMINARY PLAN APPROVED BY THE TOWN. FURTHERMORE, THE ENGINEER WHOSE SEAL AND SIGNATURE APPEAR BELOW THIS CERTIFIES THAT THE TOWN OF HOLLY SPRINGS ENGINEERING DESIGN AND CONSTRUCTION STANDARDS HAVE BEEN THOROUGHLY REVIEWED FOR APPLICABILITY TO THIS PARTICULAR PROJECT. THESE PLANS WERE PREPARED USING SURVEY GRADE DATA IN ALL AREAS WHERE WORK IS BEING PROPOSED INCLUDING UTILITY CROSSINGS AND OTHER ENVIRONMENTALLY SENSITIVE AREAS. ANY PROPOSED EXCEPTIONS OR DEVIATIONS FROM EITHER THE STANDARDS AND/OR FROM THE APPROVED PRELIMINARY PLAN ARE LISTED BELOW:" Knowwhai"s below Call before you dig. ```‘tii11rIrr140 So�� .......... /400 /i,, • .s0 ESS/047 l • SEAL •, • 028892 : ,- DocuSigned by: O••.F�e;'ANGINEE*;••�`�� t tiVa Fuewk4''•r M.......`... 6/9/2021 9462374388754F8... 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JI\ -)\ ? �\\�-` �`�.� � � �5�p� ' \ L7 N 17°29'12" W 221.49' L42 S 05°53'00" E 181.5T � - - - � � � � \\ N. -1,- \ L8 N 78 4029" W 263.79 L43 S 01°36'15" W 105.92' ` 1 PC)`��`'�\ss\o \\�\ L9 N 78040'29" W 248.94' L44 S 39005'38" W 237.21' RID NORTH NAD 83(2011) o -`�~\ � CURVE TABLE �� l\\ti S S L10 N 00 34'08" E 31.78' L45 S 38 56'42" W 96.61' CURVE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH D /�-1 �� QG1,,9\� \��L� / - 1 O�\,�' r \off \�\\ � °� ' s \ 30' HOLLY SPRINGS L11 N 00 15'16" W 52.68' L46 N 55°20'07" W 173.08' � � �� `9 \s \� ° C1 900.00' 143.13' N 49°39'37" W 142.98' � �� tio l S !/ s�` j 1 CAPE FEAR BUFFER ( L12 N 00 56'20" E 132.05' L47 S 03 3853E 182.81 C2 229.83' N W 225.72' n Gp �� f t �' \ \ °30'13" 350.00' 63°54'S8" ' -66 ��\�a S l \ t ` /�� y �P ''/ L13 S 01 W 278.79' L48 S 62°37'51" W 109.64' W 222.49' T I � \s�\�Gp - � S ' C3 850.00' 223.13' S 89°45'06" .� oQ 1��' M S �� \ � � = J lJ✓ �� .,,� � � � L14 S 01 28 57 W 305.69 L49 S 89°44'29" W 101.32' � � ° _ i r �\`� r y �E ge 1 ,/ SAMUEL O'NEAL HARRIS ",� °31'07" C4 400.00 178.31 N 84 59 53" W 176.84 \ s J __ , .� J/pv �e�.yo r ,.-�/fs� •�� J 11 L15 S 01 W 297.03' L50 N 44 34'30" W 192.27 r P A /- / � L ,,,, �- s � �s ` � � �'L \\ � .� � f �1 DB 2764 PG 11 °33'54" C5 863.58' 199.52' N 65°36'31" W 199.08' _ ,p / g9 -_�ti\ f �/ „1 i ~ / f f / L16 S 01 W 285.30' L51 N 82°08'29" W 317.50' ° ' ' WETLAND �� '��r/_� l , .�. �; >tf PIN: 0730552477 0 ° , C6 750.00 255.95 N 68 45 58' W 254.71 z t r ,,, / \.\ _._ r/.c-/ ( �J L17 S 88 25'09" E 31.39' L52 N 82 0829" W 425.79 C7 ° N 70 40'21" W 150.62' 7� AREA W9 /° 3(b\H�. Y SP S CAPE �% r -' " �� y �' ° ° 550.00' rn ��1� �/ � .� �: .�.�� -,-�// p� � � _„�'i 1� / f L18 S 39 16'39" E 67.72' L53 S 06°0T35" E 71.42' I FEAB BUFFER ,+ C8 300.00' 237 27' 237.2T N 40°08'40" W 231.14' VICINITY MAP 0 SCAL i -.,�� - ��- y /,c r� / L19 S 50 26'17" W 185.42' L54 S 12 43'16" E 177.53' C9 N 48 ° W ,\,-_,..�.f/�5.30 ___�___� �� - - --- ` 500.00' 04'50" 508.95' ■ START »� ire =�-� ; ��r?, // /�' S "' -� �� - L20 S 50°16'11" W 20.28' L55 S 17°44'40" W 18.20' W (� (� HH TRINITYAPEX INVESTMENTS LLC � �- ��< s ' �� ✓, > C10 650.00' 341 48 341.48' S 86°16'31" 337.56' // - - � -�-- � -'s "� 'VI L21 S 50°25'17" W 46.17 L56 S 23°3746" W 75.80' ° DB 12651 PG 1128 ) 1 1 ; ETLA r'L \ ^ °,, ° C11 300.00' 239.20 N 67 2501" W \ 232.91 = _ \\� \ ,., .-,�,��-`�� ` ,,}� WETLAND L22 N 29°42'41" W 325.78' L57 S 21 48'05" W 93.49 W PIN:0730852539 ' �� / {f / AREA'W8 = d1s�ti �' J-1� WETLAND AREA W10 ° `� C12 300.00' 235.22' N 67°02'11" 229.24' rn rn //- AREA W11-= \ \ l LINEAR WETLAND)' '� / L23 N 29°42'41" W 206.33' L58 S 20°08'11" W 138.69' 1V ,/-- �i.�L,° �� - � .� f \�� L24 S 88 28'42" W 399.90' L59 S 15 3127" W 162.17 C13 1,000.00' 128.39' 85 49'10" W 128.30' rn rn � !' \\\ �"� i " `�' 9 �= w ^ 1 ° � ! j� r L SONYA LEE WILSON '� 1 \ �y / �s� � �o r~"� � ^ �\ ``\ L25 N 47 46 34" W 220.46 L60 S 49°23'56" W 40.02' C14 1,000.00 106.91 \V 85 1216 W 106.86 •1 � � � \ �' �~ \� � � ��' ) c,1 WETLAND AREA_W7�� •-.,-- L26 N 14Q2T23" W 119.38' �• , . �� _� _ p � � �\�\ ✓ -�.� � PIN?0730457251 L61 S 55018'18" W 68.63' N . 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ZONE AE �� / �/ _ e /lI - �� = :�� ,1 \ AREAW14�%�� /J/�/ ��✓ /r/r�r - C �b I1) f 1 J f \\ \ / °r� \ \ 1� r ( S " ! <<fC✓_ \\� \��=��T/� /� -�� /°/ r I�� f: PER FIRM MAP No. 3720073000J 1 /r ii �- i /� \ �� // -✓ -, I , \� 1\'✓` , ., / 1 \ FLAG / / FLAG �� t �// D o o r/� / . ./ 1 // ///, ��//. �r -� ��._/// / ///�-�.�_�\\ ! \ �� ``�/� ^L 1 °� `SB07 STOP �_- \�\\�� /r> p�_.,r11` P DATED MAY 2, 2006 rZ l I . , �i/� �/��/ /�,. r �� / .... 1 . f i./ `�. 1 d \ M �)I(1\�\ \\ \\\\ %= �J //\ / / /// /! / �-y w- 320;/\ �`\ \ r \ \ -FLAG \\ i \\;•\ -a, { EXISTING CONDITIONS , /�^ )( � 1J 1( {III \-: n 11 J I Il J NOTES \ 11{{i �I 11/(III /I IIII I ) II III I I / SPE / / \ L L O'HOLLY SPRINGS // /ri / / j /- -`,_`� i• { \\�\\\ '{ , / / // /�/ r \ �� !/ ✓ // rr '�./v I )• \ ` \ d-i \\\-• \.�^ :-.-. \s. \\ 'N. \\\ \ -- --' -_ N �� ;- `j �j / �y/�, -` �-- SR 1155-WOODFIELD \z \ l�l �! ��. 1 ��\\�\\�\ Rim% FEAR BUFFER/// ////j/ /�i// /� f / l r �•1 Z fie`•`.\1�z ��\\\\\\�, ✓/\�; l ` (t\ " o . ° 1'I - N/V' cGENERAL °O /u D vv I \1. �� BASIS OF BEARINGS: NC STATE PLANE GRID COORDINATES, NAD83(2011). c9 O \ 1\) o ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES IN U.S. SURVEY FEET UNLESS OTHERWISE NOTED.° /I/ /// 3. AREAS SHOWN HEREON WERE COMPUTED USING THE COORDINATE METHOD. \ // 1 /// f \ t jrj/ LINES NOT SURVEYED ARE SHOWN AS BROKEN LINES FROM INFORMATION REFERENCED \r/ 1�/ THE FACE OF THIS PLAT. � f \ I lJ/l�(lr,lfjl//��r/.�i///�J \ 1 /lJ /// I III/1\? !llJll/ / Il(/)i(II111 ri11 // / / 1l / (//1 1/ //1 I/// / //�/ / // ///l/ y1 !////1 ////J///f / jJIJII f/)' I //1/ , III III I /II IIII/11� )1 \\1�\)I1(1/IIII1{II((\\\\( Ilillll II (y( I Ip IIII l 11 \ // �' I �1 \ I „r )1,/ �., f -� + } l / I/// f/ /� J-\ J Il�, ` 1 ��f //_.-,\-, - ) I\\I` I - ` / ( ((\( %~ \ ` ,\ DEAD END ROAD Z i J /1{ I\`\ \( f </ c\ R\ i 1 /1 (1 l \\ \ J °) a/ ,-- 1 60 PUBLIC R/W 11I\�\ \ 1 \-\�\ / 1 /J 1 1 \ \ \\� \\ \\�\ \ .\\ (r l d / //// 11 \ \ 4 // tJ (1 1 \ �� ) ) ) / /f/� \\ \\l\ �t ° \ / �t , > \ ' !)f� Illo/ 1/I)/'�/\\ \\ \\ k' ` �'J `-w� } I /� ///1 / j /// / 1 f 1 ( (% f lyl// r\ °\� \\L\\� \ -325' v- t 1 I/ / / / / / / r- ff ,� I / \ \`-•-\\\ \\ -,-_'\o � \ \ ��^\ a t)� !') \ J1 ////////i/�/ // J h / 11/ \L \\_ (I // / if/�^ J 1( %\1�111 \ `��Lr`^�r \II ( ) ///// t 1 11 / I z, r -� ° M m�� l\ v\ ., \° \ \\ \\ DWR START , a�K 4�`�� ,�� ti� t�1 //\\111� l ��\ \\ I( `,-�` \ �\ FEATURER�/ a f l \ (\ ! ry _� \\\ �� \ ^ \\\i\BUFFER "-, �8 l� >> It } ,� 3 \ + l (..ti l d!li 1. \\ \\ \ % I 1 \ -, -1 ', \�� \ `�/I ; \' ` �\ 1 ) ( •1\� 1)t` \\/ \-\\\'\ZiI S1�r ° 1�t\ a •� \\� �\ / 1 pk\ \\� 6YL 1\Z \ `\ \\\ �\ \ \ / / \ \l11(J(11(j \ \\ -_ � \� �\\�\ \ \ �\°"�t�~ � ! \ \� � i \ _ \ \ t 11 °.°��\ll� \l� \�\ � ��\_-� 11`/i \l \ \ ` \ \. \\\ \ \\\ \ �� \� == \ \ �� \2. \\i\1 I (jd�� \\\}�" IIJ /� \\\ 1//./ 1 / Ll, \\ \ \ 1\' %„r1\111 + -r i9\, I tl 171\ L / �\o ( Ii \ \\ /r 1 1 I 1 \ \\\ I\ \\\ ,o!� r j,l;� P: �l %, o ?s; s s ` �- .+� %°�'i I/II \ �� \ I/ ° 1I \ \ eN� \ \\ / \l 1 %�4. f / J\// /r/\ IN\ oON 1 \ \ \��( 'DIXIE PELINE ) + I I(i 5. PORTIONS OF THE SUBJECT PROPERTY ARE LOCATED WITHIN A FLOOD HAZARD AREA ACCORDING TO \\ \ FLOOD INSURANCE RATE MAP 3720073000J DATED MAY 2, 2006. ill \ �\ \ I\� 1130' HOLLY SPRINGS I CAPEFEARBUFFER it 1 1 \') \\11\\I I \ ci(e` \ >` ),1 \� "1�° 11J } )i y f o �o • 1/ \ \ ( I (II IIII/ 1j/ /// / / r ( /) (} I/ /l / \��1 ))(( \\ w J I/ �� r - Z o \ w i } } ) ( I 1 / // ) } / I �/ i// \ /// //) IIII i\\\ �� l 1 1 f I Ili 11� JI ( f to `p .� 9/0/1( % 1 /� \ � r - \\\ \ `\4 1 Ilff (1/ 1 f////T/ �1111 I 1 11I� IS)) (1 \ f////1il/1/// \�\�� qv o \,11 ( v So \ �\t (Z \ \ \ \\ °\ \ \\ \\ / 1 TH3 bpi \� \ \ \\ - - \ \ ` n // = Jti � \I 1\��1 \�- --NI \ \ \ \ L70, -� I ' S i } 1 \ \`, \ TH4 \\\ \ / \ \ ' 1" s� ��s �� il III I\�� \\� -,�\ �� \\\ 11�1jf, � rub ( d COMPANY RM/ _ _ _ D. 758 PG 643 \ 6. IRON PIPES SET AT ALL CORNERS UNLESS OTHERWISE NOTED. \ II 1 \ \ { I \ \ \\\` 1 1 I f4 ,� 1 11 ! 11 7. UNDATED BOUNDARY SURVEY AND GAS LINE EASEMENT INFORMATION PROVIDED AND PERFORMED BY �1 \ \ I 11 IIII III �� / BATEMAN CIVIL SURVEY COMPANY. WITHERSRAVENEL ASSUMES NO LIABILITY BASED ON THIS PROVIDED ` (IIII 11(I I I \ 1 1((1 I { �) ire/ 1q / / tl / l �l ), j 1 /Il / I (� /( l(� 1 Iff}��\ \ j� L o I ' r S.ti2 I ° 11 I �� `_` \\ 1 }\1 h \ 1 \ Lo \\ ` ^ } i\�1 IIII ` `� )I f ( {111 I I ( ��) \ j ��-/---_,---_ \.��i \ 1( 1 I (f ( \\\ / / / / // // (f / 1 1 S \ \�`,. --„� \ { / 111 ) /�%//// /) (i 1 I \ .��, /-.' . --. -' -- -1 \ ((s \'- \\� / / 1// l Il, 1 \ \ \\ II ) fl I� �� \ �//�/� 1//��1 IJ DWR START �\ `' � �� ^�o \\` I ( (II) ( \ \ -- :--T_5_-:.?_i__"_7// /// \ I I \ \� \ SO4 /�` WETLAND l�� , ( \ r - �\ //%/ FEATURE I \ �� \� ( 1 1 \ �` ^ / 1 � �ti START AREA W17 1 ) \ DIXIE PIPELINE COA"/f//JJ/ (J \ �/ \\\\1 I(\\ ? } �\ 1 (� \�ti \1 \ �t � \1 \I d ; d (\\ • I1\ \ \ / \ \ ��. ( nv, - s / (r - ` � \ / IIII �r� rH5 \ \ \ ^\ \ J \` ✓. I�3 y WETLAND AREAW30 ly ti ll(\ 1 \\ ,�,c " \ \\ \i \ \ \\\I\ 1 \ \L34,A _ '1 `ems : ,r°• ' TH2\ %� \ \ - / \ \ \ I I\\ �\ \ ., 6�Y o ,GU o t L \ \ �/ �'�'II r I \ \ \ / J \ \ \ \ \� 1 \ �\\\ \ \\I/JI ( \ \\\�/ II 111, �, hr N / )INFORMATION. (l 111 111I()1}fjll1JJITH11 II <, . _50' ^_ �)i ` 11Itl DB2758,PG6/ n\\`=BUFFER�``\ \ o TH10 ! 1I (!� 11\\ ti__,_= = �_ I> �1� 1 \ \ - - 1\ -i S�� II�n_ DM02 START ( / ` \4f / 1 > \ \ \ \\11 \\ \\\\ \ \� -_ / \ i WETLAND f/s \\ \ �, \ \\\\ \ ,\\') \ I I I } AREA W30 ! ,` _ trr ° %/l \ \\ \\\\ (1 IP; y ///lll / - _ �/, __� ' \ \ \ I \ J /9 / 11 1 \ \ � I/ I II ). y'1\' / \� )( 7 ��\� > \\\\� \�=�i _=_--/� _ \ =�i- l,. 1 \ \ \ ' �,, r �' I� 1 ^ �TH8 \ \N..,,',...------..---- ; \ \\ � (� •° IIrr� (/ IIJIIIJ\I\\\\ f / �l i'l 1 �ti f ram•' \\\ G I l . � �� icw 4 c ', •'`� 4.. i. (6•= "--r i�� /r(/ ��V�A7 Fr\.� -.. .� , \� } J ' (i/( , I j 1 o c �i1` '\-.S` \�) - < I�/IITHl �� _/ \ r�� =s r` �a� \\� z � _ TH9 �-��,r� L � /- � _ �� S ) \\ \~� DWR STOP - i�� i r _ 1-=`��= /�^ r J( �. % A/ LAND \� \ \ �� • FEATURE I BUFFER = j �° t i' >j WETLAND AREA W16 -//�� (( I\� { �c� ��(� _ \ \ \ = - - , i � -.�= . r- l So5 )) \\\ 1 I ?� z(CA , AR ' W15 l \ `L� \ - �_ r / r 1 -START \ti ` \ 1 \ } \ WETLANDS f' i // ! 30' HOLLY SPRINGS �- / � 3j I I F G ` �' Z'" ^AREAW37, `"� =_, - %_ �/� I /i�J Jam! .\f// \� I{J )I ) 1 li �' L ^� DWRSTOP / CAPE FEAR BUFFER �� \1 ///� \ •� �F�' r// )�� (% �11 11}�� \i) \ \ \ \\ / /J (' / • v \\v \\ / / /0 31 JI I)) I II �. / fs f^/J / / I �-, / r'. / , J / //� / / / " �/ \ ....,,,,N.„,,----- A \ / /' / /l / %/ ✓ / �(/ // //( N.\ \\\\ \\ / / , if / /// I/ / /% / \ \ \ \\ \ \ / / / // ( (/ \ \\ �11\ \ \ \ \ / / / / //� / I I(\\\}1, o g / / i r 1\\\(\� 1 \`\ \ \\ \\\\ \ �o`°/ / / ////// % I \ \\ i rl � } 1\(t f! % ��i/,�.�\�� = �� \\ \\\\ \ \ \\ \ \ ✓ / ( / \ rn ( / \ \\ \ \ \\ / / I I )� it i D REAW18 \\\\ l 1 (il v ) %f Iv ^� WETL1-_-_--7N\Ily I •Ze A V 1 \ fra \ �' \ \ \ }� ,b .�� I a \ \\ ' ) ') r I ° 1 e �S /Il 1 I / 3 ��\►-„ _ \, 1� i/ / ` ® II o •°1' .} �.- �\ / am /` FEATUREI ii-�- \\`fJjf "j %�-\ l `.,1\i t q� _�1\ \\\\\ \\ / / / _ 1� \ �\ /%_ ! /� r �;�_ �� ,lJI r^�s-, ;�"."" ' ff r// /r) r,(� ?t 1 \ \ ( \ II�11L \\'\\\\\\\ \\\/ (/ II /i //I�J .�/'. /J� / ;!� J �\ (111 _ •i-•� tiIT-/ i/- -_ BUFFER 1 (I ��_ (i -\\\ Y-^ ✓ r/ \ //yJ \ \ \\ 8 �, \\\\\ LC ( \ \� \\ DWR START \\ I 1 I III �lN. ��/J / f . >\ . �\ I \ I'� "\\\\ 1 \ ° 1 ^ / I\ // �- .- / DWR START _\� \\ 1,...(.\${ ( / ✓ \1 '�"' 265','�-_il r �"��t\ //%-�// FEATURE I = � �� \�\� \ \ / ✓� -�\ L� '� r \ � 5 •6 �//�i%i %BUFFER �\�L�7�j\\\ \\\ /j /T r^`ail p� e ~ ��, _ \ -- n/J �' a /� // �� iii v i/� \ / \ ..•.�� /i » %�\\� r/i=' 12 \\\ $) 11 �`r r -1r . \�:'�.� 'i%f�= 30' HOLLY SPRINGS \�\� li/ �� 1/ ( l 1(/1 /// \\ ° o / 1 �� 1 s I• �� 1) I / l I \ 1 /r\ ;CAPE FEAR BUFFER \\ \\ \\\/f/j / J / v ', i _� y/� �� ` �\ \ // J 1 / l l/\\ 1 ' -` �z�^ / / A `p -------„--2.--r��j // \1 �`( \\\vJr// � /J Jj� l il� 1 �,'1% `�_ 1 �/j ... �-/r // s \ \ /i r- ._.../ --r ti - �'� /I/ //\\ �//r// (fl rl\v �� ,� ,ti \\�\ /f//�� JJ/ ,� J)/ �, �a \I `�: ��r �\\ \ \� /% %/ t �- `--325, �- 1Z ///�.:./ ° _� J\ (Z I { J y�I \ I -_\\\ \\\ I Z \ O\' v� - \ \\ \\ ::::::__I• I} < n \`\\ \��/_�\ \\ \\ \ I i \ \ \\ ) ° J \ \ \�� / 30' HOLLY SPRINGS \ �j9 J/� 1 o C�1 / \ - \\}\ ° ) vo� / \ - _ •- CAPE FEAR BUFFER \ o� ( / I i 7 ( ` \ ,Q�Z N C \ \ I / -/ \ \ I }\\ \\\ \ - \ \ \\ \\\\\\\\\\ �� / 1 i _ • I ,: /s ?� { t III/ // - \ _\1\\\\\\\1\\\\\\�\\\ ti \ 1((r - \ • �Z•�\ \\ �\ - - / l / I �� // 1\ I \\\ S�\�_ - I I // �,,` I \11\ I \\ FEATUREL \BUFFER ' , \ \ \ \ \� 1 II(I IIII 1 IIIIII(I\\\\ \ I I\\\\\�\ HIi \\I\\\\\\�\ \� \ \ 1, 11.�\\\\\\\\\�\\ \ \II�\\ \\\ \ 30' HOLLY SPRINGS l 1� \ CAPE FEAR BUFFER I \ \ J \\\ .\\ I + 1 JI ( lI Illl I \ \DWR STOP + \ ), \\ \ 1 / //1/11 / i I/Ill 1 /1 /S 1/l111/,°t BUFFERE L �\ \ /78/ `\\\\\\\ / ///i1/ /J/l//(r, \ \ \ \ �/// / ( \\\ \\ \\ / / Il �t/ 11ls \\ \ \ \\ /// i�.. \\ ��(it IIIfI •�S i f'r1V(°`n2 I (� I I I _ wr } o / &,;-7 �� ,h /. `v r r 1 ° �o < ,�° \- / yV n y7 .•vf o WETLAND AREA W24 - . ,l o `•\ �� ; ' t WETLAND Q. ^ /'• AREA W25 l ► f /1toDateDesigner s- . 1. • as`';. r 0 r..\\�� I . cn noi Job No. 02190372.10 Drawn By WR o2/os/2o21 wR PRELIMINARY NOT CONSTRUCTION APPROVED FOR l\' `�v�/,. __ �o °� /\,__��11 -- - _ / _ L \ \ \\\11I II /\��-_--` `-� /I e\\ II ��--��I \)-�� j }� \\\ \\\ Ir\cr I \ \\I 11 \\\ I I II III11 JI I I I I II I \ \ \ \ /// I ( \ \ 1 / / I I (\\ \111 I \\ I�// II III 11 J ll�` \ I 1I - /�/ • 5 '�r 3 ,. o I ° , 3� �� 3p,- '1_ `�?S \ 1-_�-1 ) \\\�WETLAND �_ /1 \ \V\�' .``� ` \\ \\\\\\ J \., \ \ _,-x ,�\ /11 \\\1 }lll\\\\1\\�=��\\\ ��`��`�/ J \1)1 J)I)11111))11111 \ \\ \ II/ //////// EXISTINGREBARWITHCAP \\ / / �� 11 l NC GRID COORDINATES\\ \ \ ✓ l/ /1/lllll/l LEGEND NADs3(2o11) ��\/// //// li(I LOCALIZATION POINT \`* \\\ \\I )'o/,vv� 1� \ \\ \` \ I 11 IIII l l I ( III( \/ \\III\I�/,w \\\\ \ AREA W19 - - - �� J �_ \\\�;///////l/llll/III / \\ _ II / \\\\ / \\\�_ (I �\ \\\\_ vim_- 1 \ \\\\II IIII I IIII / I IVIII IIII 11 I/ J I / /li 1 �;;lrliil,;,,I, //// /////III // ll J // 11 ////J // //// /// l // / I III II Iq / IIII IIII JJII 1111 I\IIII\ III\ I I I / / 1 \\I\I IIII�\ 1 \ /I ° 11111111VA Vv� iiiI1\\ �> �� / / I \\ I \ I II I\ \ \ \ / I \ \ I \ \\ 1 \\ \ 1 I,II I\\\\\� I \I\ \ \'I �f, \ I \ I \\\ IIII I ! \\\\\\\\�� III II IIIJ(1111141 \ \ \\ \ \ II \ / } I I ( II)/% f II)l It I l f III (I J / ( ( (I / IJjJ t (/f �(I AV IIII 11 I J / / I /IIII )1)/(1 /I/j�i,., 1 I ( ((I (\ / / 11 11 # t / / ,�',�. � • A. fj ( r k3. \ \ \ �Qo f �; �� ^<,�a,.J= r� t/ /�( ��`r. J /�, _ >� ,. ,: /' a- j . �1'�WETLAND�� } I ° AREA ' r< \ Z WETLAND \ AREA W23 o- , ,..� I ^. �f�) d{ I I ; . \ W22 J 11 ( \\ J \\\ \� (IPF) IRON PIPE FOUND N: 702,591.86' \ \ \\\ \\ \\ / JIII E: 2,035,789.27' \ . I \\ \\ \ \\\ \ \ \\\\\ \ \\ \ / // \� \ \\ \ , \\ \\ \ \T \ - \\ / 1/I (IPS)-IRON PIPE SET COMBINED FACTOR = 0.999890129 \ \ \ \ \ \ \ / l (RBF)-REBAR FOUND NO HOLLY SPRINGS MONUMENTS LOCAL TO THE SITE \\ ( I \\ \ \\� \\\\\\ �� \\�\� J ll/ J//l (POINT) -COMPUTED POINT (NO MONUMENT FOUND OR SET) MULTIPLE OBSERVATIONS WITH VRS WERE USED TO ESTABLISH BENCHMARK .j, \� \ \ \\\ \\�\ 1� _ ��/ / CERTIFICATE \\\\\\\\ 1 \ �/ FIRE HYDRANT61 ) \ \\A\\�A VA V� , j� // "I, BENJAMIN E. DAYTON, CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL VALVE \ ) ) \ \ 1 I \\ \\\ \ \�� ,\\ I I\I III JJ JJ // / /:-----11--:1-1:7 / ` �VA�AS t' I \ \ / }1 11/ / \\ \\ \\I \ - / /// s 1 1 / �J , \ \ �_ 11 1 I \ \ \\ \ / /// { ( 1 \� \\ \\ \\�� //// // JI (1 r (� \\ \ (III % /r (?t!F`9(FHYD) / f11\ \��/ 2/ I N j/ / v I 1 `�, (I° Boaz / ) d °o 6 SC / I!.� L9vj% I c- � r \-SURVEYOR'S I° ° ' I \I � J jLy° h AREAW2WETLAND1 I 1 Revisions SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN BOOK SEE MAP, PAGE (WV) -WATER \ I III \ \ \ ��DM01 START= / \ \ /J t JI11 \ / /// I l , �� 1 ZO `\1�G \'/',THAT I\�\ FLA�\ ll\\\ THE BOUNDARIES NOT SURVEYED ARE INDICATED AS DRAWN FROM INFORMATION FOUND IN BOOK SEE (LP) -LIGHT POLE I (PP) POWER POLE / / I I _ MAP, PAGE ;THAT THE RATIO OF PRECISION OR POSITIONAL ACCURACY AS CALCULATED IS 1:20,000+; \\ / I I I I \ � \ i1 PEDESTAL ({ \ \ \ \ ( I I \ / \0 ,:, �11 °1 'I( \\\ \ � � / ,� !, j 1\1 � L' _ K. • c� o / / ) ti.) ' , (EPD)-ELECTRIC THAT THIS MAP MEETS THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN ` .� I I \ \ I I I �� )1 11 I I I I/ I ) I I (WM) WATER METER \�� \` 1 I 1 � / J 1i I ll I IIII 1 MY ORIGINAL SIGNATURE, LICENSE NUMBER AND SEAL THI/2j2D21DAY OF �,/SB03 ACREAGE SUMMARY \ JIl(l(/ J FLAG \�� \ `� , , r f I \\ \ / / ��° fI l I;�, z,\, •.a \ ( \ , \\ .�/ I `1\\\/\`��r \WITNESS : ► \ • U r � J \ \ \ TLP-TLELPHONEPEDESTAL / HI ti�� \\\\ / °o ° .. \ --,--.•„_, 1 / 30' HOLLY '� RINGS ` DowSigned by: , A.D., 2021. (SSMH)-SANITARY SEWER MANHOLE LOT No. ACREAGE �� % % / / ��'.(,A�\ VA - / / �� S 1 \ \ i f I ssoa START' '\ \\ � l / ( I / CAPE FE' ''. UFFER �� t,�4� WETLAND 0 \ / C154614klik. � ls��, TRACT 2 (AREA LESS PUBLIC R/W) 211.95ACRES , �, ( ��` � / / / FLA• G \, ,� \\ ✓ / o" s- „� !' p l I I I III 111 \ \\\\}\\\\ `' \ \\ // // 111 ) \ ?s �pAREArW21, 34AFSAFB4E7 00000°° / N, / I BENJAMIN E. DAYTON, PLS L 4390 °°� N° CA R°°° ° °� TRACT 2 (AREA WITHIN PUBLIC R/W) 7.95 ACRES \ I \ \\ 11 I I \\\ \\ ( I //, / o \ a° \ b� \ • I 1 ° ° o GPS NOTE: °° ° °° o o CLASS OF SURVEY: A TRACT 3 59.574 ACRES` \ \ / J II I I I r \\ I) 1 � °51�' �L_�� )� 1• //�/ r\ // I I \ \ 1 1 // •� 11J I I r �` '` ` o =Oo OESS/� 02 /Ly ° ' o POSITIONAL ACCURACY: 0.05' °° TRACT 4 72.784 ACRES , - // / I I 46\ ZL • �� WETLAND AREA W�0 , III C /// � - // )) VA v\` " h (LINEAR WETLAND) <- i / / ° � o Q DATE OF SURVEY: NOVEMBER 27, 2019 o SEAL ° DATUM/EPOCH: NAD831NSRS2011 REMAINING TRACT 18.32ACRES . - ti < v y .A _ 11 l i ' \ ;1 r`�� 7 L'v r GRAPHIC SCALE C; ,` / /DWR START' h ' J / �X ° / S L 4390 0 GEOID MODEL: 12B TRACT TRACT 2 "LOW RIDGE, LLC" 23.551 ACRES `,v S, v 200 0 100 200 400 � f FEATURE L p\ \ „ L\ / \ ° \ (N\- `\ / \ I BUFFER Sheet C 1 No. • 0 0.999890129 ° �/ji °O S U R�� °° �Oo UNITS: US SURVEY FEET ° TOTAL ACREAGE 394.129 ACRES _�\` N \ j� 1 /,(1 i rn Q f / ? � e+ °`� 9 • /ram' �, 11/ °°`�•9q, o CI 1 l Li--. �✓�f n - °e° V- �4 c`6t =�i °°°'8,000 E. �P°°° 1 inch = 200 ft. A., - ` q . ° �o• ✓gar • % , ' }.�✓% �A•!a \- or Qom h �� °p0°0000000p0 -�` / ' 'I -, / 2 5V -~ _Ct� . )/ �, fee // ,� -'e_.+ / 1./ DocuSign Envelope ID: C5E27B59-3476-4B9C-ACOF-B42DF79024CF k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C2.0 OVERALL SITE PLAN.dwg- Tuesday, June 8, 2021 2:58:31 PM - PIATEK NUNEZ, ZENON ■ AASHTO INTERSECTION SIGHT DISTANCE SUMMARY Project Condition Major Street Name (Through) Minor Street Name (Stop) Design Speed of Major Street (mph) Approach grade of minor street(%) Additional Lanes, from the left Additional Time for Multilane Highway Left Turn Time Gap (sec.) Right Turn Time Gap Drivers Eye Setback (ft.) LeftTum Sight Distance (ft.) Right Turn Sight Distance (ft.) Carolina Springs Blvd Offsite waterline must be installed to allow for testing of utilities in CS Blvd. Old Apex/Holly Springs Carolina Springs BI d 50 4.00 1.00 0.50 8.80 6.90 18 647 507 Woods Creek Road Street B 50 4.00 1.00 0.50 8.80 6.90 18 647 507 Carolina Springs PS #1 & forcemain Offsite easements must be obtained prior to construction Woods Creek Road Street C 50 1.17 1.00 0.50 8.00 6.50 18 588 478 Carolina Springs Blvd StreetC(North) 30 2.87 0.00 0.00 7.50 6.50 15 331 287 1 Carolina Springs Phases 1-5 CD's Cannot be approved until PS #1 plans are approved and Precon held Carolina Springs Blvd Street C (South) 30 2.00 0.00 0.00 7.50 6.50 15 331 287 be tatted Carolina Springs Blvd Street G 30 1.25 0.00 0.00 7.50 6.50 15 331 287 Cannot until PS#1 is operational p Y p Carolina Springs Blvd Street 30 1.27 0.00 0.00 7.50 6.50 15 331 287 CarolinaSprings Sub hase 1 Cannot beplatted until offsite water line is complete and under warrant Carolina Springs Blvd Alley 2 30 1.27 0.00 0.00 7.50 6.50 15 33, 287 \ HHI TRINITY APEX INVESTMENTS LLC p p Y Carolina Springs Blvd Alley 6 30 3.00 0.00 0.00 7.50 6.50 15 331 287 DB 12651 PG 1128 Cannot be platted until offsite road improvements are installed Street B Street D (West) 30 1.25 0.00 0.00 7.50 6.50 15 331 287 PIN: 0730852539 StreetB Street D (East) 30 1.25 0.00 0.00 7.50 6.50 15 331 287 \ Cannot be platted until Carolina Springs Bridge plans are approved and precon held StreetB Street F (West) 30 1.25 0.00 0.00 7.50 6.50 15 331 287 • • Carolina Springs Subphase 2 StreetB StreetF(East) 30 1.25 0.00 0.00 7.50 6.50 15 331 287 DELORESHORTON •:'� : ...:�. Mr C Cannot be platted until offsite reclaim upsize plans are approved Street B Street K (West) 30 1.25 0.00 0.00 7.50 6.50 15 331 287 DB 8201, PG. 2115 ��pppppppppp��nairg Street B Street K (East) 30 1.25 0.00 0.00 7.50 6.50 15 331 287 PIN: 0730652261 ......':l44Q�Oolx'::::^•" �� ,' / Cannot be platted until Carolina Springs Bridge is constructed Street B Alley 3 30 1.00 0.00 0.00 7.50 6.50 15 331 287 ( . ?li Caroina Springs Subphase 3 Street B Alleys 30 10.00 0.00 0.00 9.50 7.50 15 419 331 LANDUSE:MOBILE SCM9 I' I ( Cannot be platted until offsite reclaim upsize is constructed Street B Alley 8 30 1.25 0.00 0.00 7.50 6.50 15 33, 287 ZONING: R30 WET DETENTION POND Street C Street D 30 3.00 0.00 0.00 7.50 6.50 15 331 287 TOWN OF HOLLY SPRINGS ETJ �-- {{{ I0. I \ Street C Street F 30 2.24 0.00 0.00 7.50 6.50 15 331 287 J� \ , %^ \ \ Street C Street R 30 2.01 0.00 0.00 7.50 6.50 15 331 287 IRS :: ` f� - 1�--� _ �\ I L 1 1 \ Street C Alley 5 30 3.53 0.00 0.0o B.z1 6.85 15 362 302 DB 910G. 2362 & 16-E-2429 0 0 1 I v/�' � / WiLhei Engineers 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.33, Street C Alley 11 30 7.95 0.00 0.00 9.09 7.30 15 401 322 o : 073064478 a a-ii '- 1 J I - ( \ Street C Alley 12 30 6.00 0.00 0.00 8.70 7.10 15 384 313 LUSE: VACNT s�CAPITAL z]s z7s z]4 2]3I 2n 270 269 zsa 267 266 265 zsa �� \ PROPERTIES II LLC StreetC Alley 14 30 1.25 0.00 0.00 7.50 6.50 15 331 287 _ +- � \\ -o O ONING:R30 G ��- DB 17612, PG. 1928 \ \ Street D Street L 30 1.25 0.00 0.00 7.50 6.50 15 331 287 O Street D Street M (North) 30 2.00 0.00 0.00 7.50 6.50 15 331 287 TOWN HOLLY SPRINGS ETJ �` _ �._,»• _ _ ''-�' °/ .. •:'• \ PIN: 0730842712 Street D Street M (South) 30 1.25 0.00 0.00 7.50 6.50 15 331 287 o a SECTION 4 - zsa \\ LAND USE: VACANT PUD BOUNDARY m � - \ Street D Street F Alley 2 Street G 30 30 1.27 3.00 0.00 0.00 0.00 0.00 7.50 7.50 6.50 6.50 15 15 331 331 287 287 o a /z :; 396 I �'? 2]8 279 280 287 282 2831111111111 zs2 I %:'''` ZONING: PUD ( I I Street F Alley 6 30 3.00 0.00 0.00 7.50 6.50 15 33, 287�// / %. O/i�% -Li%1 �/p p3s] 396 I \Street TOWN OF HOLLY SPRINGS FAlley 9302.000.000.007.506.5015331287Uj!/��,�/�1,�I'I %/i7/O, OtiJ,/, \�sStreet .`• :: PROPOSED\ FAlley 7 303.000.000.007.506.5015331287-:es;:398n-.,zso 790 9' O76 street FAlley 11301.280.000.007.506.501533,287I ��, II1_ PROPERTY LINE I KAlley 10 (North)301.250.000.00 7.50 6.50 ,5 331 287 izz,M.A6:11,1EiFIA,R.RISIFIJ.;.S.ow,77,004 1 ,380 • 3]8 3]] 3]6 309 - 1,4N " 259 I , 1 �••••••• • • -yStreet .• \ \ \ \\ °°° % \ I I 329 328 32] 326 325 324 322 327 320 319 318 316 312 :® I Ill ! a I + ;•• I ` :•:I•: ••: ••• :•• :•• ••: ••: 2 1. FLOODWAY y \ \ I 3°3I3°1Ill 299 296 294 292 :,•s:'. :• ::• :•:. :. Q •0 \ \ ° I I e° I SECTION 5 w- - - �'`� _ • '"-} �y �:. zss II N Z u� .... ....... • • • Cl \ °° :• �\ 402 403NE11)256I{• �253 ^ V'• �Q n °�) AA\\ �1III 348 352 �i ..GG i°° I /I1-mmim.�11.� IU/1��I1�1,� 254 FEMA 100 YEAR n ' ::ate .,.I I /:I I �.�AtA INI FLOODPLAIN t i +°, """, J c' mu,VC iiiii' ' II 119„4 Iz51jjj'_.i „31,2 O220 t` ••• J ..... tl 'l \\G \ - - _ �; G;i titi�t :ti�::� tti �: �:ti�tti�t:• 250 CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA °•{.{. °° ;.: - - r -- . Berdvt.rn� ='_ SP iNG 704 II \ \O (TYP) / (55'PUSLIC / r ROW) / � UBLIC ROWS� /`"' \�WETLANDS 49 I il�r)\248 OHIO \\� ) I(/ _ / /icAR,.(k1 '..�•. ::•::•t:•ti•:ti•:ti•: •t:•• •:ti•:ti•t:•t:titi•:ti•:ti•t:titititi•• •tt:•:•: -MIN ___ ■ .. 187 30' HOLLY SPRINGS i /4111111141111 -- - / WETLANDS (TYP) ♦ CAPE FEAR BUFFER \ SCM 12 WET DETENTION / r / 42 / ® 69 - (25'ACCESS --- EASEMENT) -- •....'/ s2,63 �..� I. ,64,6s/ �. / { ::\:!%.::: ' / 93 / y? y....( T / ♦ / POND / :; v 1 / / /\243 #' \ \ SECTION 2 66 1 \• I ♦� 25' ROW i J \ SECTION 3 \ \ \ TO REMAIN �♦ / \�.�. • � ♦ ♦♦ � �� \ � \J \ i r- - - -. WET = 1 \ / I \\ DEDICATION .....\\ \ ... O � ♦. ♦i♦ (1:, c P FUTURE PHASE \\\ (ii r � / QO �0 \ \ WET DETENTION \ / \ r / i ♦ L� �,� •�♦ GS�O SEE SEPARATE CAROLINA SPRINGS BLVD. PLAN SET FOR MORE INFORMATION SHOWN \ \ �f V3 O \ L• / 92 �� OQJ \ / POND \ �/ O'� / / ��i♦♦ SQR\g oeo� ��.. O\\<JP atie FOR REFERENCE ONLY \ p CO A m ` Q m \ \ LENNAR CAROLINAS LLC DB 17612, PG. 1928 PROJECT PIN: 0730533724 LIMITS LAND USE: VACANT ` ZONING: PUD 22� 22 227 20 9 294 05 06 l 0� WETLANDS \ p0 (TYP) � FUTURE AMENITY SITE I � I �� _ ( �_ �/ ` > - _ ::aSsr:1 ( m` / .P� EXISTING // \ PROPERTY LINE / \ \\ CAPITAL PROPERTIES II LLC, /� \ \\ LENNAR CAROLINAS LLC \ \\ i ' \ DB 17612, PG. 1928 \\ -O \ TOWN OF HOLLY SPRINGS 3 , 0] VILLAGE SQUARE / I I � '` ` I PIN: 0730834534 �.\\\\\\\ O\n ►i 96NEIGHBORHOODI\�Q + LAND USE: VACANT\O I 299 DISTRICT CENTER DIVIDING9 1411 1111 I PUDSCM /IZONING: I tS� BOUNDARY LINE TOWN OF HOLLY SPRINGS \iiii FUTURE PHASE��,-1��`, 7 I I\� 1 Or CONSTRUCTED� I I \ \ \\ \ 1 �'"-�'!'•: °•''/ +`��I�� WETLANDS \I�!`: _':: �I / FLOODWAY :, '�.r.�♦��+�♦�♦�♦�♦�♦�♦�♦�! ��' \ I / J 50'DIXIE PIPELINE COMPANY \ / ` �/ NYR/W / >-w€ - - - DB2758, PG.643 ` EXISTING EOP u' J" <W ea I � ��:�L s ■ - = - _ - _ - \ 30' HOLLY SPRINGS Q r i T►iiiii SECTION 1A = I \ \ mil- -^ ��e� I I .••.�tt,,.�� \ iii" - 4,111111- ., , _ OVERALL SITE PLAN WETLANDS�TYP • I r---T--- II ��.��G*�"�/,4 ��) 1 r. r i+'�.�� \ �� I _ \\ I..‘�►4!�� -- Ri°��♦ \ , _ G � \� 50' DIXIE PIPELINE COMPANY RIW • • _ • ^ / PG. 643 �� DB 2758, .�♦�♦�♦�.�♦�♦�♦�♦�♦�'��♦`�♦♦♦♦.♦ I FUTURE VILLAGE - •:...`... �iII - -_ _ _ _ _ - _ - -_ -_ � i � SECTION 1 B fib.♦�.�♦�♦�♦�♦�.�♦�.�,��`�� I II SQUARE EAST 30' HOLLY SPRINGS I �.�_/ - - � / �: 1 rn I ��vzs �� CAPE FEAR BUFFER �-/ i' wZ 30' HOLLY SPRINGS 82 li � �--� Lk* ♦��J D 62]I /' �1 ,i ,;� w OF69 /I/WETLANDS FEAR BUFFER \'�- �1�/ Q1 I8 ° . +��`*♦�,�II ��''Q �� '-� (TYP)CAPE I• _�` FUTURE PUMP STATION #2 SCM 10 I` �.�♦�.�r,�3� ewe ��.��0� 8 I �� ►��1 I �.. �::: .. FINAL LOCATION TO BE DETERMINED \ WET DETENTION • -, _ STRE ET �i 4\101�..`�♦♦.. I POND I / WOODS CREEK ROAD giz 1111 (� ��4 ill / f \ WIDENING AND w �� + G t' 4 II I I 1 I / I J UTILITIES WITH THIS PLAN END HERE < 3 \ \--- \ \ ��*�.e,�Rr��♦�♦�♦�♦,\�; ��;��♦♦� I 77 ram. ...` goo � °°°......._. i' ♦:♦:♦:.:♦:�I0��:♦:♦:♦:♦:�`;�♦.'\♦♦♦♦.., 32 v \� ��4 12 I / / %' EXISTING 12 OAKS LEGEND: � .000000 000 00'� � ►� • "'` I .� SUBDIVISION �{• 33 1 i MAX. I ( ( ( / ` UN IT LEGEN D LOT NUMBERS �°ROAo ��♦♦♦♦♦��♦��n,��•O♦�♦�•� 4 I 1 A / EXISTING WETLAND IMPERVIOUS ♦♦♦♦♦♦�i� �I iJ 4--.♦♦♦♦�;.♦.♦♦ \ _Ft. I, CA-R CAPITOL, REAR LOAD 1210 53-54, 132-183, 331-374, 391-426 - _��1, 1 \ ��♦.♦♦♦��6b... �♦�♦�♦�♦�♦�♦�♦�.�f..4�♦�.��► LI \ _ �\ 4� ill J l TREE PRESERVATION AREA FA-R FRAZIER, REAR LOAD 1570 55-62, 184-240, 95-131, 277-304 DUKE ENERGY PROGRESS LLC .. �o�•�� •♦♦♦♦♦♦� I s Ir f \ �'k DE F DESIGNER, FRONT LOAD 1940 51 52, 305 390, 264 276 (Fy6 �♦�•♦♦♦♦♦♦♦♦♦,h♦"♦♦ ♦��4,47, ♦♦♦♦•�♦♦♦♦♦♦♦♦♦♦♦♦�1l►�♦U•�♦�♦ I ^ FORMERLY \ ° SEnae„,, - �••1 • 1 I I . , 1 I \ �� // CO-R COTTAGE, REAR LOAD 2770 45, 63-85 FIRST CITIZENS BANK TRACT \ k i`'��►�`�1r�`♦♦♦♦.♦♦♦♦.♦♦,�� ...♦ I I "0 WETLANDS (TYP) 30' TYPE B LANDSCAPE SCREEN - B-40 ST-2C STERLING, 2 CAR GARAGE 2380 46, 86-94, 247-263 (SEE DB 2086, PG. 677 & CP&L DRAWING #L-D-2581) 't \ '°� *♦♦♦♦♦.♦♦♦♦♦♦•♦♦♦♦.♦♦♦♦♦♦♦♦♦.♦♦♦.♦♦♦4 38 �:♦.. 1 I I , Cr 6 DUKE LAND UNIT#1183088 �� , CL-2C CLASSIC, 2 CAR GARAGE 3140 1 44, 47 48, 241-246 PIN: 0730634462 \ `�•♦♦♦♦♦♦♦♦♦.♦♦♦♦♦♦♦♦♦.♦♦♦.♦♦♦♦♦.�9�•.♦4,•♦♦♦ Q I J ` + + + + + + + 30' TYPE B LANDSCAPE SCREEN - B-75 EM EMORY, FRONT LOAD 2250 49 50 LAND USE: STATE ASSESSEDPROJECT LIMITS �' •'o 9 I I I I EXISTING �A,♦♦♦♦♦♦♦�♦�♦.♦♦.��♦�.� 1 ilk/w PROPERTY LINE WAKE COUNTY ♦♦ I 40 I 30' TYPE B LANDSCAPE SCREEN - B-225 TYPICAL BUILDING SETBACKS ' •. PROPOSED 25' R/W DEDICATION 11 I GENERAL & SITE PLAN NOTES: Q Q Q Q PROPOSED ��_�4 4 ��♦i/��.�� _ a 4 III I I /� 3 HOLLY SPRINGS NEIGHBORHOOD rincipal Bull.ing DISTRICT VILLAGE SQUARE DISTRICT BOC ? \ � �.��T� ' . o� .�, `r ` ,1♦�� .1.. .�tj4►,�►+I,1 4��0�� , ,. ,•,�� / �� / �1 �;..l�� '. I 1 CAFE FEAR BUFFER 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF HOLLY SPRINGS STANDARD SPECIFICATIONS AND DETAILS. I I 2. BOUNDARY AND TOPOGRAPHIC INFORMATION BASED ON SURVEY BY GATEMAN AND WITHERSRAVENEL, INC. Job No, 02190372.10 Drawn By WR ALLEY SECONDARY STREE ' •\':I% -3.'� ,��♦/ �► ♦��.��'. ' / Date 11/05/2020 Designer g WR DUKE ENERGY PRC E SQ.�♦i♦�♦`♦��.�♦�♦�.�.w��.��',� '►�� 3. WETLANDS AND RIPARIAN BUFFERS DELINEATED BY S&EC AND SURVEYED BY WITHERSRAVENEL. E F `�' p 0 1�S \ ��♦�♦��H��♦��•�• .♦�1�♦♦♦♦♦��` / •�♦ \ DB 15289 PG PIN 073071, 4. ALL ADJOINER ZONING INFORMATION IS TOWN OF HOLLY SPRINGS ZONING UNLESS NOTED OTHERWISE. \ �� 5. CONTRACTOR SHALL LOCATE ANY AND ALL UTILITIES PRIOR TO START OF CONSTRUCTION. NOTIFY ENGINEER IN WRITING OF ANY CONFLICTS WHICH MAY REQUIRE `�� /••Q�p E S ,yql•.• ,; 028892 • • ��i ••. NGINE `�•'• �� i : • Docusigne�I�FLI '•••••'•�� tJgr �n►nnu►�� 6/8/2021 I I _ _ _ _ _ _ _ Le0 \�♦♦.♦�� \ a�� \ o��, :: REVISION TO THESE PLANS. l 1 6. EXISTING VISIBLE ABOVE -GROUND UTILITY INFORMATION BASED ON SURVEY BY WITHERSRAVENEL, INC. AND SUPPLEMENTED OUTSIDE OF THE PROJECT BOUNDARY C o I w w W � g �� O 1 I A I I I qac<,��` \ •.`��♦�♦� . SCM 6 \ s� O \ �0�� ,t�P° �. CONSTRUCTED / ya \ �'`�� ♦� J0 F°Ps \ �. ��,�' ,,, ///:1 N \ VETLANDS / / °o��\�� \ :• BY GIS LIDAR. iiii 1 ::::?s;::�:�:..:.:..:.::� 7. DELINEATED WETLAND AND RIPARIAN BUFFER AREAS SHALL NOT BE CLEARED, DRAINED OR OTHERWISE DISTURBED UNLESS SPECIFICALLY PERMITTED BY THE U.S. :. ;; : : :: :.: : ; ARMY CORPS OF ENGINEERS AND NCDENR-DWQ. 1........ C C C » I > / I/ i \ „• ^ � or Dt or D D '�` A Of ,Cror , 4. N• a. ., ' fi O I 1 i J � / \ � Revisions STREET - - _ - - - _ _ _ � ✓ � - � � � � \ � � 12. ALL ONSITE POWER LINES WILL BE PROVIDED UNDERGROUND TO DUKE ENERGY PROGRESS STANDARDS. 1 PER TORS COMMENTS 2021.03.08 District Perimeter Yards And Buildings Setbacks \ °% District Perimeter Yards And Buildings Setbacks 13. PARKS AND RECREATION FEE WILL BE FINALIZED PRIOR TO LOT RECORDING. 7)//1 Overall PUD Perimeter Buffer 30 ft. min. Overall PUD Perimeter Buffer 30 ft. min. \ / 14. NO FILL MATERIAL MAY BE ADDED TO NRB ZONE 1 30') AND NO STRUCTURES ARE ALLOWED WITHIN ANY OF THE BUFFER AREAS UNLESS SPECIFICALLY 2 PER TOHS COMMENTS 2021.04.14 Setbacks (INNER Setbacks \� �� PERMITTED BY THE TOWN OF HOLLY SPRINGS AND/OR NCDWQ. ■■- incl al Buildin• 4 5 $ �: - "�� Building 15. COMMON SPACE INCLUDING BUFFER AREAS SHALL BE MAIN HOMEOWNERS ASSOCIATION. +..._.- CO ON OPENS C C UDING LANDSCAPE BUF MAINTAINED BY HOMEOWNE OCIATION 3 PER TOHS COMMENTS 2021.05.12 ncipal PARKING CALCULATION • •�� A. Front Setback (Front Load -Residential Street 20 ft. min. - 35 ft. max. "15 "20 �� `---� _ •� Only) A. Front Setback (primary entry/address side) Rear Load Option ft. max:', Front Load Option ft.-°oo -000�, :� • 16. STREET LIGHTING SHALL BE REQUIRED FOR THIS PROJECT AND BE DESIGNED AND CONSTRUCTED WITHIN ACCORDANCE TO HOLLY SPRINGS AND DUKE ENERGY "°°°'irx- 4 PER TOHS COMMENTS 2021.06.09 g e. ..c' • min - 35 ft. max." for at least 50% of the visible building REQUIRED PARKING - CA ROLI N A SPRINGS PROGRESS ENERGY POLICIES AND STANDARDS. ADJACENT ROADWAYS WILL BE REQUIRED TO BE LIGHTED PRIOR TO THE FIRST C.O. AND INTERNAL ROADWAYS MUST 3 I 6 ... : ., facade facing a street �� --co.- BE LIGHTED PRIOR TO STREET ACCEPTANCE FOR 1 YEAR WARRANTY. C. Side 70 lot) 0 3 TOTAL REQUIRED 937 - --- • Setback (< wide ft.(for shared walls) or ft. min., 8 ft. min. along B. Secondary Front Setback (corner lots) 15 ft. max. for at least 50% of the visible building facade / 17. ALL RETAINING WALLS SHALL REQUIRE A BUILDING PERMIT. WALLS GREATER THAN 4' IN HEIGHT WILL REQUIRE ENGINEERING DESIGN APPROVAL AT CONSTRUCTION right-of-way facinga street SINGLE-FAMILY HOMES "� _ - _ DRAWING REVIEW AS WELL AS A BUILDING PERMIT. NO UTILITIES SHALL CONFLICT WITH STRUCTURAL REINFORCEMENT OF THE WALL. 2 10 D. Side Setback (> 70 ft wide lot) 5 ft. min., 8 ft. min. along right-of-way 2 SPACES/DWELLING UNIT 210 18. LOCATION OF STREET TREES AND STREET LIGHTING WILL BE FIELD -COORDINATED BY THE DEVELOPER TO ELIMINATE CONFLICTS. D. Driveway Length 25 ft min TOWN HOMES 19, INTERNAL ROADWAYS MUST BE LIGHTED PRIOR TO FIRST CO AND ALLADJACENT ROADWAYS WILL BE REQUIRED TO BE LIGHTED PRIOR TO STREET ACCEPTANCE FOR F. Driveway Length 25 ft. * '^- C 2 SPACES/DWELLING UNIT 642 1-YEAR WARRANTY. min. Accessory Structure � LEGEND Side Setback 0 ft. min. (for Shared Walls) or 3 ft. min. PLUS 10% (ONSTREET) 85 20. ALL NEW UTILITY LINES(POWER, CABLE, ETC.) MUST BE UNDERGROUND. 8 1 F. Side Setback 3 ft. min., 8 ft. min. along right-of-way Rear Setback 4 ft. min. MIN # OF ADA SPACES REQUIRED PER TOHS TABLE 7.04C 3 VILLAGE SQUARE DISTRICT G. Rear Setback 4 ft. min. or 20 ft max. PROVIDED PARKING - CAROLI NA SPRINGS croachm-• TOWN PARK Sheet No. C • O Note: Driveway length in the Neighborhood District shall be in compliance with the Engineering Design & Construction Standards (ED&CS) unless o Fence 4' max height front/secondary front, 6' max 100% max. of total setback TOTAL PROVIDED 1706 GRAPHIC SCALE otherwise approved by the Director of Engineering. The minimum driveway length for one -car and two -car garages is 25-ft in accordance with the ED&CS. In areas of the Neighborhood District depicted on the attached Proposed 20' Front Setback Areas Exhibit, topographical, environmental or height rear/side TOTAL PROVIDED (SINGLE-FAMILY HOMES) 210 NEIGHBORHOOD DISTRICT 200 0 100 200 400 design challenges have been identified, and a reduced driveway length is desired. In this case, a request for exception of the ED&CS Section 3.0 is required to be submitted to the Director of Engineering for consideration. The request for exception will be evaluated and a determination will be made as to the allowable driveway length reduction or the design modification needed to stay as close to the minimum 25-ft standard as possible. Under no TOTAL PROVIDED TO W N H O M ES - GA RAGEDRIVEWAY ( / ) 1284 FUTURE SECTION _ circumstances shall the driveway be reduced to a length less than 20-ft. TOTAL PROVIDED ONSTREET INCLUDING 3 ADA) 212 1 inch = 200 ft. \ \ \ \ 4 \ 4 \ \ 4 \ 1 14 1 111111V 11 1 1 , , , , \ , 1 \ DocuSign Envelope ID: C5E27B59-3476-4B9C-ACOF-B42DF79024CF k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C2.1-2.12 SITE PLANS.dwg-Tuesday, June 8, 20213:01:43 PM - PIATEK NUNEZ, ZENON SEE SHEET C2.2 FOR CONTINUATION SEE SHEET C2.11 FOR CONTINUATION too WiLhersRavenel I, %. Engineers I Planners 1 Surveyors 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.3340 I license #: C-0832 I www.withersravenel.com L\ L\ L\ L\ L\ L\ L\ L\ L\ L\ L\ L\ L\ L\ L\ - _ ��_� �-L� Q A A A Q Q Q Q "CROSS-SECTION B AND B1" / A /c,� / a Q zs - . \ \ I 5,750 SF I . _ ON SHEET C8.0 .,, ♦ __ R/W R=30' 17, 0 82' 8' / Q 75 pC• 18.5' :. / CO-RL 11+ " 13?2 CL-2C I I FM FM ♦ �yL LC \ BOC 84, /+•, l�jw Flo :� R=42.5' 4T �Q0000n\ , 6,204 SF , <G/ 115 -. f \ \ I I '/h B-e I � �� -wfiligi��5,038 CO RL 76 / CL 2C SF o Q9%;» 1 1151 PROPOSED CROSSWA �za- o / / (TYP.) '^-v// Fop '� PROPOSED STREET h _ F � M I. � �� , i ' ;011 BOC LIGHT (TYP.) �1 " SEE ROADWAY SECTION \ \ I I 5,750 S ^ - - - - - - MIN 1oxo0� ` �'a �/ - - - - - - -� _ ♦ 00 .. . \ i .. -_-- 01 1, R/W o R=30' / '= "CROS -SECTION G" ON SHEET C8.0 h BOC (TYP) %' \ \ I I I CL-2C I _ ` \\: h ` \ \ \ \ \ TEMPORARY CONSTRUCTION \ \ EASEMENT \ \ \\ 12' EXISTING LANE WIDTH PROJECT ��\� Q �\ A A 'LX2p FOP o \ \ \ Q Q� <38 ,off\ \ \ \ N. o rzs,�Fy6, e� A Fqs �ssco v A Fij �, �\ '<1 , A, k-A, v›�\ AZ \ A \A L\ \ b A \\ \ Q\- ` \ = - \ k\� \ \\ ' vv LIMITS J \ \ \ EOP(TYP) om. �115� PROPOSED TOWN 1 21 : SPARK PROPERTY LINE I 1+00 / � i z 1 V / WETLANDS (TYP) . 1. FUTURE I / EXISTING BOUNDARY/WOODS ' CREEK ROAD CENTERLINE TOWN PARK AREA / TEMPORARY CONSTRUCTION 25 AC �L EASEMENT XS 1837 \ (TO BE DEDICATED) 100YRPROPOSEDWSEL=275.92 L\ ,8_ / 8 / a \ \�I I 1 I / / I C I I 5,750 I CL-2C I i I I ,1 ' I II I 5CI I PROPOSED TOWN I I - PARK PROPERTY LINE I I 5 I I I I I �I 20' DE ��I I \ I ' CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA SEE BELOW FOR CONTINUATION \ S\ �� / � 60' EXISTING R/W V \ \ �V 0:�� / / Q Q 85' PROPOSED R/W N\ �� 30' STREETSCAPE / / BY OTHERS / / P. PROPOSED 25' R/W DEDICATION sC',p \ / FUTURE PUBLIC 10' ASPHALT PROPOSED BOC ��'( MULTI -USE TRAIL TO BE , \,• CONSTRUCTED BY LENNAR BY OTHERS '�0 \\\\ 9O � `� FUTURE PUBLIC 30' MULTI -USE TRAIL EASEMENT TO BE \ �\ / / CONSTRUCTED BY LENNAR \ , `\ \2 1 I I I I i I I I I I I I - - 1 // / %I \ 4 \A / / XS 1628 271.68 WSEE = / /� j Z \ \ 1 L� PUD BOUNDARY \ \ Q\ 8__,s, 10'PROPOSED A MEDIAN \ \ A\4 0� \ `• \ ROAD IMPROVEMENTS TO BE PART P OF A SEPARATE PROJECT BY RKA \ \ �\�\ . 4\A \ \ ` ♦ ,NA, \ vv 100 YR PROPOSED // EXISTINGSTREAM / / / EXISTING LOCAL//:IIlsK\\ / 100YEARFLOODPLAIN / / / PROPOSED LOCAL 100 YEAR FLOODPLAIN / / ' / ////\NA/ //L* / \ CL-2 / 7,,\ 5,7500 SF �'S CL-2C / SEE SHEET C2.11 FOR CONTINUATIC I ' SITE PLANS \ PI: 10+00.00 'I lO I I '<: �� \ o 30' STREETSCAPE 1os' ��C/ C — — ' \A I I Q. -�� 0� -0 L� L� L��L� L�-�� - 0 0 0 0 �-0- $�� g �� g �� -0 A_ 0 0 0 / SEE ROADWAY SECTION / / + "CROSS-SECTION B AND B1" / /8' Q U �\ Q Z \ \ 75 VWDE �� / Q \ � S tikliyfINEMIct. = 270 Q a \ 566, SEE''0 W \SOT\(HS012 ON SHEET C8.2 si' / _A _A ON SHEET C8.0 • A��x �� ^ o Q R=30' �I i 0 L L L A�- , - " ^ & •► LS �� 0 R/WFm \ / \ X \ \ \ FM FM 0 82' 18.5' CO-RL \ ^o ♦ Q FM �_ Q /� FM ��0000 �w o FM FM ♦�L� 0 4j \ v A A b� / / FM Q Be \ZS \ N A ♦ �\ V _ o• aim _ Ai \ �� QD A.h�CO-RL SEE ABOVE FOR CONTINUATION J PROPOSED o1'` ! % \ \ N�� \ \ 5' SIDEWALK (TYP) ' , \ / / C / /\�\� \ 4P1?/?'. \ ��' // 5,038 \ \ O F � so. I'\Q �\ oc,�0 �b ` �?� \SEE ROADWY ,a TION :'Y SWALlI�a ♦PROPOSE \ �. & A s: Q "CROSS-SECTION E" ET C9.0 ��`, / (TYP.) �► / o` \ •�i r .. OSED STREET \ �\2S\ / ' \ 88' F �� BOC o° ^oX\/ �� \ \ \ / _ -��_ �%/ I R=42.5' (TYP.) P.) \ ...�•RATIVE FEP �V 4 ,A \ \ !' �' w E DETAIL HS01 -_� �pc -------------- x- �. T — ��-------- _-_ __ OQ00., `,�0` L/P - - - - — — �_ - - - _� •-.. i - - - �oxoo . WOODS CREEK ROAD WIDENING AND UTILITIES WITH THIS PLAN END HERE 1A ,, ,. \ . . R/W 1, R=30'� \ 0 0 0 �� \ \\ / 0 85' PROPOSED R/W \ 0 \ \ \ \•\ \ A A\ \ 60' EXISTING R/VV S\ ,N A �� \ \ \ ♦ b A\ \ \ ,VA A\ \ �A \ ♦ �� V A\ BOC _ \� R=42.5' 2!,`c/ G4O `C�/� CO Jam\ .Q h \ / \� / \ Xoo \ 20' DE / V I� •' Q \ ' JlkONSHEET C8.2 `,.` \ O \ \ ® \ \ A V O �� \\ A ✓ \ \ Job No. 02190372.10 Drawn By WR Date 11/05/2020 Designer WR ��► II ��i `%�� N CA R ��i� � ��....... ��/� �� _ 2 SEAL _ 028892 ''� •��('•.;N61NEE,;•'�� •21 �� -DocuSign� O$c� ..�'...�,�` %i�� RA M . F %•• �t �VA� VWt��i�ur,��6/8/2021 <.� \ \ `� �\ R=3�R/w' %( % \ \ \ \ \ \ \ TEMPORARY CONSTRUCTION \ \ % A ` cp. , TEMPORARY CONSTRUCTION \ \ EASEMENT \ \ �1\� \a A �• `, �� / ' / oo / _ ^^" • SEE SEPARATE PLAN S' FOR PUMP STATION #1 EASEMENT \ \ N I\ \ TONS #17-29-PSS PROPOSED STRIPING A OTS` 0 \ \ R/W 0 . SHEET KEY MAP \ %• 66' R=30' O \ X9, • SOT ■ Revisions 1 PER TORS COMMENTS 2021.03.08 7 \ \ V / R=4 R=42.5' s' ��\ 2 PER TONS COMMENTS 2021.04.14 12' EXISTING EOP LANE WIDTH \ 4 I 5 -8 \ o \ \' �' \ 3 PER TONS COMMENTS 2021.05.12 —�—_ 3 1_6__I 9 \/4 \\ BOCLEGEND: PERTOHSCOMMENTS 2021.06.09 \ \ \ . • R=7.5' \ . \ 2 1 0 VARIABLE \ 12 ! EOP \ \PR EXISTING WETLAND WIDTH UOTILOITY SED EASEMENT \ \ 9' B_g R=10' ABBREVIATION LEGEND �� /\ \/:oPERLINE r TREE PRESERVATION AREA DE DRAINAGE EASEMENT (PUBLIC)MP \ � STATION 11 / GE GREENWAY EASEMENT (PUBLIC) UN IT LEGEN D \ �, \ / � 30' TYPE B LANDSCAPE SCREEN - B-40 PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT CA-R CAPITOL, REAR LOAD 85' PROPOSED RIW 60 � \ AGe SQL licR BOO \ Sheet No. PUE PUBLIC UTILITY EASEMENT FA-R FRAZIER, REAR LOAD GRAPHIC SCALE \ + + + + NOTE: \ SC + + + 30' TYPE B LANDSCAPE SCREEN - B-75 SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT 12' EXISTING EOP LANE WIDTH �' (CO SDT SIGHT DISTANCE TRIANGLE DE-F DESIGNER, FRONT LOAD SEE SHEET C2.11 FOR PROPOSED 50 0 25 50 100 \ \ . �/ \1 9�FF� \ STE STREET TREE EASEMENT CO-R COTTAGE, REAR LOAD CENTERLINE LINE AND CURVE TABLES \ iN `,10' B-B 6Q,eR \ I 0 0 0 30' TYPE B LANDSCAPE SCREEN - B-225 VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) ST-2C STERLING, 2 CAR GARAGEC2.1 0 A A 0 LE LANDSCAPE EASEMENT CL-2C CLASSIC, 2-CAR GARAGE 1 inch = 50 ft. SEE SHEET C2.12 FOR CONTINUATION DocuSign Envelope ID: C5E27B59-3476-4B9C-ACOF-B42DF79024CF SEE SHEET C2.3 FOR CONTINUATION SEE SHEET C2.6 FOR CONTINUATION 57 PM - PIATEK NUNEZ, ZENON sion plan\C2.1-2.12 SITE PLANS.dwg- Tuesday, June 8, 20213: k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdi 0 LU co Ed 5' FRONT SETBAcv (TYP) DE RRICADE 14 15 x 287' SDT I •1 l - SEE ROADWAY SECTION ' "CROSS-SECTION F" ON SHEET C8.0 155' /W 31' B-B STREET F (51' PUBLIC ROW) SEE ROADWAY SECTION '')SS -SECTION G" ON SHEET C8.0 10' ASPHALT MULTI -USE TRAIL (TYP) PHASE ONE TRAIL ENDS HERE 20' MULTI -USE TRAIL EASEMENT (TYP) NOTE: SEE SHEET C2.11 FOR PROPOSED CENTERLINE LINE AND CURVE TABLES LEGEND: + + + + + + + - POCKET PARK MAY CONSIST OF, BUT NOT LIMITED TO, THE FOLLOWING ELEMENTS: • -BENCHES -PICNIC TABLES SEE SHEET C2.13 FOR DETAILED INFORMATION ON POCKET PARK 1 EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 UNIT LEGEND CA-R CAPITOL, REAR LOAD FA-R FRAZIER, REAR LOAD DE-F DESIGNER, FRONT LOAD CO-R COTTAGE, REAR LOAD ST-2C STERLING, 2 CAR GARAGE CL-2C CLASSIC, 2-CAR GARAGE ABBREVIATION LEGEND DE GE PDE PGE PUE SCMMAE SDT STE VWDE LE DRAINAGE EASEMENT (PUBLIC) GREENWAY EASEMENT (PUBLIC) PRIVATE DRAINAGE EASEMENT PRIVATE GREENWAY EASEMENT PUBLIC UTILITY EASEMENT SCM MAINTENANCE AND ACCESS EASEMENT SIGHT DISTANCE TRIANGLE STREET TREE EASEMENT VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LANDSCAPE EASEMENT antt i ntr mHr FM PI: 12+97.02 SEE ROADWAY SECTION I -SECTION G" ON SHEET C8.0 EJ SEE ROADWAY SECTION SECTION F" ON SHEET C8.0 15 x 331' SDT IAD BARRICADE SDT 14+ 01 -J PI: 10+00.00 2,295 SF 1,870 SF 85' FA-RL 1,870 SF 1,870 SF_ 213 4,269 SFJ R/W (TYP) R=25' BOC (TYP)[ R=25' F- 56' DE H POCKET PARK 1 Lu Lu Lu Lu B-B 16' EOP 287' SDT 86' 2,299 SF PC: 20+ 1,870 SF 85FA-RL 1.870 SF 1,870 SF rl 211 25' DRIVEWAY MIN. (TYP) 212 85' r 3,660 SF BOC (TYP), 56' BOC (TYP) 1 R=25' 85 CO-RL 4,996 SF LE (TYP) - 1150' u W W W 115' CO-RL 84 4,600 SF 115' CO-RL 83 4,600 SF W W W W W W W W W W GREENWAY ENTRANCE PER ' DETAIL HS341, 4' SEE SHEET C8.1 4' W 115' 10' FRON 8SIDE SETBACK (TYP) <r 1 BOC TYP) R=25' R/W TYP) R=25' Igr 0 0 RETAINING WALL #10 p WITH SAFETY RAILINGS W O <10 MIS LU U- 0 0 125' W W 1 PROPOSED -5' SIDEWALK (TYP) 1 PROPOSED 5' BIKE LANE (TYP.) PARKING (TYP.) 115' 4,598 SF 115' 4,598 SF 115' 5,022 SF STREET K 86' 13+00 86' 51' PUBLIC R=25' 5,024 SF R/W (TYP) CO-RL R=25' 115' o 112' 4,338 SF 103' SEE ROADWAY SECTION 1- "CROSS-SECTION B AND B1" AL ON SHEET C8.0 Mier PT: 12+62.00 82, 47, . . , „k_dir ,..., „ , oc ; :tar / ,- \ 0 SDT SECTION 1B BOC PROPOSED HIGH VISIBILITY CROSSWALK (TYP.) BOC (TYP) R/W (TYP) 14+00 BOC (TYP) R/W (TYP) 5,024 SF R=25' BOC R=25' 4,600 SF CO-RL CO_RL 4,600 SF CO -RI- 4,600 SF SEE ROADWAY SECTION 1__ "CROSS-SECTION B1" ON SHEET C8.0 PROPOSED HIGH 4, 4, VISIBILITY CROSSWALK (TYP.) 110. 11 1 GREENWAY ENTRANCE PER DETAIL HS341, SEE SHEET C8.1 CO-RL -115 CO-RL 4,600 SF 37' SDT PROPOSED CROSSWA (TYP.) BOC R=30' N4A AN SEE ROADWAY SECTION "CROSS-SECTION C" ON SHEET C8.0 4,600 SF CO-RL 4,600 SF 11+00 L 86' 25' ACCESS EASEMENT 6,819 SF PROPOSED CO-RL 5' BIKE LANE (TYP.) • CO-RL 115' 4,628 SF 117' 6,300 SF 125' 6,204 SF 5,038 SF PROPOSED STREET LIGHT (TYP.) SEE SHEET C2.1 FOR CONTINUATION 4,600 SF PT: 11+64.81 20' PDE Eo CLUBHOUSE 15+00 LU -J 21' B-B 16' EOP BOC R=25' PC: 15+07.22 5' SIDEWALK (TYP) SEE ROADWAY SECTION "CROSS-SECTION G" ON SHEET C8.0 LLI LiJ GREENWAY ENTRANCE PER DETAIL HS341, SEE SHEET C8.1 PROPOSED TOWN PARK PROPERTY LINE 20' PDE 25' ACCESS EASEMENT 44/ 44/ ry SEE ROADWAY SECTION "GROS -SECTION G" ON SHEET C8.0 R=28' EOP (TYP) R=30.5' PROPOSED TOWN -sPARK PROPERTY LINE < PLAYGROUND WETLANDS (TYP) RE AMENITY SITE NTER DIVIDING BOU 17+89.14 SEE ROADWAY SECTION "CROSS-SECTION E" ON SHEET C8.0 PUBLIC 20' MULTI -USE TRAIL EASEMENT (TYP) 20' DE PC: 10+87.43 GREENWAY ENTRANCE PER IL HS341, SEE SHEET C8.1 PT: 19+10.22 VISIBILITY CROSSWALK (TYP.) PROPOSED TOWN PARK PROPERTY LINE PUBLIC 10' ASPHALT MULTI -USE TRAIL (TYP) PUBLIC 10' ASPHALT MULTI -USE TRAIL (TYP) LENNAR CAROLINAS LLC DB 17612, PG. 1928 PIN: 0730533724 LAND USE: VACANT ZONING: PUD TOWN OF HOLLY SPRINGS GREENWAY ENTRANCE PER DETAIL HS341, SEE SHEET C8.1 TRAIL EASEMENT (TYP) TOP OF BANK FUTURE PUBLIC 10' ASPHALT MULTI -USE TRAIL TO BE CONSTRUCTED BY LENNAR FUTURE PUBLIC 20' MULTI -USE TRAIL EASEMENT TO BE CONSTRUCTED BY LENNAR 12+00 25' DRIVEWAY 3,640 SF 35' PUBLIC 10' ASPHALT MULTI -USE TRAIL (TYP) L43 13+00 PUBLIC 20' MULTI -USE TRAIL EASEMENT (TYP) 6,500 SF 1,10 2,463 SF 2,463 SF 6,500 SF 20' PDE FUTURE TOWN PARK AREA 25 AC (TO BE DEDICATED) 1,868 SF 5,200 SF 14+00 30+64.95 BO (TYP) R=25' 3,008 SF PDE PDE I PROPOSED LIGHT POLE (TYP) PT: 28+80.06 COTTAGE i -5-ErROADWAY SECTION "CROSS-SECTION E" ON SHEET C8.0 PROPOSED HIGH VISIBILITY CROSSWALK (TYP.) PROPOSED 5' SIDEWALK (TYP) GREENWAY ENTRANCE PER DETAIL HS341, SEE SHEET C8.1 EXISTING LOCAL 100 YEAR FLOODPLAIN PROPOSED LOCAL 100 YEAR FLOODPLAIN TOP OF BANK (TYP.) 7,177 SF 6,281 SF 20' DE PROPOSED TOWN PARK PROPERTY LINE 30' HOLLY SPRINGS CAFE FEAR BUFFER 50 BOC (TYP R=25 23 18.8 6,209 SF 7,151 SF 115' 744 DECORATIVE FEN SEE DETAIL HS01: ON SHEET C8.2 I F- LU 5,750 SF 15' Ct 03 PC: 24+83.96 5,750 SF 115' 5,750 SF 115' 5,750 SF 115' 5,750 SF 115' 5,750 SF 5,750 SF 115' 1 it5 110 GRAPHIC SCALE 0 25 50 5,750 SF PT: 27i 0 eG 5,750 SF CU CU ft) v) roc a_ CU • 3 0 115 MacKenan Drive 1 Cary, NC 27511 1 t: 919.469.3340 1 license #: C-0832 1 www.withersravenel.com 0 0 HOLLY SPRINGS, NORTH CAROLINA Job No. 02190372.10 Drawn By WR Date 11/05/2020 Designer WR TDocusign.op 000A s: .• 2. .8. .8. .9. .2c.o? Revisions 1 PER TONS COMMENTS 2021.03.08 2 PER TONS COMMENTS 2021.04.14 3 PER TONS COMMENTS 2021.05.12 4 PER TOHS COMMENTS 2021.06.09 Sheet No. C2.2 DocuSign Envelope ID: C5E27659-3476-4B9C-ACOF-B42DF79024CF k: \ 19 \ 19-0370 \190372.10-lennar- carolina springs master plan \ CAD \ drawing sets \cds - phase 1-5 subdivision plan \ C2.1-2.12 SITE PLANS.dwg- Tuesday, June 8, 2021 3:02:12 PM - PIATEK NUNEZ, ZENON SEE SHEET C2.4 FOR CONTINUATION too w•th R I, Engineers I Planners 1 Surveyors 115 MacKenan Drive 1 Cary, NC 27511 1 t: 919.469.3340 1 license #: C-0832 1 www.withersravenel.com • • • :.• .,.,. Er 4 1 I 5.;1.-.M.-.7-IN1(T D1D.R1),I4V0.Y.. Y, P9)- 4\ I . ii1 770, i45x_)• • 7 SFW '0. / I.S 1 .-:' */ ID'A . .•-.:..:N.N4-.:_ I1I1 -.•-,•-•-. / 1FFA-RL 80C0S.- .T ...... •-:_:,.-: :• •:. ‘VLITYCROSSWALK(TYP) 25WAY P_in .:,•-: ._:,..•.-- .. :•.: . ;:.:...!: ... - 85 1!11 I'LL / 11p1 ESURTA0FAIN-F0I-GN-E0-TS G I0RN,Y # I ..•' .!.. \A THFE INL R5/B34W I __Lj ..'';...': _ _\_.•...i:.. GS _ / 1. 1I:1 0 I - .- 2F S \ EIL. , "*"/ ' 0. 12 -•..-- N -12. B I .lS,..3e.F. 57. (25CSSEASENT) ErNN-o ,_ -- 5,0SF cw06Pi)_R -''•.'_ 0WA0IAL 4e-3.•9-2 /20E T:26+. N 0R 0 CL-2C •'•,r i N VI 90' 1PROPOSEDli A,1 i'/ t.; --- :.•,0•• - °I o\FL°/WE .7A9-.).0 ..E.-- _2E,9„3(W, 10RETAINING WALL / / _ .. g/•, TR-H-I-i /21 _'_':•' BOCYP)/N NEIYl -•.;:N _..•. Y1I --• -._85" .V .EE': P) / lkr• , S°R L\° .....:4::.i ,- 1 .11 . 2F NI1Y 1F ,-948115D2S, C3 A0' P-H- EeO RI A/YI BP .'.i- - v7 N 9-o: N 5SIDEWALK z , N.. 2. 'C-• 5F `.; &/ / B-B ! i EASEMENT .. V /A : / FA-RL . 1 / 16i .•: ' aO .• ,0 ., -Lm MLm - .• N....„N ..- ! 1979 SF / 1SFA-RL .••„ N'..' \' \. N r 9 • CL-2C • :/"., ••1 • .' I ::• ..,.;,:;.%•,'.:•. i ...• • k / I N •'.. N N \ 2,413 SF VARIAB / 1,998 SF •••,•i ..... ."8 0 '.- .. • : /I N N \ \ N ,•?, ...",- / N WIPTti I? / N 6,000 SF •;!' / , - • • .r. I N \ \ N / . . ,. , • ..- . <N, ••:, / •-• •••• sr ir ,. / ...... I \ \ <••': ••••• • -.........z..:„:, . :-..„ .... / CL-20 30 PDE --....."' CO . 5' AKE E 70 ) Lk \ \ \ / -..„ / 2,449 SF ...: . / .••• • •'` ..., ' --/' / Alil I \\ \ ••••• '`... / • ..._- .411IAmimiv .. / 1 -. 30' / P . .... 0 a \ ---...... PC: 16+16.34 , A* \ \ \ / ....., . . b -..... / : .... ., **/ •..... • il '•\ ., • - • ..• ,J IgIL \ \ CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA -FUTU° ' PROJECT PHASE LIMITS , / .. • ' N CD // 7.. 4D ........... ---- -... j - I \ N 6,000 SF ) • • ." ••.• ;;i4' 2,297 SF N•\ 5' FRONT SETBACK (TYP) es, 0 til \ .... 4/ . r. A. f / '..,... ' . .. CL-2C 18.5' 25' DRIVEWAY •// 2,329 SF ( (..., \\ f • f, <i, ! ('‘.? <\, , .• 49 ' <0 /4skt; . ... ' es, 1,870 SF ....# - , , • GP , .• s -: 1,871 SF es, ,• • 4Rig N 6,000 SF /1_44/ e,5,, 1,870 SF 20'REAR SETBACK (TYP) - ... : - •;.-. # / IfI I • - • / ' .. / .:. - // CD ... c'D , • o / • :. • / I . ‘-'\> / 0.. • / •\, ,• 8s• 1,870 SF / ' FA-RL , .,,• , . e 0 '10' ./. FRONT SETBACK (TYP) ,4`, , / 1,870 SF es, \ \ 6,000 <\, - <‘, ...1....iii.! 4D / / ''';'V I ''.49 .. • ' /.,.: SF / . •• • .f/4 CO / \ ''., es, i PR CL-2C -., , • . ., 2,295 SF /./. 4/ 4C) , -._ , •.•!. . / • , i •••:: ' ...,.,\ N .„•/ p /c.) 0 / , /44t 7 ..'..:: •••. ••• • ,•.• i ,Q' SZ- • N • • • •••„,9,z: NN i,, , i - ..,, . • N PARKING (TYP.) OSED , -- -- -- -- ----- -- -- -- --- -- --' - ----- ---- --- - 0 • ----,.. -\- -- // IBOOK NOOKPOCKETPARK I I I I \l/ \l/ . 5' SIDEWALK (TYP) N ..!..• .., ... / • 1 : ._..• ..II,..,•/'3 • :'•:.,/.'. ,,Y.'. ...0 I6,E E-Te,sBA• CK (TYP) -,.,,/ •- FA-RL 2,295 / : ,. - ./:0..• , 1,0SF 1 8CSF 2295 . es' /410 • 41•)••, - N es, :: f•:' . /0' SIDEW11:..:.'.''',• .• 0 ** / . / .. : <i, 0. / FA-RL .• i.•: . .: / .,:•:. 'EASEMENT ,',6:5„,. 2,382 SF /0/ ' * N x>6., / '`'' / 1,870 SF ea-, • N - A %..A.' ' . '4'..• . '`-N. /.. 20' il, .::..... -..„.. ......:, :...: --c.. ....... - ___ ......• _ / . ,.. - ' ''''••,.. -,.. •• .•'4• l.'''':.P.V.:.%. RIS..O.--........._ . 01'(/) .....:0, ISE SWALK(TYP) ,2 i/ % FUTURE , * ''...?•.:,!.; / % / # % / / / % # - - --- -- ---- --- / \ AMENITY SITE \ \ 0 SEE SHEET 02.6 FOR CONTINUATION SITE PLANS o- x ,///:...0, /4 TYPE I NCDOT .. // ,,.. i..7 0 400. „Plir /*/ ALTERNATE RAMP '••• ,.. -,. // / •0 ..„.. - -- - \ -_ 10 CURli '':,. .;!..:.•:' 0 • / .00 % e $ PLAY LAWN * / r* / -1- ,-,--.) A 2,3°20 SF V / ;.... P/ - ii. )P/) 4. A- ' IDY,E.1' le / 4/ A.O.LKT„.S 5.E\. E.--'W ENDOFROADBARRICADE n1 7---7-.....;1,- 4. I ,.'/•:-'-;,•:•,.:-.-/- av 2587S .:;..:N..., / ..//• -t- - 92I/ / VILLAG/SQUARE/NEIGHBORHOOD / \ 0 -•-,:7:• Ni IS:E/ - / W:/ o DISTRICT CENTER DIVIDING BOUNDARY LINE -I- .!'.,•.-••1•• ..,..:f ••• 2,010SF 3SIDESETBACK(P),•„ / % -_- EAS'Az - - \ /*___ _ _ __ - NS.T" / ,x••.,•. ...-„?... i4 •...//p01Typ) ;e,/ 91,.•,...,.." • .....! / / / ........... :-......_r -...._ i 1986SF f 2,0SF /// 00. /0 542 /._ :hN OSEDLIGHT s -/ _ __ _ _ _ _ _ _ / I I SEE CENTERLINE PROJECT LEGEND: 5FRONTSETBACK(TY')" , •4. FA-RL 90 , / / Ia i,-_•_;'„'."••: t/si .. k .. :: !......- •• 20' REAR SETBACK (TYP) ,.. <.:1 / / • i-/ _ _ _ _ _ _ _ _ _ _ _ r c/ - POOL _ _ _ _ _ _ _ _ 44 / _ A\ * r\ */ 4 + ., • 91' e \ • - - - - - - - - - 1,996 SF / -I -/- - - - - - - - - - - , • Job No. 02 190372.10 Drawn By WR 11/05/2020 VVR WiNth li oi I 1 . i . • i . V 'EU \ EXISTING WETLAND ......1 \ --,74 . I . i " ; • • 41 - - - 4 9/: CO ii '''''--... otilill///401 s%•• \ : \ CA RG?'1, ..•• C\V• ********* _ * .1.. -)... 0E3%4%1 '• ., ...• 6.). . . - . . . ,., . _ . - • • - - • • :: : 028892 : . .. 9. • ••• ...• 4'itiC i i\IE-. "I‘ 1 .•/e k:6; ......... ,..V Docusig ./tiii: oss. FRra, r 4/11/111111"%t 6/8/2021 PT: 16+66.02 ..,•:://'.: -.0 . i - - - r\\ 0''; i'.':.:4 / ,'t --i-- - - _ \ - ) '‘)11elto' \ 0 N 1,923 SF „- ..• i / - - Lift 1.- ` Z :. TREE PRESERVATION AREA • P// ( .. . , . li 1989 SF , . . „ - i ----- .. I 74: ......„ ,..,.. & <ZE-' , ;' . „ • i I ii / '''''",„, i 87' i I I .. ' 14/ i I , - i I , i , • .!...:. I r II 4 //////////// 30' TYPE B LANDSCAPE SCREEN - B-40 i so, ii / ....., 4- 'c' il 4D , ,:. . .... SF 0 * \ PDE '': • 2,322 i 0 30' TYPE B LANDSCAPE SCREEN - B-75 o o N- ‘- ,....._. ----. 2,423 SF ... ••• I , , I ii / 14 X • • ..... , I 1 I TERRACE \ ,_ / "'<> 4- i- / •:•.7;' \/ \/ PC: 12+05.27 ........"'"\_,Z9-- \AAAL AAAA 30' TYPE B LANDSCAPE SCREEN - B-225 • 1 SEE ROADWAY SECTION ---.1 c - "CROSS-SECTION F" ON SHEET C8.0 I I ...... / . \ ' I / / i / / '<><> / ,..•; / , _ 3' SIDE SETBACK (TYP) I :::•.::: .,,, / ffWWWWWIlb SHEET KEY MAP ri I _ i T ' ....." i • .... \\ .,, 420,...,.,...,..., ,, _ _ % ' s-4,070.012,0_,,N,.# / i / _,,„...,„....,,-...,„:„.., „, Revisions 1 PER TONS COMMENTS 2021.03.08 „:.••• ii .er I 7 END OF ROAD BARRICADE :, 4.-.,:,i • 2,295 SF ,.,.. , I I I- I CD I ;- • :: ..,. • , 7 CLUBHOUSE /;, / 2 PER TOHS COMMENTS 2021.04.14 1 ': " ,, / il 2 cl I I 2,299 SF :..• I 4 5 UNIT LEGEND I I 85' ± I I W 1 . PC: /1+51.04 '. ' / < PLAYGROUND ::"• a 1 3 PER TONS COMMENTS 2021.05.12 •,..: .,:, , 1 • i I • -Z-- -- '0, CAR CAPITOL REAR LOAD 0 '•• _ • ,,,E 1 " ., i - - : / FA-R FRAZIER, REAR LOAD cl c" 1,870 SF Li < 7- -1 i 85' i LLJ ....., I 4 PER TOHS COMMENTS 2021.06.09 6 9 - .1**Aibl, •,..: _ 11 :• iii-H-Av •assio,fr DE-F DESIGNER, FRONT LOAD CO i CD 'fi. CO-R COTTAGE, REAR LOAD • . 0-, ST-2C STERLING, 2 CAR GARAGE , ,. clIcN 77t7.777- I . ow - II 1 •:; ... 10.' SETBACK , I <,-L) - os A----\\ I ' ' FA-RL 4111) ,..172,..7,...,; 0 FRONT (TYP) c,,,i . _p_.--.-------- 2 CL-2C CLASSIC, 2-CAR GARAGE Li . 10 :. il Er) FA-RL • ;.• c\I CD I ________ ABBREVIATION LEGEND 0 ,. . / I --------- 0 ..e 85' _ ± I 1,870 SF •' a Z"\i SO .. , 1 77 I i "1-1 , .:. . . 0 I ----- DE DRAINAGE EASEMENT (PUBLIC) 1.1.1 0 ,,, 0 . , . , • , I 0 I 0 L.L.J :-I . ,N ' 1 -4 ___I i c, I 1 1 1 GE GREENWAY EASEMENT (PUBLIC) + 0. 1,870 SF I 85' I -cl- II PDE PRIVATE DRAINAGE EASEMENT S' „.. - IDE - I I i • .• III PGE PRIVATE GREENWAY EASEMENT I-- a_ ;,.. • - 411) i 1 PUE PUBLIC UTILITY EASEMENT F..0 Ls, 85' . - - i -7" ,,'.......-- 1,870 SF i i I 1 • ak !__ GRAPHIC SCALE Sheet No. C2•3 SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT . 1 1 i 1 -Ik i 4D .;• I 30 0 1 5 30 60 SDT SIGHT DISTANCE TRIANGLE N f•A 55' I : STE STREET TREE EASEMENT 11:,: i 1,870 SF i 85' / • I VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT R/W -.,.:10',.::.::,01':•:7:',. SEE SHEET C2.2 FOR CONTINUATION , 1 inch = 30 ft. DocuSign Envelope ID: C5E27B59-3476-4B9C-ACOF-B42DF79024CF k: 19 \ 19-0370 \ 190372.10-lennar- carolina springs master plan \CAD \ drawing sets \ cds - phase 1-5 subdivision plan \ C2.1-2.12 SITE PLANS.dwg- Tuesday, June 8, 2021 3:02:27 PM - PIATEK NUNEZ, ZENON 1 RETAINING WALL #12 WITH SAFETY RAILS 30' PERIMETER LANDSCAPE SCREEN .. *5 • • 1 /77 i: • EXISTING EOP o TIE TO EXISTING ROAD \ Imo wi th R Engineers I Planners Surveyors 115 MacKenan Drive 1 Cary, NC 27511 1 t: 919.469.3340 1 license #: C-0832 1 www.withersravenel.com II • • 7- IIIII VI LAG QUA /NE c BORHOOI ± ± ± + DI RIC ENT DIV ING :GUN RY 1E 1 + + + + + + + + + + ± ± \ / , _ J 722 22' 33- + + + + +- +111 1 33 22 22' I --22 •11 T - 7 1I1-1-1 1+1111-11 111-1' I 22'- 22 - 1 7 1- 1i17E. I L -22 ._ I I 1 22 22I "20REARSETBACK(TYP) 3SIDE SETBACK (TYP) I --A - I__ 1 • \ El I I• ' SETBACK(TYP) i .. / I-3SIDSETBACKTYP) - i1 31+99 A II: --i PROP DSED '•• o / 0 , E_ -i444 1 I I 4 _i_ 3,836 SF CD 2,435 SF CD 2,435 SF 0 2,435 SF CD 3,615 SF ! - ' CD 3,615 SF CD SF CD CD 0 r= 1 , _ CD 0 0 5' BIKE LANE TYP.) I . u) i ' 15' MAX SIDE SETBACK (TYP) FUTURE PHASE I , . .1, I DE -FL -1 . i i , i • i : 2,435 2,435 DE SF -FL 2,435 SF 3,615 SF 1 i i ! :: 3,615 SF 2,435 SF 2,435 SF DE -FL stiD 2,435 SF 00 2,435 SF 8' 4,482 SF I SIDE SETBACK (TYP) - 4441 ,..,: , a \ / i • 1 \ 330 3,867 SF I i , silD 2,429 SF 011) 2,428 SF 0 2,428 ST-FL SF 41D 2,427 SF 019 3,419 SF --: ! , --- I. T- r I i, 1, . .. . .. ,,\ , •. 1 1 _.__ :__;.-.---. i R/W (TYP) ;7:4 R=25' _ ' 4 • , 25' DRIVEWAY i • 20' FRONT SETBACK (TYP) - ••• '., - • . i•• ii VWDE • i r- I-- -- ..•••••• •••••••-.. MIN. (TYP) . , . • - ..., Fr • ..-- . .. / . .• .. PROPOSED HIGH .... ;: • ' ' ..--- •35',..• • . •14. a 2' ' a ' • '• ' •.,•. I ‘ ISIBILITY CROSSWALK (TYP/r .. • \i.t.';•••;.-1 i. • •••• • • ..- „. . ,. ••331. - ' l' , c7) - , , . • . - \ f':.......' CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA 33' • ' .. - • ' 20' FRONT SETBACK (TYP) .4 ..,, • ,• . All,41p. (TYP) \ • .':' !... • ... •.,,.......,"";,..1> :,..,• . ,... , ...:• P:. :,,,.: :,.':.!' • . .. il I I 1\1 I "°'41'1. 2: 1' 22' . ,..• -..- " .. • r \,f47.7.---fl'H.,,, ..R= ••:•:22' A ' •... '.:...;•77.:•;41.7 , +.• .., STREET . 1111' ' ...'?..'• ,, • t END OF ROAD BARRICADE - - D 20' FRONT SETBACK (TYP) 4 , •'., • - 1) t„. - - L17 I- .. • , - I (55' PUBLIC ROW) _ - 14+00 -0 SECTION SECTION 4 . , _ 13+00 _=-- 15 x 331 WY I - -I - --"3-7- - 10 i 12+00 55' 411111.1111 11+00 11+00 R/W B-B 10 1 _ PROPOSED 1 8' -- ' 15 ...- •Alk ,,,,.:.:i;-. .:.1..;;,...-: 18.5' - / STREET D G____ 55' 3 5' SIDEWALK (TYP) x 287' SDT -::.-;.•.:....;,.....7 • '1'' ''..: ''k....4' \ T RAN BOC --: :-. *.• T ATE.._ B B (TYP) ,...4: •T\ (55' PUt3L1C ROW) 1 q 287' • (.„ . R=25' ilft , \ T T 1 SDT- •„ . • - - ., ,•,• 22' 1917 19' -Ty -- I - - ,... - • :r.....:!f.;. .4 S ' .• ' \ el....-. ..... (P.. T 24' p 24' • _ 19' 19' ...:.: • 4 ' (P 'b 15' MAX FRONT SETBACK (TYP) I 19' 19' 24' 24 -I- 1 -1 BOC ' . . PROPOSED 1 0 -;.. -R/Vt 7= I I ---I I 1 19' 19' • 19' 19' 20' R(TY2P5). \ ...... • ''' ... BOC (TYP) '' 4 .. , .4 A. • '• '', . 1 \ i- (TY-P)-•-•-•- - --,' 1 L. R=25' 5' SIDEWALK (TYP) . ., 19' 19' 19' 26' . 20' PDE r•- . ___ '9.9. ,:., ., / 26' i .-•. ..;••••• 1., §-\ CA-RL R/W (TYP) -ii 0 R/W (TYP) --------- ..• ' --I ,CA-RL CA-RL R=25' i i .A. - I R=25' - CA-RL U.] ct 0 03 •;.;:. i..,:. ,.....• ,... 0 3,680 SF 0 1,591 SF 0 1,590 SF CD CD 1,591 SF 1,590 SF 0 2,014 SF I 1 0 2,013 SF 0 1,590 SF CD 1,591 SF CD 1,590 SF 1,591 0 SF 0 2,013 SF I I 1 0 SF 0 411) 4D 0 i 0 • ... ,.- . 1 I I i I 2,012 1,591 SF 1,590 SF 1,590 SF 1,590 SF 3,519 i SF i 82 0 se 0 4D R/W org) , 0 -I ---A I 1 I 2,543 SF 1,592 SF 1,592 SF 1,592 SF I , ! II I 2,184 SF SF .=, f----I- lc- I .%-' 1 15' MAX SIDE SETBACK (TYP) ; ,229 -1. -----t- -----1 BOC (TYP) 39' I _ 1 1 i - ,.. I I R 25 1 B-B IBOC i - ' i '. ' .:;.., 25' DRIVEWAY :..: "•-• , ' - - (TYP)! - - • • • • • -.!'.• ;i•7: ;i: f R=25' I 4 . . 1 ! . . .1 -... " 1: • . A ' ' 1 .•:!: i •- 4....,i1..: i I I • ....: 19' ,.,.. 19' 19' --- -- ..-...,.:':.„. .:,...:,,,,,.: • :4,.:. 113 24' 4 _ ' "• 0'....,::.1 . ; 19' 19' ;:; 19' 19' :%::,;:•.. .:.‘ 24' , : . , .:• . ::: . . ' ... • .•••!. , • *A. ... .:.:‘ ...I ',.. • Y ....; . ,, • • " ''1...::: • ; :. • ".•.•...,. C R2 S WP AR L°,,,KP . (°T SY EP D. ) - 1 010:41dyi ) 1 ti4A1PP ! , i • .' . ' 25' DRIVEWAY ,. i i i i I I ---r- 24' •:...,,ii.e. '...-.:t9.,. , -1 • p A• I - 20' REAR SETBACK (TYP) AlEY / -,---- ...-i• -r- 97 - - *. 42.5 • >< SECTION 4 \-1011 1 1--- 0.) - ' VALLEY WO co WI 19' I I . '2f 21' 16' 26' (2 ACCUS EASE-MENT) - -;-17--TOP CURB (TYP) SECTION co .5 - 0 2 ... cN - , _i - I ilk ALLEY 1 : _1 20' REAR SETBACK (TYP) I + ii -Go - <C r 12+ SITE PLANS 70100,1 19' i I m , ' -\- . ... 19' 19' 24' 24' '. 1 • 19' J.- -I 19' 19' 39' LI j li(2 5' ACCESS 4_ EASEMENT) 2.5' CURB ALLEY (TYP) ;.. • .' . - • • . r• - - ,- - - . • . .. ... 51' i R=25' 4••:;'•:.',,' iT... 1 , MIN. (TYP) . 20' PD1-- 1.:.... :.,:,; 1 li•••••!.i I ------- .. ii'...• • • ... ..... -I R=25' I \ ___I 0 FLU Elf LL CO . 1 i. ... •::;.::''' i / 29' :-. ;••?t:.';'•• • ,i.`:-•••.::.•.:' . 22' 22' - - _ _r- i I 4. R/W 27' I'' V•:.' ... ..-•.. I i i • i '',..:.;',1 ' .1 I I I . , ..;..,:•.. •.:..:;!.: ,•.. I „ .. I k.:..1• ..•:.1;.:• .:•,•;::i.,?..: "''''' I I i i i • •,"'' ._ , _ ._._. :'••• 1 _ I _._._._._. _ I _._._ _._._._._._._._._ PROP5SED HIGH \ 'salmi ::I # Ltj v• ... / BOC (TYP) I .. • . , . . i - .. • B-B .. • - I I I I I i ...!.:.:'.::: :- :. ,...!4.:. VISIBILITY CROSSWALK (TYP.) C,11! 1 R=25' • I____ 1 .,. A .',.;• • • !I 1;.•:.;::.;.; y',*,i. I Jo ..I. - - -.. , • I i . ".. \I 1.: BOC . _ I ' I I I I II\ I :.: :: (TYP) _ .. 71-A, . - 3,314 SF 1,855 SF 1,855 SF CA -RE, 1,855 SF 1,855 SF 2,348 SF :1 d 2,348 SF 1,855 SF 1,855 SF 1,855 SF 1,855 SF 2,348 SF ' i • 2,347 SF 1,849 0 SF 41) 1,836 SF 0 1,822 SF 41) 1,809 SF 411) 4,792 SF , 1 I I .4•.: ..,: R=60' OPEN SPACE i i 0 2,456 SF 41) 1,870 SF 0 1,870 SF 0 IS LEGEND: I II 0, CA-RL8' 1 0 tECTION 17' 2 EOP I 17' EOP "; t::; 7 R/W (TYP) i i 1,870 SF 2,465 SF , • . BOC I TYP) II I CA -RI: BOC (TYP) WI IN 1 i R=46' co . I t A-RL ! 2 i • EXISTING WETLAND ' i i R=25' I R=60' SECTION 1BI - ;.•:.• ! R/W (TYP) II I R/W \ 1 , ••-.. x II PDE to p ___L J J , • - ' .. ./ -• i TREE PRESERVATION AREA •'' 15' MAX FRONT SETBACK (TYP) ' Ilk r - . ' .7=-1- . SECTION 5 12 . 19. \ t-- , 19' 19' 19' ... co 30' TYPE B LANDSCAPE SCREEN B-40 -MC 24' '. - - ,I* 4,7.' - : • , ti,•:.••• - EOP 1 l'r Lk, / :SECTION •'''.'.' •,.?.;.., ':. :' T. , _ 3,.•...;:;1';':..., , • • .., ....-, . t: !, '::?...i......4..? ..:, .......:.:. DPROPOSED ROUN ABOUT \ _ . ..1:' :.::....:.':::::..:..::;:.:!..•••!..*: • + + + + . . c , ........:,...:. ,-,•, •••• •., f;•....:,,pcif..•:%.;:.::•!•4:•:.. t.;:,:::•i. ':'4•4';'::•' ''''i••.;. 2.1: i 4:•••••;:-• "4 ':•':i :•:,...-, . ' .? .:•.• - ...,.. .- .;• - :. SEE SHEET C8.1 DETAIL HS313 34' - ,., 30' TYPE B LANDSCAPE SCREEN B-75 :•.3-•:.:::.:1.:: ..e,. .. , :•.:.!:..:,:':, ., -t BOC ... • - .. - L., ÷ ÷ ÷ - EOP -EOP END OF ROAD BARRICADE . I I- 1)-- I < 55' 23' 30' TYPE B LANDSCAPE SCREEN - B-225 -I PROPOSED imm Z ...i+ 15+00 R/W I-B -I- -F .:,. 0 17 _ mi 14+00 - ..::. 5' SIDEWALK (TYP) I EOP --4 13+00 13 c,• - _ -I UNIT LEGEND _- -- H 1111111111 Zi- ------ I + - (82' PUBLIC ROW) ---- Nr1"17-------- 12+00 0., - c",_ so , .E:. CA-R CAPITOL, REAR LOAD -- ---- 8' SIDE SETBACK (TYP) \ 10 00 I 1-em-n----0 ...-- 12+00 C.) - - I '' i;" ''' A.. 15 x 287' SDT -Wm -- FA-R FRAZIER, REAR LOAD , . ..•:/. , !:'••••:..;••.:'.•.'ii;.'.• i•;'::.:`... '''' 4.. ..:....;,...',.•...".•!;":.:. .::::::..i..:. • . 15 x 28 1 'SDT Z.') i, EMIL SDT -±- ct Job No. Y:W _ '., ... ;:i...1 . '1. 0-4' MN 0 6 - 15 , 331' 0 O' P' .. - , P ----. t Ca M. LL CO-R COTTAGE, REAR LOAD • - • ':f•'.' '4i44 .14 r iii) SDT ."11%. 0-- E10; Date 211 RR DesignerDtr.11,01.%Inicysi:B u-) --7- (17---) w 15 x 331' I : Z zc\j ST-2C STERLING, 2 CAR GARAGE - --- I cr) 0 0 CAROLINA SPRINGS BOULEVARD - .-....., 407- ii . F- - CV CL- 2C CLASSIC 2-CAR GARAGE 1b51PUdIC ., %. BO-----------C (TYP) II• c..) Li..1 . s°12, ti.%1...\ is::.<1,..53.1;:2101. s.•"(-\\<` 00000000 1/4* /, .. . . . .. . • - . • - .• • SEAL .4 = • csi:msAi M. :: .• 028892 : = . . • z ... . • .... ... • . , ....... .--DocuSi..:frgrevie/un:RA Vtlira• reAlitillii". 6/8/2021 .•:. •:',/:i'. \ I ROVVrmimm.° /.... BOC (TYP) ., SEE SHEE- / , • • // R=25' \ ABBREVIATION LEGEND 10' RETAINING / R/W • 5' FRONT SETBACK 11°5' i (TYP) .•,:; . (TYP) LE (TYP) 1 t • I WALL EASEMENT / R=25' DE '':-. R/W (TYP) u i -.. i BOC (TY)s., , . \ DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) RETAINING ill R=25' 21:(0'3R3EllRISTETBACK (TYP, ) • i R=60' . \ \ I 25' PDE . 26' _ _ WALL #7 BOC (TYP) ;•,:.,. 0 .; I I \ PDE PRIVATE DRAINAGE EASEMENT WITH SAFETY RAILINGS / 4 R=25' - PGE PRIVATE GREENWAY EASEMENT ... ::.:.• 5i R/W (TYP) \ I :: .... 3,420 SF ii I1.1.1 11 R=40' '• r: PUE PUBLIC UTILITY EASEMENT / .Yf.:. 85' I I I BOC (TYP) I i • SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT co z • ... ,: f:;..• . ,... :..)::1 - i- - II 0 3,661 SF 1 1 R=60' i i SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT cp p PROJECT PC: 10+84.20 0 itgi .I_L_Li :SS EAS - 17' 1 17' R/W (TYP) I 1 CA-Rir i I „ 1,870 SF -r- • EOP EOP R=46' i . co VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) 1.J.J _ • . UJ i 85' . I LE LANDSCAPE EASEMENT ci) ,... - ..,';:•;, :„,.. LU 0 OPEN SPACE • • az) • ••• ' • __ -. < I-U I `. '''', • . ! -cl -.-••!: 1 •••" FA-RL 0 1,870 SF I I I i 2,196 SF 1,601 SF 1,601 SF 2,196 SF Revisions ----, „.::.!..,:":.-•:1• 0 < it .;.•:...• i 1 -----_ 25' MIN DRIVEWAY (TYP) ! I 1 i i IEID . 2,16,,sf... F.: 1 PER TONS COMMENTS 2021.03.08 / I Ls) I 77„, i:.• ! 1--- ..,:::.•..-.•.•; _ 85' .''., i -II I 7 ' I 2,317 SF ':•.;,.: C..L...1 II --' • • \ i -___I .!....• .:i'''• I ;:, ..: I cc: 0 1 I 2 PER TONS COMMENTS 2021.04.14 L__ - FA-RL li I I ..1'•'..,:.::. ' / / \ . . : I I I PROPOSED HIGH i I ....::...:....Y., I i.j.-• ..;: i p:. KSIBILITY CROSSWALK (TYP.) I 25' DRIVEWAY * 3 PER TONS COMMENTS 2021.05.12 .'''•• • - • •.: 4 ' o . i \ BOC (TYP) I MIN. (TYP) '••.:.•..1':'' • • ....,••:.; . i 4:....t.;...1:..:2.;;!0 'fi:.: 1 10414 ... i , il RETAINING 1 . .,.. .. ; 85' • •.- . ! 4 PER TOHS COMMENTS 2021.06.09 39 / WA L # .... 54 •'• • •;.••: ••:.-.,-;,•!..l;.".. I 1 I . 19' 26' ; - WITH SAFETY RAIL NGS - R/W - --I 0 I co I ... . I I i I - _ r''' \ ---:-.9q7---.-- 2,309 SF 1i oo il AEI-sI-sEE // . ..-- ..--- 779, i I I 1 0 YAS3EMNT) --- / 0 --------------------------1i 31' i= - - 2.5' VALLE? i --......_ . u LJJC) ) (25-\, Ace I -I- - ...---5,757 SF CURB (TYPI - - \ x\ ci) \ ..,,. 1 tillbari ci) .4::, --, 4. 20' PDE I 2,439 SF i / 7: 26÷:]i.9.. .... ir 4,• , , ..-- :„ \ .....'" ..•• I if..........."'s / .--- - CL-2C .. PROPOSED •rs, 90, VAR IA8LE K X I I I ..--• / \ 10' RETAINING WALL \ • ,,,, . i - LIGHT POLE WIDTH RUE / I,, :,:',. '7,•': ' --- -._ N..-- --- -- -_ ---. -..-- - EASEMENT •••••••• .. • / 6.-3 1._ ..... / rit 188 -. ilk N.,. - - _ _ _ _ __•-••• -...., "" ... •--../ i,---•........,.... :! SEE SHEET C2.3 FOR CONTINUATION GRAPHIC SCALE Sheet No. C 2 • 4 30 NOTE: 0 15 30 60 SEE SHEET C2.11 FOR PROPOSED-'''''' CENTERLINE LINE AND CURVE TABLES _ . 1 inch =30 ft. DocuSign Envelope ID: C5E27B59-3476-4B9C-ACOF-B42DF79024CF k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C2.1-2.12 SITE PLANS.dwg- Tuesday, June 8, 2021 3:02:43 PM - PIATEK NUNEZ, ZENON + I I .,'...: I ��1 "'' ` • I..:i� � SEE SHEET C2.7 FOR CONTINUATION � ' " I ! � - 30' PERIMETER „0' II , 1 { -' j LANDSCAPE SCREEN I. I I. " ' � ; 1-J ! 'I ] I 1 . .: N 2 420 SF U 4 f - yf + + + + + + + + + + 1111111/ ' ■ 1111111 + + I♦ill Jf I r •1 •: •i I I f J:• • 110' F' 0 I 0 t 4i .. •, 30' PUE 2 'PDE 1: I.. h _I 1 wy y, • t�. •i r• sk. :i•' I I f� n 3410SF 25' DRIVEWAY'', c' a �I r � - - - -�-+^= < I 1 PDE' f1 - IIIIIIII� r I + + + + + + + + + + + + + + + -iiii + + + + + + + + + + I I 4' . - i I - - f- - MIN. TYP 1 •r_ � --•___• F� ,'g' 22' 22' 31' I - F- -- - 110' . II - - - -•_�_ _ -N j 31' -i I'1 I I 22' 22' - II -:.1"..� - , I I 31' 22' T 22' 31 - - i _--11+00STD T 31' 22' -r- - 2.5' VALLEY CURB12+00 ALLEY 5' SIDE SETBACK (TYP)I _ �-___ 11L44 ii22z2 - 171_ PROPOSED�-_i (25' ACCESS EASEM NE T)I !i -�nI'y I/ -r 20' PDE I i 5' SIDEWALK 2a':;.',r' (TYP) /� •:'22'. ' I i RETAINING WALL #9 I 4, I +\� 1: ;z2'.• f . ,. T i - - _, ,• •29: %0 WiLhei%. Engineers 1 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.33, I I - - :f T I zz zr • r - - - f I I �: I I I I _. _•_ - _. I I I I I I - I. •r I i ••i• I •� I I I I II I III _ �I.T2SDRIVEWAY I ;^i I I I I I i SIDE 5'SETBACK TYP I i 1 . a i el 4D ® I I I i I cp i i I I I i I I 1 i I I I I 20 PDE I 3 410 SF F, • ti N I LE TYP I + •' MIN. i;: TYP i i I i • '• I I 242 8SF 2 427 SF 3419SF d 3417SF l 1 . I I III r. L: I I ' , i I 2 424 SF 242 3 SF 41 3 3SF i � 3 397 SF 10' i i`. i t y' i I ��., -2420SF ST-FL I I . fi 242 SF O 3,408 SF , i• ® t •4 ^I I I I al ' ST-FL I . I i i 2,417 SF 2 41 SF 6 2,415 SF 3,402 SF - N I i j N N • J - 15' MAX SIDE SETBACK (TYP) ... j i i ._ `';'` i '.: i �I �I j i. ST-FL i , ; I • 1 ® - I ' I i j �I ;• to - • i....i ST-FL j'••. 111 I 2,420SF l':1". r,•'.• -.: - - i ; �- j i _ - i EM-FL o / EM-FL _ _ -__�- i ! d�.i I i a _ I� ola i i � 110' �. yJ.::':'..:'. „'t.:� �_+.' 4• ' �_ I I •�: I j j � I EM-FL - • i I i ! i j .�� fi, - I 51 i i � ;� I i I 1 _-.- - - l r� 20' FRONT SETBACK R/W 1 - - - - - - - :� :: . - q 1 I .1 j n1 (TYP) 1 1 j i - I- i 3 693 SF CD 0 - _.,_.. • .1 I 15'S (TYP) SIDE SETBACK TYP S C PI: 1 + 81.89 �: 2T 2,293CD SF 2 292 SF SF ® •.... .,... .�::. . • �. .... , . ..,:::.... . , ' . 25 DRIVEWAY :...:: .. •': w. • . - - - - -- - - - - - - - - -- - - � � :;.`' , 'a. I I BO2,292 C (TYP)i CU B B I 3 02 1 SF i i 3,020 SF 2,290 SF 2 290 SF ,..• ..: MIN. TYP , .. .,..:. •�.S� .._.._._._. s<� - • I I _ �- LE TYP _ R-25' ® R/W TYP 4226SF •I `; r.; ::: f BOC (TYP) R-25' 1 5' MAX FRONTS SETBACK E �I TYP i I 3 018 SF j i I. 3r... •�t • -; 20' FRONT SETBACK (TYP) TYP I' Rl/W (TYP j -r, _ ,. _. : , ...... _ i Tz �'r t• a,r~ 'i" • . 3T.'� 2 �• 22' l, ' d Y x _._ _. I z LEY RB IrP _._ r .,o 22: _._ • ( TYP v' tit J T'Y, . •' ♦ - 2' 22' 2' 2 I 2 s" CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA 22 PR PROPOSED 12 00 •. �: ,: 2s' 55' 3 ' _ I - 13+00 5' SIDEWALK TYP (TYP) - I - STREET D 14+00 15x331 SDT I _� _ _ I _ 15+00 15'SDr I L16 15 x 287' SDT (55' PUBLIC ROV - - - I - 16+00 31' + �}- - 55' _-0 -49 pp 1 _ R/W - �-ts i I 18+00 T 18.5' s'- - STREET D 1s+oo - _ =o I - 55 _ I - I . R/W 5' PUBLIC ROW) - - f......:,... ':Y -.� BOC(TYP) •eraci'� / \ g�� - •,.J•:q.:•';f. •26' 15x331'SDT J.' : ,.r F . a. .; x rT 401 I s'e. s' 5• , S D r ♦- 85' zs: L 33 S II � . 19 26' 'r'• .� r _ r 28' t : s 19' .. - o 15' MAX FRON(TYP) ETB ACK TYP � _._. _._._._. I 19: 26 _ ,. t: ia8'mmrw- ( ) , 9' 19 ' 11 ON -STREET ,nAt 33, - Y r • RL ill 26 • i I CA-RL ! I I B B I r PARKING (TYP) I� zs 's' 19 - - - - _ I I I r' ----- -- .10+8 4.33 21' BOC (TYP)' 19 19f` 26f; R=25' i _ CA-RL CA-RL i B B i 16' I __ I _ - ) 5F . 2,184SF : ! I ® 2,229 SF 1,596 ® SF 1,596 0 SF ® 2,149 SF i i I i 2,233 SF ® 1,599 SF i ® 599 SF ® 2,762 SF i ! SOP n c D CD j i ®j �I I� i CA-RL N I _ 16' EOP IN I�i CA-RL °' `� I ' i MCA-RL i I j �� I L ] 2,743 SF 1,602 SF 1,603 SF 2,199 SF ! i 2,201 SF ® ® ® ® j j 1,605 SF 1,605 SF 1,606 SFSF'! 2,204 ! ! E!!f i I ! I ! 2,205 SF 1,608 SF 1,609 SF2,756 SF 25'ACCESS �� P �►/�4i��=ram I '...;f:.~ • r 1 ��_� ® I • � I I J i EASEMENT I 1,612 SF 1,613 SF 2,213 SF ! �� ®• ,.. I •I I ~,.;i:'',� �:, i a; • 1 BOC (TYP) I :? I j �- i i 2,215 SF 1,615 SF 1,616 SF 1 j - i I i I j I 'An i 1 R-20' I I I I s:' I I I i 1,616 SF 1,617 SF 2,218 SF ' • iCD 25' DRIVEWAY . I i IIi i I I I I I ;-+ I I I I Y i i MIN. TYP i E P 0 TYPi I J• i i +; I i J ' - R-2 2.5' i , 25' DRIVEWAY i i I •v' i I i I i zs I _I __L _ 9 II _I L 26 1 ti / I {: ' • "s r: _ i II I I 1OC .. MIN. TYP I I I I I 1 TYPi I I i i I BOC TYP I i i I I I I - - I I I- R-20.R-20'I - Ii I 12 �' \ 19�.-,",: I -s'I 1:194',....._ 4 CT_i, tii v 5' DRIVEWAY MIN. TYP2.5'�AL • • _z _ 13 -s I-- I- 00 ,s' \ - BB EuP - -�- - 14+00 J.' _ - I \r is'y-- 19.. 19` ?a4y i - -_: -- ----I- CURB TYP --�- L30 ALLEY 1 SECTI SECTION 26 19:, 19i _ _ - + 5 0o -_:.j9` - _� 26 1- - 19- 9 _ 2.5' VAL�E 1.+11 - - -- - _ - - -22 ' "'•' '+a- - 25 ' ACCESS EASEMENT)�- - - �- - - 17+00 16 - �6 - _ - - J: 29' T - - - - - CURB - ---F- - _ 17+51.4 6 �- 29' 22' .;T.. ,:• ..- ` . N I _ -i- - _ EOP i I 16' OP •3 - :=-;• 1 8 1q+ 8 /\ 6,7 �OC ONE -WA Y - _ 30" VALLEY -- - '' ^ 2z' 22' '' - - - - - I -CUR J 2 DRIVEWAY 5 , . ; .::. • . . .�:. : "` � /! `ti BOC TYP 1 i - 2 Y s zz' 4-e=� _ - - - __ R-5.5' 3 0 8' 29' _ L45 30" STD E P 37' CURB SITE PLANS ,.:.. Ja I I I •IN. J. • ( TYP ) v • : ,. �:: ':: • •'� 9 .: I I I - R-20' i ..� w%. ti:'• '�s' h ----. - - 7 .. 22' 2 6' i \ TYP. 18.5' EMT UT TER +I 1 :• 1 1• I I J � j '25' DRIVEWAYt SIDE SETBACK TYP \ TYP. 18.5' .. ff•i - - - � , . ... , � °.7 _QJ • .. li.,. rr • , ' ! - -- It: / �� 00 1 j ! - i I - ! VWDE \ `t. Z ilD CI ® ! _ I } \ O 1,870 SF � Q A-RL D z 1,870 SF 2,465 SF I I ° i 2,465 ' j 1 SF :b 1,870 SF 1,870 SF FA-RL ,870 SF 1,870 co ® SF Er,i 3,064 SF ! I _ i i I i 3,064 i 1 ® 1 SF b ® 1,870 SF 1,870 FA-RL ® SF 1,870 SF 1,870 SF 2,465 ® SF I (TYP) i ! ! , ! I�i_ 1 j i n i ° i 2,465 ® SF ® 870 SF ® 1,871 SF ® 1,887 SF 1 ® 1,934 SF - i j i 1' i 2,675 SF I 5' CONCRETE ;;: +++++++ 5' CONCRETE - SIDEWALK : i•: i a '' \ + + SIDEWALK i I - .,'......../ PROPOSED PRIVATE \ \ \ + / Y . \ / 5' SIDEWALK (TYP) i \ \ \' \ `i' `i' `i' `1' / / ! \ \ r \ '?: 2 ?� ':. ` \ / .I, .1, * * ` ,; / ;:':'..::.•:• \ / :.15' Q Z i i I I 1 SIDEWALK .'+;� \ - FA-RL � i• EASEMENT .� �L � �L � � � �L �L N. z - L�- ----' L- - - I I ! / • 2\ `�''�- �. z� 37 � - - - - - - - _ _ _ _ _ _ � I i i• (TYP. ( TYP.-.�'.;.:.\ _ - _ _ _ _ _ J 1 I L ! I \ 18. �IJ ,IJ Ni. ESMT Ct U - �- j SEE SHEET C2.13 FOR DETAILED z2' BOC (TYP) - -'-'-'- - - - r r 25' DRIVEWAY \ (TYP.)• i � ' 29'' :y r - ; ,:•, / 2' INFORMATION ON POCKET PARK 2 Li_ ct 2s' 22 2, R=2 5' I MIN. (TYP) \ 3 .I, � I / 3SF 2 73 0 \ z 2 .i4', j y.. SEE SHEET C2.8 , 22 `i' `i' `i' � zriv u'• 9 \ � .... .... ..' :':' ,;•. :;; - 3SF �� • : i 15' MAXMA X F FRON T TBACK o' ® P � J__ � (TYP) ••s � 29 � � _L_ � :... •iY• � 1 870 SF \ \'9 t 45 h B N\ W ?s\. ESMT �F `� W 82 1 ( PUBLIC :::'. A6 F _ RO W \vv�0 ;... 3>' .1,870 SF i' 20' DE i FA-RL i +++ Y> - CO _ 12+00 82. 55' y ;/ / / + + _ RAN - I - 13+00 L1 CAROLINA i '' 22: \ \ CF LLJ)T B-B - 0 14+00 SPRINGS BOULEVARD SDT: (r2 :< .;'- ` 22. iCD '� \ \ �OJ / I - - I 15+00 _ I STREET PROPOSED 16+00 '� ,'. 2,465 SF ; ; \S + \ 12% 16' 30" STD CURB \ OOEO ( 82' PUBIC ROW) ` �� 15' MAX SETBACK (TYP) ;r i' & GUTTE• `� , PROPOSED (TYP) - I PROPOSED �r ; ; ?' \ �''/ ...; \ 5' BIKE LANE (TYP.) .:, i i 011 LEY L // 5' SIDEWALK (TYP) 1,4 �, 18. /{� 0 ` i / 2,465 SF , `: ...•, ` AQ i i' 8 (TYP.) ` ® • OpOSF / / / Job No 02190372 10 B Drawn y W R - 15 MAX FRONT SETBACK TYP V/S i' y i': TYP.) \ / 1 i / � Type/l/Ty �N�Gy � 7 R •:i: 1 870 SF i Date 11 05 2020 si n Designer g WR : .. z -> - -•�_ 1 5' MAXM AXF FRONT SETBA CK ACK (TYP) P ( ) O S � \ w 28 - - f ;. ,.. q 1 2. ® \[ 9 19 ........ r' i i i \• �o /,0 %♦♦�� N CA /1' ��i ♦♦ O ......... i, ♦♦ • $S A/' • �i . • Q� �9< •; 1. • SEAL • - 028892 ' - ; • �i •• •• ♦� �� •. NGI EF •• ♦♦ ••• •••• �� . •N �.,� ♦♦ DocuSig. "'Pj �BRA M. �.� ��/1 ►11�`• nnl 6/8/2021 �e ' ' : ,.'r ; 19: .. F A-RL / 25' DRIVEWAY ,9 - _ 26 COi ; MIN. (TYP) •. • _._._ I r ON STREET \ zs, i ; J., i i I -.- - - - SF i i i I - - - - -._. . I _._._._._. ._._._._. J PARKING (TYP) \ i465 ,•z; :_ -ICJ /8% - 1,601SF ® 2196SF cc,g3 i i 1 i i i i 2,196 i i ® SF ® 1,601 SF 0 1,601 SF CA-RLs 0 1,601 SF 2 1,601 SF 2,1Srj I 1 I j I ''CO `. <', ! I I j j i PROPOSEDi 5' SIDEV/ALK 2,196 SF (TYP) 0 1:601 SF CA-RL 1,601 SF 601 SF i i j CO I 1,601 SF 2,196 SF I i I i i , j b ' ® b 1 ® CO ® I ' I i a i i -' -�_ /9,• 0 /' r r• ' i �\ . STD t',•.. ; �h i :;X: i VWDE >s� , S"c� ;i / i 99 / it �� ! R9� ?,:, ; ;i 2,465SF i \ {'.iJ-•.. ,. O FR �' / h 98 / • �r'• 1 : ' i O / I i j r j i 2,196 SF 601 SF 160 1 S F �/� 1,870 SF i I -':- : -I I ::' 1 i i 1,601 SF 1,601 SF 2,1®F ' 1 i' CA-RL SX 1 I i ,` i i \\ h / 2301SF c �b ® �'\ 382s \ I I I .:.. I I I I I I i \' lO \ .,c� \ 97 i ''' i I I �- i i 1,682 SF ® oT FA-RL i i .'ir j i I i I r I 1,870 i i /\ 1,870SF •�- I I i i 1 i 1 1 681 SF i + i I i .,�4 i r rn i i / 15' MAX FRONT SETBACK SHEET KEY MAP S ;. I 1 SIDEWALK 5' S K 25' DRIVEWAY • i I I 1 7 F , 6 5S i / \ s i Revisions A. • J EASEMENT I S MENT MIN. TYP i I I c { _ i i o 1 S 1 4 F 2. 66 S i X e r 3 3 41) PER TONS COMMENTS 1 P O S CO NTS 2021.03.08 ,., 1s' ,.... ,. I C i aCD • „�. • y. a i 1' i r; O S1/4 19' - 26 I I • PER H COMMENTS 2 21 414 2 TONS CO S 0 .0 . _26' s I I 2,258 SF • 9 ® 12+0 �I 26' - - -I 26' -I - _ 4' as. .� :, _ ta' i i / \ 15' MAX ; • 4 5 I 13 00 ALL LEY E Y 3 L L ' S' `� e A PER TONS COMMENTS 2 21 12 3 P O S CO S 0 .05. I L 31 - 1 4 00 ,�, 9 /rr \ k R O i p \ �q P� VALLEY CURB 5 ACC (2 - - 15+00 I I / , 5' SIDE SETBACK TYP . ; \ �C 0 -- ( ) / / 9 SFO ESS EASEMENT) _ I �F 4 PER TONS COMMENTS 2021.06.09 ��IJ 6 •.: ;.....:'. .... .....'.:., . :'IV ® �+ r 1y- -' i 2,238 SF CA-RL� �� r ; / LEGEND: _ _ _ \ i ; '�`.:. • EXISTING WETLAND SEE SHEET C2.6 FOR CONTINUATION ABBREVIATION LEGEND TREE PRESERVATION DE DRAINAGE EASEMENT (PUBLIC) AREA 0 1 GE GREENWAY EASEMENT (PUBLIC) 11 PDE PRIVATE DRAINAGE EASEMENT UNIT LEGEND // NOTE: PGE PRIVATE GREENWAY EASEMENT CAR CAPITOL, REAR LOAD 30' TYPE B LANDSCAPE SCREEN - B 40 SEE SHEET C2.11 FOR PROPOSED Sheet No. 2VWDE • PUE PUBLIC UTILITY EASEMENT GRAPHIC SCALE FAR FRAZIER, REAR LOAD CENTERLINE LINE AND CURVE TABLES SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT + + + + SDT SIGHT DISTANCE TRIANGLE DE-F DESIGNER, FRONT LOAD + + + - 30' TYPE B LANDSCAPE SCREEN - B-75 30 0 , s 30 60 CO-R COTTAGE, REAR LOADC STE STREET TREE EASEMENT VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) ST-2C STERLING, 2 CAR GARAGE A A A L LE LANDSCAPE EASEMENT CL 2C CLASSIC, 2-CAR GARAGE 30' TYPE B LANDSCAPE SCREEN - B-225 1 inch = 30 ft. DocuSign Envelope ID: C5E271359-3476-4B9C-ACOF-B42DF79024CF k: \ 19 \ 19-0370 \190372.10-lennar- carolina springs master plan \ CAD \ drawing sets \cds - phase 1-5 subdivision plan \ C2.1-2.12 SITE PLANS.dwg- Tuesday, June 8, 2021 3:02:56 PM - PIATEK NUNEZ, ZENON SEE:;,‘;:, SHEET C2.5 FOR CONTINUATION 4 too w•th R I, Engineers I Planners 1 Surveyors 115 MacKenan Drive 1 Cary, NC 27511 1 t: 919.469.3340 1 license #: C-0832 1 www.withersravenel.com __ is' _ 26' .1 I I__ i [.•'•,,..• .: ';'::.:..":.'.;- ..: - -z .‘ •"••,••••'•' ••:::( •• '.- • ••• . i...... ..e. a " ,/, :.• .... ....f.:..": I 4JLjJI.71 I 15' EASMENT SIDEWALK '.. . I . ' . .4. 25' DRIVEWAY I MIN. (TYP) e......,•• ' ; -4 -......• :7:: I , .., • .,:.,'.. -.4 I ''':. • - ;...e,... I 1 b I eL i •-• • `-.. 7 •, • ..... 00 :... - .; • ;. . ot/ .!':•,.....: ,,,,0 JI- 158 / / . • \ ' •- z • / 7.:-',...".-.' 1,664 SF / ' .1;•'.., / .:': 4 ..4 :, „. 159 / •• ' 0 •:;.. / • L'' ' 19' i • ..! ... <0 • • 0,- z: / ,••:'••.;•:. ','..t.::.;• 2,281, SF i / - ...26' . „ i / i iktkil 12+00 ...: 26' . ig - -- -r -.'7:•.: , , 2_ 14' 1' i -.•...• • . • .:.;, 4. :. ' 1 5' / ' - 1- -;-r,- 7-- i:L ...,-. 26' -',"•:'•;.:-. / .:!....'"••7 4 , - -. -. A-- 13+00 L31 ALLEY 3 ,/ ,. ..., • . • .-• ' • -- • 14+00 . „.., ,. . /// • --..... , /• ..., VALLEY CURB (25' ACCESS 15+00 --•••,:-:,;, SIDE SETBACk trYP) ii EASEMENT) ____ ... ..r.- 16+00 '.•., '4 _ I _ ___e________i .,.5' 1,9 ... ::. ;:".,.:1.:.-•::".":,',.;.f • :::-. ;;•••• i.:.•••;:;-.•:'..,..:.,. • ____ ----„,..---,!•::..'44 .. , . • ..,:.!.:'...": . . . . • ,- • ___ -_ '.....7,, N N N -... , \ / , • -lir- _ _ B-B - - -EOP N EASEMENT N \ N \ N \ - 16' I I - - / / --/- / •G 7 4, 4, It 4, 4, 4. WETLANDS (TYP) 4, RETAINING WALL #8 WITH SAFETY RAILS ___ - ----\ \ii• \ . 4. 4, 4. \ .i \ \ \ MOM IN ill111111111 .• ---.. •;.;..i ii / 2,23b SF CA-RL 19, .•.,... . • .. - __ i 0 / ,,,....,....,:s'6' i 1,601 SF ,:, <, 4, \ .. \ I 0 . , / 7'`00. 40 /• 1,601 SF / /. <., / 41111% / . • - , .-,. 1,601 SF •A / 4 eci CD ••• .. / .. :.• / / , /,. . / / / -.'.•••;•' 1601 SF 1 / N4: 30' PUE '•'; : , X N \ 1131111111 dpilik MO • IMM L / ..., 79, N N 8 N \ \ N li iiiim u el il• I I I /1/ ..... , • •.., 2.5' VAL .. / i/ • ... :. ,. .,, .i• ..; 25' DRIVEWAY . - 15' MAX FRONT SETBACK (TYP) \ / CURB ig A N N \ \ \ 111 Nig 1 1 5 11 : I lij Ii ••••., , / .:.:.2 .- •-. \ \ \ 11 \ 1 I 1 4 i r 11120' 1 -49 ',- \ \ \ 1 1 1i i I 11 19e \ iiiii114 1 1 1 / .. ..::.:...::-1 ,6001....c. \ \ \ \ 1111 I ....,1,1...\I I i ...,. .. ,„ I • / 2,194 SF •-• ' ., ' . \ / / \ \ \ \ 11 i •/. ,•,.., / 1,601 SF \ ,... 0 `-. i A* \ \ \ \ 111 . 1 . 1 . , ,,, - -:: -.•••• ,-/ ,;, 1,600 SF 0 • q. 'A • 4.3.," \/ .. . 1 1,60.i SF 20' DE \ \ \ \ . millE IL :••., ' \./ / \ , 1.4'';' // ...:.• ..• • .. ..--\ • • / SF ., \ \ \ lum EXISTING POND .......... ,/ •.. 1,600 / • . \ // .----.. '.•4 .... / *A., 1,601 SF 0 _. 0 ''. \ \ \ 1. \ ...1 TO \ REMAIN ,i.,....., _ _. • , ,• v 1,600 SF /// 4. • 2,597 SF /No \ \ \ \ \ 1 III II POND _./....;.- , _ ......• • - _ 0 .. , l& MAX SIDE SETBACK \ \ \ L .0 #.,... , .,• (TYP) 1,600 SF '• . . 30' PUE , /14 \ \ 1111 , 1 / , • ., • • .---.„ •.:4' • ‘Fk CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA PI IRLIC 10'._ASFWE \ 11 1, 1 IPpr .....-. •., 2,19b SF / • 7,9 .. ' NULT -USE TFAIL TYF) L \ \ \ A Pr ,•;, .-,, 25' DRIVEWAY ....:. PDE -. . .. '\ RETAINING WALL #11 MIN. (TYP) \ \ \ \ 1 ill ilk r ...... .:.:.... WITH SAFETY RAILS \ •• . Oit 79' /. • • / l• \ \ li I I A ...„, / riiiK:;:•.•' . 2,19b SF .. :::•:?:'• . . / DLIB_X-1(11LJLT U_SF \ \ 79. • ., 4041) T ZAIL EAc E NT TYF) \ 1 ill IL, 1,601 SF , \ \ / 4/ <;., / , 0 \ \ \ 11. lig IL Al lir ,- / , 4P ‹,, 7F..:: / p 0 / \ \ \ \ I ipr / . . ... .. 1,601 SF • • • . -..., .....„ •'. 1:••'••••:. / T: 34+88. 4 / --. \ \ \ \\ 111116 / 0 - i;.. \ / '.4 1,601 SF \ \ \ 20' SCMMAE . „, •••••., 1., / ‘26' 470 . .2 ' -- -- _... -- ---- -- - , \ N \ • • /111 1,601 SF I \...-- ...••• ...-- -- , ""•••• , ••,•••:... , , • f• • 4 / -• -• -- - _ -- -- \ 11 . , / / ' . • --', 12p7D.8Eoi. 79. • ./, } .LE / , ii / , / , ................, ....... 2,196 SF/ / ..„ /7C,'N ,... . ...... C'.. / / •••••• . ,., ••••„, ....*** . , ,-) ,,• ........ --- .---' \ \ // / (/TypP)DE ....-- ....... ‘....... -.... 4. .. \ , - \ / ..."" . .,, •• \ / ,• •1.. • • • , , :9' \ \ \ \ \ \ \ \ \\\P \ \ \ \ ! 111 1 M\ IME i, 4' , Ak ki,, Ali , // // / ,./. / , , 34+11.25 , 4. ., b,,( / r ' \ \ • ormi.,....,Aii / /\ ` • 0 / \\ 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\ \ \ \ limm lay 11' .411111111PIP * * 11.. * 4, * -`,11 A •/ ir / // , ,.....-, p/ . - - • / _.-- ""' ''' ''' / / / SCM • , 6 STEPS WITH . . e < . ) . \ HANDRAI - \ NO 2 /.....;.. / \,./ 7 ....•• - X 20' SCMMAE PROPOSED LIGHT ' ' C:;.>''''.3.%'7\'(-.:7: T '‘../... :'..::‘... / ( Acc,' \ \ ,b X POLE (TYP) / -,,- / / \ #8 N , , / ., ., 1/ 5,16i X , ' r / X SITE PLANS M 0 < Z I= = 0 \ \ \ FUTURE AMENITY SITE \\ \\ \\ \ \ \ \ \ \ 1\ \ \ \ PLAY LAWN \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ WETLANDS \ \ \ t i * 1 * $ \ t \ + * \ 4' (TYP) \ \ SCM WET DETENTION 8 N POND / N N N / / N / / N / DECORATIVE FENCE. SEE / / - - 4 ,,_ DETAIL HS012 ON SHEET C8.2 / / / / \ / / • / / / DECORATIVE FENCE. SEE , / / DETAIL HS012 ON SHEET C8.2 ' ,.. // N / ' .fr / .:;.,:.' >,',° \ \ N '°3 \ // 0-.8) , ,•• • 4,569 SF .. \ \ N N / <'::.;:. • \ / '' • \ \ / ....‘ / * (8-D \ :"•;;." !../ •• 7 4,569 SF . • \ ,:•.i / •-• / \ / • •' • / \ SEE SHEET 02.9 FOR CONTINUATION Ct 0C0CCCLIL2LLL-J11OO\OLL_J.JiI1 \ , \ 20 DEi \ )‘ I / N •.`. .RrE./. z / / (60-6) S \ \E -/.SF /\EM F\ \AL\ ) \ I \\ II \ \ / X /,/\E / :.•/.. / 'A\ BACKWATER / / „ \ \20DE \z, 77,„•„ \/ ., , • , / zLL 0 I I II I \\\\ a/ A•T\ •0/:. EASEMENT /\///,„4ONSHEETC82 20PU\/z / EC, \ E H V\L3 :.. . 1--X i I I\ \ \ \I 41•s 0.m,-' PUUBLLIC-TU MTITIL ._. I AL( SRE\PAA\HSAELMTE /ATII / 1 ; ...-- ;/..• ../ \IT2TC\ II -/z 10RETAINING \ WAASN RETAINING WALL #3 EN T\ _./m_,7.Dfl1,4o,.,4•o*A .•'.• .././o„. PUBLIC 30MULTI-USE 30DE / I _i/ WITH SAFETY RAILINGS o. 3 JDoabt 9)00\0t--5.t WWRR I\ \\ I R1S0AE' I N .•\/:••//• /OD V'E1_N VR0E • L R NF A- // I I C5 1-T- HA RI , eN 1•1o/ iry, I\ - BOCI(P) - I PT11+4319 R=25' FEMA100YEAR ,eB ig,n1n .R.DDi.Glrela?stw ;i/.7\t2.\2i0.m.2.1C.00Am. .0ss1.2‘ f......•.•:.R0 S3/041,.%t. .1,: •: :•.•1:1 SEAL = : 028892 = ... . ... .„„ e,„ ••••• DocuSi n" -.4' • ********* ..R,s % g ettNi9RA M • °- •S PtIrel. re3/41111/11111""It%6/8/202 1 FLOODPLAIN / / _-_-- :- -0 ' • - / _ LI N ,... /\ • / .' 14150 / 20 N\/ . R=355' 14+00 1 '' NOTE i ALLY 10 L43 100 3±+- I- j// \ 12+00 I N ,. SEE SHEET C2.11 FO P POSED . ' s --F ACCESS EASEMENT) PC: 30+64.95 / ' CENTERLINE LINE AN E TABLES (25' ,..27.11 1114i4 0 - - 37' F-- ggCORATIVE FENCE. =.•,' 29' •••• • ; • ...' :: '..'....:'::,;: 1 / LLJ E DETAIL HS012 / X ___, (--- . ti\ LEGEND: / / •'., i i i i ••• • -::. • 25 DRIVEWAY '.;•. - ••.-: Ct /• _ p-o . .-- • • :.:::::.•... i i I BOC (TYP) :'-';• R=25' D --- ---__ 1/4•411milmirsaus SHEET KEY MAP ,... ' - - 20' DE // i .- , • ! • . • .' „,.....,... , .. '...:. •• 1 I 1 ..-.• 1. . Lx-) / Revisions ,.,...., • STING WETL' e I i 11 . , I I I .:• ? ,, -- 1 PER TONS COMMENTS 2021.03.08 ..., i e .. . 1 . I I I / I PDE 1 - : _l_ • \ / illi , 1 I I i ic i••• N 7 .,, / TR - Y ' 0 1 ' ' ' PC: 10+87.43-1 : • 4 \ / 2 PER TONS COMMENTS 2021.04.14 I \ '0'3 'a 57 58 . ,. / 4 55 56 1,80 SF 1,8673 SF 3,00% SF > 3 PER TONS COMMENTS 2021.05.12 -, ,--olitt:-.-k I 53 54 2,40 SF 2,40 SF 2,40 SF A i -13-4 GREENWAY ENTRANCE PER 3,205b SF 2,1954 SF 1 i 1 2,40 SF 2,40 SF I / \ / 1 i i FR-RL \ / + 30' TYPE B LANDSCAPE SCREEN - B-75 AIL HS341, SEE SHEET C8.1 I i i CA-RL FR-RL R=25' BOC (TYP) R=25' , ,'.15' MAX SIDE SETBACK (TYP) • \ \/ / 4 PER TOHS COMMENTS 2021.06.09 - .-.• i ,, / \ 71_17 \AAAL DT• 10,11100_ I i I 1 1 8 \ / III i L I 1 \ .''../ 30' TYPE B LANDSCAPE SCREEN - B-225 a Ili _ ,-9+ ,.., 2 AAAA is is 10- L L. _ ._._._._. PDE 1: • / 1 0 BOC - , . R=25' A Q._ BOC R=25' 29' • 22' 22 12' ___/1,.,..- / / ABBREVIATION LEGEND 29' 4 / 1 1104 '',....39' 2671_ 29' 29' ':: •-: "' ''''':'';.i:.•:: t, / *4/ SI, - r' ;:;:..4. Y. .:'0 :if litLiy 411 ' 4 - .. :.;;•'• - • .1.' '...••:.: DE DRAINAGE EASEMENT (PUBLIC) -- -•Li*-:-.. -- /20' PUE I - 15 x 287' s ...1 ( 1 GE GREENWAY EASEMENT (PUBLIC) I 1 1 PDE PRIVATE DRAINAGE EASEMENT UNIT LEGEND - ilik44i - --E) - .•:. I PGE PRIVATE GREENWAY EASEMENT CA-R CAPITOL, REAR LOAD %el 23+00 i I E. 22+00 I 1 Sheet No. C2 • 6 PUE PUBLIC UTILITY EASEMENT _ 21+00 - I I FA-R FRAZIER, REAR LOAD MI 20+00 L20 . GRAPHIC SCALE SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT I DE-F DESIGNER, FRONT LOAD 9+00 min 8 I +18.88 I \ 30 0 15 30 60 SDT SIGHT DISTANCE TRIANGLE 1 c) T MI STE STREET TREE EASEMENT CO-R COTTAGE, REAR LOAD 1 _ _ 128' AMIN VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) ST-2C STERLING, 2 CAR GARAGE TEM SEE SHEET C2.2 FOR CONTINUATION 1 1 0 I SEE SHEET C2.10 FOR CONTINUATION LE LANDSCAPE EASEMENT 1 inch = 30 ft. CL-2C CLASSIC, 2-CAR GARAGE DocuSign Envelope ID: C5E27B59-3476-4B9C-ACOF-B42DF79024CF k: \ 19 \ 19-0370 \190372.10-lennar- carolina springs master plan \ CAD\ drawing sets \cds - phase 1-5 subdivision plan \ C2.1-2.12 SITE PLANS.dwg- Tuesday, June 8, 2021 3:03:11 PM - PIATEK NUNEZ, ZENON LEGEND: EXISTING WETLAND m•smo MI ill IM TREEPRESERTONAREA 11+111I. ' TYPE B + 1li11i 1iI1ll ++I11 LANDSCAP0SC E+ —+ ± ± LLAANNVDDASSCCAAPP BB 3300''' TTTYYYPPEE SSCCRR +± + + + +— + I+ --- + ± ± 11 ++++±± ±±+±+±—± T ± III_ ± ±± ±± ±± + __T__imImm_ I1DE ---- ___ N + + ++ ±±1 L N 30PEBLANDSCAPESCREE225 1 AiIIl N+ Ii I1 ±EE I1I1 \r ++++ ++++ IlII I1 l7 i1111 i1II1 1± / / y7 \ II111 1111 I1I1 Ili IIi I IirIlir II1 IIn I ±±±± with Engineers 1 I 115 MacKenan Drive 1 Cary, NC 27511 1 t: 919.469.33, IFETm__.Y„„ ±±±± + II / 1 1II III I 00 I I+ I iIp14 \ F 1 ( SCM #9 i i 1 - 30HOLLY FEAR SPRINGS BUFFER I i IIWA1L 11 E1I-1111I1 RETAININGWALL#1 \ \ l 11 SIIi.A R• NGS Nh!kWIT a'l '_1_. _IIN \...\.\- I1 NLi ir- \ 1CAFE g6inr.1 \ \ 1i 11111I1I11 0L' NEINNGTIF i6‘Hg , 1 '---- ERAESTEAM W0AILI •/\ , + ± IP, II II 1.0-A. 20' SCMMAE -\), V = 11 ± ± milion"" x V / I I I I CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA + TOP OF BANK (TYP.) k . - 7 --,E _ V \ \ BOC </ I itli7 1 -:.-- V ill I \ - - N 411 1 I Z Z m •m- v 1011 . 20' PDE ..T " -•1=' _ v + . 1 F 14 L. 01011 1 . i 1 - ,.. ± ± _ 1 0.... /\ 31' / A 1,1 31' 22' 22' / N 1 I I + i, 31' 1 ± ± r 1 il 11 / Al 11111 + I I ,.. ..,., 1 ..:•:. •• I I Ai . I \ ... - / ;:.:i• 22.5' OFFSET __ I ,0 -1- V \ WALL EASEMENT -no 1.1. V V IIIIII 5' SIDE SETBACK (TYP) 0 . EID 0 0 0 . • g I 3,410 SF 2,420 SF 2,420 SF 3,410 SF 3,410 SF 0 2,420 SF ED 0 0 CD EID CD \ .., M \ , - --F- 2,420 SF 2,420 SF 3,410 SF 3,410 SF 2,420 SF 2SF CD S I . " \ I FEMA EFFECTIVE 100 I I i .. - 1 - ,420 3F ,409 • \ 4' \ \ =I YEAR FLOODPLAIN . 11..xDYI: d ,1 •:(4, EM-FL \ .••'_ 1 1 rid 1 I -A'EE 111I . ` '. I .T .D . •,.:.T k• ----1 I1.•%. 1I\\ m":,'.•--: 7(B;.2 V 1IA'i' •.••: •'' •.I : BOC (TYP) .. I L \ BA) P- .2 _ RW .1> .111 ., 1 , WALL4 , M • 1L/Ii- \\ (TYP) \\ RR \1— 1Ii111 WITH SAFETY RAI.iim1d_i.i11 ...- \\\ I1 •:- -0 ..:E•!51 :-•'• .5".A' •f...`..,•:'1. .D !0..1:S:: • .,•I, !..- :i1i::';.!,.„. \ FROADBRRICADE ff ,t 4• ::"': :::: Q E' \5' 1•.i .:..I .,,'• :•. !.:.S;"• ..-:t.,::,:•. ,.:O:Rf4..':....W ,i.':.:.„4,•-( ":M_:. iEa+S-s:r3°)-)6i \ IIM 1...':1..1-.:.:_ i« •,:::/:7o:--:--: .,....y ••4,11:R c. .:•- , .:'..)_.,...1„: -.2.L•,•..- -,— ,.• . .:••-•:,!.•'•::''••.E ..:.;.•: ;..-..X. .,M •K' e: 1,'.. \ 11 11 IENDO1 .•: E ..:_. •., .;.•. ,N:-..fg-_; ;iii - :-i•..:.,,:_- :.• .;!.•,; .•.:•f.•.:71:•t:,' !•M:..,.. .•, :..1:: \_\ m.. :. '.: '.., .,-.Cg,,:•.iF ;...14 / \ \ II 1a:I 2:3+I 0 ) P. 7-:':: I° - _ ls +.i•::•f,.... 0Yl1 :.. _io,4\ 1I1IIIII11 • .:: PL 5..I..!'':: 8-, T: \ )R5J,M-., _.• \ _. -OIII R= P B• R:. u i/ , liiI11i1iGillS20FR OOSTL WILTTA3 -- 5L.1.1: 0.-•. -.6iL3 6.55 11 SITE PLANS F+H++++HSB9 FONB O TDUI• HICA OEE1D AIRNC-E±7+LCAMRI1 RRVMSEEM ,TI( 1D 3S4 .1 \ \11 NE FE++E-CTN TIEPNARLLO±T±±±+MPHIF .- :•.'-R. •.,.8. ._...:.A 1:: l. 1 F CO EET BNR±+1D ET- I1NALCD1T1 1:5.*-5%.M 1il7i1g;a-n,1.Mi! E:.... 4• .:.,.e•...Kl:$.. i :_C.• :r: :.e:1:r;,1•1•• ..f..E..:::-.,::W;-a'4: ' .i .• Tn'E5'Z PROPOSED I\\ 1m111Pi1I1.111, lN111li1 TR OWH±H DOFONE++ \ : :7•.'_ iV ,:::A-- i•,:::.:,Ys:4.:7V,- "!:.,-;-.. •.--.•:;:U : •:• _\ 12I.14-1RETAINING AIllREMAINDEDLE I1 25VALLEC P S/;WI2D-5E' VVASL.P-C) \ +++++DIEUFO H-11i1-f .:.• ••.- 1ri54..', C-. R•.;:,-:.O:., B•:i T; I \ 122 •••_•.E• .uT..•A...... •.•• ; II 1 \1 22'122' 29 - -1 ...,—..,-,-A:. .F :.•.,!.•:.,--. ':7 `. '7•- .:.7:I....."4.;...1.,:.;.o',.2. \ \ I . 29 22 22 29 ,:• .' .:..:.:;..: ..:.i:''..P:;::':.''.. .;:.'....`.,.''t .r ,....,. I + +± , 1 . - 1 Y •"••.... ' ' I 7 129 .22 1\11ET 42SF ")."•; -iI-'0,')_: 1 ,I. +± :• • 15MAX SIDE SETBACK (TYP) ,+1 ,,- .-,.. ,•-. -..4,,'.• .:•,.•:.4 I 4600SF 1L 1 j, 20FRONTSETBACK(TP) l„: i i 1 . :3) 8• 00 / ST-2C •0 ,SF 2 292 SF 2292 SF 2292 SF 3020 SF I i 3 229S 55/W •: 2290S 30S i CC DC -- 115 1 11i+ .•,i.:2::..:..`•;7L.,.•.,?1".:':.:.•.. 3017 SF 2SFEMFL 20• --•..:.•.• EM-FL i ,2289 SF 2288 SF 2 288 SF SF 31B ± + • ,R gL i EM-FL i• i EM-FL .i..:•.4.7. 3677 . .• I' . I11I-+ i13690 ,.8 , i LE(TYP) 1 - g.`• .:E I .,• \ „ /// 4F± 64o0,C0o,-54-0 ±++ 2CSF .. C I - 's1(0..• 7= '\', .:4:'-• H, .:11i i ,.: . ":_:.;..,.•.1;;1":4 i T ST-2C I11+ 1AWJUU1I++AN ± : I 4I. ++ ±+ ±+ P15D'. ) •,) ••:•I:.:f'4i' ?..:.5•'' .•,... :0 ::.•- 1. , 0 PUE i 15MAX:INSE3ACK(7) i:•i P1;• . . - __ _115' 1+±+ 3,4,C.,.410..'-C F 2' I.-V :..-2. ,'..-CW7.:. .'.,'C • ..P.. • i, N.R:2 Y;,SW.,:,•B:P. (U.7•T .i.;s.:'IY;M•:... -•-• .v?73 1 ';,::..' ,. . :-..,.7i..(-:sT-:7:,..*Y;..?: '.;• •-!_:..:;,•.i ')::'-,•: '.'if._.•::..!..:‘..:1:.: Ji.-• ... .,..V .',i. .•'3•._;51.+. .:,:-:E:.t:.-• ,; ..r..-...2: 1. =+±± -,N ily H ?1:; I0( . ,o•o' - 10 _,. ..: aTi,.Yf•7I ,'•1:jP.,' I• •. .. !4:;.E'....''•._-; .''., .•.,%1.! 17-1, 11+00 . ..,4.'.,..4 23ls _ _ STD25 VALLEYCURB 22 5_ SIDE YP) TF CK-i (T't - - _ 12+00 ALLEY11 - L44 13+00 • 1\'5' 1 o. JDoabt R DDreaswign I I I -,S4,6—eT, iI#L12IiiN S, Ii - - - 2 I Ri- OED - 5SIDE ' -:.•. --I: ...;..:r.-•' eN 11/05/2020 eBy WWR-- ?-----__22' 2 "_AI',•;4`17:;. I I\ 110. ••,, 'i...RB::../.i.',;..,:i.:O?=..:'..:. a *C::T'i• nAN....C. :• '..2 •'i :.1".'•::.:2,-D.1• •,':!::: i 7 7',I":.' ..• rr' 1 4. M11I EWIIt-oI.I1I1i 220'PDE ,c •.O ‹N4. ,•• . N1 .. • .7;.1 •.,.0 ;.T(•a'/4:R•"S*%•,4‘,•,1‘ • t ti111106/8/2..==....,0,- i..S-0..\0i2N.*\POA.*1G8.*M1.CSI.*1MN8.MA1.*SO1.*/.091RE.* 26..12,4SF 25DRIVEWAY4 .••'_'',•'','i'•' ,, i ' '.- . ..• ',"H•I ,: i :•:,6':9.'0.'..''1.. -:/.':e:! i :t/LEP) •'.• ••.'.7.' :.,.', ..':..7;.- • ::., : '••. • •. ..0...:4•..•••:f;!.,...;•..•:.!.. 1 C-: /V/411 "cr ..;• '.•-,- 6STI '7.". S DET ST-20 21015' +o Il1ll 3,410SF . t: : .•.. •, !•.•.;:. .!, .:.. ''F.'.....:'',,- )I •..,..• •. , i tII '2:'2...i.' -,.:.`.. i 25DRIVEWAY N.. ID .•,. •Y... .'..,';. 11 1j \ --'i: •I QDE0._I : -- 115 II or •7 I Ii1 I .:1"..,., ' I ,C : U 1I1NIM1kl SETBACK(P) I 1i i i:.'-•:.:.'• .: . I :.-••.744' -• :;.2..:::':.. •:„•'; I i i '2••:•!y.2';'.•.'D. 4 \ ., ' ...:.•,1'I..: 0,1 i EM-FL EM-FL 4 .51 .;.A., -(T 1 g.--.. g EM-FL EM-FL ST-20 II115M E SI ETBACK(P) IDII S\. FRONT SETBACK (TYP) I PI: 1 +81.891 R/W 3693 SF 2293 SF 2292 SF , 2292 C. SF I' 0 1 r.:.".1..;•':. \ •..,.•., . . •31 I BOC(P) ,•:C.;2•2:•:_'O 3021 SF 1 D:'.;'.•: _— -- 115' Revisions KEY MAP o 1iLE ;'f!••:, ' , BOC(P) 15MAX FRONT SETBACK(TYP) ; 3020 SF ! ,9SC' 2290 SF 2290 SF 3018 SF i j 3017 SF 2288 SF 2288 SF 2287 SF 3674 SF 6S (TYP) M() I R(...T.',=..II. I ,...,.C*.,••:..2••;,.• I , 820 1 PERTONSCOMMENTS 20210300 gW(TYP \-4) 1 I1I- ... STD 2.5CURB & GUTTER ' '-I..t.'.. I :.•.. D0-)0-D FEMAEFFECTIVE1OO1 2 PER TOHS COMMENTS 2021.04.14SHEET L .r..:. LAilIIM YEARFL00DpINi i 1Y9P' -I• PDE r. \1cw 4600 SF 4 . \ )- -: , I 43 ..1 • .....:..\:•‘; /. .. PER TOHS COMMENTS 202105.12 !..:8 ;lSDE .4r..,BA.•:7. 'A N; 1-'.',: 2 ,. , N. I..•:t - •Sa‘ o ',,1•!•: CF 2 I3 .Y..2.:f,i.., :•_i•, ;.•,_._ •::. ::. i:.4•-:.-. :-' •• -.. .:!:..:•'• ,t•'C:. .:•.5tr•. :i.i:_ :,. 219 - !.11ii !I-, .j :...:. 1•:2': -_— ' / 6 ::::'1 j,•1•;C-..2M ••;i•:. :...-1;.2: 4::-;.-... •;i .i ::I :".i.• ".,.;•.,•:::(T::l:IY9: :,•• . ..:P',). -,S4C I .(1.T.:..:. xi .P..)_i . . 15l2872' .....4..... .'., •2. 7,. ..,4• .. \ ' 16+00 DDT 55' 31' (1 '-• I -.. - - I - --4.7,00--e° •,,-: x RA/V IS" _ 1 18+00 (-) ::•-:. — - 20+00 +- STREET D 19+00 — I - I- --O ,,:•.• ED . 2 _L_ 55' 31' - ---0 PROPOSED (/6 1 0 I - — _____ PUBLIC -= 21+00 ::•;:' RN Bip5i ROW) 1 — CROSSWALK (TYP.) -I 21+ 1: 53 4,600 SF 15 x 331' SDT PROPOSED STREET PROPOSED ' ABBREVIATION LEGEND LIGHT (TYP) 5' SIDEWALK (TYP) ST-2C i0--\ t. / \ --.--- 18.5' 8' - DE DRAINAGE EASEMENT (PUBLIC) — 7 1 GE GREENWAY EASEMENT (PUBL 15' MAX FRONT :-: - — 115'- 1 1 PDE PRIVATE DRAINAGE EASEMENTIC) UNIT LEGEND SEE SHEET C2.5 FOR CONTINUATION _ SETBACK ITYP) :)pfif, /`[...;]..; I I ,.1 - PGE PRIVATE GREENWAY EASEMENT CA-R CAPITOL, REAR LOAD •,:, Sheet No. C2•7 PUE PUBLIC UTILITY EASEMENT FA-R FRAZIER, REAR LOAD NOTE: GRAPHIC SCALE SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SEE SHEET C2.8 FOR CONTINUATION SDT SIGHT DISTANCE TRIANGLE DE-F DESIGNER, FRONT LOAD SEE SHEET C2.11 FOR PROPOSED 30 0 15 30 60 STE STREET TREE EASEMENT CO-R COTTAGE, REAR LOAD CENTERLINE LINE AND CURVE TABLES VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) ST-2C STERLING, 2 CAR GARAGE LE LANDSCAPE EASEMENT CL-2C CLASSIC, 2-CAR GARAGE 1 inch = 30 ft. DocuSign Envelope ID: C5E271359-3476-4B9C-ACOF-1342DF79024CF k: 19 \ 19-0370 \ 190372.10-lennar- carolina springs master plan \CAD \ drawing sets \ cds - phase 1-5 subdivision plan \ C2.1-2.12 SITE PLANS.dwg- Tuesday, June 8, 2021 3:03:26 PM - PIATEK NUNEZ, ZENON Imo wi th R Engineers I Planners Surveyors 115 MacKenan Drive 1 Cary, NC 27511 1 t: 919.469.3340 1 license #: C-0832 1 www.withersravenel.com EM-FL + + 4* 4 + LE (TYP) SEE SHEET C2.7 FOR CONTINUATION 4, , - ) ‘-._ .4, + 4, 4, 4, 4, 4, 4, • 4,600 SF I •4, •:.'.!. . 1 1- i -- II . + + 4. ..'•• '': • - ...•...- ... ..,:. 1 . . . + + + ... ...•..r...;:!•.: ., I , .4. . * 1 I I 4, 4, / W Cb :•• :i 4.: .• , '''' . l''....::? . '‘•:...::.4;:::. I • " - ' ST-2C 11 + .,: i , ,. I :,,-'21- r li + + ... 30' PUE _ 115' 4, 4, 4, I * * ‘s // i / I - + / i 1> C/.) -.g_ '.:•..:I;.-.'1•,•: 1•6 '• y, . , 15' MAX SIDE SETBACK (T P) • 1 i + + 11 4' + + ,t4.•. ,47.•••- --r __ :.• -If ' _ _ _ - • 1 / ( , , •-•-: I 4, + + 4, i ' + + + \ 01 24' -- _ -- ( ...*::'.. •-- , ..,'' - - -1 - • - - / / . . .. 0 4,600 SF 1 II 11 _:-. ,--- -- __I _ _. 29' _ _ _. 29' 22' o o NM - - - - - - • 10100 0 _ 4, 4, - * • - ,. I I 1_44 13+00 \ 14+ .23 : . + + .--------- I 11 ill 11 .4. 4A+ \ 5' SIDEWALK (TYP) 0 , , , 22' ' 22' 1 ,k - 22' 227- \ Alki,t'14110:. . . ' " - . . 29'' - - T__--- _9'_ _ ,• i• • 4',,, ,,,\ , 7f 4'!fi,.. i -4- 1 0 0 : 4, * I: . .. : .. ',1'•• ...,: .!. 4. • .. .. , i j ;:':':'::41. :-': ,•'`;'.:'.• , 1 I I- I Ct r ., -, 4,600 SF 20' DE o ' \ I 11 + _4T LE (TYP) :•:•:"...;.:.. 25' DRIVEWAY •••• MIN. • i ...'.• .:..$ .•.-.: . ,. • ., , '' 4 ' ' .... :I \; „illik LLI t L.L.1 -2 . ,•,•• •• ST-2C - . 4' . . . . , . (TYP) '. .. :.• • 7.:.!..I:-....., : • 25' DRIVEWAY .. . ::;:.. -• i i ..1 I1 I Ct f.: .,. MIN. (TYP) ,::';..•• , • 1 . ' I- a_ .... 115'_ II PROPOSED PROPERTY LINE * J 7;!• ::,,...]7 ..,,, •::•-: • ' .. 1 \ ,.,.• \ CO co ._ ,., z . 1 - I ' , ., I • •. ..... , ........ '','..:,•::':,. ;.. . . . .. .. I . i \ -- .4. / . 4 - 15' MAX SIDE SETBACK (TYP)-1 r ..., 1 • . I i \ ;,.. .4. .4. z .....i, _ I r- • -- \, .,.: 1 • , \ 1,1 NI * ,.::'• a- EM-FL 7•4 1 - 1----1 , .,,. • %ST I - _=___ __ 1 4,600 SF ill .•,..: EM-FL _ I 51' .,.••:. - i EM-FL I \ ST-2C I , R/W CD 1 . CD CD 0 CD i u 1111M. 27' * 3,693 SF 2,293 SF iE4 C 0 CP 0 19' / 2,292 SF 2,292 SF 3,021 SF il 0 CD CP 0 11 (I) 13-13 BOC (TYP) 3,020 SF 2,290 SF 2,290 SF 3,018 SF (TYP)i 3,017 SF CD I I '' I cf R=25' 15' MAX FRONT SETBACK (TYP) . • 2,288 SF 2,288 SF 2,287 SF 3,674 SF 13 '''• .,.. I , W W (TYP \ . f.' ., I 02,5' STD 2.5' CURB & GUTTER • FEMA EFFECTIVE 100 .11 kn< YEAR FLOODPLAIN )1 ,p,,,, 19 ' •-•-•-• - -• PDE I I , . 4, 600 SF 11111111111111m. i I \ - . , / .....`,............2' (TYP)- - -•-•-•-•-• I 22' c / co , • \ _ 22' . lc . .. . -.. • - 29' 22' 22' !' 29' 29' .• • I III , CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA 22' 22' 22' :::. • • 115' - -- FEMA . .,....; • .„.,,.' '!::. :.,-,.; '.:....' ''). 7- . .' '''' \ e I 15x 287' SOT •••::'•'':- -: . V....!': '4'. ''''''' r EFFECTIVE _0 It/ I 0 „ FUTURE i 18+00 4- STREET D 20+00 co II - I - I- 19+00 --Co CO CONTINUATION r -o PROPOSED m I PUBLIC ROW) 1- 21+00 1:1\t; BYP5' - I - CROSSWALK (TYP.) ---1 21+ : r 4,600 SF 331' SDT PROPOSED STREET 53 z=. FLOODWAY ' 15 x ____ PROPOSED z I \ I LIGHT (TYP) S ITIA 5' SIDEWALK (TYP) ST-2C / --- -- lik 18.5' 8' I AI +a T T T ;17-11 ,. , / c, -1D- '': 15' MAX FRONT 4 . . 115'- cp + ;.`j....,. • ..,..;.., _ SETBACK (TYP) ,. . • ril ,..,..., ..:,. .: •.:.; . : ::::•!...,: ,..,, •••• . -:. ... ' ...... • .: .. • , - - - :: :•:••;,..,.:..,..; ''' r.,..f.:..'.1.:!.../.:::•.:,• ... ...:•..;,'::.•:•'•.f,•::. I A 33' 19 • 19' ' 19' - ,.. ••', •,(.:.,,;,; 77'; -.:•::!...,i:•:•i`-•:•:.;;::•.:-f••i• . . \ / 1 '•• 19' 26' ' 19' ,, -19' _ _ .....::::!..;'•;::./4.:....;. :: I'••• '_•:•;•:•.;."•:i.!;'•:...:.''-':'.:.f-f-Bac - BOC (TYP) , 19' 19' 26' 26' pip) / / 21' R=25' 19' : 19 19' 19' i><' , B-B .--- I r - . , __ .7, R=25', 1.1.1 o 111 EE SHEET 02.5 FOR (6 4,600 SF z 1 N :. 1-4 16' •-•-•-•- - -.-.---- -• ST-2C E0P CA-RL ,csi CA-RL I R/W (TYT5) 1 15' MAX _. SIDE SETBACK (TYP) ., . I / 30' HOLLY SPRINGS 1 - 115' CAPE FEAR 1 BUFFER / 21 CA-RL - . EID II . / 1 25' ACCESS , EASEMENT , r 1-11-1r- 1,612 SF 1,612 SF 1,613 SF 2,213 SF I • 2 215 SF , 1,615 SF 0 1,616 SF 0 CD 1,616 SF 1,617 SF 0 2,218 SF 0 2,219 SF 0 1,619 SF 0 1,619 SF 04 0 0 • / ....,- ' PROPOSED - 5' SIDEWALK (TYP) 40 * il 111 I 1 / / i 1,620 SF 1,620 SF 2,751 SF I 4,600 SF / I • "` , ,-: I 1 •:'` , _ . I i / C/) i ::...:::: '-'. . ,.... ST-2C . iBOC I I ..i...:',.':: .•.711:.:.,: I___I I I ,, - (TYP) _ , -..::..!,.;: I ;.7..:.-:' 1 1...1...,:, I i R=20' "'. i„:::'..';. ...-.. ........ ..,.. ... '...: ::'::1'...i." • :•.....• -. •• •• „. I I -.4:: . ;•:.; I:.- • . I •': •.:! .f.,:„ •,. _ _ 115' 1 AV/ r r / \k •.% '....• 7.:1:`,,' ''. .. ,..:.‘..7: •,i..:•.•:,;': ::'1... .., ,,.,.?•;..., .• • : , , .• 4;-•?!.7.... --- i 25' DRIVEWAY MIN. '';';'. (TYP) ... ' - , ......., ..,,...., .' .:..,!: .:..';•::.', . ....:i:..':. / '''. 1 , _ _ _ - ' .:' ''• A 16' V.:-. - . I.., ;. ;. 19' V:.'. 19' '4•:' ' 7 T - 1,.:,•:,••• ....,:... ....„,,_ i- - - , .::„•;:.; ...::-:...• / - A . I II it • _ I__ _ 26' - - j__ 19' 19' 19' __ __ 1 4 ArAi / -- • -- .- 19' 26 .''... CD 20' DE ----....,1 _ _ _ 26' 19' 19' 19' t, ,.... 17+51.46- - --- - - - 19' 21 I 4,600 SF I ALLEY \ A MUTCD R6-2R 13+00 24' 29' CURB ST-2C i 8' 37' L45 12 30" SIT/ CURB EOP B-B (371-ACCESS EASEMENT)ii-foo t I Li (TYR) 18.5' ESMT & GUTTER i EOP SITE PLANS T T --F . I Ti J-F t -4- - rt‘. <16' . 18.5' R- 87 T T RETAINING ,. •": ".•;:- ., •••/;:l....:?:.‘:',•,.,.......: 7.?..•::i::••)Y;: • ••• ',:-,••;7•,.i.• •..'?. , ;. •:,„::.• WALL #2 ,. 1-., •• ti . , 4, 4, ---- i4,* -!::••:.-••••;.'Hi.......•..„.• ,, . , .-‘:. ........).!..;:•••‘•;'...;e• :•*i...--..:.:•.,%..%.„ A 4. .., WITH SAFETY II / I I 1/ MI i millig,1 + + + VWDE + + + + + + ./ ...„ ., -• ++ + + + - + + + + 5' CONCRETE ' 5' CONCRETE ..: • • RAILINGS E 1 • IIIIN _ * * EI * 4, * .11, , . • + + ...,/ 3 7, •••.... '''''' + + SIDEWALK _.....- .1/ .i. •vp--.. ..., SIDEWALK VWDE _......./X 1 I * * 4. * POSED SIDEWALK PRIVATE / / \ ---- / ....„ \ + ..----- \l/ (TYP) .1, .1/ ESMT (TYP) ..:;.f ,••, ' ST-2C . ./ \ \ .. -• • - ----. •••':, i. • .' I III 111* 4, 4, + . - - 115' - I 11 . \l/ - 10 RETAIN NG ,,, ,,, + : .15' SIDEWALK ... .....- WALL EASEMENT * / EASEMENT 37' - - .1/ .1/ .•, •:.< ,,... i . 111 * 4, * * /ii (TYP ESMT 1 25' DRIVEWAY SEE SHEET 7 1/ INFORMATION C2.13 FOR DETAILED ON POCKET PARK 2 POVET PAR1V -I.f.-• .: 4,600 SF il 2,733 SF MIN. (TYP) \l/ \ )(00 ,,,,,,, ----.t.. i ,tigLAI•-.1/ .1/ .1/ .1/ ,i, \ I 1 I f A 1 ri ' * ' : Er 11111111 7 2 4 • • . 115' 1 icr) 1 I + 4- `. • A-411110 29' -41 ,. ----- \l/ - - / :..:% i 11 .0 , 1,870 SF 45' ..".. :• ...! •-, rx) 10 1/11110_111r / 0 • , ESMT . ....,. , , I •,•,-•- , I 3/----,. FA-RL 1,870 SF / 20' DE ,... + .., .., .., * + N .., .., :•;:„:. 1 CD lir 1,, 72' .2,, ....... CD , + + + + + + -...., / . i 1 i II 2,465 SF i \ \ \ 7,. 8' 30" STD CURB + + + + .......„ + + + + + + + + ',')`/ 1 ....•-•' ° I' - -AL . . .,.... I. ' •• . r 15' MAX SETBACK (TYP) ST-2C I t sF BAN (TY • I I ,-,,,,_ ./ I ., I ...: / / / leB ..... ..... 1 lik L 1 ill , 2 465 SF PRop ii5, •-• ...._ --. 1 4rA,,,,,,,,,,•11, + // BOC (TYP) Fil Job No. 02190372.10 Drawn By WR -,Yos • / ; / CD / ., Date 11/05/2020 Designer WR CP . <29, .. • • • . ve, , - f PROPOSED / 0 ' 5,204 SF / /1. 1,870 SF //' / ./ 0 -•-•:.•;:...1. illp --il `. 37' '.': .i..• 25' DRIVEWAY IGHT POLE / / " 4 FA-RL i / / 0 \ MIN. (TYP) • <2,.,- \ /.1 s••S,0:- \ \ \ CA RG?,.,''' „,,s, cy•-• ......... . w ....., S, ... 0 ..S,3/0/1/., • :" ..."1* • 'y .... sz . ... . - _ • • ::. RA m.o., 0. Pdirol, rtAkilifill 111111°6/8/2021 , 7 0 / / * - . 1/5, I 1 I Alt 4, 49 .. , i -• I " cf . '-':; ;4...... <2,- i 2,465 SF /I CD II 111. 4 /14 77. , 1,870 SF \ ST-2C / - / - FA-RL © / (--Docusignett%4 / 4111t ././ 1,870 SF ,,t 20' DE -------/ / / o _ , .,... ::. ,.... 15' MAX FRONT SETBACK (TYP) ® / / I ..imseasimarasso - SHEET KEY MAP 79,4 r':.;•!'.• ", \ Oo 1 5 . .; / * Revisions .. ® .-? • 4,600 SF \ / r 1 PER TONS COMMENTS 2021.03.08 7 , 79, -.... . LE (TYP) 2,980 SF .....,. / /* :.7.• * 2 PER TONS COMMENTS 2021.04.14 ..... ".' ST-2C I 15' MAX SIDE SETBACK (TYP) :,:i. / / ' / - 4 .,. . ,, -..., , . ,„, \ . / 116 -I 4' e . . ' 3 PER TONS COMMENTS 2021.05.12 . 44, (1-).`''0 ... .::, I / / FEMA 100 YEAR / ,00 . * // • .,-,,,- •,..! ,A , _11-,e9 'N, -1 * . / •...., 0 M ,, / ,/''''- 4 PER TOHS COMMENTS 2021.06.09 3 . • CA-RL • 4,600 SF \ / LEGEND: 44/ , ........._ sq 1,601 SF ...... .../. /z- ..-.• ,,,,, ST-2C / 2 1 0 0 ,,.. . , . BOC (TYP) . :/.• ('‘) ••• Ft' P °POSED / EXISTING WETLAND 1,601 SF •,.. •• • ABBREVIATION LEGEND <, ... / 0 / •-. - • - TREE PRESERVATION AREA DE DRAINAGE EASEMENT 6) 1,601 SF op .cc, • ..• .... (PUBLIC) OA. ' . GE GREENWAY EASEMENT (PUBLIC) / UNIT LEGEND PDE PRIVATE DRAINAGE EASEMENT 0 1 I I / 1,601 SF / / <//.72 // 30' TYPE B LANDSCAPE SCREEN - B-40 CA-R CAPITOL, REAR LOAD PGE PRIVATE GREENWAY EASEMENT 7 PUE / ' '4 ..... -1 RF / \ @ il FA-R FRAZIER, REAR LOAD PUE PUBLIC UTILITY EASEMENT SEE SHEET C2.9 FOR CONTINUATION + + + + + + + - 30' TYPE B LANDSCAPE SCREEN - B-75 DE-F DESIGNER, FRONT LOAD SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE GRAPHIC SCALE Sheet No. C2.8 CO-R COTTAGE, REAR LOAD STE STREET TREE EASEMENT NOTE: 30 0 15 30 60 \AAAL ST-2C STERLING, 2 CAR GARAGE VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) SEE SHEET C2.1 1 FOR PROPOSED A A A A 30' TYPE B LANDSCAPE SCREEN - B-225 CL-2C CLASSIC, 2-CAR GARAGE LE LANDSCAPE EASEMENT CENTERLINE LINE AND CURVE TABLES 1 inch = 30ft. onouSignEnvelope ID: C5Euro58-34r0-4o8C~ACnr's4uoF78Ou4Cr k: 19 \ 19-0370 \ 190372.10-lennar- carolina springs master plan \CAD \ drawing sets \ cds - phase 1-5 subdivision plan \ C2.1-2.12 SITE PLANS.dwg- Tuesday, June 8, 2021 3:03:41 PM - PIATEK NUNEZ, ZENON ~ ~ Imo wi th R Engineers I Planners Surveyors 115 MacKenan Drive 1 Cary, NC 27511 1 t: 919.469.3340 1 license #: C-0832 1 www.withersravenel.com SEE SHEET C2.8 FOR CONTINUATION /F !06 SF 1,870 SF 1,6� �JSF 1,664 SF 4,600 SF 2, 2,258 SF LE (TY *2, 15'MAX SIDE SETBACK (TYP) lon 'ro FAA I . FEMA 4,600 SF 1,601 SF PROPOSED 1,601 SF 1,601 SF 1ppr RETAINING WALL #2 1,601 SF A. 41 2,196, SF DE 20 EASEMENT . Y PROP08ED HIGH 1,601 SF 2,194 SF 44 PROPOSED 1,601 SF do LIGHT POLE (TYP.) hill | N OR CONTINUATION /�mu, 1,601 SF 'OR CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA MORE INFORMATION 1,600 SF SHOWN FOR REFERENCE ONLY 1,601 SF lo- 1,600 SF 15' MAX SIDE SETBACK gill (TYP) 1,600 SF u- 07 cw2,196 SF 5'SIDEWALK, BIKE LANES AND BRIDGE SEE SHEET C 191 1,601 SF WILL BE PART OF A SEPARATE PROJECT 1,601 SF 1,601 SF 5' BIKE LANE (TYP.) PDE L SIDEWALK (TYP) PDE IU 6 STEPS WITH 4 5,132 SF TOP OF BANK 20'SCMMAE PROPOSED LIGHT FLOODWAY SITE PLANS 5,105 SF BACKWATER EASEMENT 4,560 SF EXISTING PROPERTY LINE DECORATIVE FENCE. SEE 30'HOLLY SPRINGS DETAIL HS012 ON SHEET C8.2 CAPE FEAR BUFFER 4,560 SF DECORATIVE FENCE. SEE DETAIL HS012 ON SHEET C8.2 4,560 SF DECORATIVE FENCE. SEE DETAIL HS012 ON SHEET C8.2 / ' Job No. 0219037210 Drawn By vvn 0"EmINING / / / Da»e 110e/2020 Designer vvn ��' / / / WALL __wT � - � »»"^' 6/8/Z02l WALL #3 ANRETAINING �os � w / / | — ' �THo�E�nA|umsa PA�PO��O �| O�� 1OO PROPOSED ~~�~ ~^~'~'` '~~ / RETAINING WALL w4 � u/uuv�cvxu uv//�x / �WITH `` '~ -- -- Y��g �| [l[l[l| |�J� .�.,` . ^.~~~,� ' SAFETY RAILINGS MEN�B>oYn'p) ~-= FENA100YEAR / /028892 .^..~.^~., ' ��A��T��1n��`/��T|�U�T|�� ` /\ � ' / / ^��-�- SHEET ��. /v FOR CONTINUATION � ~^j SHEET ��EYy�A�� ` `` ~- ^^ ` ~ ^T� ~ ^ ~ ^ ° ~ -�---�- ~ ~ ° ` ~ ~ ~ ' ' / / Revisions xev,vns z psnTo�scowwswTs �o��oaoa � � -- vsFswcs � ~ ~ ~ ~ ~ ~ ` ~ / / 7 ' L�0l2 `` ' � psnTo sco s � � wwswT uo��m*� 4 C8-2 o psnT01HIscOwwswTs 2021u5.12 --"�U N � — \ 4 psnTOHS0wwswTS 2021.06.09 � w � �� , LEGEND: � � 1O /u MIN WETLAND NOTE -EXISTING SEE SHEET C211 FOR PROPOSED AAA��V|�T|ON LEGEND ABBREVIATION � ' - -- - — — CENTERLINE LINE AND CURVE TABLES - ` TREE PRESERVATION AREA DE DRAINAGE EASEMENT (PVouc) \/ \/ co 1 as anssww*YEASEMENT (PueLIC) 1 1 Pos PmvATsomywwssEASEMENT um/rLsssmo ' v�TsGns�wws*SsmswT pGs Pmm' cA'n CAPITOL, ns�n�o�o / / /' /' / ' ' ' m'TYPEoLANDSCAPE SCREEN e�O ' Sheet No. C2.9 ' pus pueuCuT|uTyEASEMENT GRAPHIC SCALE FA-R FnAz|sn'REAR LOAD SCmM*s SCmmmwTsw«wCs«woxCCsSSsxSsmswT + + + + SoT S|GHTo|STxwCsTm*wGLs os'F oss|smsn FnomT�o�o ' + + + m'TYPEoLANDSCAPE SCREEN 'e'7n 30 o 15 30 oo co'n COTTAGE, REAR LOAD aTs STREET TREE EASEMENT vwos vxnmoLswmTHon«|wAasExSsmswT(Puouo) sr'zc srsnums'zcAnsAnAss � AA A/ Ls LxwoSC«Pss^SsmswT c�zc cu\ss|c'z'cAnsAnAss A A A A»»'TYpso��woSC«psSCnssw'e'22» 1 i»ch=3O[L DocuSign Envelope ID: C5E27B59-3476-4B9C-ACOF-B42DF79024CF 56 PM - PIATEK NUNEZ, ZENON sion plan\C2.1-2.12 SITE PLANS.dwg- Tuesday, June 8, 20213: k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdi • 1 1 L J i - - DECORATIVE FENCE. SEE / Imo WiLhersRavenel0 Engineers I Planners Surveyors 115 MacKenan Drive 1 Cary, NC 27511 1 t: 919.469.3340 1 license #: C-0832 1 www.withersravenel.com 1 + -/ - _ DEIA1L-HS012-ON ; � ;. I I PT: 11 43.19 f�_ SEE SHEET C2.9 FOR CONTINUATION •_ - CL ��0 14+00 �� !L sill 4// R=35.5' 13+00 I I 12+00 L43 I - I _ + illEllgaa NIP Gti ' Iu DECORATIVE FENCE.L- `_ I- 29- pg i i zs' - ; 92z1 'D P .- II iii; ii � DRIVEWAY E 1 p 2s DRIvewAv� R=25' I ON SHEET C8.2 - � 1111 , ('PTPEL � ! EASt ! I I I I I I h _ \ \�� rii \\ � ��1 11 1 i I I_ I i i I I � �' \\ / 10) 111 1 i /; �� LTION 58 2,463 SF ( 2,463 59 SF 60 1,868 SF 61 1,868 SF 62 3,008 SF`{/\��riuIi:__jjjHj / y }ER 1117.43IIi1 ;8.1 3,2i06 SF 2,194 SF I 2,463 SF 2,463 SF I I 2,463SF i i FR-RL i I (i FR-RL PDE / \ \ RTYP) )15MAXESETBACK (TYP)/20' PUE � �ITYP) I o� \I � ._1- Li- 29' 2 r22 BOC29' I ,iiiinif!!__!I1H1 L20 21+00 22+00 I ,'�CC oo2O+ 238;;I I I 111 I1II!1 128' laiL . Pm ' CV U �� zz' 2s T ss' I Fl I l o ' -� I CONSTRUCTED WETLANDS \ 1 1 11 LLJ . r 25' DRIVEWAY MIN TYP I STREET PDE y I I 1 1 11 Elmi,allw r ____._ _ 1 51 PUBLIC RO'V) I PROPOSED _ , I1 -��1I I I LIGHT POLE = SED HIGH it-r- �_ i - 55' I I I RIE- is %I I (TYP)MEM I • . WLLJ ELK (TYP.) I I PT:28+80.06 R/W : 1IIM �W U I I I �,�‘�m Bil 11 �' 47 46 45 31' I LL m I �� 11grill � FLOODWAY 51 50i485,839 6,500 SF6,5000 SF 5,200 SF3,250 SF BI r D 1\NCE ~ i a�� .1152 PER SF 2,860 SF 3,640 SF 4,550 SF ! CL-2C ST-2C COTTAGE I I, \Cn \\ 11 ,� HEFT C8.1I iCL-2C �/ i �� I I ... 1 Ell1il11 SE P) i DE -FL --------------- _ 3' SIDE SETBACK L zz' ST-2C (TYP) za' I CL-2C 20' PDE -- so' so' _ ss' - - �� - -- 40' \ - -� I� - GREENWAY STUB TO BE I \ I EXTENDED WITH BRIDGE AND I - _ 50 SCM ACCESS AND BOARDWALK PROJECT I I G �Gr I I �"` g . I � G lii G - CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA J 25' L _ MAINTENANCE EASEMENT , , , - G - - ` I I - G 3E ROA WD AY SECTION `� I ___ \ \ \ \ i / "CROSS-SECTION E" ON SHEET C8.0 r G I PROPOSED HIGH , . _.- 10' ASPHALT MULTI-4E \ VISIBILITY CROSSWALK (TYP.) � \ � _� _ TRAIL (TYP) I I / / - f'��' - 1, .�� iji r� _ - _ - - - - _ PROPOSED - - �' _ - 20' MULTI -USE TRAIL / ` - \ \ 5' SIDEWALK (TYP) 1 - EASEMENT (TYP) 11 II \ G \ I iI1I1!PVII G dil - _ _- \IRM411111G \ \ �� ,PT: 27+17.33 \\ I I 1,�� `�r, PROPOSED\ II \ �_ _- �I GREENWAY ENTRANCE PER 5' SIDEWALK (TYP) \\II �\\ \\� II111113_�-` - � I DETAIL HS341, SEE SHEET C8.1 �,` I / `I`I PROPOSED \ \ \ \ ` � , �� STREET \ \ \\ / / I I O \ ,�� 1 1 11 IIN 22:�� \ \ \ FEMA 100 YEAR - , y \ 7,177 SF LIGHT POLE \ \ \ \ / \ A� \ FLOODPLAIN ©1 `11 PUBLIC MULTI (TYP) / 10' ASPHALT CL-2C /,\ \ TRAIL \ \ \ \ . \ I 1101 1 _ ll -USE (TYP) 1 y\ w�,,� O 23 \� \ \ /..\\ 1\ \ / \ i1�a 5,857 SF \ \ \ 1 11 1TRAIL pr1 11 PUBLIC 20' MULTI -USE EASEMENT (TYP)\ \CL-2C\\� 1- �1� ! !MO in \ 21 QG ti6'`�``moo /y / \ \ \ �� ID. 111,� � 1 1 ;s � \ \ 6 2 CL 2C \''' � �; PT: 25+69.14 \ \ 30' TOWN OF HOLLY SPRINGS \ \ \\ N ,,VF 11�/ 1In\ 24\ \ PUBLIC UTILITY EASEMENT \ 11� \ 1�► 1pA if Q \ \ / °. f`'':� 6,4806 SF \ \, 11, ,'II 1k W` �a \\ v CL 2C \\11151pii \\ 1 TOP OF BANK \ 20 119 \� vlig_ 11 / 6,209 SF 11 \ \11 , ,, �� Ijr \ \ , I I I -, \\ � \ /116 25 � I 1 I � I � 1 1 I- SITE PLANS 6,525 SF \ 1 I11�1\\`19CL 1 I. igi �✓ 2CI I I I I'mil11 1, ir \ t \\ � 7,151 SF_15 II� 1�► \ _ 1 1 \ 1 1 � N ICL2C � I ,1 I I� -115 1 I EXISTING \ 1 1\ ,i1Hir \ 5,750 SF PROPERTYLINE I� 11 � I O ,8I1,4111.( r. 115' I i 5,750 SF 1 �1 \ \ i i 1FariiIII, I, \55W 'b:I 27IFUTURE :::_ � 1 11II 1 I '; 31' -B `I � 5,750 SF ii1.- TOWN PARK AREA II:750S20DE 17 o I Io 1, �I\ \\ 25 AC 1 5,750 SF I STD 2.5' CURB &GUTTER I I / ,1, rm I \ \ (TO BE DEDICATED) I I 1 cL-2c yl 28 I � I / �' ' ilf I�115 5,7500 SFI1INil 1� '1 \ 20' DE J I I r I CL 2C I I I ir I 1 16 I'r. 115' I 1 ' \ \ EXISTING LOCAL 1 I 5,750CLL-2C I `' I '' I I I I r li 1 100 YEAR FLOODPLAINI I I4. I 1' NOTE: \ PROPOSED LOCAL I I '•` 29 �I I 1I 1 1 SEE SHEET C2.11 FOR PROPOSED FUTURE PUBLIC 10' ASPHALT \ 46 / 115' 5,750 SF SE`,284. \ 100 YEAR FLOODPLAIN I CL-2C I I ( I RAIL TO BE CENTERLINE LINE AND CURVE TABLES CONSTRUCTEDTBY LENNAR XS 231 PROPOSEDW I I 15 I I rII ip,nip 10�VR 115' F -- I \ I 5,750 SF I I UTURE PUBLIC 20' MULTI -USE TRAIL EASEMENT 1 I TOP OF BANK (TYP.) I \ CL-2C 1 y I !,e�� Ir Job No. Drawn By WR TO BE CONSTRUCTED BY LENNAR \\ I 1I -72.10 ' \ PROPOSED TOWN - I 1 �- I Date 11/05/2020 Designer WR LEGEND: - � PARK PROPERTY LINE I 115' (, � 5,750 SF I I I 'I 1 \ \ I I w U CL 2C 1 I II FLOODWAY EXISTING WETLAND / / 1 14 W 23 _1s / I 5,75o SFI I I -• _ - l ��NI1111til,ti� O�� • CAi�0�/�jiTREE • O\ 0 •115' . •� I:SS/ Ai.9,�i��Q// SEAL = 028892 . ::: ; • • • • ` ''� • •. .. • �� FFNGINEE;�`�� DocuSigne�dy,6RA M. F� �� I I'��1�� 6/8/2021 C��l�� I I ',�1„ 1� / / I CL 2C ' f I I I PRESERVATION AREA 30' HOLLY SPRINGS I I / \ CAFE FEAR BUFFER I31 1 I3�' TOW F FOL Y S I SF I PUkiLll, Iq i '�1111•::%: :.- 5,750 // SCREEN \ \ \\ I I.oLo III�� \ 30' TYPE B LANDSCAPE - B-40 CL-2C \ 13 �15 I 0 ;fi 1 F FL MA100�fA ODPLAIN ip! 1 ,• o \ I + + + + 5,750 SF o \ \ \ I PROPOSED I I I 0 W AY + + + 30' TYPE B LANDSCAPE SCREEN - B-75 CL-2C 1 ; 5' SIDEWAL (TYP) I I I I 1_ 1 I >I 32 ,,,\ \ L _ \ \ -115 "' :°.; \\ 5,750 SF I I.4111111 II 0 A � 0 30' TYPE B LANDSCAPE SCREEN - B-225 c .. I I I 1 'I 1�' Ili 1 \ CL-2C I I I-a4r��laessGe115'SHEET I I' 1 I 1/ KEY MAP 12 I - 1 ' I 5,75oSF 1Revisions 1 I I G 1 FA I I.�. � 1 PER TONS COMMENTS 2021.03.08 I CL-2C ? 1 ',1� 1 , / / �_ I I I I I 7 I I - 33 I I IIII � in / / 2 PER TORS COMMENTS 2021.04.14 'I' -115 1 `: - 5,750 SF I I I I '. / CL-2C i \ \ 1 3 PER TONS COMMENTS 2021.05.12 I I 115'- I �,■ - 5,750 SF I 1 IIIl1iI!I lila 3 6 9 I I CL-2C ` I 1 I I 4 PER TOHS COMMENTS 2021.06.09 1844 z II S�p43 OSEWSE�' I �?; }.I 34 I �I I \ \ � � 2 I � �•` _ .'/�� X PROP I I 1� , o 100yR 115' : 5,750 SF I I \ Y, I �'1 2 1 I 5. I 2 CL-2C I I \ 11 , 1 /-\ 10 I I 10 ': 1 I v 115'_ v 'r=' v v I ABBREVIATION LEGEND I - 1 5,750 SF - I I rIlk , \ I _ \ \ 10 I CL I \ \ c~� DE DRAINAGE EASEMENT (PUBLIC) \ \ 1 _ I - 35 I I 115' �; 5,750 SF I I \ I 1 ') ') GE GREENWAY EASEMENT (PUBLIC) UNIT LEGEND I I o I CL-2C II PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT CA-R CAPITOL, REAR LOAD I o I •;f: I I \ \� gO '? o C: 115'- , \ Sheet No. 1 2 1 0 PUE PUBLIC UTILITY EASEMENT FAR FRAZIER, REAR LOAD I o 1 \ 1 5,750 SF :. I I \ �r GRAPHIC SCALE 1 I \ SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT DE-F DESIGNER, FRONT LOAD I CL-2C i 50 0 25 50 100 STE SIGHT DISTANCE TRIANGLE CO R COTTAGE, REAR LOAD 1 I , / STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT ST-2C STERLING, 2 CAR GARAGE - I SEE SHEET C2.11 FOR CONTINUATION (PUBLIC) CL-2C CLASSIC, 2-CAR GARAGE 1 inch = 50 ft. DocuSign Envelope ID: C5E27B59-3476-4B9C-ACOF-B42DF79024CF sion plan\C2.1-2.12 SITE PLANS.dwg- Tuesday, June 8, 2021 3:04:19 PM - PIATEK NUNEZ, ZENON k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdi LEGEND: SEE SHEET C2.1O FOR CONTINUATION Imo WiLhersRavenel0 Engineers I Planners Surveyors 115 MacKenan Drive 1 Cary, NC 27511 1 t: 919.469.3340 1 license #: C-0832 1 www.withersravenel.com I�� -115 ) I \ i EXISTING WETLAND 1 1 �� 1 �' 5,750 SF \ CL-2C I \\ \�\ li \ \ I 1 01 i ` \ PROPOSED CENTERLINE O o „5'_ LINE AND CURVE TABLES I - \ 'I I 5,750 SF 1 1 ,� TREE PRESERVATION AREA 1 \ , 111WolAFPN \ /I 11 I CL-2C I I \ Line Table Line Table Line Table 1 ,�IA // I -115' 36I 1 ,1. \ .1 / 30' TYPE B LANDSCAPE SCREEN - B-40 I 5,750 SF I i 1 1 1 Iiii.72, �.�'Line %+ # Length DirectionLine # Length DirectionLine # Length Direction I 1 ., iii + + +I CL-2CII _ L1 616.56 S88° 15' 44"E L17 555.81 N88° 23' 59"W L35 120.73 N01° 34' 51"E + + + 30' TYPE B LANDSCAPE SCREEN - B-75 1 L. 1 5 7550 SF = fi I 151- I 1 I I " �� \ \ / / 1 \ L2 492.13 S60° 28' 08"E L18 507.22 S88° 23' 59"E L36 148.38 N21° 06' 41"E I 1 I I \ Q Q Q I I C L- 2 c I 1 I 30' TYPE B LANDSCAPE SCREEN - B-225 1 I 37 1 :?,\ I I I -11 1 i \ ,�11r \ L3 550.88 N88° 23' 59"W L19 132.70 N74° 30' 00"E L37 708.92 N01° 36' 01"E AAAA PROPOSED TOWN I -115 / I \ ' J�lU� PARK PROPERTY LINE in 5,75500 SF 1 1 \ L4 108.43 N30° 55' 50"E L20 408.66 N88° 22' 28"E L38 122.50 S68° 51' 42"E / / 1 CL-2C 1 1 I 1 'I ' 'I i L5 789.04 N01° 36' 01"E L21 304.00 N88° 23' 59"W L40 150.26 S01° 36' 01"W 1. I 1 1 O = o I I 115'� 1 30' TOWN OF HOLLY SPRINGS / - L6 N34° 11' L22 S01 ° L41 N01 ° 5,750 SF 1 1 1 1 I 1 PUBLIC UTILITY EASEMENT I1I ��XS 240.40 54"E 241.82 36' 01"W 297.02 36' 01"E 1 1837 1 CL-2C10 1IIEXISTING L7 527.00 N01° 34' 51"E L23 240.36 S34° 11' 54"W L42 87.43 N01° 37' 32"W _Dl 100YRPROPOSEDWSEL=275.92 1 - / ;, 115' 38 5,750 SF 1 1 PROPERTY LINE �P., 'I / L8 556.43 N42° 40' 20"E L24 84.20 S01° 34' 51"W L43 314.31 N88° 22' 28"E 1 PROPOSED CL-2C 1 1 I I � /1 \ L9 756.20 N05° 12' 57"W L26 266.97 S01° 35' 53"W L44 457.23 S88° 17' 52"E 1 1 1 I 1 'lorgir 'I / r © 5'SIDEWALK�TBYP) 1 1 1 5,750 SF - - 1 I 1 '� / L10 73.68 N29° 01' 21"W L27 236.11 N01° 45' 48"E L45 426.73 N88° 15' 44"W / / 1 1 1 1 I CL-2C �' 1 �1 1 I I I II ' 1 L11 105.37 N08° 11' S4"W L28 597.61 S88° 15' 44"E L46 458.88 N60° 28' 19"W 20' DE �'1 I - _ h115' 39 20 DE 1 iI\I I IIIIFAM' ,�/ ,�1/� 184.89 N01° 37' 32"W L30 751.46 S88° 15' 44"E o I 5,750 SF1//1 \_L12 1 1 \ ° 1 CL-2C111I I ,� �MP' \ ,�� L13 157.83 N51 03' 03"E L31 581.91 S88° 15' 44"E 1 1 5,750 SF ' t 115'� 1 1 I I �Al �1� \ \ / L14 315.74 N29° 31' 52"E L32 315.78 S60° 28' 08"E / / 1 ' 1 CL-2C 1 1 I I' " /I�r / / L15 72 N01° 44' 16"E L33 I I ' �FAIIF ' / ' '1 L16 z S88° 20' 35"E L34 : :::: N34° 11' 54"E / / 1 1 �115' R/ ) 5,750 SF 1 I 1 / .53 0 1 I /� 1 I It 16 ;) CL-2C 1 1 i1/ 1�' �� 'tl*I I ® �I 1 ` I �15� I / Ip , ��IU 5,750 SF 1 I I i / , 30 HOLLY SPR NGS/ FUTURE PUBLIC 10' ASPHALT 1ICL-2C_III / CAFE FEAR BUFFER Curve Table Curve Table CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA I 1 / MULTI -USE TRAIL TO BE CONSTRUCTED BY LENNAR _-2' 1 15 41 I I I I 1 / Curve # Radius Length Chord Chord Direction Curve # Radius Length Chord Chord Direction FUTURE PUBLIC 30' MULTI -USE I _ _ 6,356 SF N I I I I I Length Length _ _ TRAIL EASEMENT TO BE I - - / `�I I CL-2C I I I I I I I 1 C1 300.00 145.53 144.10 S74° 21' 56"E C12 205.00 99.44 98.47 N15° 38' 04"E CONSTRUCTED BY LENNAR / 1' . I I �' / 3 `'e _115' I ' I I C2 300.00 153.57 151.90 N16° 15' 55"E C13 500.00 149.23 148.67 N83° 03' 00"E I I 8,454 SF '';s� I CL-2C on /// / ;n I I lin C3 300.00 170.68 168.39 N17° 53' 57"E C14 500.00 121.08 120.78 N81° 26' 14"E `.i XS 1628 271.68 YR PROPOSED WSEL = / / 42 6,486 SF I 1 11� C4 300.00 170.78 168.49 N17° 53' 22"E C15 304.00 172.96 170.64 S17° 53' 57"W / / 100 EXISTING STREAM / /" / 7 1 1 I 1 TOP OF BANK (TYP.) C5 300.00 94.22 93.83 N07° 25' 00"W C16 296.00 168.51 166.24 S17° 53' 22"W CL-2C �115, C6 205.00 171.34 166.40 N18° 43' 41"E C17 300.00 145.53 144.10 S74° 21' 56"E / / / / 2Q EXISTING LOCAL / h° / I / I 1111r C7 205.00 85.18 84.57 N17° 07' 09"W C18 300.00 170.68 168.39 N17° 53' 57"E 6,711 SF o / / 100 YEAR FLOODPLAIN / / CL-2C �s / I C8 205.00 74.51 74.10 N18° 36' 38"W C19 300.00 170.78 168.49 N17° 53' 22"E oO �'s sr� j; " 43 /I O 6,486 SF If I ' ' C9 500.00 57.36 57.33 N04° 54' 43"W C20 150.00 51.08 50.83 N11° 21' 21"E \ / / r / / / riff O r,. CL-2C / / / DUKE ENERGY PROGRESS INC 1 C10 205.00 188.47 181.90 N24° 42' 45"E C21 35.50 55.76 50.20 N43° 22' 28"E PROPOSED LOCAL SF 77s' / DB 15289 PG 2437 5,750 o / 100 YEAR FLOODPLAIN 4 / h / / PIN 0730712692 C11 205.00 77.00 76.54 N40° 17' 27"E _ . . \77s, CL-2C O //1 i _/''\ :, . N ,,,/ \ 1 ).N(/NNN/ 1 . . / / \ \I 1 SCMMAE \ / \VWDE ( \ I1 li ;, 70.75 ' / J `c /� \ \ - XS 10�U�i€*ENCE. SEE /` �� / \ / N \ \ tNg �f�IC HS012 ON SHEET C8.2 - - / - * N lhi , SITE PLANS \ --) ( N N N I \ , _ , A 1 \ I "I PROPOSED 1 : / \ SIDEWALK TYP til \ / \ \ \ \ I I 1()N "" 5' I 111..E \ \ SEE ROAD Y TION / // �o \ lip / l • "CROSS-SECTION E" ,,,�� ET C9.0 0 ♦ SCM 6 `�� / CON TRUCTED \ , , x o \ ,`C �.\� N /'...•R VEFENCE. WE7`LANDSI// lilli WWWWW".W.w".\ • Q��h '`EDETAILHS012 / tie I // � EMI W - • --- ----- - ----" - - . -.. ' ON SHEET C8.2 '�� / I / / I _ , ... - - - - - E SHEET C2.1 FOR CONTINUATION �J� i Q \�/ \ / / FEMA100YEAR 1� �._.-._ ` ` ` ,\Q A\ \ \ \ \/ 0 \ \ Oti�� \ \ / / FLOODPLAIN 11 - \ 21S, / `A N\\• ! \ \ \ / i p�� Xoo \ / ////� / EXISTING ..\ . .' . �ti Q\ Q / \ \ QO // PROPERTY LINE 11111 \ " \ \A A ' A\ r20'DE 0 �� / / gm" , , A\ I \AN Aggi • • .. NN ..... ... III \ SEE SEPARATE PLANS• \\ / / \ \ , �.`X°o FOR PUMP STATION #1 . \ // // / ' ' '� \ \ --. , ��\ TOHS #17-29-PSS / // / `IR,� - 1 , ' - - - - - ... \ \ \ / // 30' TOWN OF HOLLY SPRINGS \ �` , Job No. 02190372.10 Drawn By WR �TsB` R/W Q ' \ \ \ i O 8% / PUBLIC UTILITY EASEMENT I LJJ `• OO R=30' 0 \ \ • 9,, S SO` r� BOC % // / / I DU _ �; �: - 1 PRO .c �1� / Date 11/05/2020 Designer WR \ \ � �Qj 6�AC',Q� R=42.5' � / I �N � / � �i` / W307 269� .0 . , 111111/ � ```, 1► // ��, •.� N CA RO ,, • IN.•'•��it : - z. _H.::::: • ••.•.••••' �` � /T `��`. t �iV'a re,VIM limn► z zl 6/8/ 12' EXISTING EOP LANE WIDTH OO . \ \ / / ✓ I J � " �* �. / - .. ... ... \. �` \ �� BOC / I �' ��= VA` R=7.5'/ / �ITOP OF BANK (TYP.)PROPOSED VARIABLE \12' iR=1 \ /FEMA 100 YEARLOODWAY 30' HOLLY SPRINGS _ WIDTH UTILITY EASEMENT \ \ \ ♦ / �/ 9'B-g R=10' \\/ FLOODPLAIN \CAFE FEAR BUFFER\ �_Docusigneopf \ \ \ / Ar I \ \ \ \ \ PROPOSED 5� �Oj / ^� \ \ SHEET KEY MAP \ N PUMP STATION o0 oeo5j \ / Ir / '� ,��', ,'� - \ 1 �� .\\III Revisions \ PROPERTY LINE \ \ ,kgo Ap3, 85' PROPOSED R/W \ o 6 0 /,/ , / \ 1 PER TOHS COMMENTS 2021.03.08 7 1itiI pl% it _ IF.. �'jps1 / l /• 2 PER TOHS COMMENTS 2021.04.14 12' EXISTING EOP LANE WIDTH ll \ /\ ggipaIS a92Ac�o• 5 8 \ i \ // / 3 PER TOHS COMMENTS 2021.05.12 10'BB �\ �� _� I 60' EXISTING R/W �y ' II4 \ / I. 4 PER TOHS COMMENTS 2021.06.09 3 6 9 \\�� , L II ' v 111 il ii \\ 4 LQ r'� 1 /\ PPENDI E F RKA PLANS IN THE A C S 0 THIS SET FOR a -- - /FirAri \ REFERENCE TO THE ROAD WIDENING DESIGN \ ® ♦ -\�` �� _G ' � �- ippla 2 10 �_.•♦ \ / Q.IQ = _�! / 7 ill A AM, i // / ABBREVIATION LEGEND N 1y' -' DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY NT 0 '/y PDE PRIVATE DRA NAGEE EASEMENT(PUBLIC) UNIT LEGEND PGE PRIVATE GREENWAY EASEMENT CA-R CAPITOL, REAR LOAD Sheet No. C 2 11 • PUE PUBLIC UTILITY EASEMENT FAR FRAZIER, REAR LOAD GRAPHIC SCALE SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE DE-F DESIGNER, FRONT LOAD 50 0 25 50 100 STE STREET TREE EASEMENT CO-R COTTAGE, REAR LOAD VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) ST-2C STERLING, 2 CAR GARAGE LE LANDSCAPE EASEMENT CL-2C CLASSIC, 2-CAR GARAGE 1 inch = 50 ft. DocuSign Envelope ID: 20C229B5-FA0B-4C7F-A32B-9B8885E5908A K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\C2.15 DETAILED OPEN SPACE PLAN.dwg- Tuesday, June 8, 2021 1:50:05 PM - SHARMIN, RIFAT LEGEND: DEVELOPED OPEN SPACE UNDEVELOPED OPEN SPACE DEVELOPED OPEN SPACE CALCULATIONS DISTRICT TOTAL REQUIRED DEVELOPED OPEN SPACE AREA (AC) PROVIDED DEVELOPED OPEN SPACE AREA (AC) REMAINING REQUIRED OPEN SPACE VILLAGE SQUARE WEST 13.70 10.86 2.84 NEIGHBORHOOD DISTRICT 22.50 1.60 20.90 OVERALL TOTAL 36.20 12.46 23.74 PHASE 1-5 DEVELOPED OPEN SPACE DISTRICT LOCATION AREA (AC) TRIKE PARK VILLAGE SQUARE WEST 0.60 CLUBHOUSE AMENITY VILLAGE SQUARE WEST 5.70 POND PARK VILLAGE SQUARE WEST 4.56 FITNESS PARK NEIGHBORHOOD DISTRICT 1.30 BOOK NOOK NEIGHBORHOOD DISTRICT 0.30 PHASE 1-5 TOTAL 12.46 50' DIXIE PIPELINE COMPANY RIW DB 2758, PG. 643 mem LEIwI1 B. 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CU 4J L • i Q) c c co CL l/1 cu cu c LlJ 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.3340 I license #: C-0832 I www.withersravenel.com SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA Job No. 02190372.10 Drawn By WR Date 11/05/2020 Designer WR \\\.\, ), C A ••.�PS ND O • 2 .4(•w O —DocuSigne4y. 4 2077 6/8/2021 Revisions 1 PER TORS COMMENTS 2021.03.08 2 PER TORS COMMENTS 2021.04.14 3 PER TORS COMMENTS 2021.05.12 4 PER TORS COMMENTS 2021.06.09 Sheet No. C2.12 DocuSign Envelope ID: 20C229B5-FA0B-4C7F-A32B-9B8885E5908A n Plan \C2.15 DETAILED OPEN SPACE PLAN.dwg- Tuesday, June 8, 2021 1:50:28 PM - SHARMIN, RIFAT K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivi too WiLhersRavenel Engineers I Planners Surveyors 115 MacKenan Drive 1 Cary, NC 27511 1 t: 919.469.3340 1 license #: C-0832 1 www.withersravenel.com -,3_1_1-‘c • AN Li ' \ T A 1 \ . -1.* / / -\\ i) ' 0411‘. 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DocuSign Envelope ID: 183A22C2-0BDC-4FC0-AB5C-48B6674408EE A 19 PM - WHATLEY, DANIEL Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\C2.15 DETAILED OPEN SPACE PLAN.dwg- Tuesday, June 8, 2021 5:2 K:\19\19-0370\190372.10-L WiLhersRavenel Engineers I Planners I Surveyors 115 MacKenan Drive 1 Cary, NC 27511 I t: 919.469.3340 I license #: C-0832 I www.withersravenel.com \ IMEMEMOIMra ,4,,..vely,„„irs --„,,wilmor v, . . - - ,,,, i -wm ..-0,1 -41-11replarge mi imp N 1 _mr, Wr.... r -t7164447‘.. .'.:-.; .‘ wii iii- ‘Alikt, AttrjrATAL ALLEY EY3 iil ®►plArzkvAT _�z--, -_-liPlair© �,�� AII:iirgiii_go& (25 PRIVATE ALLEY I ---7 \ /amme.....iminal=1.01.1 \ \ t. ---'61'111A00 // � ..n EMS ...4dif .********,--mtir A didirgelliravallikON / 0 4 .\ */ - ')-- • / \ \/ / / / e :. .„,,,, NNW \_, ,L \_ 4 \ // • . \ c c \ ,,,,,, / N \ \ \ \ \ I • \ \ \ \ \ \ \ / / 1. \ / / ''d' II 101 11/ ----.7 i \ \ \ ) --- --- I fiVW14 c 7--- / / • _ z/I Air f). -.___. li — 1 ‘ \ \ Al6 0 #t 0 k!ribirA I r G ( \ •., __ * rA I FA 1 • \ I \ v v POND ; . ..' i /4ativi \ , 40*ki‘if, a /16 i I N i •414100,1*--. -.iv Are 44vorripor (4t411Y1 / I N )11.44 _ _ CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA 141,W, K. 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DocuSign Envelope ID: 20C229B5-FAOB-4C7F-A32B-9B8885E5908A --r ENG. WOOD FIBER SURFACE, CONCRETE EDGE FITNESS EQUIPMENT AREA; RE: EQUIPMENT SCHEDULE FALL PROTECTION AREA [TYP] I ADA ACCESS RAMP CONCRETE SIDEWALK; LONGITUDINAL SLOPE; RE: GRADING PLANS, CROSS SLOPE = 2°A. MAX . I K: \ 19 \ 19-0370 \ 190372.10-Lennar- Carolina Springs Master Plan \CAD \ Drawing Sets \CDs - Phase 1-5 Subdivision Plan \ C2.15 DETAILED OPEN SPACE PLAN.dwg- Tuesday, June 8, 2021 1:50:57 PM - SHARMIN, RIFAT ++ ORNAMENTAL PLANTINGS; 11-++ RE: PH 1-5 LANDSCAPE PLANS + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +-2+ + + + + + + + + + + ORNAMENTAL PLANTINGS; . RE: PH 1-5 LANDSCAPE PLANS DETAIL REFERENCE: DETAIL # / SHEET # Ar- ' lkil:1111:14111,11..11.1111Ei1:111117v11 L..1,(2711/2}ill DocuSign Envelope ID: 20C229B5-FA0B-4C7F-A32B-9B8885E5908A n Plan \C2.17 OPEN SPACE DETAILS.dwg- Tuesday, June 8, 2021 1:59:37 PM - SHARMIN, RIFAT K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivi 1 0 FINISHED GRADE 6" WIDE X 18" DEEP CONCRETE EDGE BAND INSIDE EDGE OF RAMP MUST FALL OUTSIDE ASTM USE ZONE FRENCH DRAIN GEOTEXTILE ACCESSIBLE CONCRETE RAMP, NOT FULL PERIMETER; RE:SITE PLAN FOR RAMP LOCATION ENGINEERED WOOD FIBER MULCH ri SECTION ENGINEERED WOOD FIBER SURFACE Scale: 0.0417 SLOPE>1% DRAINAGE STONE OBTAINED LOCALLY (3 INCH LAYER) NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS, FOR ILLUSTRATION PURPOSES ONLY. SECTION GameTime) ELA CORE company Accessible Chin -Up Chin -Up station is designed with unique handgrip curvature to provide multiple degrees of challenge. The accessible version is specifically designed to accommodate users in a mobility device. Install alone or with other components on shared upright for multiple workout stations in a compact design. Also available as surface mount (#135845). Features and Benefits: • Handgrip curvature offers multiple grip positions to vary your workout and challenge level • All -steel design and powder -coated finish is weather -resistant and well - suited for any climate • Provides an excellent muscle strength workout and enhances upper body strength Model: 13584i Use Zone: 6'9" X 6'11" Fall Height: 6' Age Group: 13+ Years Limited Lifetime Warranty on uprights, hardware and connections. Visit gametime.com/warranty for full warranty information DncTITY9w 19 a a nning playgrounds If Certified Installer Network- GameTime trained G Complieswith ASTM standards before it for GameTime playgrounds. S leaves [he factory. / 02 ACCESSIBLE CHINUP Scale: 1" = 1'-0" SECTION GameTime) PLAYCORE company Push -Up Station Designed with guidance from an exercise physiologist to create the optimum push-up experience, our Push - Up Station features a unique hand grip curvature to create multiple challenge levels. Install alone or with Chin -Up station or other fitness products on a shared upright for a compact, space - saving design. Features and Benefits: • Provides an excellent muscle strength workout and enhances upper body strength • Hand grip curvature offers multiple grip positions to vary your workout and challenge level • All -steel design and powder -coated finish is weather -resistant and well - suited for any climate • Constructed of durable, recyclable... Model: 13571 Age Group: 13+ Years Limited Lifetime Warranty on uprights, hardware and connections. Visit gametime.com/warranty for full warranty information PUSH UP STATION Scale: 1" = 1'-0" SECTION GameTime) a pied CORE eomnaov Developed in partnership with New York City Parks Department and physical therapists from Mount Sinai Hospital, the Accessible Parallel Bars allow adults who use a mobility device to perform upper body exercises alongside their peers. The lower set of bars is 34" above the ground and designed for a user to pull him/herself and the mobility device into the bars. Accessible Parallel Bars Features and Benefits: • Compact design shares space with standard parallel bars to promote inclusive fitness experience • Provides an accessible, upper body workout • Product requires impact attenuating surfacing to comply with ASTM F3101- 15. Model: 15504 Use Zone: 16' X 16' Age Group: 13+ Years Limited Lifetime Warranty on uprights, hardware and connections. Visit gametime.com/warranty for full warranty information Desie 1929award-winning playgrounds it foe GemeTimte 1playgrountls. GameTime trained ` eavesittte factory M standards before it ACCESSIBLE PARALLEL BAR Scale: 1" = 1'-0" SECTION GameTime) PLAYCORE Sit -Up Station Improve your core strength using the Sit - Up Station! The station is constructed of a durable metal and PVC platform with a metal foot support. The user lays on the bench and places their feet under the support to perform a variety of core exercises. Features and Benefits: • Wide, textured PVC platform provides a sure seating area during a workout • Combine with other GTFit products to create a fitness space specific to your community • Constructed of durable, recyclable materials and backed by the industry's leading warranty Model: 13570 Use Zone: 14'6" X 7'1"" Fall Height: 4' Age Group: 13+ Years Limited Lifetime Warranty on uprights, hardware and connections. Visit gametime.com/warranty for full warranty information Desegninpp ward -winning playgrounds Certified Installer Network-GameTme trained G Complieswith ASTM standards before it slot 1929a � for GameTime pay9rountls. S leaves the fatory. �06 \ SIT UP STATION SECTION 2.166 / Scale: 1" = 1'-0" (Gamelime) a EL, CORE company Captains Chair Muscular fitness is a key component of a well-rounded fitness program. Captain's Chair is a compact strength training station designed to enhance muscular fitness of upper arms, chest, and abdominals. Provides multiple exercise opportunities, including knee raises, leg raises, dips, and crunches. Also available in surface mount version (#135605). Features and Benefits: • Assist platform doubles as ankle support for sit-ups • Twin PVC handles for upper arms and chest workouts • Roomy polyurethane arm -rest pads accommodate a wide range of users Model: 135601 Use Zone: 10'7" X 8'6" Age Group: 13+ Years Limited Lifetime Warranty on uprights, hardware and connections. Visit gametime.com/warranty for full warranty information Designingg ward -winning playgrounds 1r Certifetllnstaeller NetworkGameTime trained G ComplieswithASTM standards before It slot 1929a for GameTime pla9rountls. S leaves the factory. CAPTAINS CHAIR Scale: 1" = 1'-0" SECTION (GameTime) PLATcoRE comps", The Step-up station provides users the opportunity to their aerobic fitness, core, and lower body muscular endurance all at once. Users can perform low impact aerobic exercises such as step-ups or more muscle focused exercises such as lunges and squats. Step -Up Fitness Station Features and Benefits: • Provides an excellent aerobic & muscle fitness workout • A versatile station that allows multiple types of exercises in a single product • Constructed of durable and recyclable materials and backed by the industry's leading warranty Model: 13569 Use Zone: 9'2" X 7'9" Age Group: 13+ Years Limited Lifetime Warranty on uprights, hardware and connections. Visit gametime.com/warranty for full warranty information Desegnin99 ward -winning playgrounds Cer etllnstallerNetwork-GameTime trained G Complies with A5TM standards before it sinC 1929a for GameTime playgrounds. S IeaveS [h¢ factory. �07 \ STEP UP FITNESS STATION SECTION C2.16 Scale: 1" = 1'-0" cu cu ro ro a_ W tr1 QJ tan • IIIIIIIIIIIII. tft Q) i 115 MacKenan Drive 1 Cary, NC 27511 1 t: 919.469.3340 1 license #: C-0832 1 www.withersravenel.com Lc) V / Z 0 U tW V I HOLLY SPRINGS, NORTH CAROLINA Job No. 02190372.10 Drawn By WR Date 11/05/2020 Designer WR O l�" PN 1:\'A% DSCgA�,I/�G T ew 20/ / n� *E "°Od ii1,/" —DocuSigneerb . ,L,f, 8 . W�P Revisions 1 PER TORS COMMENTS 2021.03.08 2 PER TORS COMMENTS 2021.04.14 3 PER TORS COMMENTS 2021.05.12 4 PER TOHS COMMENTS 2021.06.09 Sheet No. C2.16 DocuSign Envelope ID: 20C229B5-FA0B-4C7F-A32B-9B8885E5908A n Plan \C2.17 OPEN SPACE DETAILS.dwg- Tuesday, June 8, 2021 1:59:53 PM - SHARMIN, RIFAT K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivi too WiLhersRavenel Engineers I Planners Surveyors 115 MacKenan Drive 1 Cary, NC 27511 1 t: 919.469.3340 1 license #: C-0832 1 www.withersravenel.com CONCRETE PAD BIKE RACK 0.67" y •: a. . •°. 1a. 2 4„ :.� I I NOTES. .]' 02'-117„ 8 — • a .. TRASH RECEPTACLE:' . " ANOVA RENDEZVOUS 32 GAL. = 6 • (COLOR BLACK) 7 o a:0:4* 1. PRODUCT INFORMATION: ANOVA r � RENDEZVOUS 6' CONTOUR BENCH. ANOVA 'TANDEM' BIKE RACK BLACK) "':' — Via: .� .. •'•� c 2. COLOR: BLACK POWDERCOAT (COLOR :..:::.' • e . .. ; .',"::.. a:.:' 36 18 NOTE: THIS ITEM TO BE -- - - - - - - - - - - - - - - - - - - - - -- 3. INSTALLATION TO BE COMPLETED IN . y .e PURCHASED DIRECTLY ACCORDANCE WITH MANUFACTURERS 02'-81" BY OWNER. CONTRACTOR TOP VIEW (\ SPECIFICATIONS. 4 SURFACE MOUNT; RE: MANUFACTURER'S INSTRUCTIONS PLAN TO INSTALL- f 4. DO NOT SCALE DRAWING. i ISOMETRIC ( 5. THIS DRAWING IS INTENDED FOR USE BY PAVING SURFACE; RE: SITE PLAN ARCHITECTS, ENGINEERS, CONTRACTORS, ANCHOR BOLT CAST IN PLACE PER 75.57" CONSULTANTS AND DESIGN MANUFACTURER RECOMMENDATIONS 72.51" PROFESSIONALS FOR PLANNING THICKEN PAVEMENT TO 6", _ FINISH GRADE 1.53" TYP. PURPOSES ONLY. THIS DRAWING MAY NOT I I I I 6" MIN. IN ALL DIRECTIONS FROM BASE PLATE o BE USED FOR N. -------, �- COMPACTED SUBGRADE 2" EXPANSION JOINT 6. ALL INFORMATION CONTAINED HEREIN E L WAS CURRENT AT THE TIME OF CONCRETE PAVEMENT THICKENS BENEATH RECEPTACLE g., ° r- DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT NOTES: u ` °.0 a COMPACTED AGGREGATE SUBBASE M MANUFACTURER TO BE CONSIDERED ACCURATE. CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA 1- INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 8" r° _ / 1 _ _ 7. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT ( �_ I 3.06" TYP. 22.81 www.CADdetails.com/info AND ENTER SECTION 2- DO NOT SCALE DRAWING. 77.10 —I I 11 — III — F 0.09" i k 28.26 8. REFERENCE NUMBER 3- CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www-CADdetails.com/info AND ENTER _ —i 1— 1 !—! 1= I I= III—' ' FRONT ELEVATION SIDE ELEVATION REFERENCE NUMBER 928-359 i = 1—, . 08 \ BIKE RACK SECTION I-9 TRASH AND RECYCLING 'II _III CAN III— - / 10� STEEL BENCH C2.17 / Scale: NTS PA BLUESTONE CAP, SMOOTH SAWN TOP, C2.17 / Scale: NTS C2.17 / Scale: NTS 1 OPEN SPACE DETAILS 2' COMPRESSED MORTAR JOINT ROCK FACED EDGE [TYP] PA BLUESTONE CAP, SMOOTH SAWN TOP, 1'-6" CULTURED STONE VENEER AS ROCK FACED EDGE SELECTED BY OWNER 11 2 2" COMPRESSED MORTAR JOINT [TYP] � -711777r I CULTUED STONE SELECTED BY OWNER VENEER AS I /— 8 '� U, REINFORCED 8" CMU BLOCK WALL; Q . a a a a I -____ #4 REBAR, VERTICAL 16" O.C. ii Ald 20" HT) z ADJACENT PAVEMENT o _ RE: SITE PLANS zA FINISHED GRADE; FINISHED GRADE; Job No.Drawn 02190372.10 By WR RE: GRADING PLANS a D� �� RE: GRADING PLANS *C Date 11/05/2020 Designer WR a4 _ I I I I I I I I - I �� \\11111111//// \\.\,` CAR '//,, Q-°°°0PNDSCq o e/ _ =ems v•7 _ _^ ea _ ir N 2077 p zzi = a°°a 9 °d�';' ;°\ �DocuSignedAyy8.\1VC` \\ 4l'II''''`\6/8/2021��° °��. — — � I I� III I DEPTH MIN.— , r-= ,/1 — 4" FRENCH DRAIN; ON HIGH SIDE; RE: GRADING PLAN —FROST — L a - - REINFORCED CONCRETE FOOTER; #4 REBAR, LONGITUDINAL 12" O.C. III III I I HORIZONTAL, 32" O.C. ° o a I I —I I _ — 4 — I I I I III I — IV —I 2-6"1 Revisions — 1 - 1 I I I I I 1 PER TORS COMMENTS 2021.03.08 — 1 ELEVATION _ _ f —III I- I 2 PERTOHSCOMMENTS 2021.04.14 — SEAT WALL SECTION -I 1 1- 3 PER TONS COMMENTS 2021.05.12 11 SEAT WALL SECTION 4 PER TOHS COMMENTS 2021.06.09 C2.17 / Scale: 1" = 1'-0" Sheet No. C2.17 DocuSign Envelope ID: 20C229B5-FA0B-4C7F-A32B-9B8885E5908A MIN. CROSS SLOPE; RE: GRADING PLANS FOR ADDITIONAL INFORMATION DEPTH OF POUR x WIDE SAW CUT JOINT, TYP. OR DEPTH OF POUR x 4" WIDE SCORE JOINT, TYP. CLASS'A3' CONCRETE PAVING, LIGHT BROOM FINISH TYPICAL PEDESTRIAN PAVEMENT SECTION NOTES: TOOLED EDGE SEALANT BACKER ROD 2' PRE -MOLDED EXPANSION JOINT FILLER; FULL DEPTH OF POUR IIIIIII II III III III III I CONTRACTION JOINT: EXPANSION JOINT 1. PROVIDE EXPANSION JOINT WHERE WALKS ARE POURED AGAINST VERTICAL SURFACES AND/OR DIFFERENT PAVING MATERIALS AND AS SPECIFIED ON PLANS OR 25'-0" MAX. O.C. 2. PROVIDE CONTRACTION JOINT AT 5' INTERVALS UNLESS OTHERWISE NOTED (SEE PLAN). CONTRACTOR TO PROVIDE MOCK-UP OF CONCRETE SIDEWALK SCORING FOR LANDSCAPE ARCHITECTS APPROVAL. MOCK-UP CAN BE USED AS PART OF FINAL PROJECT. PEDESTRIAN CONCRETE PAVING Scale: 1" = 1'-0" SECTION y / V 1 Z 0 U w Job No. 02190372.10 Drawn By WR Date 11/05/2020 Designer WR Revisions 1 PER TORS COMMENTS 2021.03.08 2 PER TORS COMMENTS 2021.04.14 3 PER TORS COMMENTS 2021.05.12 4 PER TOHS COMMENTS 2021.06.09 Sheet No. DocuSign Envelope ID: D4025286-8E94-4AFA-AF21-77B4286043AE :24 PM - PIATEK NUNEZ, ZENON sion plan\C2.1-2.12 SITE PLANS.dwg- Tuesday, June 8, 20214: k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdi Imo WiLhersRavenel0 Engineers I Planners Surveyors 115 MacKenan Drive 1 Cary, NC 27511 1 t: 919.469.3340 1 license #: C-0832 1 www.withersravenel.com STOP DO NOT TOP: KEEP RIGHT , \\ ENTERMUTCD R4-7 ONE-WAY MUTCD R6-2R _ ,� STRAIGHT THRU ARROWS �.......... BOTTOM: KEEP RIGHT ONE \\ KEEP (TYP.) I M� ' MUTCD R4-7a WAY RIGHT ROUNDABOUT, SEE SHEET C8.1 FOR ITYPICALROUNDABOUTDETAILHS313 STOP IIIL' ��`-� STOP �' III ,�� 1: i'll I 1111. ' — - — - I� ALLEY 1 .� _ _ �._ _„�,�,�,�:��:, — — II . — — - — v ,.yam. ,,,.- .,,y ��Y_'y�**'y �� I \ IR _ :::::::::: �� (37' ACCESS EASEM T C EASEMENT) 1 wear9 num . 1 ir...._•••• III 14 1 � -•�• _I III \ ;..••� �� - T T 1 I ilk- 1. r .. "f.f ... T \ \\ j':fF 'fff. '� '1 -� - f.l fl fl �. • w„,... .. ......, am,ti*,,,---------- � • � .1.'f• I --% :-.----tsgassE-'64-111Pnivallislirillifirl• - - ��, \ �� III . gr. .> i�t — STOP I1, �\ , — i _ 111116 A � 0 N E WAY - _- I i v � - - - - - - - _ s---.:z_��--,�'�� STOP v . �, �, �, �MUTCD MUTCDR6-2R ill HI Ii Er A` ( —---� 1 1,7 t ,, .s....--- 4 I ONE lk ' s , \, \, ,, CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA . --. ,Zill* '::.'.:* m -� r \ ...f\, 1 I �, �, �, �, \,\ �, � \ / / / YELLOW GORE I /— 7�// STRIPING �► \ I �' =I , \ \ rl , / �,, ` -- �-, "Al� �1 V ms., �� / SPEED LIMIT / \ \ q Ri�e4f \� _�' f STOPS' I 4Y q 25 ,�F + + J / � a. �� VAN \ /iy ? Ce + + + N. STOP �,'1� �'� i`' ACCESSIBLE v �88 + + + +• \ / ill • i. �►►�% fir.,. I I \ \ \ f — �� J _ _ �/I� / ��,� / '• L' . F• \ � (; � �� \ „ � ' �� y ?% � �� STOP ��a : � � V� �y RESERVED PARKING \ v v�. --- III \ . ' � / f / . •• f, + + + + + + DO NOT CS STOP pl a t+ - - ENTER /� :• �N . ��, �� MAXIMUM ONE-WAY �\ \ . `''v�i I I ��A PENALTY �� O ��1s STOP I MUTCD R6-2R v \ .. �.• �� $250 v f •>r STOP ..., `1 II/ it I I GS 20-37.8 v - I v W 1 ONE � 11 \ �"'� I WAY \ 1 \ liA G ACCESSIBLE I — G—VAN a v' — — v v J STRAIGHT THRU ARROWS , RESERVED I I '1 \ _ SIGNING AND MARKING PLAN PARKING ■Pi'il� _ / CS, . \I \__� �� II STOP ----- : STOP \\ I ,_-� ti MAXIMUM A 1 �� PENALTY$250 \ 1 III / / 1 I II \ il I / / GS 20-67.6 \ ,.._ 1 \�\ li I _ _ • ro .k mil' I ■ I I 1 L� -'"" V 11 GRAPHIC SCALE II ." 111 A 30 0 15 30 60 /V \ \ /\ I . III \i GENERAL NOTES:m. I II , \\ 1 inch 30 ft. A J' ) I II 1. SIGNAGE PLAN IS FOR REFERENCE ONLY. SIGN APPROVAL WILL BE DETERMINED THROUGH = °° °°°°°°°°°°°°° � °°°°°°°°� �° °°.. °°°°��°.°°°°°°°. �,,, SPEED \ 1 � I J / �\/ �- THE TOWN'S SIGNAGE PROCESS AT A LATER DATE. a °°° e,° LIMIT I I I I / I "� y ° "y I 1 I I ( I (, / '� 2. THE DEVELOPER SHALL COORDINATE WITH TOHS STAFF DURING PRE CONSTRUCTION ;`AN.� ^ I _ ACTIVITIES IN AN EFFORT TO OFFICIALLY RECORD PARKING RESTRICTIONS PRIOR TO _ —.44 ° 5 II I — l l \� i` ACCEPTANCE OF THE ROAD. STOP \ \ s ,e° / I I I I f, \ I 1 I \.� \, III 3. CAROLINA SPRINGS BLVD AND WOODFIELD DEAD END ROAD TO BE 25 MPH POSTED LIMIT. ALL REMAINING STREETS AND ALLEYS TO BE 20 MPH POSTED SPEED LIMIT SPEED v v ` �n� 1% \ 1 STRIPING NOTES: v / '\•AA / 1. ALL MARKINGS AND SIGNAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST PAVEMENT MARKING / SIGNAGE LEGEND: \AtcA e/ \° -%. / 1 / 11 / I I I I 1 I II I I I I I / _ / EDITION OF MUTCD STANDARDS, INCLUDING COLOR, LETTER HEIGHT, AND LETTER THE STREET NAME SIGNS. ALL STREET NAME SIGN DESIGNS SHALL BE SUBMITTED TRANSPORTATION AND FACILITIES DEPT PRIOR TO INSTALLATION FOR VERIFICATION CASE OF TO TOWN THAT O 8'r WHITE CROSSWALK, (120 MILS) \% % e � • �'° ° \ \ �J 'A° \ \e \ • I \ % ?e, \ � ° \ ' \ \ / / Ili I m�""""�""��- / / / ) / / / / I N \ / I I \ '� N ^• \ / A° A � \� '' /% / I ' I / \ \ \ ,I \ \ P� \ \ �\ SIGNS MEET ALL MUTCD REQUIREMENTS OR NO C.O.S NOR ACCEPTANCE OF WILL TAKE PLACE IF STREET NAME SIGN DESIGNS ARE NOT APPROVED. 2. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC. PAINT IS ALLOWED FOR SPACE STRIPING LINES. 3. ALL SIGNS SHALL USE PRISMATIC SHEETING THAT MEETS MINIMUM RETRO-REFLECTIVITY STANDARDS FOUND IN THE LATEST EDITION OF THE MUTCD. 4. STREET NAME SIGNS SHALL SHALL ADHERE TO THE LATEST MUTCD GUIDELINES DESIGNS SHALREFERENCE OFONT, LETTER HEIGHT, COLOR, AND LETTER CASE. ALL STREET L BE REVIEWED AND APPROVED BY THE TRANSPORTATION & FACILITIES DEPARTMENT PRIOR TO INSTALLATION. 5. A SAMPLE STREET NAME SIGN MUST BE PROVIDED SHOWING THE LETTER HEIGHTS, TYPE, COLORS AND BLADE HEIGHT FOR THE PROPOSED SUBDIVISION STREETS. ROADWAYS PARKING IN ESME SIGN CASE © 4" WHITE SOLID © 24'r WHITE STOP OD "ACCESSIBLE O 4" YELLOW, (90 F WHITE RIGHT TURN © WHITE BICYCLE e 2' - 6' WHITE MINI LINE, (90 MILS) BAR, (120 MILS) PARKING SIGN" MILS) ARROW LANE SYMBOL -SKIP LINE, (120 MILS) Job No. 02190372.10 Drawn By WR Date 11/05/2020 Designer WR �wuuuij1 %%s� CA i/ 1• .,.`� �,..*< - SS/p ••.0 '�'10 • ' : SEAL : = = = . 028892 •: . %•. ENGINE-``; ••`\ `• �DocuSi ne•vi{ Q �•b•.••••`�\'�`` dim ig'i I'f %" 6/9/2021 / \ �• \ �/// \ \ p % r SIGNAGE LEGEND: ' \ SHEET KEY MAP \ VAN Revisions y -- \ % ACCESSIBLE STOP e 1 PER TONS COMMENTS 2021.03.08 � \ \ SPEED SPEED I I DO NOT 7 SIDEWALK ✓ LIMIT LIMIT 2 PER TOHS COMMENTS 2021.04.14 �\ `s RESERVED ONE WAY \ / / -STOP PARKING CLOSED 4 5 8 ( / 2 0 2 5 ENTER 3 PER TOHS COMMENTS 2021.05.12 _ -_ \ % ` , ` ONLY ` J -. \ \ 4 PER TOHS COMMENTS 2021.06.09 3 6 9 a \\ R6-1L A • R1-1 R2-1 R2-1 R5-1 R9-9 _ „ 36" X 12" 30" X 30" 24" X 30" 24" X 30" °E R3-5R 30" X 36" 30" X 30" 24" X 12" MAXIMUM , 2 1 O / NOTES: PENALTY $250 SHARE CAD AHEAD SIDEWALK CLOSED 1. ALL SIGNAGE SHALL BE HIGH INTENSITY PRISM GRADE GS20-37.6THE ` / \ J R3-17AP ON OF 1 43 / AND MOUNTED 3LBS/FT POLES AND PER TOWN R7-8P ' R7 8 HOLLY SPRINGS DETAIL HS361 ROAD B BIKE LANE 24" X 8" CROSS HERE 11 2. SEE DETAILS HS358, MAST ARM/ OVERHEAD MOUNTED 18"X9" 18"X12" `` JJ STANDARD TOWN STREET NAME BLADE SIGN, AND HS361, UPGRADED TRAFFIC CONTROL AND STREET NAME SIGN `SPACES LABELED WITH A "V" DENOTE TO W16-1P R3-17 ENDS Sheet No. 9 GRAPHIC SCALE AND POSTS, ON SHEET C8.2 BE SIGNED FOR VAN ACCESSIBLE. 24" X 18" 24" X 18" R9-11 R3-17BP 200 0 100 200 400 24" X 12" --- ---- 24"X8"C2.1 1 inch = 200 Ft. DocuSign Envelope ID: C5E27B59-3476-4B9C-ACOF-B42DF79024CF sion plan\C3.0-3.12 UTILITY PLANS.dwg- Tuesday, June 8, 2021 3:38:16 PM - PIATEK NUNEZ, ZENON k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdi /4 LAND USE: VACANT WiLhersRavenel0 Engineers I Planners Surveyors 115 MacKenan Drive 1 Cary, NC 27511 1 t: 919.469.3340 1 license #: C-0832 1 www.withersravenel.com _; ZONING: SD (APEX) J ` / ^ I I ei SONYA WILSON r/ DB 2260, PG. 649 / PIN: 0730457251 % \ # LAND USE: VACANT HHI TRINITY APEX INVESTMENTS LLC DB 12651 PG 1128 PIN: 0730852539 TOWN OF APEX 1 ZONING: R30 04 TOWN OF HOLLY SPRINGS ETJ ' `!�• V ;wog \ \ DELORES HORTON 9 \ \ DB 8201, PG. 2115 d PIN:0730652261 -- ::: ] 7'r: :-:•'_::;;•--0-::: ;:;\ :: /i ;;; ;: . I / : *►�•* \ \ 1 _ \ LENNAR CAROLINAS LLC DB 17612, PG. 1928 LAND USE: MOBILE 7 \ \ ZONING: R30 TOWN OF HOLLY SPRINGS ETJ SCM 9 WET DETENTION POND I• �� ; :? I . I 1 1 PIN: 07305337240 MARY HARRIS \ \ --. J� ,;;I:;: LAND USE: VACANT DB 2260, PG. 670 & 99-E-2225 MATTIE HARRIS HEIRS m \� / Ar�-� = ) / \ ZONING: PUD PIN: 0730545847 DB 9105, PG. 2362 & 16-E-2429 0 0 TOWN OF HOLLY SPRINGS LAND USE: SINGLE FAMILY PIN: 0730644708 \ \o o / ZONING: R30 LAND USE: VACANT \ \°� f .'� II \ f 111 �' "' \ ''' `' 1 1 CAPITAL PROPERTIES II LLC TOWN OF HOLLY SPRINGS ETJ ZONING:R30 ° o0•::.................. •• ::•. \ DB 17612, PG. 1928 \ \-'/'/ TOWN OF HOLLY SPRINGS ETJ II' �•�• . :.:`` .................. I PIN: 0730842712 SECTION 4 I .r. \ \ \� O. ` � - "— � -. " LAND USE: VACANT \ PUD BOUNDARY 7, m --� • :::;r>.•`;.:>:3.•< ` \ / / / ,,, ,fir i�. 0 2 / / f ��!// Arai 1� i�, ZONING: PUD • / / Yi/ / / ./ , c 0 i Y / / -•s7 II�I Y- ?'::i ::..: ?? .:. i I TOWN OF HOLLY SPRINGS ) I / Jr of �// / �7xfari-_1.WWZr .•,7r.v�;e1r0��r AG;a �rzry/p I y 6i" .//YI/ -!,%1 i fiJ.'/ %�//b'704 .� II pp% is !iasii: iv.. Vy�f/��/J!/ 7 . �r L i Q/� u . I �i s � �• II ' ) / , II - 1 �� • ri nnn�nrnv 2 zI 11 SECTION 5 i' - ] Y •�. . is i:i i:: i' i:i: is i L - runs --- -. P-..: x:-t. 1 -_ -.mom- Cam- �w\/.1� - —---- mac_== - 4. �,i k ;i: :: F:c;`' :; !‘ 11111111111 d A i r �., .2: • MI 0 I IOW& .., „.. II II I Il IN is illopmr. _.:.::,:,:,:,:,:,:,:,:,:,:,:,:, , , ". ..:::::::::.. \ v,,,...., \ \ :.: FEMA 100 YEAR <n •' w.- a ..r eUI�'Li / ;::i:T: : ii:i;: -- i:i;: i::: i;;: is i::.:.i I.4-„... I i • FLOODPLAIN `' I � � � r r " ' •i�'i'i�' � ;'•i?�i' . •. � . �+ C> � : � i� � i� i??� i�'•:'i�' i� is I • I / •�_ CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA �1a ', ® \ c / I •r4 SP'i INGS B 0 An .:_.• � �,.--- t 1 :•. is ::::• ::•:. ::• :• :• ::::• ::::• ::• :• ::• :• ROW I i / ' ..:•: • :::::::::::•:• ,5:.5555. .5 \ A .....0,11-jiii Ar;IN'em **** •••••••••••• •• • .f.4111r _____ ......_.,...,, ______ —1- - II ...::*:*":,:•:. . ) ....,"'Ia..__u,ro.•m.' . A., _.,..„.., _, , I ........,, r J / N/ /%/// I `1,, Wi- ., 30' HOLLY SPRINGS / SCM 12r `, (1."--- ACCESS EASEMEN—. :i' c' :':i :'::':i :. 'i '.;• :.... .......: .... • CAPE FEAR BUFFER 1 r/ WET DETENTION�� ✓ `l , l � ,\ l'i / / . ........ ......... .:.:....:" I/,' / i\:i••.•i••.•••i%` �.• / ... / /' POND / <?�' � \ rj � � � � � / / SECTION 2 • \ I 25' ROW �\�� SECTION 3�'..I ��\\\ \ TO REMAIN •"\�1 I � ,,,. L,. .� � � - � .�: •�:�:�:�:�:� l 6� DEDICATION _ --_ � •� / \\ G cr \ O \ / - -• 30' HOLLY SPRINGS CAPE FEAR BUFFER . ' ;r�° � � m .� '•'( • �, Allif-�� \ ;:• • / Q \ •1 \ \ ••::: ( / / WET DETENTION POND / \ •/ � V.. PRE �� .., SEE SEPARATE CAROLINA SPRINGS BLVD. GS ,1��. / / �:'�. �•�i�00 •SQR\ec�o� PLAN SET FOR MORE INFORMATION SHOWN \ \\ -73 O \ . Q \-V co 0 L 1,41 LENNAR CAROLINAS LLC DB 17612, PG. 1928 °r♦ / N��l O �Q �� `� 4. •' \ A� V r ��...�:, ,� `sz FOR REFERENCE ONLY / \ A� / - c9 1) \ \ / GP 01 \ PIN: 0730533724 LAND USE: VACANT ZONING: PUD �o°� � ) - _ _ - ��7 / CAPITAL PROPERTIES II LLC, - / /� \ \ LENNAR CAROLINAS LLC Q � \` •� ♦ I ;eon*s:: - • � \ DB 17612, PG. 1928 G, -Q TOWN OF HOLLY SPRINGS \ = -• I I PIN: 0730834534 A 1�� (�(—` �< - :. �� O \ li. • �\ LAND E: VACANT c9 Q ..0-- III I \� ZONING: PUD I ` i w • ` _ / / 1 I I \ TOWN OF HOLLY SPRINGS \\ \ 1 � / I \ \ �If gF .' ..� :=ck�>�li��lll I SCM 7 I �I =-'- ��%�-Ii %, ' CONSTRUCTED ��\ \ \ a� IF' •�-J , �J I �\ I \ �1 _-'i G/`� WETLANDS .. 1. `� I, \ �/ 50' ,>•�'I k .1L��r� _ ^ . _ \ J / DIXIE PIPELINE COMPANY 11�1� !� ODWAY mow€ \ I t - 1 / pg R/W �_ aw - --1111_�,. _ 2758, P G.643 J EXISTING EOP J I �s = _� _ _ \`z\ • 30'HOLLYSPNGS Q11� -ill -- % �11 r\SECTION1A 1 ?�: WI*i \ I _ ��- - - - - - - icr••••�--_ i I' ANY RIW , ` • y \ : \ \ \ 1 - \ PI P E COMP \ \\ \ \ I I PG. 6 43 50' DIXIED6 \ :;,:.� i \\ OVERALL UTILITY PLAN j . ../ 2758 \ \ \ _ __ -� - wvv - ' / _— , IXIE i ELINE COMPANY iP _ \ma 1 c` SECTION ON 1 B f. 30' HOLLY SPRINGS - — I.i \ _ _ / ' ' lor / � I I J III J «-•�' "-`^'i�:: CAPE FEAR BUFFER /\ w= , ,1 i b III III I I ' / I "' / '.. _ -� „ ✓} / \, ,-• 30' HOLLY SPRINGS aw I I z I I / • / _., 4 CAPE FEAR BUFFER I I I I / _ < ice- I FUTURE PUMP STATION #2 , SCM 10 " ■1■ J :; �^r?• \ I • • • • • :::::: (FINAL LOCATION TO BE DETERMINED) �� WET DETENTION !'�•"�1'�■►� 1 a ` I r i'/ ' POND hill- it,s I �.�.wo a.� CCESS EASEMEN " II' \ I IIII II // it• .-®- — �� / rn �/ ' 17 r� �I��, �� MII 30 HOLLY SPRINGS I wI ill imp I / I I ', w CAFE FEAR BUFFER �� I I u �/ Jai ILL \ \ I / I \ , a ��'I 'l I LENNAR CAROLINAS LLC \ I , EXISTING \ 0 0�� _T DB 17612, PG. 1928 \ � I r 12 OAKS \ L - — T —� ---1_:_.....- \ PIN:0730533724 I I / SUBDIVISION \ '77_ -�� •. �I l ( LAND USE: VACANT �.� I I I I I �` / r I / ZONING: PUD I �'� I I I ( / \ vV - %j •, TOWN OF HOLLY SPRINGS I I DUKE ENE. -. - LLC / oe ,C\ ` v .` . FY6 I ' I I \� \ I * i :•. \ FORMERLY °� E E� I FIRST CITIZENS BANK TRACT �w°° - (SEE DB 2086, PG. 677 & CP&L DRAWING #L-D-2581) �" DUKE LAND UNIT #1183088 V PIN:0730634462 �.E. • PROPOSED 25' R/W DEDICATION m.», I I I I 1 Ij I — I _ I I I \ I I I I I I I I I "' ...-- e I I .........::. . ::- f •• �8 G' y �' � • o EXISTING LOCAL ;`� \ 100 YEAR FLOODPLAIN / PUD BOUNDARY ` ~ ° PROPOSED LOCAL °°° 100 YEAR FLOODPLAIN sQ \ � . ��S \• rev ,...� I' / I / / V` % °/ I r I I �'I /� 30' HOLLY SPRINGS oe I CAFE FEAR BUFFER I I • / '%' / _ / DUKE ENERGY PROGRE: \ DPIN5078 07126927 ..r.::>:: :: ';� Job No. 02190372.10 Drawn By WR Date 11/05/2020 Designer WR ♦♦♦♦ss \-\ CAR0�111' � �A�••�....... ��'/�4" /• /, J Gyp - _ •• SEAL • :'. •••;/V6INE- .•• .`� /i� OF •p•.....••`��`` �DocuSi9ne 4v'I li C� 0. )t lira, rt,VWi �11In11u*�� 6/8/2021 b• °��O ®��`� ;.. ��O�F V 'o'°o «.„ �.e °°� S� %�O e°/ '' �1 s� \ ��//,j V ' ' . SCM 6• . .: CONSTRUCTED I I / I CAROSEWELNA SPRINGS BLVD OUTFALL PART ON THE AND INFRASTRUCTURE CONSTRUCTION DRAWINGS TONS #17-29-04 'i ' ;::• �� / UTILITY PLAN NOTES: ° MH 37s: • WETLANDS • �••.,..�,. 1. UTILITY AND PIPELINE EASEMENTS SHALL BE RECORDED AFTER CONSTRUCTION IS ;l / ..� ' COMPLETED AS PART OF THE RIGHT-OF-WAY PLAT. \ �� '� 2. ALL STORM DRAINAGE AND SANITARY SEWER LINES SHALL HAVE 20' EASEMENTS CENTERED q= ON THE LINES UNLESS LOCATED COMPLETELY IN ROAD ROW. .Q S;: • 'ARATE P AN SET ,ci3 / \ ,. F , .�,,: ' ST ON #1 / :.. OQ Mii /(�'.3_P ''`'' O `y ; MN L`1 / / / `< �`' 40 ♦ MH 3 \ • �// !/ - - ion / / �... .:. _ :.:� -•_ / \ —pii 3. ALL MANHOLES LOCATED OUTSIDE OF PAVED AREAS SHALL HAVE A RIM ELEVATION OF ONE ' ! \ • I SHEET KEY MAP \ y FOOT ABOVE FINISHED GRADE. MANHOLES ADJACENT TO 100-YR FLOOD PLAIN SHALL HAVE A �? e — ,��•/jwi ,i ` / \ l ! —� \ ' \ , w ia�r y +°'� '� "'' • "'►" f►� Revisions 1 PER TONS COMMENTS 2021.03.08 RIM ELEVATION OF 2' ABOVE THE 100-YR FLOOD ELEVATION. _\ /NN �� —= 1 1 � 7 4. WATER LINE SHALL BE 2' MINIMUM OFF EDGE OF CURB UNLESS SHOWN OTHERWISE. �� J �. ` — \ / �.� 2 PER TONS COMMENTS 2021.04.14 5. WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY MEASURED EDGE TO EDGE FROM ,Q'.� 4 5 8 EXISTING OR PROPOSED SANITARY OR STORM SEWER UNLESS THE ELEVATIONS OF THE _,`—_` 3 PER TORS COMMENTS 2021.05.12 . _ BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER WITH A —° ,,,,��.* '•' '/ ■�� PUD BOUNDARY -- „ i,�' HORIZONTAL SEPARATION OF AT LEAST 3 FEET. °, i�—�/� 4 PER TORS COMMENTS 2021.06.09 3 I 6 9 `' 6. WHERE A WATER MAIN AND A SANITARY SEWER CROSS AND THE VERTICAL SEPARATION IS ,i 6, 18 OR SANITARY SEWER, SEWER ve — . LESS THAN INCHES THE WATER LINE PASSES UNDER THE THE 10 MAIN SHALL BE DUCTILE IRON PIPE. ALL WATER LINES SHALL BE DUCTILE IRON PIPE. _ — 7. EACH WATER SERVICE SHALL BE EQUIPPED WITH A PRESSURE REDUCING VALVE ON THE co PRIVATE SIDE OF THE METER. DUKE ENERGY PROGRESS LLC 1 8. ALL NEW UTILITY LINES MUST BE UNDERGROUND. REMAINDER OF / FIRST CITIZENS BANK TRACT 9. WATER AND SEWER SERVICES SHALL BE INSTALLED WITHIN A 3' RADIUS OF EACH LOT LINE. / (SEE DB 2086, PG. 677 & CP&L DRAWING #L-D-258 1 1 10. RECLAIMED WATER LINE SHALL BE C900 PVC. 11. ALL NEW DISTRIBUTION PIPING IN THE RECLAIMED WATER SYSTEM, INCLUDING SERVICE LINES, ..a DUKE PIN: 07363446283088 ' LAND UNITVALVES AND OTHER APPURTENANCES SHOULD EITHER BE COLORED PURPLE (PANTONE 522 I 0 OR SIMILAR) AND EMBOSSED OR BE INTEGRALLY STAMPED/MARKED "CAUTION: RECLAIMED GRAPHIC SCALE WATER DO NOT DRINK" OR BE INSTALLED WITH A PURPLE IDENTIFICATION TAPE, AND A Sheet No. • O - 200 PURPLE POLYETHYLENE VINYL WRAP. 0 100 200 400 12. TEMPORARY 2" BLOW -OFF ASSEMBLIES WITH GV (IF ENTIRE PROJECT IS TO BE CONSTRUCTED - -��C3 AT ONE TIME THIS IS NOT NEEDED; IF NOT, REMOVE DURING NEXT SECTION OF CONSTRUCTION 1 inch = 200 Ft. DocuSign Envelope ID: B924C3D7-3639-4ABB-88F0-F57F991A416E k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C3.0-3.12 UTILITY PLANS.dwg- Thursday, August 12, 2021 3:08:39 PM - PIATEK NUNEZ, ZENON SEE SHEET C3.2 FOR CONTINUATION $ -Ai\ Q L� I 72� 5,75U SF L Q A A A ♦ ♦ ` O _ I } I -O. .! L� L� ��, ►.r' I 44/ i + AS4siti .•4, q FM .4* FMB ;; ♦�♦ Q ♦ Q Qiii <C/ I • t 6' ,Q ♦ A Q �� `! s`J. , Q I 11 01\V G �i' � . - ♦ 2�'�Q WOODFIELD DEAD END ROAD.#*.i.44"1,4* 04 , 7.-- / V 0* I I RECLAIMED WATT 4414,, PUBLIC ROW) �`>� / (82'• I 1 I I — — *. r. �W ��_- \\ F�� , ,�" _ - _ _ W � � � (1)1�"x6" TEE . �1% - \ — — — — ��'� W ' `/ JI AIR RELEASE VALVE• SR 1154 -WOODS - —� •- ; ' � FHA (TYP) zz 30'X10' BORE PIT � i / � i 14* I � 1 10 I I1 5,75U SI 1, I - WiLhei Engineers 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.33, (EXISTING gpr P CREEK — — 'll-� w pBLIC R/W pg 926 � ` ` Q < A A xiLL i• 4ti 41 • 0 • ,i 140A,ENCASEMENT I I I ' I 5,7 (1)12 X12"X8" TEE (2) 2" GV•<� (1)8 GV) 10'X20' RECEIVING PIT - BORE AND JACK 65 OF 8 DIP - ` \ �\ \ w N• ` ♦ �. Q q CCF Lj� �gSFMF ss c� Q \Q NT� ` ♦ Q Q 8,' i_44,,, 0 // , / I I ii1 I 57 I 1 I WATER LINE WITH AN 20" STEEL \ PIPE\ TEMPORARY CONSTRUCTION\\\`+:� EASEMENT \`\Q \ 12' EXISTING LANE WIDTH Q K ROAD CE ► RLINE ,G BOU � � • GODS'iftriS)4, \,w EASEME TEMP�•'RY��NST•.CTIOi++, # lit \\ \ *0++ \ Q ♦ i 8" PVC • •' MAIN TO ITO MH 37: \ �� F`� � �\� ASAS "".'TEPROJE• 1) '� 1 5 1\ I II 20' DE I 09$1,04 CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA I SEE BELOW FOR CONTINUATION 60' EXISTING R/W�\Q • it,,,81141,.40•1* ♦�\\ a-\L�•QQ� •4A 1*A4 8i 40 Q• J.. PROPOSED 25' R/W DEDICATION ....,,A ie , \/ *44*�44 .. 4+A' ; 0414 r4f11* ► I .11k 1 '1 1 'L__ I — — \A'‘ \ .0 IF i • • . 6 •/40 PUD BOUNDARY \ \''• FHA (TYP) \\A \\\/EXI \ �� Q ♦ \ 4 . y' Q ` \ Q \N . 4NA "� PROPOSE ► ." PVC REC , ED TER LI ' ( \X 447 G STREA / ING LO ' L s►YEARFL��' AIN ` 'ROPO' D LOCAL i0 YEAR FLO• e •LAIN 4* 40 1Pr 4 � i // 1'41 / I / 6,7\S' ` / 01 , 5,75U SF PO44W+•+4V WATER LINE P) PROPOSED 6" PVC REC IMED ► SEE SHEET C3.11 FOR CONTINUATIC UTILITY PLAN ♦ ' ♦ Q WATER LIN (TYP) I■II\ • ��I 1•�1 PUBLIC UTILITY EASEMENT \ ♦ \ ♦ / AIR RELEASE VLAVE \ �� -�� Q Q Q Q� Q Q�� Q�� - �'� � _ 8" PVC FORCEMAIN TO TIE INTO MH 378 ��`�. •. - \ VWDE ♦ � � � s-� ��Q � I. � ♦ Q Q Q Q ♦ a � � _ ♦ Q Q Q Q Q Q Q Q ♦_ ♦ ♦ Q Q Q � AS A SEPARATE PROJECT • � Q Q ♦ � - ♦ Q �� _ \ � -`� � � �-�• '♦ 4♦ A A A ♦ A A A A A Q A- -A --� �- �' Z°S r♦ A A. ASA- $$ -A A {L' Q Q A A 1 \ ` ♦ Q\ ; \HA 1C�_ I `�-�Q . -Q ,- ` Q ♦ Q (TYP . � �: LSD AQ_Q ♦ ♦ �� O ��I�� \ / \ �. , \\, �) R•�. _ `q FM \ I i - _ FM FM FM . . a I. 41* • FM � FM � ♦♦ � 6' Q ♦ Q Q � , \ � � � FM s;^� � O Off` V �\ *4 �_ _ ♦ � Q � ♦ \ � �°� � er ____ --- , ; �O '.■ �__ \� WOODFIELD DEAD END ROAD � _ � (82' PUBLIC ROW) - "BOA AND2" TO BE / Q �� WATER LINE (TYP) � \ EMOV' AND ATER ES ��`,, ° Q EXTEND PROPOSED 12" DIP \ Q . ♦ \ep FH �� I � W _ _ �I 30'X10' E — W - W SEE ABOVE FOR CONTINUATION 65LF JACK �� QA A I. / � AND BORE \ \ = ` \ (1)1�"x€i" TEE ' �' �'�� ; — �-i W 2) 12 GV. // �l/::; Q �� Q Q -� -� \ P�----------- GV 1/'. \ \ ♦ MH378T0 : STALLED .ART Q i �\ \ �QF PUMP ' ION PROD • ND . 1i A \ _ (r} FHA (TYP) AIR RELEASE VALVE �'R — — - _ ��-� W \ FORCEMAIN TO BE PART 1154 - w ��++ —_ �- oOp�7 �, _� _ _ OF E51 PROJECT (EXISTING �� P�B�I REEK ROgp G' PROPOSED WATERLINE AND RECLAIM R/W pg ENDS HERE FOR THIS PHASE 9264 PG 295) 1 2" BOA - O (1)12"X12"X8" TEE (1) 8" GV) I�• 10'X20' RECEIVING PIT - BORE AND JACK 65' OF 8" DIP WATER LINE WITH AN 20" STEEL ENCASEMENT PIPE ' - !V/ Q �� Q w �� \ . \ , : ,c \ • A V V V• \ \ \ \ \V \ \ 60' EXISTING R/W \ TEMPORARY CONSTRUCTION EASEMENT y 4 V\QA \ v A b \ A \ Q\ UST B . EPO COAT' :• \ ♦\♦ THIS SECTION OF WATERMAIN AND RECLAIMED WATERMAIN TO ` Q�� BE CONSTRUCTED WITH THE ♦ ♦ Q CAROLINA SPRINGS BLVD AND INFRASTRUCTURE PLANS \ ♦ ` DE \A Q `4.� !, i� \ �� / • , ♦• � �� i�%� �� o �►,�'� � Q\� � �� I�i i �' i ' � ► �� / \ �O \ • \ y�A O \ �Y.ce / / \ min EXISTING 12" WATERMAIN ' �' L� �; �, SEE SEPARATE PLAN S' Job No. 02190372.10 Drawn By W R Date 11/05/2020 Designer W R ►uuu ii • •••./� '20' .,`��N CA R��'''% � Q ••......... �i Q� �l _ .• SEAL . 028892 '� .: • ��i �, �� .� � � •• NCINE . �y •••...•••� • o�cus9�•�'" �RA M • ��`� ��I►nn►►►►� 8/12/2021 utlra, Ft VtM TEMPORARY CONSTRUCTION \ \ OR PUMP STATION #1 ♦ ��"' EASEMENT V A \ �� t,`''� �lS#17-29-PSS SHEET KEY MAP \ /� • Revisions ' M 77 \e • 6OA 1 \ Q - �8„ Q ` �C �■■-2' 2 :::z:::::::::::::::: � EXISTINGEOPLANEWIDTH \• `Q to • 5 -8 UTILITY ABBREVIATION LEGEND REMOVE TEMPORARY BLOW -OFF ASSEMBLY Q Q ' ' \ 3 PER TONS COMMENTS 2021.05.12 im AND CONNECT NEW 12" DIP WATERLINE I Q Q ♦ 3 6 FHA FIRE HYDRANT ASSEMBLY BOA BLOWOFF ASSEMBLY \ \ � "=:: AAA eo ; 'S I THIS SECTION OF WATERMAIN TO BE ` CONSTRUCTED WITH THE CAROLINA SPRINGS \ \ `1 ♦ AAA �� 4 PER TONS COMMENTS 2021.06.09 ■�� GV GATE VALVE \ RED REDUCER BLVD AND INFRASTRUCTURE PLANS \ \ Q Q Q ♦ �\ 78, EASEMENT ABBREVIATION LEGEND v AA ♦0 sig � `� 1 11 DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT \ ♦ A ♦ \ ` ��` ♦ 2:A.as Q Q Q GRAPHIC SCALE EXISTING 12" WATERMAIN \ I♦ ♦ z. Q Sheet No. C3•1 12' EXISTING EOP LANE WIDTH NA AA SDTE SIGHT DISTANCE EASEMENT 50 0 25 50 too \ N ♦ \ STE STREET TREE EASEMENT ♦ QQ LE DE LANDSCAPE EASEMENTAGE EASEMENT (PUBLIC) 1 inch = 50 Ft. SEE SHEET C3.12 FOR CONTINUATION DocuSign Envelope ID: B924C3D7-3639-4ABB-88F0-F57F991A416E sion plan\C3.0-3.12 UTILITY PLANS.dwg- Thursday, August 12, 2021 3:08:51 PM - PIATEK NUNEZ, ZENON k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdi (1)8"TEE (3) 8" GV (1)2"BOA (1)2"GV 14. (1)2"BOA M 1 (1) 2" GV� �I i I (1)6"TEE (3) 6" GV (1) 2" BOA (1)2"GV (1) 2" BOA (1)2"GV DE —f- (1)6"TEE (3) 6" GV I PDE FH&LTY ) R STREET F (51' PUBLIC ROW) 2,268 SF 1,8iu SF 1,870 SF 4,269 SF (1) 8" TEE (3) 8" GV DE PROPOSED 6" C900 PVC RECLAIMED WATER LINE (TYP) ------------- 20' MULTI -USE TRAIL — — EASEMENT (TYP) G UTILITY ABBREVIATION LEGEND FHA BOA GV RED FIRE HYDRANT ASSEMBLY BLOWOFF ASSEMBLY GATE VALVE REDUCER EASEMENT ABBREVIATION LEGEND DE GE PDE PGE PUE SCMMAE SDTE STE VWDE LE DRAINAGE EASEMENT (PUBLIC) GREENWAY EASEMENT (PUBLIC) PRIVATE DRAINAGE EASEMENT PRIVATE GREENWAY EASEMENT PUBLIC UTILITY EASEMENT SCM MAINTENANCE AND ACCESS EASEMENT SIGHT DISTANCE EASEMENT STREET TREE EASEMENT VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LANDSCAPE EASEMENT SHEET KEY MAP F o (1)2"BOA (1)2"GV a ooze Av 30'FUE I SECTION 3 SECTION 1B 4 41 69 16(0) I I 47(0) W W 46UUSF 4,6110 SF --- W-1JI---------- 1 I II MI 1E1 • (1)2"BOA —I (1)2„GV I \IR RELEASE VLAVE o L- 2 R FM 'l• '' 'l• 'l• 'l• .1• W 4 W Ns.W / PROPOSED 6" C900 PVC RECEAINIED'WATER C1171EITYPr 82 4,5960 SF (81) 4 50 SF U 801 5,0'' SF STREE 51' PU' . - R/W 79 5,0[4 SF 8" PVC FORCEMAIN TO TIE INTO MH 378 AS A SEPARATE PROJECT SR 1154 - WO -OD CAE ,� \ (EXISTING 60. PUBLIC R/ W DBE►� ROAD • 9264 PG. 295) A FHA (TYP) 1 6"x6" TEE (3) 6" GV 4,5a SF LE (TY 4,338 SF (1) 12"x6" TEE (2) 12" GV (1)6"GV SEE SHEET C3.3 FOR CONTINUATION 2,2yy SF 1,870 SF 1,870 SF 1,870 SF 1,8%U SF 212 3,66iSF (1)2"BOA (1)2"GV (1) 6" CRO i _ _ _ (4).6"'GV C NLTYP PROPOSED 8" DIP WATER LINE (TYP) (1) 2" BOA (1)2"GV (1) 8" CROSS (4) 8" GV CLUBHOUSE PLAYGROUND PRO IT53" D� E TY PROPOSE RECLA R LINE \TYP S r \ ,." EQ (TYP) 20' DE 8"PVC 51' PU1:11C RW 8' PVC 3/4" WM (TYP) 2,40 SF SEE SHEET C3.6 FOR CONTINUATION 1,80 SF 1,80 SF 62 3,00 SF PDE 45' BEND w1 � W vC PDE I oc ss- o4d/ R `EG��ON I w W • 1 �■ �- 1 W u 8' PVC R RlsrPUBuc RJR 1/► e 5,83y SF 1 I 52 51 50 49 I 6,5USF 47 46 45 O 51 fio 49 6,5UU SF 5,2UU SF ■i 51� pvB� 3,25U SF 2,85U SF 3,64U SF 4,55U SF ! I I� (1) 2„ BOA 'D��'� I L � I L 1 2, BOA 11 2^ GV ■ ui •} -1I1► i i (MI 2" GVFHA (TYP) 5 01664 SF I I ( 20' PDE ' , Pr" 3/4" WM TYP 30' PUE • — — I I ■��j�l� 4" CO (TYP) _ � I •' BLI 0' MUL I -USE I I r 1 _ _ 3/4" RWM (TYP) TRAIL EASEMENT (TYP) 64 -44071"-4,6UU SF4%. iii■� I11111„11 I65 � 4,6U6U SF•II„/•)WN66 • I Q W MP NV RIW4f,Or �Ir- - #+-4,v+ 4,60 SF PPELIN• M 3 I I CV SS, 8" PVC,I M 24tee. IP 22 ��\7,1/SF \ BL . 20' MUL -US H#"4,4 RAILEAT (TYP) II- 6,281 SF 21 �1 i *trM i_- OP 0 BANK 20 ^ 67 I I I .\s\‘ 6,2U9 SF • 'AIL EASEM T (TYP) 4,6U6U Si I I I I 0U PROPOSED 8" DIP VIAER LINE (TYP)4,6ISF I II I IIIII. — I 20' PD' FHA (TYP) 30'X10' BORE PIT 0 NA Qo AN s) No 0 '\ cA\AN A SEE SHEET C3.1 FOR CONTINUATION 69 XISTING TELEP4kF L•: • A ED (3) 8" GV) =1— — 4,6U'U SF 5,66'y SF 20' PDE TREET K / 4,6[6 SF 3/4RWM (TYP 4" CO (TYP) 3/4" WM (TYP) 74 6,30U SF 6,204 SF 5,0su SF • 40 • ‘t t#41, **: 441 I I I I •4\****44:s...P41*** *NN N Giso8+4:4#:4".11:4****,++.‘ 4*•\ #.440\4*.tit#4***4":;;:v 44\‘'..3* A 11 111111 II 1111\ REL • FIE RA AL ADJ T ATED EAD REM LELDABNIND0:6uisi2R,0.°p5.G37.31.:9N281T 86#10t04Aliti + 84 titli+ V•it 100 PROPOSED AL OF BA" CAFE YEA LOO LAIN IYARSPBRI LOODP / \\11 **, .#.41 1"Stii4titi#94414•414P)". 4\ 446:\ GRAPHIC SCALE 19 IA) 7,1 SF 18 5,70 SF 17 5,70 SF • 8" TEE GV & GV FHA (TYP) 5,70 SF 50 0 25 50 15 5,70 SF 14 5,7gJ SF 5,70 SF 12 5,76 SF Pk/5kED 6" RECLAIMED WATER L 5,70 SF SEE SHEET C3.10 FOR CONTINUATION 1 inch = 50 ft. 5dir6L r CU CU ft) v) roc a_ CU 3 0 LLJ 115 MacKenan Drive 1 Cary, NC 27511 1 t: 919.469.3340 1 license #: C-0832 1 www.withersravenel.com 0 0 HOLLY SPRINGS, NORTH CAROLINA Job No. 02190372.10 Drawn By WR Date 11/05/2020 Designer WR • • 028892 8/12/2021 lairennuour Revisions 1 PER TONS COMMENTS 2021.03.08 2 PER TONS COMMENTS 2021.04.14 3 PER TONS COMMENTS 2021.05.12 4 PER TOHS COMMENTS 2021.06.09 Sheet No. C3.2 DocuSign Envelope ID: B924C3D7-3639-4ABB-88F0-F57F991A416E sion plan\C3.0-3.12 UTILITY PLANS.dwg- Thursday, August 12, 2021 3:09:05 PM - PIATEK NUNEZ, ZENON k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdi ■ ■ Imo WiLhersRavenel0 Engineers I Planners Surveyors 115 MacKenan Drive 1 Cary, NC 27511 1 t: 919.469.3340 1 license #: C-0832 1 www.withersravenel.com SEE SHEET C3.4 FOR CONTINUATION / / i / 1___i J L I 1_ L •• _L_ i_ `� -- \ \ . ► - ---- I t �' 2,3U9SF 3 / -\ALLEY ALLEY 3//\241/ _ `(,25 / '''' SF / i o ,�♦ ACCESS EASEMENT 5 PRIVATE ALLEY ../ 5,784/ II, ) '''' / .."" / 4 / Itf / I I — - 236 ,1 f , ,+ t. .01 30' HOLLY SPRINGS �, �� / lr. • / 2,418S F / 1,98b SF i _,.162°♦t//1/ `•:' / 7 ♦ //// 235 ■ 04.74 1,9iy SF ., ; a r 1,9y3 SF co ` / / ■ *, H'3 \ 234 �I ii 190 ..---'''- '_.,. I 1 \ \ EASEMENT NWDE •\ \ ♦ \ \ \ Tp \ / ■ 100° \ 2,40 SF .: w mac' 1,9yU SF / \ 243 \ / �I ♦ �� _., VARIABLE iv1//� Q / iii�•• / ■ / \ 6,OU\ F �� i r, ' _ , ` WIDTH / / /, / ■ \ / I ♦ _ PUE ♦ / % i / / / 3/4" RWM (TYP) _.�i ■ 4: CO (TYP) I 8' � \ \� / co / 191 3/4" WM (TYP) ll /� \ ! 2,44y SF i ■ \ II , 11 FHA (TYP) (1, ■ \ � 4 3/4" VVM (TY 2,2yi SF `\ \ \ / \ \ \ ( ) \ 6,000 SF / 11 g 233 \. \ / 169° /`j Ir ,1:',..... III 192 CD 2,3A SF kN tf / - . IP 193 I� / / / 1,8i1 SF �,. \ 245 t�h 231 4" C'0 / ■ i i \ \ ; a \ i ~ \ i i i . ..- ; O / 44417 O Q ' NATURAL � •, v Q 2 AREA �� i PROJECT LIMITS CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA \ (TYP) \ 6,O1]uSF \ � I�� .� 1,8%i�SF / . ��I ♦ �� . • 194 • •• PUBLIC 30' MULTI -USE �I /% i ;' 1,8%U SF ;/ + ■� o • ►. .d ' TRAIL EASEMENT (TYP) ED 8' PR / ► / WIiTER\\E(TYP) '.,•di ■ / \ II �/ 1,8'UOSF ,r �� / / i'.:.. ; /195 . II j y� / ■ , /�� 20' PDE ;' 95 SF -ibi 196 • ././. \ 6,000 SF II 246 ' `` 2,29b SF // ■ ` f /*/ `' ♦ • \� /` h ♦ / \ \ \ 2,2y5 SF ■ i'/ \ /� \ \ \ ♦ \ \ / /// . I PROPOS ■ \ `. ♦ \\ / // \ \ • RECLAIM,4 i II .jam H 5 •• \\�\ ♦ \ // ._ !\'.� �`'\ ,� � ■ ■ ■ V \'\.\ I \\\\\\ - - - '� 6" C900 PVC ■ ma' IL LL 11 - II ■ ■ ■ - •�� "� _ _ - - •f. • ■ ■ Ill ■ ■ ■ ■ ■ ■ • e AR.In. ■ a III __Ill - - - - -��'--� ------- ■ /� j 228 ♦ e % \ ; \ .. / 228 \ ♦ \ J , II . 2,268 SF .•/ SEE SHEET C3.6 FOR CONTINUATION II / /// 227 t:, / ■ / 1,8/U SF SF ■ / \ ,../ . . / . .. 198 ■ .1. \l. \l. : /, 1,87U SF i // , . .. 0 199'\ W W W /':.:. / 199 ■ ; r / •/ /, \HA (TYP) \ `'\ \ // % , .. 200 "4° .. II ■ �. • .� ♦� \ \ /, /// ��• 20' PDE \ \ / li • . . / ■ ;:a yi - ■ ■ ■ ■ \ \ 1,8/1 SF ; , / . s// c ti_Y• • / \ • .� ram: h r Jrt �i, a �� UTILITY PLAN II ■ NM Mi MI TA. ♦ / — — — — •/ /' ` \ 202 `� ♦ : / PLAY LAWN ,._._ -IF i iii / ,.....(t) / . 224 ,2,5Ew /11 SF as / O / ^ ` 'II• ` a .. •.• B: TEE W/ (3) 8" GV �% // \ \ R / / --� /j/• \ \ s . / / 223 / \ BEND 2,010 SF VARIABLE WIDTH. \ i ir • , / 6" TEE W/ (3) 6„ GV ;i i/ / ; \ \ \ ♦ �I ♦ ` / / ;j / • • `,.� 1,9bbSF i� 203 ��_ ♦ l i I � I, h �. II•-�/: ..• � ! 2,54LSF 7 '♦�`� I l l • li•�•. l e- •O \ \ O •� •� O T r, �dr Q .••"a �?� � O O °'•.. • ' ,--- III221 II li 1 /I/ 2042,54 /7/ I i i p:+: / 2,921 SF , / . a ir11 1/4° � %�POOL,I 204 BEND � �II . 1,951 SF i i04 i ♦/ i 1,996 SF it • BLDG i 220 I / I o �C O • .° 5� , i c J 229 I i a 1/ 1i • Job No. 02190372.10 Drawn B WR Draw.: PT: 16 66.02 1 92s SF 205 0 7 G • ir � � Date 11/05/2020 Designer g WR (1)8"TEE (3)8"GV II III III III III III _ • �■ � I ei ■■ le . PDE 'i' :.:.::�': '. 1 (� _ _ 2,3[[gSF - - _ �.— — _._ I - ■ ■ ...... fII � III � (10)I 198 ��' 9 SF 1/41,4 / - •• -ouo I / / � �• I i ; I / w A of / 206 , 2,4'[3 SF sr, ir / I '_, , •.� / Oc• �o TERRACE L�, O O /•°' Q tiQ ♦ / I /1%44;i `,_,•••• G o °• CO 8 • ••7 \*-- 37-, �1111111� %.�``��N C R'''�. ��O` c) .......... �/// ,, ♦ .• SS/� •. 9 �i Q S. '4.4 _ • •• SEAL = = 028892 Docusi ••••• g ,,„ IlA M• tvO```` dint, 8/12/2021 • •• • • `_.ils /\ I + I I _____________1 IIf - u -� .® s. CO 4 y ♦ \� ■ �• ? 2,2y58SF ' i I PR ()SEEM' �PV— ? I I ;;' •;;.;::. i'I (�XISTING REdLAIMED WAT " LIN TYP) CLUBHO S ■■ z I 207 ■■■1 TEL� 0►v LINE ALO . 1 °. Revisions SHEET KEY MAP �' I I <' ' 2,26gSF / �� O -� : k: i -Q,,, , � �: , WOODFIELD E � ,•.L� � PLAYGROUND PER TOHS COMMENTS 2021.03.08 cl i I i I GOAD cog II 217 Q I 1 ? RELOC' ED BUT ��';/1 � 7�-1,8%U SF!WI-'-'IW � _ I\ S 2 PER TOHS COMMENTS 2021.04.14 1 q., O pUO I� J Ii . W OPE TI ONAL FO A "� SC I , ■ i cn .... 208sj W - 40 �. i W p • _ r 4 5 8 =o 1,8iUsF i 2-------,/_ R "'TY0"ST ORT = � �' Ssit 3 PER TOHS COMMENTS 2021.05.12 UTILITY ABBREVIATION LEGEND 216 i QIanI I-�QI,, ��\ I J i CO '� 4 PER TOHS COMMENTS 2021.06.09 FHA FIRE HYDRANT ASSEMBLY 1,87U SF N I I ,: �� W i • `__ v O ; f: II 1� ? `� I > ;. .' • I " . 5 209 �� - i /�z BOA BLOWOFF ASSEMBLY w I ' LL ♦ • \ GV GATE VALVE III•1 - + I ( SF j W U 1,8iU CV / ♦ RED REDUCER W J III I Q ) : i� \ \ 0 m 215 W U �� i I 2 f 5 '• III ! 1 II i 1 \ \ 1 I- 1,87U SF i J m CO ' III ? I I J a I ! i 1 \ \ • I 210 EASEMENT ABBREVIATION LEGEND III — i N I PROPOSED8" DIP \ \ ' I � 18F I ,�, � � i WATER LINE (TYP) \ \ c-----_--: --�� I I I 1 DE DRAINAGE EASEMENT (PUBLIC) GE EASEMENTEASEMENT III i Q /" CO 5 - 11 PREATEDRAINAGENWAY PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT SEE SHEET C3.2 FOR CONTINUATION PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT GRAPHIC SCALE Sheet No. C 3 • SDTE SIGHT DISTANCE EASEMENT 30 0 5 30 60 STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT ( PUBLIC) LE LANDSCAPE EASEMENT 1 inch = 30 ft. DocuSign Envelope ID: B924C3D7-3639-4ABB-88FO-F57F991A416E k: 19 \ 19-0370 \ 190372.10-lennar- carolina springs master plan \CAD \drawing sets \ cds - phase 1-5 subdivision plan \ C3.0-3.12 UTILITY PLANS.dwg- Thursday, August 12, 2021 3:09:21 PM - PIATEK NUNEZ, ZENON 1-1.-1.11- -/Z/717..1.17111-2111/7/__ 7 ; .777,1- 77/; - 17 r _77 /777 Ez 7_ 774/ 100YR BACKWATER 7 EASEMENT (1) 2" BOA (1) 2GV \ \ \ \ \ \ \ EXISTING EOP \ \ TIE TO EXISTING ROAD ‘ \ \ (1) 2" BOA (1) 2" GV Imo wi th R Engineers I Planners Surveyors 115 MacKenan Drive 1 Cary, NC 27511 1 t: 919.469.3340 1 license #: C-0832 1 www.withersravenel.com / / / / A /6" . H 2 ! / ////I ///1/4/22/// + + + + + + + ± ± + + + + Z /Z__//// , 1//a VI LAG QUA /NE c BORHOO! I - 1 ± ± ± ± ± ± ± ± ± ± ± ± DI RIC ENT DIV ING :GUN RY 1E , ,. 1 ± ± ± ± ± ± ± 20' PDE 20 PDE ____--- • II 1111 I•1 IL• 111 II • 1 - - I - - , 1 , itr. iii• NM iii• Mi. ir. MAI in. MAI will Eno' in--, ••••••••••••••••••.i ••••••••••••••••• 1 1 . • . L L I 0 - - _., _... _ • r 7--- ----- ---,------- 1 _ I I I - • PROPOSED 8" P ..1... ■ . •-•-•-•-•-•-•-•- PROPOSED 6" C900 PVC `• 1 WATER LINE ( P I 1 1 -•-•-•-•-•-•-•-•-•-•-•-•-• -•-•-•-•-•-•-• -•-•-•-• ' • I I 1 1 TE-CaTMEDWATERTINET7 \ I I 1 f /I 1 1 iii- I0 1i3 I1II • 229• 0 I M 17Im4- • 0 390 3,88SF 389 2,0SF 388 2,48SF 387 2,4ASF 386 3,6tSF 1-7.••1iI 385 3,68SF 384 2,438SF 38( 3 382 2,48SF 2,48SF 3381 3,68SF 1 ! i ! 1 380 379 368SF 2,48SF 378 #' •••• ii " WATER LINE (TYP) • • 3/4WM 11 2,48SF ,37'7 243SF ,376 248SF 4,48SF I . im I1,I..,• - •S I \ 30_ 0 3,F 2,43269S F 2,43288S F 2,43287S F 2,432226 SF 3,43265S FPROPOSED8DIP 4 1iii .•:.,'-:'.,. 4" CO (TYP)• • '•. \ a oi -1- • . •• ---- _-__ - I I •'.' •. ; 0 0 ..--- ,ii- '•-..., ° ..• i •°' .--- I-- 1- V44)4W i . " : .TELL I I •,4 ....(...... 1FHATYP aiOi.).i _8GV . tff% - ' / .:,•,..2:,. .. 1)) - ----•-8 ... - •• •-A• - . - _••I •:....•2. 4 KV CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA Ill A- \R IIII _ ...•1 - !!l (1)2BOA !11 1 _ . • ,...., „ . W ,‘:•,:- 4D„E .. .1 11 _ AwoLi] - 339 Ha W m 1,.1 - W - ,• R.;. ---04:'1-..'-;•-,- Rw IMile• 8" CIW rill W a,1,_! • SPSV, •A R SS H7S 336iIl V V m!mmiNimmIrl, I— SS SS aI1 Rw I . II * R w- R C I at U.Iimmr!,- d , •• '-' - mr, • / ,4, R R A. * R - • 0 " n-. :f..--.4 I• ./..• x - GI - ,L- I . .-- -•- 6("4 1 ••. •.'• - LASSTEMCITH ON R4 11I 22 )C6R"O GSVS • I :-•. • •ali, l„. l., ,_1... Ii I •F TIT IT ((11) ':', ,-- - - „.?.,.l. I • ) .,..: -• : 20PDE • . . 1. •-• , i•F *:..,.., i (55 PTURB IECT R I I w ODW . PROPOSED 60900 PVC H•A 1 .,.4-.1.:..... •-:••:'; IpII 4:.:Y. g 1I•nN1I 0 f:t ii i i 391 392 393 394 395 396 I 397 RECLAIMED WATER LINE (TYP) i I.*..:,:.:...',,., (TYP) I' I 4 i. : aEoc_i adnIunn ii 3,68S 66LI 1,51SF 1,5SF 1,5SF 1,56SF 4 2,0SF 1 1 2,0SF 6 398 1,5SF 60 399 69 1,59SF 400 1,5SF 6U 401 1,56SF 1 402 i1 2,0SF 41023 404 2,0SF 1,51SF 1,566SF 405 46006 1,5SF 1,5SF 40-8 3 5i6SF :-f..•' • - fr • so • ET In • '111' ,,_ 1 3 4 36:3I2. 3 ; 00C=I=<ZI=c- - I 2,534333 SF 1,536322 S F 1:4,5r::3 SF S 14,. 5• F a35 I 11 SF 2,232,3„66 S FI I I 1i ' :1",4.!•‘,; •.:iII1Ig1II. -.- - L 1 I;i \4 (1)2 BOA 1 IIII _ I (1)2G "- V (1) 2BOA 7 I- .•,460Li7 - - •-•- ..,:.• (1)2GV •3i2: ; I Ii _ 11 1I 11k111114- _ i i i , oL i; . ;1 ‘:.:..•. r,..:i..;i.., II 4 6 D 4 . 1 SECON41 I%_ V.4 -• :•• .2.,1.. i .. _ _- L_ALLEY 1 :,.D.•, (,....•.,7 N _„,„ __ .• i, __ _ ..4...:,,i,.,...:.;.! .f2ACCESSEASEMENT _ ISEC ;EE SHEET 03, -- ALLEY 1 ‘X — UTILITY PLAN i! _ .:,• — ...:. I +-- (25'ACCESSEASEMENT) — .:.;...:.: ..— .., : - - - _ I nuini - - -,:-7,: -I 4I- .. ....' IiI1 II :...::.' :.....,:.....:'...; — I• K!,i; •, :..'.:...':.,,..:..,,,...,.:. :-.••..:1:.-,-.........: ;..:.1.. — t 1 I 1 F.------- I i i .2.::: .i.. ;...!....;:l. ri • •-' -E ...!.:.:'. - . 1- -7 i 1 - 4 . I I • I I 1 .::!.: 1 i._._.__..__._.___._ 1 CI ) EXISTING TELEPHONE LINE ALONG `,/' II ii ,d • .,.-..: .;.:::,'... ...!.:,,..1..:::. I I I I I 11 i_ _ I I i I u ,. I I I '.,,...!.., T.,... (1) 2" BOA (1) 2" BOA ,:-., • • , 1 I (1) 2" GV 1 (1) 2" GV II WOODFIELD DEAD END ROAD TO BE • ....:, I 1• ..::'.;.:.. II I I I --- I - - 1 426 • • \I ! • ii 425 424 423 1 1 P RELOCATED BUT MUST REMAIN I 1 422 421 442200 419 418 LIA OPERATIONAL FOR ADJACENT ..,.. - ,... i.i.y u. 1 u 3,311 SF 1,868 SF 1,8626 SF 1,8626 SF 1,868 SF 2,34426 SF • 2,348 SF 1,868 SF 1,868 SF 417 1,866 SF 416 1,888 SF 415 2,348 SF 414 413 412 2,341 SF 1,849 SF 1,868 SF 411 1,822 SF 410 1,866 SF 409 4,762 SF I 1 , 1 - 1 \ 1 6 li OPEN SPACE 131 1 2,415381SF 1,81 F 1,81122139S F .123 PROPERTY OWNERS TO THE NORTH ::---..... 1 , u • I. I ISEC'TION 2 1 1 1, 81/268S F 2,4182287S F •,:,:- 1 1 i CAROLINA • I :..;: 1 11 1 S•RINGS BOULE ARD I it. (1) 8" CROSS I .., u --1 I ' 4" CO (TYP) i SECTION li VI 8" GV) ,;•',c • •:: I (55' : LIC R •li 8" TEE I 1 / 1 ' -. (4) 4.„ 11 3/4" WM I (1) / PDE FHA (TYP) . i 11 FHA - •-• -___. . --- -•-•- -• - - • //' SECTION 5 (TYP) 45° END , 2" BOA 8" GV • • • I (1) (1 2" GV ..: ' - ' - -Iil . 1 1 I 45 B-END • n * v44 1. - _ . . 1 g . • _ _ ___ _ . li - .• --.4''- ii • I= I - - - I 5 I •• - — - • IS i , - - • '''..L • - SECTION 3 1INIEr%likm..AIR NMI .... • JAM= •=1,2.—M— MEN . iiram% lingiNI10" II --.......16■AIM m!arci; _, 011 mMiNami iii I I I* I li W W W I, N _ Ini wwwwwg! 7J dif 45° BEND Alliar-- V '..--..11111Fr (1) 2" BOA I II W Ns I W W a W I - - H 374 8" • W W -1 DIP al W oSI/C 11111111 227A _ ., ____E) ant I - SS -S 8" PVC I I me- 148° R R a JJ - -s-s- 220 - I .---R R QIIIINvel , 8" PVC • ' 156° OM 1 „...- -- _ la i , R R R LAST MH FOR SECTION 1B ______ 1 i 219 1 -- . R R 21 _______ 1 I; -'e--- I UTILITY ABBREVIATION LEGEND _ — — ini,....allivaa • = ••••-•-• .1 . . . • ...... $ `'‘ i R R __ •a•-• , 8" PVC .1 • IP R91° 0 ) 1 1 1 a ii Job No. 02190372.10 Drawn By WR 1 FHA FIRE HYDRANT ASSEMBLY ..:7•:..: i'i v t. ct - • co z 1 • 45° BEND • 1 BOA BLOWOFF ASSEMBLY I - — --/-- - — 0 1 Date 11/05/2020 Designer WR %Jr- -- -- 6" GV • PROPOSED C900 PVC a " 6" I / 0 R - _ RECLAIMED WATER LINE (TYP) ':: '''' _ RED REDUCER • / "P'AUntsuaillalli 7"',.• o 45° BEND 11 di PROPOSED 8" DIP • r \ .-4r.. ,,.•..._,_ s0%11 1 I 1 iiiiiiti % S , • .•1d ;0"EERE. 4C..'NNNGI2jI`TTTc.?.0,•SSS4: •rTTTo•,.•: • 043562....0011148STE (.e‘WlNANNHijo.•c'Ip(.SS•S,B0,'R\f•, mGU8..MMME1 ..kNMA ,18%11:,s r.-2--.....0000 FRp423e l''CCC.M.\'t2pI '4..\OOOi tingRRRW WATER LINE (TYP) 45° BEND ,,___. 'd.,_ ___ .. ,. • • . li • 45 ° BEND . ,.. .M. /.- n r *I /• , , ( ILI EASEMENT ABBREVIATION LEGEND D n'u A ' (T_Y- EFS i( VA 6F" ) 11 (81 .. . SYANANSE TNMAE I • I / /,.. I .' ••: •.-i -'--:-'_4',. ,•\ '\. -L EN GE (SENPU TT(ASE i 4_S •-.•.I •i- 1: •1 7.J EEAG AEAIE A EEE p2,R1io63bp6 MEBL EINLCNITC) EMTUB T) YEEEN 1832 ! i4 -2.- _ ---1_ IRR INCVTTACEWTE7IAE UA i 4 16F Iill SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT •/ SIGHT DISTANCE EASEMENT - i I 9L1 .- -.-2:..'',: S i l l;} STREETTREEEASEMENT iI• 2-- UD- II . SEWEMGEPAMMEAES VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) e ' -2-4-1 1ill Il LGDPPPEGDUVE EELE DLEIEAAKNS I 1•1 833 • •.--..:.•'• N_ SPA 1633'3 13344 ffoiDvNogii•:;c••s:•L<•nPP•PuWi - -_ - - a I •_ 1l 1,82SF ..• V z , I I CVWDE F's:..i 1 PER TONS COMMENTS 202222' 1111i ••1a:se•w .ii 1.)., CII--O- N 4It /.NN . I L-LQE-0...z..•,t_.„ 2,-332,_14321 .,. OOOWA 00 EEE TOP OF BANK \/ 65,s6 N 1,3,181h18-1i878, ' iir le 11; 29 5 8 ... 0'• •i 4tI*i_ i aiIerW_ .- 4. l.. -IE 1 1I3 NbI i.'•-0S,•.:•.••. i .- .., k, q,OPE 0iSDTE 9P 7I i11 JIIL • -. ii 2SF ../.- L2L11E6382 Y 3 .. iI.4' \CE AIL . h1p 2 ii-1I ..„---i SF -•-. , 0 \(2 5'PA-DcoCE ___ _ 10 --- 5,787 4 • 1.= co =MINIM Llind LrIIMmin.,.. r/ _ --- 237 --- co .- 4 II / ---- I i / — N - I ' 11 ii _. / 4 7 .------ , ....-- -- --• ...- / / 4 - , i it #0 --...._ „.. •• --`‘--N - _ I I # ...-- SEE SHEET C3.3 FOR CONTINUATION GRAPHIC SCALE Sheet No. C3.4 30 0 1 5 30 60 1 inch = 30 ft. DocuSign Envelope ID: B924C3D7-3639-4ABB-88F0-F57F991A416E k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan \C3.0-3.12 UTILITY PLANS.dwg- Thursday, August 12, 2021 3:09:36 PM - PIATEK NUNEZ, ZENON 20' PDE 2,4'2u SF SEE SHEET C3.7 FOR CONTINUATION 20' PDE 20' PDE 2,4'2u SF 3,41u SF PROPOSED 6" C900 PVC RECLAIMED WATER LINE (TYP) 3,41u SF 2,4'2u SF �38� I 31b 315 314 2,42u SF 3,41i� SF 3,41ib SF 315 ,,, 313 i 2,41 i SF 2,416 SF 2,41b SF 3,41i1 SF I 310 III I 4" CO (TYP) 3l4" WM 311 (TYP i71 y( LE (TYP) 4,226SF Ylr'•tN.h��Iwo�`�� _- _ _ zii 2,134 SF U -aL W L j 8" PVC (1) W LLJ U) 134 31 SF SHEET KEY MAP NIMEMMI 8" PVC �,,i� I H 423 WIEN a' ' ' I - R jRRIIII_1 iimun /�nn _II__ irmilmisitufmans- Imajuumiljams I INN mompimp _ I 1,8,'u SF `35) 2,1yb SF 336) 2,229 SF 1111 .:�. � I I I I I I '•: I �. iIP 2,465 SF PROPOS 2,1ybSF 1,663i SF 2,465 SF IC R.O.W.) 1,661 SF 1,8-,'u SF 1,6111 SF EASEMENT ABBREVIATION LEGEND DE GE PDE PGE PUE SCMMAE SDTE STE VWDE LE ALLEY 1 (25' ACCESS EASEMENT) 1,8Y0 SF `40) 1,6(i1 SF DRAINAGE EASEMENT (PUBLIC) GREENWAY EASEMENT (PUBLIC) PRIVATE DRAINAGE EASEMENT PRIVATE GREENWAY EASEMENT PUBLIC UTILITY EASEMENT SCM MAINTENANCE AND ACCESS EASEMENT SIGHT DISTANCE EASEMENT STREET TREE EASEMENT VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LANDSCAPE EASEMENT 1,8,'u SF 2,19'6 SF j 1,8,'u SF 3,064 SF 1,661 SF ALLEY 3 144 1,6(i1 SF (25' ACCESS EASEMENT) UTILITY ABBREVIATION LEGEND FHA BOA GV RED FIRE HYDRANT ASSEMBLY BLOWOFF ASSEMBLY GATE VALVE REDUCER 2,743 SF 3,064 SF 1,661 SF 1,60 SF 8" PVC `46 1,661 SF 1,87109 SF 1,6(13 SF 1,87U SF PROPOSED 8" DIP WATER LINE (TYP) 147 2,1646 SF 2,19y SF 1,8,'u SF 2,1 yb SF PROP RECLAIMED 2,261 SF 1,8,'u SF `49) 1,6(i1 SF SED 6" C900 ATER LINE ( 1,61%SF 2,46'; SF 1,6(i5 SF 1,6a SF 2,46'S SF 2,213% SF 1,8,'u SF PROPOSED 6" C900 PVC RECLAIMED WATER LINE (TYP) i i I 1,6G(SF 1,661 SF 1,661 SF 2,1y/ SF 2,2g SF 1,0 SF 2,301 SF 2,420 SF FHA (TYP) 1,8&0 SF 1,68'2 SF 1,934 SF 1,631 SF mown 7m 1,6i5 SF 1,664 SF 1 ►� R I(1) 6" TEE (3) 6" GV VWDE SEE SHEET C3.6 FOR CONTINUATION 8" PVC 2,7:11 SF LE (TYP) "y (1)8"TEE (3)8"GV 1,611 SF 1,83°S SF 2,23� SF 1,612 SF 1,810 SF PROPOSED PVC REC JNATER L 1,601 SF 2,2y1 SF 1,611 SF 1,87'6 SF 6" 900 AIMED E (TYP) 1,61s SF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 2,465 SF 2,215 SF 1,8,'u SF 3,020 SF PROPOSED 8" DIP WATER LINE (TYP) 1,615 SF 1,8A1 SF 1,6' SF 2,46°5 SF _ ALLEY 11 (25' ACCESS EASEMENT) 1,6' SF 3/4" WM (TYP) 1,61/SF TREE (55' UBLIC 2,21ti SF 1,876 SF GRAPHIC SCALE 0 15 30 1 inch = 30 ft. 1,8 96 SF Job No. 02190372.10 Drawn By WR Date 11/05/2020 Designer WR Revisions 1 PER TORS COMMENTS 2021.03.08 2 PER TORS COMMENTS 2021.04.14 3 PER TORS COMMENTS 2021.05.12 4 PER TORS COMMENTS 2021.06.09 Sheet No. DocuSign Envelope ID: B924C3D7-3639-4ABB-88F0-F57F991A416E sion plan\C3.0-3.12 UTILITY PLANS.dwg- Thursday, August 12, 2021 3:09:50 PM - PIATEK NUNEZ, ZENON k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdi SEE SHEET C3.5 FOR CONTINUATION v�'♦96 WiLhersRavenel0 Engineers I Planners Surveyors 115 MacKenan Drive 1 Cary, NC 27511 1 t: 919.469.3340 1 license #: C-0832 1 www.withersravenel.com -...., . L LI II -� .xi 15'SIDEWALK EASEMENT 'x '` I r I i I :-,.II( ( ( , 58 •• � r/'1,67b SFi / ♦ I' 1,87U S i 8 He , "/". 1 6b4 SF i� , • • 14 i / I,01 2,260 SF r/ �� ♦i*,,LLEY 3 / �. ..,� . /IP FHA (TYP) �' ALLEY / 50' IVATE ` 3 _ i ,. ., ALLEY)— - • 4 — _ • , (25' ACCESS EASEMENT) — — — / ��' ♦• '� �• --- /7/i / ; 160 PROPOSED 6" 900 ♦ \� � ` � / � � (1) 2" BOA ! 2,230 SF PVC REC AIMED � ♦ \ •• / ATER L E (TYP) �1 R \ \ C� 5' SIDEWALK I \ \ EASEMENT I Y . (7 - / (1) 2" BOA \ - \ _._._._._.-'-'- - - - / \ / ./ .1\ / / / */ 161 1,60 SF • tit 162 � i 1,601 SF �..\ / ♦ \� iilk�, i 163 .. , `• S• ' 1,661 SF •• \♦ `! • • i 30' PUE 165 / / • / //' • • \ ♦ 2 1y6 SF / 20' DE • • tp • • • • \ \ \ �� \ \ \ • \ \ \ � \ \ \ / •///•/ • \ i,,/ •ll l i `O R / ♦ //i 167 �� ♦� \ i l , i ;i 183, i ' �i� ♦ / i' 1,61i1 SF \ ! l i a3 `♦ R i `. (1)6"CROSS \ 4" CO (TYP) � i 2,194 SF \\ � /� 168 � • (4) 6" GV '� \ / / 182 ' 1,601 SF . 3/4" WM i (l ' `a' "if' `�, • �' 11 \ \ 169 (TYP) ; \ \ / / 1,6UU SF �� ` \; > .: 1,601 SF •• ,. ,:, , 170 \ \ \ \ i 1,6UU SF181 EXISTING POND 1,6(33 SF \ 180 . \\ \\ \ • A\\# \\ \\ \ • PROJECT LIMITS \V\\ \\ • \ \ \ • \ \ PUBLIC 30' MULTI -USE \ • \\ \\ \ \ TO REMAIN \ �/•7 2,5971SF i/ ♦I/ \ �\ 1,6(1U SF • �� i \..„.....,.. \� �� 1,6Uu SF i/ ♦ /i R 30' PUE /• / , ♦ .� \ \ 2,196 SF��/ : /./ / \ \ • E '•ORAR BfSA / ♦ • `QJc' i'/ ♦ /' ANY SEWER CLEANOUT THAT �� \ OR P SE 1A / i/ ♦ i IS IN THE DRIVEWAY NEEDS TO :: \ ' / 177 / \ \' ♦ • ` ! / ♦ /;/ 2 19+b S BE TRAFFIC BEARING (TYP.) �`(I' ` ;i ��% \ // \ \ \ ♦, �/ /•• / /i 176 �� Att. `\' ��, *j*/TRAIL CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA EASEMENT (TYP) \ - \• 1,6U1 SF0 • DE 175 • *�r� / A\ \4♦ \ \ V \ / / ♦ .. 174 i 36°. ♦ \ / \ ` ` / 1,6U1 SF I \ • \ \ / \ 20' SCMMAE .. ♦ ♦ ii ♦ \ / \ .ice♦*� ♦ / .� 173 i I ♦.b o' • \�� ___------ \ \ // �_ - la $. a II \ \ \ \ // / \\ /i ' \ f1,60 SF ;;i / I it '•I ♦'11 ■ ■ ■ ■ \ / . 172 •i 1 // \ • / • 2,196 SF ; PDE I / MH 87 H87' ------_____ a. \ �� \ \ \\ / / .�' ,ice �`� \\•ii *�/ 161° (1)6 \ . \ \ / / / • '•/• LE (TYP) \3 6" \ ♦ \ \ \ / /.` \\ , % / �� /� 41 5 Carta ' t .. VW \ NO \ , 4. 4, 4, 4, / / 0 ZAP i-.°. / <f.Z# \ • \ \W W / / i �.. / ;' / / / / �•♦ • ♦ ' PROPOSED 12" DI \ \\ \ \ \ / , / e \ / �.•' / / ' WATER LINE (TYP) / cQJG / ♦♦ \ \ � \ \\ * W W\\�, /// ,, �\ 20'SCMMAE /./�/ /// co \ ♦ \ \ \ �' � FHA(TYP) / • 89 • \ «IIII:, \ \ ` \ \ W W • Wgig / , \ RECLAIMED WATER LINE.kTYP) ♦i 5,1U5 SF SCM 8 ' • T • • ��• • , • • WET DETENTION POND ,� , \ ;'• / / \ • � T• • � • � / ter\ • 88 4,50 SF 89fr NTINUATION UTILITY PLAN C3.3FOR CONTINUATION ii PLAY LAWN \ \ ♦� d, \ \ �� , ��• ��, `•� -Lie-,fait: � \ ` ' , \ /6 SEE SHEET C3.9 FOR C • \ W W• • 101, �� lk \ '� \ � Af,jil•� • T• •let�� • ��,1►� \ •• • i�• •i'• ' � � V � \ � �� i • ��i • ip 20' DE ( T� ��•r A ID Ilk, • 4,560 SF 0 / i •../ ; Ti 72 ♦�\ PROPp�ED 6" C900/ ��\\/ ♦ ♦ / P RECLAIMED •� ♦ ♦ \ i \ \ / / ♦ i � V WATER LINE (T�/ � � ,�„♦ / � \-- \ � 86 ♦• i� \ ♦ 4:55U SF / • SEE SHEET � � 100YR BACKWATER � 40 � �= / � v � � � � � � � \ / / \ 1 1 1 • T• • •\� � .I�I�I�. / \ � �� llir �E� \ i • EASEMENT i ti-ti!� �� v cn \ O / 1 1 ` i • T ••.. ELEV. 287.87 •��• / �! " \ / \ 1 ' 1 1 \ ♦• • / PROPOSED 12" DIP \ � `�--ti!�L -L =!- • �i � WiC�ER,�NE (TYP) � \ �• i • • iaft • j • et LE •,• ' -'' b• • • / / -1�/��(TYP)/ �' ,• ,• ; • , ; % • tighi DE / a .n SAND 1 • , , / ' 159° 1 • • • � � • • • . / ' (x) •, LAST MH FOR SECTION 1A N%an,;,,,no � • • • ' 1 I - � � ;T• �. , •,,, � T• , , � • : • ,• ` , ; � � v • .-.,.•` � / / �- � of 1 PUBLIC 30' MULTI USE • • • • • 1 � 1 I TRAIL EASEMENT (TYP) ♦,_ • t.t._et• y • • � � •• •,�• /i III �,�. �._ ice. • y / / r/� - - - / / i 0 I 1 Ill 11 ---/ i aft / i 11111, , •4.L / � �; '; �■ I•T•T..oT ./ Ii,I� �► ��I �111�1' l �O u :: I l��j / °° Ea � � � •■■•�� ii i FEMA 100 YEAR ]ob No.Drawn 02190372.10WR By Date 11/05/2020 Designer WR `�o►rtiliIitiliti N C R • _ SEAL _ 028892 �� ; ��'•'• Fi1/Cig.-`�•' `�� DocuSi9"� •....•• 0. ,��` , ��n��r,` 8 12 2021 dint ��,V1ti1 / / I FLOODPLAIN \ / / / • • • / ■ ALLEY 10 - ♦ J �` . N ■ j — *I do — ( 35' ACCESS EASEMENT) ♦ )' U — _ \��— ■ / ; - — ----F \ ❑ �� 00\C\ ■ ■5 RN / � � �... - .� - - T T i i i ' `' ;fin �''• + -I I I —� r i i s.... , - l •�' w J 61° m / \ \ \ \ \ � \ / ( ( � Revisions SHEET KEY MAP 4a.,..' I I -, ��Y 8"P \ \ S ■ I 1 I L •- I I I j ... ( i j I I \ /. J`� \\ 1 PER TONS COMMENTS 2021.03.08 S PVCSCH4 I I I ( 111 ��,► \ \ . ■ I PDE I I j ( I I 1 /. \ \ 7 I I i \ \ `�.. ; i i i III /. SS \ 2 PER TORS COMMENTS 2021.04.14 SS ■ i I cr / \ ,i � i i i i 59 60 61 62 111 I \ • ■ 56 i ! 57 58 i ! s9 6, 1,860 SF 6z 3,OU0 SF , /:• 8 5 H 8 4 5 8 . UTILITY ABBRE '.-�:' ��1 \ I ■ I I 53 i 53 SF 54 2,194 SF I j i j j 55 2,40 SF 6 2,40 SF ; I 2,463 SF a 2,463 SF i i 2,4659i SF 1,860 SF I III III / f . a• ›* \ 3 PER TONS COMMENTS 2021.05.12 ■ ,20 I i i i I •' G \• `3 �' / FIRE HYDRANT ASSE BLY BOA BLOWOFF ASSEMBLY ■ ■ i i i I i Iyf i i I I ! ! I i I I i 45° BEND 111 111 I \/.� Q / 40 . I 62° /. 4 PER TOHS COMMENTS 2021.06.09 r— GV GATE VALVE ' I ;_; ; -o I i ' i I �� 1 \• •• RED REDUCER I I - _ .F ! L_ L'--.-._.i _._._._._._. . . �. ' PDE / ��,// / �� cn 2 10 J - - STREE 3/4" 4" CO (TYP) / •---• l• (1' PUBLIC ROW) (TYP) O•� i. EASEMENT ABBREVIATION LEGEND \ . •'' _ _ _ // '•' % fO r— _ — — — —I j ♦� _ _ _ At DE DRAINAGE EASEMENT (PUBLIC) � -1 GE GREENWAY oit 0 EASEMENT (PUBLIC) ' PDE PRIVATE DRAINAGE EASEMENT �, ■ W W W 138° (1) 12" X 8" TEE . _� W ■ PGE PRIVATE GREENWAY EASEMENT s- �� k -= N, W W W•r - i 5 • ' (2) 12" GV & .1uuH rimm�i W W W W PUE PUBLIC UTILITY EASEMENT - W W W - (1) 8" GV Sheet No. C3.6 SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT - W W C_OPP I a S S Ilk ■ 8' cc • GRAPHIC SCALE t 04 ' II SDTE SIGHT DISTANCE EASEMENT - 0 R R . R 30 0 15 30 60 ■ - R R R ■■ ■■�■ STE STREET TREE EASEMENT R R R R •R R ■ ..; C ,- - - -1 �� "''''''''''""'' 68 TEE 176° R R � �� SEE SHEET C3.2 FOR CONTINUATION � ♦ h' I I l !31 F" GV SEE SHEET C3.10 FOR CONTINUATION 1 inch=30ft. DocuSign Envelope ID: B924C3D7-3639-4ABB-88F0-F57F991A416E sion plan\C3.0-3.12 UTILITY PLANS.dwg- Thursday, August 12, 2021 3:10:05 PM - PIATEK NUNEZ, ZENON k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdi + + +I -1- + r + rt F + + - + ± + + -1- + + +- -F +I + + + -1- + + +- + I+ I+ +-�ire + 'H+ + + MI• -ill w'w-Iwo iiim �� r i_ -r T } T + -- + + + 7 -1- + + + -I- -1- + I + - + + + + -1- + + + -I- I t + + + + + + + -I- + + + + + + + 1- + + + - -1- + 7 + -_ {SECTION 4 + - + + +- + + + + - i + + +- -- + + + +1 + + + +- + + + + + + + +- -I- + + + \ ± + + + + + + + + + -1- + + +- -I- + + + + -1- + + + + i ` - - -•r - -1-- + -� + + + + -+ + + + -1- + + + + + + + + + + + + + + + y_�--+-- -t- + + + + + +sii�H w�+� +wH III -III 111-111 HHwHwHH�w� /11 \\\ • / it /, \ .� 100YR BACKWATER EASEMENTI '"""'• - SCM #9 +- -1 -It- -1- + -1- - 1- - �-- / + + + , + + - - - Imo WiLhersRavenel0 Engineers I Planners Surveyors 115 MacKenan Drive 1 Cary, NC 27511 1 t: 919.469.3340 1 license #: C-0832 1 www.withersravenel.com /AN 30' HOLLY SPRINGS i 1 + + F + CAFE FEAR BUFFER / ♦ ilil6 i 1 + + + `/ /TOP OF BANK (TYP.) 1 • • '♦'!/ 20' SCMMAE / / ♦• ^ ♦ 1 !••••••••••: 411, ---/♦♦ // \\■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�1 ::_� - / .' CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA Ma 4.r.r4rete. II ♦ / T / I 1 20' PDE ♦ Y - = �� F + H-g • I me IF + -Ig ill i 1 ir + + 1 I I I i I I I ,� \ .,,' / I I II -F '+ ' E I I I �I I I I I I I ■ //\_--_-_�\_---�� III\ -� T rt -� - -1- + -� + SEWER STUB - i_ - / / j 276 275 274 3,4� F 2,4[u SF 2,41U SF 3,41u3SF I ■ 272 271 3,41u SF 2,4[u SF PROPOSED 27°0 269 268 2,42U SF 2,41u SF 68 3,41U SF 8" DIP i I 267 I 266 265 264 i 3,41U SF 2,4LU SF 2,4 a SF 3,41iy SF 4" CO (TYP) \ gill i I �I� 1 M� I I I I I� �1 Oa / I / i II \ i FEMA EFFECTIVE 100 \ ■ YEAR FLOODPLAIN \ ■ + 1 1 ° WATER LINE (TYP) I I/ _ - -\ - ■ , ■ ' 3/4" WM , 11111 O H 2�4+ w _. (TYP) i _!!---.-.-.$■ -•_._._._._ , 1 -) F- \ (1) 211 BOA -.- I . � W U I. �•\ _._ -. � � , (1) 8, GV (1) 6" TEE (1) 8" TEE I ; 1 ._.- -_ - - ••ePosED I- VII L1J J- - - � ♦ \\ \ - - - (3) 6 GV (3) 811 GV .4.' I I S RE : T R POLE ( / l �" F - - - - -• \ ♦•\ \ I \ °° 91° ■ ___ire ■�� --- - -- _ _ (55 UBLI� RO �` 20'DE 100YRFLOZ9 PLA,�\\ \ III■■_ �� .. Ill ■�■ \ W w -- - - - I � - �� ire ■�� _- \•\ W W 6IV111�89V�1l=_- W w _. _■�■ - -__- - II� ■1� ■1■■1■ __ ! -__ ■��ri ::.;. 45° BEND v H 97 W W 8" PVC �� .�. ■1 II �� - - v W ■ �� ■1, 111I _ • H96 �SS111/4° 61 W ` W ■ W I• �► ( ■ ` W C�� \ ♦ \ 1. ■ 811 P VC ■ W W T95 W ■ ■■■ ;get R , IIsmillimi 7 FHA (TYP) ( \ 0 W W ♦ \ 41�■■-RI R 8" PVC 263 • \ UTILITY PLAN �� • R R , ' 1 (1) 2, BOA 11 1/4° 'i7■ R - I \ y 1 6' GV O L�� '- �' R R 11 - R 4,534 SF BEND I,�� -.- �muu:,��1■I ■■ 1./� - .I. 45° BEND \ / �ii - - - _ �■u■ _ _I __. 4 ° BEND co - - - I �i �. II 305 tlll_• I d [` I • �� /I A I + + S95 4,2[y SF ■ •_ _ _ _ � 1 • W W I . PROPOSED 8" DIP - - I 262 1 ! i - - - ■ _ _ _ ._ 45° BEND -, Y + + I<'' WATER LINE (TYP) ! i PROPOSED 6" C900 PVC sZ" SF I I _._. 1 1 II11 W • + + ' ' i RECLAIMED WATER LINE (TYP) �� 278 279 i ! ' nlik Y v + + I . I 3,69u SF 2,2yL SF P19 SF 280 281 ! I 282 P99 a, ! i a 283 a3 284 285 I I i I / �� II . .4. v. + + 1 2,29[ 2,29[ SF 3,02u SF ! 3,01y SF 3,01u SF 288 / I air _ 289 290 - v v 06SF I i 3,017 SF 2,20 SF / F; + + 2,4' ' ; a 2,28a SF 2,2�a SF 3,07 SF 14 II • v ■ + + I 1 1 I co / allr N W W • 4, v- II / 11/ + + --� I ! ! i LE (TYP) x a 261 Id• v v •IiI I i 111 W • 307 • • - co 4,61u SF II • v + + 2,4[u SF or I II I n ,<-•y 4•,i.:• , ::*i + + II II 1I II I II ya' � I I/ I♦ / II • J ++ I I �I 70 ‘4, W Wv alr -��fI-WT ��//1� •Y4iw" I I .4E i I III 20' PDE 308 •;a� I: Ins ...I.0 SF ^ � �I I - •�• I 4• _I II D' P IIi ..• • • � III. I v- + + + + + • - - - - - --._._._._._3,4 __ _.. I \I1 _ - -} _ iIIi iIIi 11L1 -•' - - - -II jIII 4,6Uu SF260 I HI III -II -__ -II \4, ‘4, • PROPOSED 6" C900 PVC . - � PRPOSED 8" DIP RECLAIMED ALLEY 11 II WATER LINE (TYP) I WAGER LINE (TYP) ]ob No.Drawn 02190372.10 By WR I� (25' ACCESS H 94a " DIP / iiiiTh ij :11 IOIW�LI-�:y .v v '� II Date Designer WR IkJ . •11/05/2020 I Min �� I • I --- - � 259 •Y • 1 11 1 1 1 / � I ♦ I ♦ I A 0 O • • • • 9 SS 0 • ! l I - SEAL - - • • - 028892 - •• �� • �l • i� ••. NGINEE .•• �� .-DocuSigltiD�( j ^ •��` , R `` `, ��a,;/ 11 M�11 �g/12/2021 _._._._._._._. I fY I I I I I I •.. j I ' 1 I I 259 4 F 6UUS , 2 ' DE 0 II 309 { •i" I i tee. II W 399 341uSF � 20' PDE I-- 1 LE TYP I I I I I I S• � Y1 •17 I I � II Y "4L• I I I I i I � lJ I fY I I J• •A'• I I I I I I II I I i I � I UTILITY ABBREVIATION LEGEND ( .. i 310 i I r-- i i i I III ! 258 FHA FIRE HYDRANT ASSEMBLY 2,41U SF I I i > uJ - III 8 BOA BLOWOFF ASSEMBLY i I I j i 1/ 4,6Uu SF I I • II GV GATE VALVE VS �I FHA (TYP) • RED REDUCER ! �•� 304 303 302 n 1I II H 5 y 0 3,693 SF 301 ` ' 2,293 SF 2,29E SF 2,29[ 300 I SF i I I 1 299 298 297 296 I i 295 294 (�' a • I I 3,0[1 SF j i 99' 3,020 SF 2,29u SF 2,29U i 293 SF ( I 292 291 �� _ �II11./�� - Revisions SHEET KEY MAP I LrE (TYP) 311 j 4,2[t; SF "•` 1 i I I i PROPOSED 8" DIP 3,01b SF i 3,01i SF I 2,285 SF 2,2bu SF ( I j 2,28/ SF 3,674 SF ( I. PROPOSED PVC ■;I-=. ■ ^ ■ 1 PER TONS COMMENTS 2021.03.08 _ a - - ��" ! I 4" CO 6" 900 '� - If . 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'FHA IC UTILITY EASEMENT SCMMAE SCMLMAINTENANCE AND ACCESS EASEMENT FIRE HYDRANT ASSEMBLY Sheet No. • (� C3 jVl� SEE SHEET C3.9 FOR CONTINUATION SDTE SIGHT DISTANCE EASEMENT OVALVE ASSEMBLY GRAPHIC SCALE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) GVA GATE RED REDUCER 30 o 15 3o 60 LE LANDSCAPE EASEMENT 1 inch = 30 ft. DocuSign Envelope ID: B924C3D7-3639-4ABB-88F0-F57F991A416E sion plan\C3.0-3.12 UTILITY PLANS.dwg- Thursday, August 12, 2021 3:10:35 PM - PIATEK NUNEZ, ZENON k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdi Imo WiLhersRavenel0 Engineers I Planners Surveyors 115 MacKenan Drive 1 Cary, NC 27511 1 t: 919.469.3340 1 license #: C-0832 1 www.withersravenel.com SEE SHEET C3.8 FOR CONTINUATION �� `•♦ SF 158 1,664SF 2,265 / / (1) 2" BOA 1 Z GV % O / / j (1)2"BOA \ (1) 2" GV \ •�yy{�� R l•'. - // ♦ '.7: :. • V / i• vv �: `yak ... ' / \ �,;: /!n' / 1,8iu SF V `'\ • ♦♦ , S\ \ ''•" / tL } \ ' ♦ •M1' • • I '•• -: • ♦, 3/4' WM 91 /� ' 1,87U SF / / / ♦= (TYP) ,+! ` �•�'.96 /\♦ S \ ' 1,8i9u SF VWDE ; I ♦1 / / �`� \ �159 / ,• 95 V ♦ • \ 8„ , SF / / o�C 1 \� LE (TYP) 2,9aU SF /1/ ♦` ' ® �. j 1 2" BOA . �..• r .• FHA (TYP) // ii ♦• / / I •/ () I/ I ! . / /am ♦• 1 2" GV / •• 7 ♦ ® () // �� `, ♦ � / / � , ,� I 160 PROPOSED 6" 900 ' ♦ ♦ // �' / / ,� • •\ \� \� //' / ' Z,Z3a SF PVC REC AIMED ♦ _,\'. `♦� r / •• // / ATER L E TYP / % 161 // / / 1 6(11 �'� •� ".;. SF / / / , i � i 162 ♦�� ` / ��• / • :'' r♦ /♦ ' 1,601 SF ` / / ♦` � • ♦ / ♦ . 1. ♦: ♦ 1 �1� i 163 ., .• ` ♦ / ' ♦ _ / / W W W W AY W W W W W W W W W W W W W W W W W W W W W _ W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W J / / / W/ / / W W W W W W W W W W W W W W W W W W W W W W W W W V \ W W W W W W W W W W W W W W W W W W W W W W W W W ` PROPOSED 6" C900 PVC 20' DE �'� W W W W W W W W W W W W W W W W W W W W W W W W J ♦�j�♦ RECLAIMED WATER LINE (TYP) • W W W W W W W W W W W W W W W W W W W W W W W W •/�I . / W W W W W W W W W W W W W W W W W W W W W W W J •4� - 247 / ■ / W W W W W W W W W W W W W W W W W W W W W W W W W W / / W W W 4/ W W W W W W W W W W W W W W W W W W W W J 4,6UU SF W W W W W W W W W W W W W W W W W W W W W W W W / / W W W W * W W W W W W W W W W W W W W W W W W W V W W W W W W W W W W W W W W W W W W W W W W W W W W / / • WWWW WWVWWWWWWWWWW W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWV v , / / / W W W W W W W W W W W W W W W W W W W W W W W J , / FEMA 100 YEAR W W W W W W W W W W W \ W W W W W W W W W ,/ / / W W W W W W W W W W W W W W W W W W W FLOODPLAIN •/ / 94 / / W W W W/ W W W W W W W W W W W W W W , ` \ / W W W W W W W W W W W W W W W W W W W W W W W 4,6UU SF W W W W/ W W W W W W W W W W W W W W W W W W W W W y W W W/ W W W W W W W W W W W W W W W W W W W W W J / / W W� W W W W W W W W W W W W W W W W W W W W W W W W J /� W W W W W W W W W W W W W W W W W W W W W W W (1) 2" BOA \ / / W W / (1) 2" \ / / / W W W W W/ W * W W * W W * * W W * W * W W W W W W W W W W W W/ W W W W W W W W W W V• W W V• W W * * W W * W V / / W W W W W W W W W W W W W W W W W W W W W W W W W W (1) 12" CROSS / / W W 4, W W W W W W W W W W W W W W W W W W W W W W W J 1,6U1 SF 2 12" GV & I . •/ I , / O� ♦ $ ) / / W W W W/ W W W W W W W W W W W W W W W W W W W W W W W W W f / / (,12" X 8" RED. / 164 s \ I A/ T / 1,6U1 SF • ' ,. ♦ C/ ` ,�� 165 /./7 • ' •//! � 8N / ♦ (Z) O ®V \ / .I /2: ♦, ♦ \\ 93PUE ,♦, I 7,341 SF / W W W W W W W W W W W W W W W W W W W W W W W W W W W W W , i . A� ♦ 2 19b SF 20' DE ♦ : \ ' / . // R / ► \ / / ,, \\ / I W * W W/ W W W W W W W W * * * W * * W * * * W * * * * * W W * W J W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W // . ; ! / • /; • `• , . ; //;' • ♦`• / /�' 166 .• ♦♦, ' "I / 2,23s SF � ' R / / . / i167,,W 2,194 SFR168 (1) 6" GROSS �/�(4) 6" GV 18Z `` • /; 1,601 SF ` 1 ,6UU S F �: \;' , ,� \\ $ I •', .'. 1,601 SF % .: _ �Q.� "lam 9O° \ H87� R OOo <1/. R \ I/ �y , / O / / W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W V \ , /\� W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W J ♦,, \\� 20' DE / �� ( W W W W� v/ W W W W W W W W W W W W W W W W W W W W W W W W W W W W W <\` ...... `\,/W W W, W WWWWWWW W W W W W W W W W W W W W W W W W W W W W W V WWW/YWWWWWWWWWWWWWWWWWWWWW W W W W W W W• W W W W/ W W W W W W W W W W W W W W W W W W W W W W W W W W W W W J W WW W W W W W W W W W W W W W W W W W W W W W* •Y •Y W * •Y W * • •\W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W, ` \ / W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W \ `\ Y W W W W / W W W W W W W W W W W W W W W W W W W W W W W W W W W W W ,, \ / W W W /W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W \ W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W V l /i CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA 181 . /\ \ ' W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W ` R 170 /,1 G/i / / SEE SHEET C3.6 FOR CONTINUATION 1,6U SF %/ ii W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W V 180 // i 1,601 SF % ♦ R r �� 171 i/ ./ ♦ / W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 16OF /' ♦ �\ ��, Z597SF ; / / W W W W W W W W W W W W W W W W W W W W W W W W W W W W W� .W W W/ J I / W •, W W W W W W W W W W W W W W W W W W W W W W W W W 4. ,/ \ ♦ •,,, _ - ,A� 179 /� / �' �^� R / •/ .' � �..; R yv , ` / • , W W W * * •Y W * •Y •Y * * •Y W * •Y •Y W * •Y W * •Y •Y * •Y 1,6OU SF / ♦ // / / 111/1/ W W W W W W W W W W W W W W W W W W W W •� ,• ` /// •`♦�, 30' PUE / ' ��• \ ,••� ♦_. ♦_� ♦ rr — 178 !/ / ♦ R ' — _ SEE SEPARATE CAROLINA SPRINGS BLVD. W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W/ / • BRIDGE AND BOARDWALK PI[AN SET W W W W W W W W W W W W W W W W W ' %/ ♦ / \. E ORAR BSA / • ,, ` '7 R `_ �' �� W W W W W W W W W W W W W W W W W W W ♦ . ;'/ : �' ANY SEWER CLEANOUT THAT OR P SE 1A / . \ \ ♦ , 82, FOR MORE INFORMATION . W W W W W W W W W W W W W W W W W W W W ♦ •!/ •/i IS IN THE DRIVEWAY NEEDS TO .. i ♦ R \ W W W W W W W W W W W W W W W W W W W / 177 � \ ♦ ,. R W ..4*sSHOWN FOR REFERENCE NLY W W W W W W W W W W W W W W W W W W W W / • ! ♦ /' `'? BE TRAFFIC BEARING (TYP.) `_i+ \\ '% \ ♦ / 39' B-B /r� W W W W W W W W W W W W W W W W W W W / ♦ / /-- --- ♦ / •/ 2,19ti S \♦ i • , 1 \ `. \ v v v v v W W W W W W W W W W W W W W W W W W W // / / 176 ►* , \ \ W W •Y W * W W W * W W W * W W * W W * * •Y W * W W / `, ' ♦ ' �. \- I/ / \ ♦ ` �� `` W W W W W W W W W W W W W W W W W W W W W W W W / ,� , 5411, �/, ♦• j'�► 39 B-B .� DE Vn, W W W W W W W W W W W W W W W W W W W W W W / 1 5 ',•/ W 4111'W W W W W W W W W W W W W W W W W W W W W W \' / ♦ /� � R // ♦./. `"' 92 \\ ♦ \ / W W W W W W W W W W W W W W W W W W W W W / `•.. A ♦ ♦ 1,6U1 SF Q/�� / a / � ♦ ♦ / ' 174 /% 136°` . ♦ ^- ,'� % 7,2/ti SF ♦ ``�) W W W W W W W W W W W W W W W W W W W W W W W / ` �. ` t]6 ' • ♦ V(� , \ ''{;' `.:... • -- R \ I •...` �' AW W W W W W W W W W W W W W W W W W W W W / w 20' SCMMAE .� ' ♦ ♦, / \ 1,6U1 SF i 1 '� \ / c'D- W W W W W W W W W W W W W W W W W W W W W ��,� ; ■ 1 \ Z" BOA'S WI Z" GV'S TO BE REMOVED \ • ;w "� W W W W W W W W W W W W W W W W W W W W W W // / ♦ 173 \\ �.. (1) 12"X8" TEE AND WATER LINES EXTENDED / j/ j► �� / 1,601 SF ; ,� .� . 172 ;/ / it `�\,\\ u o , / 1r�\.� W / / ` W W W W W * W W * * W W * W W * * W W *7 / / 4, c' �� / (1)8"GV ` / \7� ♦-� �\ \- • �� < /%' W 44 W W W W W W W W W W W W W W W W W W �' / 2,1F ! / PDE /. II \/ ' / \ /' ♦ I! .�' ��/ �`'\ \\ ' ♦. / •• \ / / '' \ `.. LE (TYP) 1 .'' I / \ \ ' ` ` / • ' . , .. \ ... </Z. • ��•, MH a7 // , \ 161° / �87' (1)6"TEE / / //� / `3) 611 GV t� l ' :� \ 911 / \ "Ilk 4,814 SF \ / \\ \Toll\ L'i Fc7 N/ /\ /04/ O�� / . � /� \ Q ! \ .: O' \ ,r. *lib �, -` • •P '• ` . {:.? \. ` ``�\ W W W W W W W W W W W W W W W W W W W W // W W•II '�' W W W W W W W W W W W W W W W W W I W W e�` W W W W W W W W W W W W W W // W W W � W W W W W W W W W W W W W / W W V. *or..�� W W W W W W W W W W W W / W W W W r� . * W W * * W W * W W I W W WW1111P_W W W W W W W W W W W/\//// W W V��`� W .� W W W W W W W W W W / W •Y 82' RAN W \ W W W W W W I _ � W W W W / / /// / � \ / / / / `, \,//� . . rt'_ VV / �0 / ♦' • ,'/ / � '"s PROPOSED 12" DI 5,1's1 SF \ / , V ,'' / WATER LINE (TYP) 0�, goiyW �`��f •' W W W • 0,‘ "► _ I W W W� \� W o- I %\ \ UTILITY PLAN Q ,y 101. 20' SCMMAE .' / r ' 43 cc sC) � \ /4. �' �� ♦ / FHA (TYP) / �� * / ♦ 0 / 8s / �i \ PROPOSED 6" PV,G" / � � %� TWO LANE CORDED W W R 14. �. W W W �WR � , SLAB 82' RAN �•I I ��J ■ / / ♦' 51U F / ♦ \ RECLAIMED WATER LINE,.0/P) o �� • \ ;' / / /� \ ,. / \ / 98 / I c A / /cl \ \ / / BRIDGE AND UTILITIES AS PART R / OF A SEPARATE PROJECT �" I l W W V\ e / W W W W `� W • W W W W W W W W ' " / / ; \ 30' HOLLY SPRINGS \ s. r � � i \ � � Q a7 CAPE FEAR BUFFER " 4,56gU SF\ / i / y \ W W W I 1 ...... _ ....; ..::;' �..:.- \ ..... 72. / PROPOSED 6" C900� /� y G ��• PA RECLAIMED \ ) WATER LINE (T/ -� j� / o \ -•?). / /-- ---\ / PROPOSED 12" DIP \ i.•r-.•r-.•r-.J•a•I►� • I \ .. •ilj / // WADE INE TYP 4..e1'�� LE \ / - •=',j�� / (TYP) / \ / ,- '� `/' _/_' 59° z z \ V A / / �I \ -\W • \ / \ • 86 W vW \ • 4,56C SF / * W - \ \ ` \ / jp,''il W \ /1 \ / / \ \ / \ \ / H 8 �: D. \ / / , • W W W W W / / FEMA 100 YEAR \ W W / I \ W W J / FLOODPLAIN / , \ W W W / / / \ \ 4. W W / / / I W / / / W / / /• / 1.4 Job No. 02190372.10 Drawn B y WR Date 11/05/2020 Designer WR •-1 \ /� , /',, / • / ._ / .;, _,,. ,,._. / l O J��jj •I � LAST MH FOR SECTION 1A ', / ■ ■ /14')PROPOSEDCLOMR100 ■ G / _ ■ ■ ■ �� p , . _ — / W • W W ' / / / / / / // YEAR FLOODLINE/ • W W W / / / / R / �` i < O • '� _ SEAL : 028892 �10 • '�,I '•.•FNG• INEE�;•••� ,.` .^DocuSigrl�,� I •',I,"`, 81z zozl ' y !•_ _ �� /W W / / / / / V / FEMA 100 YEAR W W W W / / r ]//i / / 'O / I _ aO i FLOODPLAIN / • W W W / / I Y I I 3/ I / � W W W / / I CO — , N SEE SHEET C3.10 FOR CONTINUATION ♦ I < W W W W W W W . I I W 1, * W W W W W W 4. W W \ J ` I W W� W W W W W W \ / W 4, / / SHEET KEY MAP �i I • 'Y W W W W W W W W W W W W W W, / / I I I l / W W W W W W W W W W W W W W W' \ \ W W W W W W W W W W //\ Revisions 1 PERTORSCOMMENTS 2021.03.08 7 /� 610 W I I I WWWWWWWW:___: \\ \ �` \ \ W WWWWWWWW W W . WWWWWWWW I I 2 PER TORS COMMENTS 2021.04.14 \\ / \ \ * W W * W W / / I I I 72. VV \\ \ , 1 W W W W j r-� I I/.VC\\\\W/ 202105.12: 3 i /. \ \ \ i / / I :::::::: 4 2021.06.09 2 10 �• co H 84 / 1 ; �/ I EASEMENT ABBREVIATION LEGEND DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) 6DE 1 11 PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT UTILITY ABBREVIATION LEGEND PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT GRAPHIC SCALE Sheet No. C3.9 FHA FIRE HYDRANT ASSEMBLY SDTE SIGHT DISTANCE EASEMENT BOA BLOWOFF ASSEMBLY 30 15 6 0 STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT GV GATE VALVE RED REDUCER — — 1 inch = 30 ft. DocuSign Envelope ID: B924C3D7-3639-4ABB-88F0-F57F991A416E sion plan\C3.0-3.12 UTILITY PLANS.dwg- Thursday, August 12, 2021 3:10:50 PM - PIATEK NUNEZ, ZENON k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdi SEE SHEET C3.6 FOR CONTINUATION Imo WiLhersRavenel0 Engineers I Planners Surveyors 115 MacKenan Drive 1 Cary, NC 27511 1 t: 919.469.3340 1 license #: C-0832 1 www.withersravenel.com NUATION r �� ` H 85� �� / Ii /! � i i ILi i ! f:- i ry i ° i ! i i i i I ! l _ I. ■ '_ 7, �I /I ��\ /\ / \ 8„PVC \ \ �� `` --� 1 \\ �� / / / PDE i i ! i ( \ / SEE SHEET C3.2 FOR CONTI — 1 I 1 11 1 i 53 1 3,2Ub I UM SF 2,194 TYP)! 54 SF ! I (! I 1 I 2,465:i I 55 56 SF 2,4656i SFi i I I I I ( ! i2,465 I 57 58 SF 2,4558i SFi ! I I (i I ( 2,4559i i i 59 60 61 62 SF 1,8668 SF 1,868 SF PDE D0 45 BEND _._ SF I I II II g �� \ /, M 84 '• /r / > i s2' . \ I / 1 / / / t ! ! ! ! ��,�.L % • / L — _ _ II _ 3/4. TWM 4" CO (TYP) II �g • \� I I / / / Arof r MN �1 (TYP) ��i�M Mir / / Immo, I � ' W ■ �� $,PVC W iLIA)w2x GV & I R ' I I 6" TEE .,.:,. — N III — . — — 6„ GV SCM N I _ _ _ a a (3) 7 \ I IW . • l I I PDE \� v' - .� 1 - - ICI CONSTRUCTED WETLANDS \ • r — \ I; FHA (TYP) \ I \ I— •1 1 1 1 � 41° 1 LLLJLL.JLL—..111 � 46 45 � ' 'I �\� .... ...WWI I \ 52 49 i ii 48 6,5U`U SF 47 6,5U`U SF 5,2U`U SF 5,8:ty SF / I , � I\ I 11 3,255U SF 2,865U SF 3,64o SF 4,55U SF I I \ I I I / I 1 I i I I \ I / I — _ .. .� \ / I II (i II 20'PDE ( ( I \ I �--��\ /, I �� I > \4G SE _� , vIVIIMP _ r — _ _ — — y----/- G dir-.---._ SCM ACCESS AND I — MAINTENANCE EASEMENT III CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA _ _ All \ TEST HOLE (TYP) I I / I I 1 I / \ Iltitill • -1111111 — _ L�t"J19�I��I,i�� f !�1 �� I ��11�1111111111111111111 —ft- 4I _ _ \ 20' MULTI -USE TRA�L G \ EASEMENT (TYP) I 1k•.T1;* _ , . f . .�• �' — _ - , — I _ „ , _ __ All 1,*A‘4111di - - - - - - - - - - - - - - - - cc N \ e 4 4 - ---.1 I I 11,4,4 obT\ Ai b": "Wil i kb';IIA i h 11 I I II ..... .... \ \ \ AlluiraMovvik, 1 ?? �_�� M\ \ \ / \ \ 7,1i/SF• :� \ \ \ �.� / \ • BL ► 20' MUL -US A \ \ cP 5,8/ SF c, RAIL EA - T (TYP)• 1l�d �G� 21 \ 6,281 SF\ \30' TOWN OF HOLLY SPRINGS \\ PUBLIC UTILITY EASEMENT\ \\\\\/ �p 6,482b SF \ \ \ OP 0, : •++ \ \ 6,20 SF Nr \ \ \ \ \ uo I 1 I \ \ 7159SF u j1►s. 5'26 SF I I .#.8 4 1I _ I � •1 � 26 I II I �•1 570SF I I Rio p, I �I FHA (TYP) I .4,1&8 I I 5,75USF I �iiasi, Y 4I 1 S#...‘P+ * I 27 1 II 1 5,752U SF I 1 II i 120' DE i \ i i morimmicill I 1 I 5,70 SF ..4 +. i� I y 1 I 28 I I 1 • 5,70 SF I 1 20'DE�1 I I 1 I 1 I *EXIST LOCAL I I 1 5,75U SF II '��'' I *, t it 100 A' LOODP ° N I 1t� i�� II/I'PROPOSED AL11I291y1'I . + + 4 `,4i.A4, YEA' LOO�'LAIN I 5,75U SF 1 1 � I I 15 �i�i,: I 5,75U SF `' OF BANK ( 'd ill I 1 �/►1.�';�� 30 I' 5 75� F 11 I ..u� I 1J---,#+J., FEMA 100 FLOODPLAIN \ \ \///\IS. I II I I I 1 YEAR \ u� MH8 N u� u� a'i, — \ �� / \, _— / // \ ' _I — SSIP W .. \ V \ I I ' , /i I / I 1 III I]ob MH 3 �` / / 1 �\ / . j/**'4'.1111INIS // // � /� / / / / ' ' / I I '4t4t / : 1 ..S - UTILITY PLAN No.Drawn 02190372.10WR By Date 11/05/2020 Designer WR 1 y n4Mil 14 I I �I 1 5,75U SF 1 Sii�a: 1 l 1 1 'Nu OLLY SPRII� �,i■��iI'�1I`,`` � CAFE ARBY1I I — I 5,75'U SF 1 I 1 I I I 1 I , 1 i***44444(illk* 1,3 •��.' 1 I I 6 SF • �.i�■ll°d I \•.• 1 I 32 it I I 5,75'U SF 1 I'' S�WER OUTFACE PART OF THE `�� 1 y CAROLINA SPRINGS BLVD I i 1 AND INFRASTRUCTURE tt+# I� I I I I I 16 D I — — 1 FLOODWAY 30' TOW OF HOLLY SPRINGS PUBLIC ILITY EASEMENT F MA 100 YEAR \ FL O�PLAIN \ O D Y \ I / � / ```,,111111111III��I �� FE$Q O`/�j,,i �� \� . •• �i Q .• •.•�Q ,A�//''••9 �,t), ; SEAL — 028892 - • �i '.• •i �� .—Docusig j � ^••.••• ,, Wirt/ �,�ViMI ,1;;�10 too- SHEET KEY MAP 1 12 I ! 5,75U SF ��' 1CONSTRUCTION DRAWINGS I I Revisions J/ I -11� I TOHS #17-29-04 I I 1 1 PERTOHSCOMMENTS 2021.03.08 7 -_ ,1...:::,......\,...: ��IuI 1 1II// I cn�iZ3�3��FIL 1I1 I/ ++#,, 8 2 PER TONS COMMENTS 2021.04.14 ' I I PROPOStU 1Z" DIP 1 I I I / ,� I 1 I .i.. •I1 4 4 5 8 \ 1 11 I WATER LINE (TYP) I I I / I 1 1 11 ■i�i:: I I I 1 *00 3 PER TONS COMMENTS 2021.05.12 I �■ 1 1 I I I 3 6 1 P�(��D 6" C900 PVC '/1�1��! I I RECLAIMED WATER LINE (TYP) z��li �� 34 1 L 1 I I 8 **,* I I 4 PER TOHS COMMENTS 2021.06.09 2 _i 1 u, 5,75U F 1 1 I 3/4" WM (TYP) I I \\ \\ I 1 10 4" CO (TYP) 1 W/J �\ v � EASEMENT ABBREVIATION LEGEND I ■��. 1 I I 5,75U SF I v �I� 3/4" RWM (TYP) 1 \\ \ I 11 \\ ` \ \ 1 I IN \ ,.o \ u °� \ \ / % DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT , 4 1 35 / I 1 1 \ \ / 1 • 6 1 11 (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PRIVATEGREENWAYEASEMENT , UTILITY ABBREVIATION LEGEND0 5,7U SF \ I 1I \ \PGE • 1 I'" \PUE � ISheet PUBLIC UTILITY EASEMENT \ I �■��'—I\�\\ I I fl. GRAPHIC SCALE No. 1 C 3 • I O SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT 5,75U SF FHA FIRE HYDRANT ASSEMBLY I \ �` N 1 SDTE SIGHT DISTANCE EASEMENT BOA BLOWOFF ASSEMBLY •.�■.ilIr.+� / / ono �\ 50 0 25 50 100 STE STREET TREE EASEMENT I I VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) GV GATE VALVE 1 - - LE LANDSCAPE EASEMENT RED REDUCER I SEE SHEET C3.11 FOR CONTINUATION 1 inch = 50 ft. DocuSign Envelope ID: B924C3D7-3639-4ABB-88F0-F57F991A416E sion plan\C3.0-3.12 UTILITY PLANS.dwg- Thursday, August 12, 2021 3:11:04 PM - PIATEK NUNEZ, ZENON k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdi SEE SHEET C3.10 FOR CONTINUATION Imo WiLhersRavenel0 Engineers I Planners Surveyors 115 MacKenan Drive 1 Cary, NC 27511 1 t: 919.469.3340 1 license #: C-0832 1 www.withersravenel.com 8. 4,4„4, I/ I I I' II i I I 5,759U SF 36 .imm \ II I I ,_mos \ \ I ••.•\.•.•�`�`•`�`�`W`•�� W W`•`W W ��`\�`�• •.. ••`•�`.•�•'• `..• 1,+, I / / 4,11S0 4k •.0441 ' ; .O+0.41 /#0. 1I 40.A1 4°411r110 44 4V.it//// ,►4'4' ek 4 ,4 .i�� JI I5,75U SF _w1_�YImmo'OD I I I 5,750 SF , 1 Un II I �_=_�Q 5,75SF • 20' DE I 5,755U SF I #. \ , ��.v +4\ 1 it' ' 1 •��Ilii ,----- //----54--_—_—_—____1Il�II"aa>U ' cti ,, limos ,vi�,j:5,75US 1 imam' i_w; ' _.i�.--II ,4'8,4SF il ,/ fP n 7 5,7U SFi IIIII IIII II n 5,7U SF381 II -5F i 39 20' DEJI IYI 5,76 SF 1 40 5,75U SF I1 I 6,350 SF41 I 42 IIII 6,4b SF IiII II II 1 1 I III III III I i IIII IMH6I I25�24"SEWER IIIII IUaI o ^ I I I II//SEWER IIII IICONSTRUCTION �/ 30' TOWN PUBLIC OUTFACE (TYP) OF HOLLY SPRINGS UTILITY EASEMENT— � /////�\''i HOLLY SPRINGS / CAFE FEAR BUFFER OUTFACE PART ON CAROLINA SPRINGS BLVD AND INFRASTRUCTURE DRAWINGS TOP OF BANK \\\\\•• I1 \ //\\ \� / W// i/ THE / I/, ,lf//.I�` W ` � W I �r/ • /I. �.•�• ,/ r/// / j// ,// , //// / // / I /// /i/,) r_ 7 _ / /,1/► Li1IIIIIII ��/ /�/,4..... ' I I CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA G STREA /0 *XI INGLO L4444� !. RFL** .' AIN 'ROPO• D LOP I L ARFLO•LAIN Ir• N / s, . I / / . I / FHA (TYP) 0 u �♦'.♦ftr. // 6,7121 SF :..vCt '�/ , ‘ , /,// 5 75USF s//_'' / • �• I S • PROPOSED 12" DIP �� \ 7,186 SF / WATER LINE (TYP) III \ \ \ / / 4 / \ \ \ / 1 // 30'TONS , 1 � / \\ \\\ / I�/ UTILITY EASEMENT 4PROPOSED 6" A / I \ \ SS \ / / WATERPVC LINERECL(TYP)IMED IP A A • / SCMMAE \ \ •. / AVWDE,�� / I \ •• 8,0�� \ I II J PUBLIC N' co > a °� ' I /I \\ \ \ (TYP.) I I DUKE ENERGY PROGRESS INC / DB 15289 PG 2437 1 \ \ ��\ \ \ \ \ A * 1:///r/// • .......... •��-�-��-•WW• W1�W•••�•�•�-�-�- . . � /7' r' // / /, / ' r///C) / / / I//� I 1/ /� I/ % �// • • PI I Ft, .�� / 4 /,..//• /Alt ♦ / / / "BOA AND 2'; � TO BE / �eii,�/� AND WATERLINES •/ \ EXTEND �: O � / / � /� O I MH378TO :E STALLED S ART/ \Q O \ \ OF PUMP STATION PROJECT AND ♦ \ I V A FRAIL \ \ CONSTRUCTED WETLANDS v s v A A \ A V \ \� \\SSCORE \ I V \s,� I / / / I / I / / \ SEWER OUTFACE TO PUMP STATION #1 AS A \ \ SEPARATE PROJECT #17-29-04 INTO EXISTING MANHOLE \\ \ I• ��•. \ � \ `'` 1 . . . . . . . . . . . . . . . . . . . . . 1 1 , I/ ...� . . . . . . . %/ 77'1 /, / // /EMOVED // //'� /, �/ / / UTILITY PLAN ,� • \/ \ MUST BE EPDXY COATED . \ \\ , / • \ I // / \ �� •.`. .`.`.`.`...`.`.`..... ...`.`.`.`.` / `. `...`. .`.'. / // / /! SEE SHEET C3.1 FOR CONTINUATION THIS SECTIONOFWATERMAIN ♦ \• .\ .`.`.`.`.'.`.`.`. .'.`.`.`.`.`.`.'.`. / / 5 Q A\ AND RECLAIMED WATERMAIN TO ./ I,,.,: _ l\ / `' / FEMA100YEAR \ .•�``.```````.```.```````.``.```.` BE CONSTRUCTED WITH THE r % \• \ / FLOODPLAIN \ • L� QA CAROLINA SPRINGS BLVD AND • / / O \ ,• / \ / / . ..•••••••••••�•••• ti Q INFRASTRUCTURE PLANS � \ / \• / / FLOODWAY \ \ I / 1, 0� .•� Gi�'�� EXISTING 12" /// / \\ .�.•.•.•.•.W•••••�•••••••••� \ \ / , o. , i.e.• WATERMAIN 1 • / QJ / \ •`..................... / 4/ ',;'. / \� g., � < �%a I / \ •\ • • •i / I / �°' / .� . // / V �, SEE SEPARATE PLAN SET \ / ' W•••••�`�• .`.`.'.`.. . . . . //� / �� / // / / // / /// / / / / SANITARY SEWER MA TOP: 279.11' 7 INV OUT: 265.35' *� / - OR PUMP STATION#1 •• // / \ \ ��/ / I`�� ;: _ T4i�{S #17-29 PSS • // / 30' TOWN OF HOLLY SPRINGS \ ''.', ' `. `, `, `, `, ` ` / / ' �/ \ 00� 6 SC A 'P/C �,p p� '� . r. ♦ CO N. // , N. \ ,,l PUBLIC UTILITY EASEMENT • • • •, .W.`.`.•.`.`.`.`. �` M 7•\� �_� // °,`' / DUKE ENERGY PROGRESS INC / * �. 1..>.:. _ Q •= ` DB 15289 PG 2437 . . . �..... , . , ... , • , . , . , Q �6„ / , , • • • • • • • • • ••// / I No * �-• / /// / c , . . .� \ I W \ // Job No. 02190372.10 Drawn By WR Date 11/05/2020 Designer WR :MPORARY BLOW -OFF ASSEMBLY ONNECT NEW 12" DIP WATERLINE HIS SECTION OF WATERMAIN TO BE \ \ \ ' TED WITH THE CAROLINA SPRINGS \ \ �� , 3LVD AND INFRASTRUCTURE PLANS \ \\ \ V\`� \ ` \ \ \ \ \ Q e _ 0040 93.: iA- Q Q 1„ \ / ®� i Q Q — c Q Q Q \ f s Q Q Q - • Q Q Q '•, Q Q �� ; / Q Q Q Q Q, 76, \ s \ / \ / \ 0� / co _ / ` / H j / / 5' j / I / / SR / EMA 100 YEAR FLOODWAY / FLOODPLAIN•/ / / / / / / , PIN 0730712692 \ . \ \ \` • \ • �` TOP OF BANK (TYP.) \ \ `` 30' HOLLY SPRINGS \ \ \ CAFE FEAR BUFFER �— _ \ • • \ / \ • • • \ / \ \ / n I / \ \ //// / I 11\ m / /// \ COS 5 I u I // / rn j/ / TWELVE OAKS PHASE 9 I•/ SECTION1C \ \ // BM 2018, PG 2340 / DB 16829, PG 573 N �` PIN 0730718999 /j i � /i ottilliitilo :�•� �OQ OF ESS/0`/N9 ��'•: = •; SEAL � = = : 028892 • % •: .• �. �� .� �� NGINE .—DocuS�gr�•••••••••••• ',et, BRA M ; ; o s �t hVa� V� �nin� s/lz/zozl SHEET KEY MAP \ N Q c H 2 / / \ N ` `'QL 8\\, // / \ \ \ /, i \ \ \ `/ / /i / �� R�ESVFROg�FFE Revisions 1 PER TOHS COMMENTS 2021.03.08 7 Q Q / � �/ / EXISTING 12" WATERMAIN � � � Q Q A. � \ / \ \\ / / i j^` / 0 Sj �� 2 PER TOHS COMMENTS 2021.04.14 / / Z tX151 INU tUF LHNt VVIU H \ \ % •• / `, �� Q Q \ ii l/ ' / / / /7;// / \ / 4 5 8• \ \ ` • Q- 3 PER TORS COMMENTS 2021.05.12 60' EXISTING R/W\ \ i \` \ \ \ j jj/ ^ / / 3 6 9 WATERLINE TO BE INSTALLED WITH \ Q� \ \ ^✓// CAROLINA SPRINGS BLVD AND `� \ INFRASTRUCTURE PROJECT N N aa. - `Q\� Q�� i°�� ' , / \ / \ , ` /G/ I / 4 PER TOHS COMMENTS 2021.06.09 / j 2 10 �,� R /�� o Q.� I I / // \ �� ,� I / i �/, EASEMENT ABBREVIATION LEGEND \ \ PROPOSED 12" DIP / \ • / / \ Q A Q Q Q 7L / I / //// DE DRAINAGE EASEMENT (PUBLIC) WATER LINE (TYP) \ �,- / / / /\ t GE GREENWAY EASEMENT (PUBLIC) �y PDE PRIVATE DRAINAGE EASEMENT 1y 1 SEE SHEET C3.12 FOR CONTINUATION UTILITY ABBREVIATION LEGEND PGE PRIVATEGREENWAYEASEMENr T I,II BOA BLOWOFF ASSEMBLY FHA FIRE HYDRANT ASSEMBLY PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDTE SIGHT DISTANCE EASEMENT GRAPHIC SCALE Sheet No. C • i 1 STE STREET TREE EASEMENT GV GATE VALVE VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) 50 0 25 50 100 RED REDUCER LE LANDSCAPE EASEMENT _ _ _ 1 inch = 50 ft. k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C4.0 OVERALL STORM DRAINAGE AND GRADING PLAN.dwg- Thursday, July 1, 2021 8:00:08 PM - PIATEK NUNEZ, ZENON /� LAND USE: VACANT HH TRINITY APEX INVESTMENTS LLC "�Ar - i 6-' rf/ DB 12651 PG 1128 ZONING: SD (APEX) J� _ v ^ �"� - �O �� ' :>` - . _� \ 1 �\ ^ e�'� \ -, ��- �- _ __ ;ram •- -- a L � � �yZONING: �� / 4 SONYA WILSON DB 2260, PG. 649 / \� PIN: 0730457251 j \ USE: VACANT\\ R30DELORES PIN:0730852539 TOWN OF APEX HHI TRINITY APEX INVESTMENTS LLC\ \ L 5 DB 12651 PG 1128 L^ < I S Qd PIN: 0730852539 f �J` b 1 '° \ p �-- - �o ��il��i:.►i�V��?!�`v►►!�� i \� \• �• �•��=r ��' %1 , l�II!IIG:11::: .►.�LAND ►�� I .I.�� - � . •� „ -� l ✓ e,TOWN \ ` \ \ Z \ `\ / )DB8201, OF HOLLY SPRINGS ETJ HORTON PG.2115 / 90' � -'-'- imam ��I-I,�!I`�Ii1DII!��%I��,�I � :; �.,; �► /� - /�Fl1T R� R9RD7_�_\ 7(\/ �PIN: 07306522616 � � /\ / �TE�ION OTHE S)� /(/ % � 1 � � LENNAR CAROLINAS LLC ` I � r, r' PG.1928} � I { jTOWN Z LAND USE: MOBILE \\ ZONING: R30 :; / � / //i i- // > / � ' /i/ �290 �f2�A r r \ �\ �i } I I (//( / j (8Y II/ if `DB17612, I I ( / / /\ ` 105P �T MU } ILAND PIN: 0730533724 I , )� MARY HARRIS OF HOLLY SPRINGS ETJSpo/ -> `\ USE: VACANTDB 2260, PG. 670 & 99-E-2225MATTIE HARRIS HEIRS �i�� S� %�( \\\ \/ \ \\\\\ \ / / I- ZONING: PUDPIN: OF HOLLY SPRINGS >LAND i f j ,/ 0730545847DB 9105, PG. 2362 & 16-E-2429� USE: SINGLE FAMILYPIN: 0730644708 ZONING: R30 LAND USE: VACANT \\ ✓ s�.:-a - --- '"�` {nn-�o� E��w:wE �1-L�11;N I!R> �'"'� V ��TOWN �►�> -I�� ^I!,i 7iii,:71 '' �� ' `��-� >I�� ',I �� , ;'' \ \ '/\ ►r+ \ \ i } i \ \ \ I `� II , I \ I I ) i)) ) C�PIT L PROPERTIES IFtLC } / /\ \ / / I WiLhei Engineers 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.33, f I �-- � � � 'h�� • \ f \ \ I ,,, ] / ! 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LAND USE: STATE ASSESSED V� \ i�.I�/i��1�►?��?��%'��j�� WAKE COUNTY v,A� �`�'?????��T?p�,I'11►?,� PROPOSED2'RNVDDICATION °i`I ...to ?��77�'�11��?�ID��750 _.EXISTINGLOCAL� ►4► �nl I�,I 'I I►�►'V'IV? f►�� aI ��,44k 4�I�i�p�► �1'11? � ► 404vo,. 0�'�10 � �? �� 7' II � �� 5o lll� • 111fN11t.-1�.i1= ' �� V ��1=� � . ;.�I� �� '�_ i ,750 Jri�� I,�� • I�ifiN7!ly°�-- II �IIr��'�' � h_•;_��•� � -- � ( 1�� I 5 75(b' �� -�` `--- �, _ . u �� 7�� • 1 =�..� q1 Il � �� ` � � 1 �V • I I - d I � v<° �` i ��1 `' �J A � / {/ •..� � �� T ' .:,c ��, �I >, °' �'� /� �� WETLANDS (TYP) � ��,�rl'��I�Ii7Kf"Otl��I I 30' HOLLY SPRINGS �� ?�� \� �?A�? ,100 YEAR F, c �i,•LAIN /��+,�� = ,IIIrd�� ."PROPOS ,i��'1� .,' �I �'A'�r i.. ��♦ PUD BOUNDARY \ \ ij . ��%.� JoA� 100 YEAR FLr►i�•. �.a /�!-� s/ o� GRADING AND DRAINAGE NOTES: vv M��,►:�/ir��i��'ii ��'� ''�� •�/ �'Q � ��.1 /�� f � �� ; , )� 1 iI::i :. S I I I� �I �. �/ �I`) 0,,,,-o � CAFE FEAR BUFFER � t � : �t ) � fc DUKE ENERGY PROGRESS �. / \ � C Job No. 02190372.10 Drawn By WR Date 11/05/2020 Designer WR VV VC�'�???� ? °��;? �• ESQ \ V A\� ®�� 1 ?�'��►1��'," SURVEY PROVIDED BY WITHERSRAVENEL AND BATEMAN CIVIL SURVEYING DATED 01/10/2020. s� , ?? ?'�?� Z 1? �6� Off: �►?? BO�►�1� �0 ,, 2. ALL SCMS SHALL HAVE A 20' MAINTENANCE AND ACCESS EASEMENT AROUND THEM. ,; O \ + +' 'r l��pt 3. STREAMS AND WETLANDS DELINEATED BY S&EC AND SURVEYED BY WITHERSRAVENEL ,5�, v ' A ,???� y �e� v � � v ?O?O�I'A�t►,r�. .�•��/ TREE PROTECTION FENCING SHALL BE PROVIDED ALONG ALL VEGETATED RIPARIAN AND VEGETATED � cc t.. � /+I / z AFC \ Y,-' � .\� � � � � � � � � PERIMETER BUFFER AREAS. CB=CATCH BASIN; FES=FLARED END SECTION; JB=JUNCTION BOX; YI=YARD INLET WITH SLAB TOP; �o \ ♦ \- a Q•,,� • �I % D1=DRAINAGE INLET WITH GRATE \ r /i' ; ` �� \ FO .. \ > �` TOH' . OFF -SITE ROADWAY WORK BY OTHERS ��/� s. r �, �/ - ,, � -� �� / \\ l _ 6 ?� RATE PLAN SET ,: STATION #1 I ' PSS l 1f '� f II Ili //� I1 ii �o f �, / � / ) ,\ \-��::: \ )°p � I \ � a , . �llir` - C ? > ` I i \ ::• ;:::;::;. �; /I,fj, / t• : ; \ DB 15289 PG 2437 PIN 0730712692 \ Y: � \ � I_ •°:� '�, d • I I� r ii�� _ %� . /iiminiv ►�� 111►uu//// j �� ,. vmoo,. .,tiq ,, pFESS/ply � Q� 9� - SEAL = - ",...................... F F� G E IN '%� •..... ��\�` ,,� RA M . ��, SHEET KEY MAP \\ y '`� - �r ....,./.., _ I--'- I • �� Revisions 1. 1 PER TONS COMMENTS 2021.03.08 II ,G��• ` i" / / I � ,,�., > .,\•y ?'►'� >' T �> !►��' �'�'��•��-��- �� ^ • .j °'°II 4 2 PER TONS COMMENTS 2021.04.14 P' �N�'�I'�11�111� 4.� J L -- _ � )f 'e ��'��tr -"� / �' � I► �.�i��.'- I�i11 r rIT1�( MOO ItIlflllfll - _� L 11I 1 J fin IIIIIIIIIIIIII IIIIIIIIII (IIII IiI 3 PER TONS COMMENTS 2021.05.12 Till 111 I (IIIII I �/ - S / // - . _.__ � �� `,� PUD BOUNDARY a _ �� o �� i y ,,;III _ ' 4 PER TONS COMMENTS 2021.06.09 I JIIII IIIIV II r -� u // LEGEND: .3 - - •• •• EXISTING WETLAND V =_ � , IN il f IL I llllll - 6 �1T� TREE PRESERVATION AREA GRADING SPOT ELEVATION ABBREVIATION LEGEND 0„ / 30' TYPE B LANDSCAPE SCREEN B-40 TC TOP OF CURB/ //// - �> GFE GARAGE FLOOR ELEVATION Sheet 4.0 No. / i- + + + + + + 30' TYPE B LANDSCAPE SCREEN - B-75 TW TOP OF WALL BW BOTTOM OF WALL GRAPHIC SCALE 200 0 100 200 400 ECA DRAINAGE DIRECTED TOWARD FRONT OF BUILDING - A AA A 30' TYPE B LANDSCAPE SCREEN - B-225 ECB DRAINAGE DIRECTED TOWARD FRONT AND REAR OF BUILDING ECC DRAINAGE DIRECTED TOWARD REAR OF BUILDING 1 inch = 200 ft. k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C4.1-4.6 STORM DRAINAGE AND GRADING PLANS.dwg- Thursday, July 1, 2021 6:37:31 PM - PIATEK NUNEZ, ZENON , A SEE SHEET C4.2 FOR CONTINUATION �'. \ \ \$%\.. \ I \ \I HEET._\I.\ \ 5:7EC0F CB 607A — i- I b. 77 8SF * * * * * * • .divensumw1� rii�' �!I II r ;1tk �� ,_ ,.,��f1—� -fie Ore � 4 Y �� y�% \A \\\ _410* \ V �� OPENSPAC \ \ 1 I �' I I ► I I i I I I I I I I I I I \ \ \ V \ \ A\ 1 A \ , A �, yy�;� I 15" B F 1 1 I III I I, i op \'+ •-��31._ , I ECB I I I A ___ - \ 5:'ECB'F Ali V �� _ 1 \ \ I' l I' /.; R �\ '9/ �I � \ ��\ AT rid,I 1IA II I \\A r A IWITill I I ��,I III A \ \ \ \ 1111 I I 1• 35 \ \ \\ �� I 11 Fr.Pr471 14+4 I A\ \1.� 5, �EC6'�F \'�,��A/a.vo I' I \1 ` �! _ �• �� v o o r 1 � \ 1 � A A ) 111Z&:710K1/4Nk ♦A �0 ,� • ��• % � . 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N AA I cs • ►i' N. ` ,FES 601 �` 2 — 0 / Ny 4r7 ♦*IV. o �♦ CONS'RUCTED• �� 0.5' MIN. 10 1.5' MAX. 1c`` \ N I Vro • I I 1#. o WET ANDS / '% ' \ ,1 ,,Y QQ 1 / fi, / SWALE 2 \N..1,,,\;sk \ � / . .tom \ ,� ��!.. o A. / ; . / I ./ ��,. ;,_ \ \ 5 .-/ %•°� ��'�:�-':�= \ / / /r ,d, A " ggfl A ir II rit V DITCH GRASSED \► o,1/4_ i,vs, \,, A. .� 0 \ I ' -aIt �N�.` A \/ DE ♦ I�t�.��, \ �\ ` (� �I / \\ o 1 / % / �iFE / / /Api f� 60' EXISTING R/W NASALS`• ``\��,\ . 0 �;► / ' i��;'" f \ \ \ 5� y1 / mac,/ / / � I v -i .. / �` % / ]ob No. 02190372.10 Drawn By WR NOTES: � '► 0 �\ _ //�;:��/, / Oil I \., / / `�11/05/2020 Oni_Er Date Designer WR `, SURVEY PROVIDED BY WITHERSRAVENEL AND BATEMAN CIVIL SURVEYING DATED 01/10/2020. �� FINAL GRADING FOR COLLECTOR/SPINE STREETS TO BE DETERMINED WITH CONSTRUCTION DRAWINGS. \ \� \ a� \� i0\� f'CB 63� ��, &�.� �i ! ` q�/ �� .t .. , �� ,� �,p�►w '\\ ►� . i' ` ``��`. , \ \ / \ \ \ RISER 6 \ � / /// / // / /iii /I// I /' / / �� / �� i`►►►►►1►►►►►�\ ��NOI \\ CAR i'ii,, O •• pESS/0N• by -. . . •Q� 9�• • �1 ' _ : SEAL Z - 028892 �� ; . F . 'i, ••••••• �.` '.,BRA M.F ��.�` /►►►nn►►►► SCM GRADING IS APPROXIMATE AT MASTER PLAN STAGE. GRADING AND FINAL DESIGN OF SCMS WILL �I►� ` �� I I TEMPORARY CONSTRUCTION \ ��ti��/ � / < ;. �i�, '� SEE SEPARATE PLAN SET \ \� \ / 1 ,�� G BE DONE AS PART OF THE CONSTRUCTION DRAWING PHASE. EASEMENT V ;;' 1202 CB �� ' FOR PUMP STATION #1 V / I I \ I I �`,� r� �� Il ALL SCMS SHALL HAVE A 20' MAINTENANCE AND ACCESS EASEMENT AROUND THEM. \ I'x!�!'"� `-�� .0 �` TOHS#17-29-PSS I \ • // I� 5. STREAMS AND WETLANDS DELINEATED BY S&EC AND SURVEYED BY WITHERSRAVENEL. \ rf ` � V I q X ► \ p`� ) ,�i `�i� 30' TOWN OF HOLLY SPRINGS �., "� �� ` A '1 FES 6 \ �� PUBLIC UTILITY EASEMENT 6. TREE PROTECTION FENCING SHALL BE PROVIDED ALONG ALL VEGETATED RIPARIAN AND VEGETATED �� '��I / I / / �"'r:�� PERIMETER BUFFER AREAS. • �1 �� / �� l / V \ ,�;, �_ 5 // I '• V /� /� III � CB=CATCH BASIN; FES=FLARED END SECTION; JB=JUNCTION BOX; YI=YARD INLET WITH SLAB TOP; ' " Q ��I;� / / I \ \ \ \ i!� �'f \ .'� '� _ � DI -DRAINAGE INLET WITH GRATE. ` \ �� o J v/ �_\—� / / A 30' TOWN OF HOLLY SPRINGS V d �'�� 12' EXISTING EOP LANE WIDTH � \ � � � Q' / / . � \ PUBLIC UTILITY EASEMENT / A �� 1� � SHEET KEY MAP v �r \ .�;tilliti � \ \� .� 1 � / ''�� Revisions \ . ♦� `:: v fir•" ' �\ 1 PER TONS COMMENTS 2021.03.08 \ OFF SITE ROAD IMPROVEMENTS BY OTHERS 0/ L� 1 0 \ \ \ f / �_ 111/11. '� 1p 2 PER TONS COMMENTS 2021.04.14 TN = r[P.61 ffi � =4 •� iiifilmiillL��. IIII II�I� h l \ j lam► _41 1 � � ' 3 PER TONS COMMENTS 2021.05.12 j/�, // PROPOSED VARIABLE \ \ WIDTH UTILITY EASEMENT \ Ie �..1 �� 7 \ \\ ♦ �.� FEMA 100 YEAR,lg FLOODPLAIN 11111/11 �� V �� 0 A I.. ss, V`�� . op �.� 4 PER TONS COMMENTS 2021.06.09 \ ��, e I j AV/ ' �' ' �6 r' \ / �■ J--- LEGEND: �� h.41 i �► 1 �r 9,, / \ iwillirEmplAN_ImEmipam \ \ A • r __ _-IIIIllIIIIV � -r, 1, 93 EXISTING WETLAND� ��•./'/�� EMM Iredlik r z l /r Ltt� n .I drill �� TREE PRESERVATION AREA GRADING SPOT ELEVATION ABBREVIATION LEGEND 12'EXISTING EOPLANE WIDTH \ '�� I: 0 ` ` kor ✓/\TC 0 1�, TOP OF CURB 60' EXISTING RIW\ .♦ �� . ` /// //� 30' TYPE B LANDSCAPE SCREEN - B-40 GFE GARAGE FLOOR ELEVATION S` / \ .� ♦ ,�`j�� li,� ��I TW TOP OF WALL \^\\ \ \ %\ 0 /14 •1 �. .! / ` � �� ' oll Sheet No. BW BOTTOM OF WALL \ J \ ►�- ►�� GRAPHIC SCALE + + + + + + + 30' TYPE B LANDSCAPE SCREEN - B-75 ECA DRAINAGE DIRECTED TOWARD FRONT OF BUILDING ECB DRAINAGE DIRECTED TOWARD FRONT AND REAR OF BUILDING �^ \� .(�a.,\ �� -\A iroA ��<.: 0�lL � 416_,Ikili.pgaril i S0 0 25 50 �00 t_� 4� ECC DRAINAGE DIRECTED TOWARD REAR OF BUILDING A �V A �, v►. 30' TYPE B LANDSCAPE SCREEN - B-225 /- \ \ � / ti1 \A\ � q 7 1 inch = 50 ft. k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C4.1-4.6 STORM DRAINAGE AND GRADING PLANS.dwg- Thursday, July 1, 2021 6:37:53 PM - PIATEK NUNEZ, ZENON LEGEND: SEE SHEET C4■3 FOR CONTINUATION SEE SHEET C4■5 FOR CONTINUATION EXISTING WETLAND ,,, � � � � \ \� � •� 'l - �.�. I �,3 ECB � .�l� �� •fit r�� so• i N r / � � 4 p \�II�, / %of __,,.,_�� \ 1 I`/ _1 I 1 � � -. %� � � • •^!. \1'� •iu � DI - 803��c ��i■1111-2:77:7"olfc\b',8,6587SF TREE PRESERVATION AREA it -ECB•:,; ,,� r ' .,' Lam\I\f� I ��i ��■ — ■ �/��m,... 802.=C—�O�`�i�76-6-719:=1:: CB 1213IIr, � DI 1237 �_ i.h,` \�j /` v�I�� 1�`1* �I,. PDE `� '-�\ L�I`S' (` �\I ,�tt��t� �_7—�� 'I• ��30' � � ��,i1I,Io r ^ // I �\l ;):\\:I'L AummirmT_ 29'� �_-1� �•, /// TYPE B LANDSCAPE SCREEN - B-40 .111� o\ / .II� � ma ,/ GIP� ��J _�i CB - 848 CB- 847 / ,�-\�(((y/ �� _ ----�\� � � , �� \� J` \\I � "Il�,�- �, + + + +��A/1 + + + 30' TYPE B LANDSCAPE SCREEN - B-75�r �i■. \ 2ECBSF *.-�� .w� � r1:;:-ITY-\-SL-511-11TE\:1'4::11\'\ �� f �\\ • �{ �L\ \ \ I � �T �\I / � I r� '' � �,,��,�j'g '�� ii 1 � � �1 �' ! � �;�1I\NI ��..r��j- � o ( \ A 1 �� I 1 I /� i OM %:.r .`I0 q CB-703 . • TYPE B LAND APE REE 30 SC SC N B-225�1 /, ■■ .. .-�' � \ ('\ I 1 I '. r• �' i � u ! 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'MAX. -- � � 1\ I ! ,996 SF \ C/ 64 =I'� 1 / � \ �' ! ! 20' PDE \ / \ '�� L gild 5, •CB \ NI \ imik..�► I I� mink (TYP ECBSF - 750 �� .� \ , , Mi to��■.�li r 1 ,...___\._... 1 SF _. CD �4,400 SF � 4,400 SF, � \4400 SF � I .■r,�inr;� � �� 11��+, / \ ► I mug ` /I�i��t�3r a�:� i I 257 \ I auM � SWALE 13 r \ \ - ! Iit 4,ECBSF I � � I � .� � � FES-2008 ----�-- -- v � � >�� V-DITCH '� \ IL, � � \ � �� \ •I �`� � •,► � � �� RIP RAP LINED / \ \\ � • �,�■n■Ir.'ca„L�:nn.rx.� --_. — I I � �— �t� y r /I �♦ 41Fr \ / ..� I. �i o \ \ ao \ \ \�,�I�1�,600SF -I' �ECB �\ Q � -�66\�•��1 =�!�%.\ �\G\ G /.�J\ !1 IL a I 4,ECBSF IN \*el 1 k 41 I itP \,_ i _i( 11 ii .411141-` ( 10' ASPHALT MULTI �� \i �._-TRAIL -USE I i .I � /PHASE (T\ P) iik \ \ 6? ''DI It ‘W* W 1 r � �� PIPEL ONE TRAIL ENDS HERE -r� 1 � ��¢,`ECBSFIN1 �� \�,A �� \ 1 OWN. II \ - - -i FES 2081 \( 174-1 --, ( ,-, 1 , , N 11! 1 .� ..: / AkAL �A�1 0��I.�� li:\\5 Y„ \ FES 2080\ 1.-, I iq � eAktilikeA il 0 \ _ - 20' MULTI -USE TRAIL `!�■ �I I / j �' ;� ,1 T I V 41 I +11V14.1111141r, LIC�O' AS• J j EASEMENT (TYP) •►.: 7 �/ i ( I �. I I I / �SE � _ -� i il � I � I ill TEA 1 \ 0.5'MIN r1.5'MAX.� •ate -- /r//I �I �G— \ 1 \\BL:21'MUL•-US\� `� ) I \ \ *** � �/�� /\�� . �� ..\ G-/- �� \ \ \ RAIL A .► 'T(T�P �3 \ I�� •��` %Miy•,• / 1 I / / �Y 1 — f \ \ \\ \ �� —\ 2'1 r M MP /IiL?iIjI 1.I L J • I ) f JI ��r \ CB 1009 `� �/ \ \ ECB of gWilk,, , - CB 1016 ��_\ III Il�� CB 1016A I I C- 1 / ,:�` .; \ \ \ z \ \ � �� - - Ed ��I �I , )r 323 - J_�/iI \--44 \ SWALE 14 imintiranalp i / �_�r •,,,,,----. \ .• ® ,�,. �� 'ram �• � I I\ \ Q V-DITCH i �� . �.� r - / ��l� r■...�.� ,1 = la `1' n► i o S / 'yBLlr r ASj A T /M ,•14,,A**** \20/ ��GRASSED \ �. �� .. 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Jam " �� F , 'a `a .`\ \� VilkWt4 J ` 30' TYPE B LANDSCAPE SCREEN B-225 "r��-'9 � �_� •\�, �� / � - ` `� �'� �� 4ii� �� _ - - 411‘rillAiiW'' - -N -421,7 ,`..w.--___-dsiir EASEMENT ABBREVIATION LEGEND ►`-a% /��-r - - - = _ _ _� \. ��...•---- `�� .. �� GRADING SPOT ELEVATION ABBREVIATION LEGEND '_ 1 '�1%_ �� - p �'�IJ _ _ �- _ _ _ - _. _ �� _�' �'� DE DRAINAGE EASEMENT _ \ - --- --- �� - ' �'� (PUBLIC) �\ ~ �� ^�� '��'�-T __ •• 'le' / 8 -- • '.Fi_ �M GE GREENWAY EASEMENT (PUBLIC) TC TOP OF CURB - lir - � �� _ � - �� `'P �� - ------IN-- - �� • PDE PRIVATE DRAINAGE EASEMENT GFE GARAGE FLOOR ELEVATION c - - / d �� \ � - • -_ i - �r ( \ - 1 i I - -- �'� • \ PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT TW TOP OF WALL BW BOTTOM OF WALL -- / _ - - _ 4 / • ` �� - _ .L-_--. - - - -- _ -i - -'�� 1 -POE- \ -\'\ \ \ \ - - - __ _� �- _ "•' % � - - �- o / - q` ( ` - N L �T - - - �� \� GRAPHIC H I C SCALE Sheet C 4 No. • 7 I SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDTE SIGHT DISTANCE EASEMENT ECA DRAINAGE DIRECTED TOWARD FRONT OF BUILDING ECB DRAINAGE DIRECTED TOWARD FRONT AND REAR OF BUILDING - / - _ i S - - / - _ - 4,0o �� -� / / �� ~ - ( - � 50 0 25 50 \� / ` \ i - OFF ROAD IMPROVEMENT BY OTHERS �j1 " 2' 100 STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) ECC DRAINAGE DIRECTED TOWARD REAR OF BUILDING / / - - - - -SITE / 1, - - \ • \, _ _ - I / J \ ` �\ \ �y�� 1 inch = 50 ft. Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan \C4.8-4.10 STORM TABLES.dwg- Thursday, June 17, 2021 10:57:16 AM - PIATEK NUNEZ, ZENON K:\19\19-0370\190372.10-L NOTES: WiLhersRavenel Engineers I Planners I Surveyors 115 MacKenan Drive 1 Cary, NC 27511 I t: 919.469.3340 I license #: C-0832 I www.withersravenel.com STORM STRUCTURE TABLE STORM STRUCTURE TABLE STORM SYSTEM DATA STORM SYSTEM DATA 1. RCP SHALL BE A MINIMUM CLASS III. 2. LENGTH INCLUDES FES LENGTH. STRUCTURE RIM EL STRUCTURE IN INVERT IN INVERT OUT STRUCTURE RIM EL STRUCTURE IN INVERT IN INVERT OUT DOWNSTREAM UPSTREAM SIZE LENGTH SLOPE MATERIAL DOWNSTREAM UPSTREAM DOWNSTREAM UPSTREAM SIZE LENGTH SLOPE MATERIAL DOWNSTREAM UPSTREAM 3. DBCB REFERS TO DOUBLE CATCH BASIN. 4. PIPES NOTED WITH A* SHALL BE 0-RING AND WATER TIGHT. CB - 602 275.20 CB - 603 268.80 268.60 DI - 615 282.25 DI - 616 276.31 276.06 STRUCTURE STRUCTURE INVERT INVERT STRUCTURE STRUCTURE INVERT INVERT CB - 603 278.27 CB - 604 271.99 271.79 DI - 616 287.02 DI - 617 282.92 282.46 CB - 602 CB - 603 30" 102.03' 2.93% RCP 268.80 271.79 DI - 617 DI - 618 15" 199.94' 2.53% RCP 288.94 294.00 CB 604 280.77 CB - 605 274.00 273.80 DI - 617 293.30 DI - 618 288.94 288.90 CB - 603 CB - 604 30" 84.80' 2.13% RCP 271.99 273.80 DI - 618 DI - 619 15" 148.48' 1.21% RCP 294.13 295.92 CB - 606 274.92 DI - 618 297.98 DI - 619 294.13 294.00 CB - 604 CB - 605 30" 40.09' 1.07% RCP 274.00 274.43 DI - 620 DI - 623 18" 131.28' 1.94% RCP 273.06 275.60 CB - 605 281.57 274.43 DI 615 275.42 DI - 619 301.12 295.92 CB - 605 DI - 615 18" 127.00' ° 0.50% RCP 275.42 276.06 DI - 623 DI - 624 15" 200.00' ° 3.23% RCP 275.85 282.31 CB 606 286.52 CB - 607 CB - 606A 281.45 281.70 280 95 DI - 620 278.37 DI - 623 273.06 273.02 CB - 605 CB - 606 24" 156.90' 3.84% RCP 274.92 280.95 DI - 624 DI - 625 15" 200.00' 2.86% RCP 282.59 288.31 CB - 606A 286.79 282.03 DI - 623 281.04 DI - 624 275.85 275.60 CB - 606 CB - 606A 15" 32.22' 1.00% RCP 281.70 282.03 DI - 625 DI - 626 15" 200.00' 2.29% RCP 288.51 293.10 CB - 608 287.95 DI - 624 287.30 DI - 625 282.59 282.31 CB - 606 CB - 607 18" 199.61' 3.14% RCP 281.45 287.73 DI - 626 DI - 627 15" 150.00' 2.06% RCP 293.23 296.33 CB - 607 292.79 287.73 S C 6 CB - 607A 287.98 DI - 625 293.63 DI - 626 288.51 288.31 CB - 607 CB - 607A 15" 32.35' 1.00% RCP 287.98 288.30 DI - 632 DI - 620 18" 141.46' 2.07% RCP 270.09 273.02 CB - 607A 293.08 288.30 DI - 626 298.12 DI - 627 293.23 293.10 CB - 607 CB - 608 18" 199.90' 2.79% RCP 287.95 293.53 * FES - 601 CB - 610 48" 48.81' 0.50% RCP 266.50 266.74 CB - 608 298,58 CB - 609 293.75 293.53 DI - 627 299.58 296.33 CB - 608 CB - 608A 15" 32.24' 1.00% RCP 293.78 294.11 * FES - 631 DI - 632 18" 68.95' 1.00% RCP 267.55 268.24 CB - 608A 293.78 * DI - 632 275.73 DI - 620 270.09 268.24 CB - 608 CB - 609 15" 200.55' 1.29% RCP 293.75 296.33 FES - 633 CB - 602 30" 71.70' 1.35% RCP 267.64 268.60 CB - 608A 298.77 294.11 FES - 601 CB - 610 266.50 CB - 609 CB - 609A 15" 32.13' 1.03% RCP 296.52 296.85 CB - 609 302.61 CB - 609A 296.52 296.33 CB 302.78 296.85 FES - 631 DI - 632 267.55 CB - 610 CB - 610A 24" 5.32' 0.50% RCP 268.74 268.77 - 609A CB 611 269.24 FES 633 CB - 602 267.64 CB - 610 CB - 611 18" 30.96' 0.50% RCP 269.24 269.40 CB - 610 273.77 - CB - 610A 268.74 266.74 CB - 610A CB - 630 18" 268.83' ° 0.50% RCP 269.27 270.62 CB - 610A 273.77 CB - 630 269.27 268.77 CB - 611 CB - 611A 18" 5.50' 0.50% RCP 269.60 269.63 CB - 611 273.77 CB - 611A 269.60 269.40 CB - 630 CB - 630A 18" 31.06' 0.50% RCP IV 272.00 272.15 CB - 611A 273.77 269.63 CB - 630A 15" 120.98' 1.90% RCP 272.31 274.60 CB - 630 276.76 CB - 630A 272.00 270.62 DI - 615 DI - 616 15" 201.90' 3.05% RCP 276.31 282.46 CB - 630A 276.79 272.31 272.15 DI - 616 DI - 617 15" 200.19' 2.99% RCP 282.92 288.90 I ' CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA STORM STRUCTURE TABLE STORM STRUCTURE TABLE STORM SYSTEM DATA STORM SYSTEM DATA STRUCTURE RIM EL STRUCTURE IN INVERT IN INVERT OUT STRUCTURE RIM EL STRUCTURE IN INVERT IN INVERT OUT DOWNSTREAM UPSTREAM SIZE LENGTH SLOPE MATERIAL DOWNSTREAM UPSTREAM DOWNSTREAM UPSTREAM SIZE LENGTH SLOPE MATERIAL DOWNSTREAM UPSTREAM CB - 702 296.93 CB - 703 288.75 285.89 CB - 713A 321.73 CB - 713 316.41 316.21 STRUCTURE STRUCTURE INVERT INVERT STRUCTURE STRUCTURE INVERT INVERT CB 704 289.41 CB 714 296.10 CB 715 290.92 290.67 CB - 702 CB - 703 36" 30.99' 0.50% RCP 288.75 288.91 CB - 709 CB - 710 15" 27.06' 1.00% RCP 310.30 310.57 CB - 703 296.93 - 288 91 - - CB - 714 290.41 CB - 715 302.80 296.92 CB - 703 CB - 714 18" 52.91' 0.50% RCP 290.41 290.67 CB - 713A CB - 713 15" 27.01' 1.00% RCP 316.41 316.68 CB - 704 298.26 CB - 705 291.52 291.29 CB 718 294.71 CB - 703 CB - 704 30" 44.02' 4.27% RCP 289.41 291.29 CB - 714 CB - 715 15" 152.90' 3.92% RCP 290.92 296.92 S C 7 CB - 705 299.30 CB - 706 292.90 292.70 CB - 717 300.78 - CB - 717A 294.71CB 294.46 - 704 CB - 705 30" 43.58' 2.70% RCP 291.52 292.70 CB - 717 CB - 718 15" 105.54' 0.50% RCP 294.71 295.24 CB - 706 299.30 CB 707 293.68 293 18 CB - 717A 300.79 295.38 CB - 705 CB - 706 30" 27.12' 1.03% RCP 292.90 293.18 CB - 717 CB - 717A 15" 31.11' 2.15% RCP 294.71 295.38 CB-717 294.24 CB - 718 303.87 DI - 718A 295.44 295.24 CB 706 CB 707 24" 171.87' 2.39% RCP 293.68 297.78 CB 718 DI 718A 15" 27.76' 0.50% RCP 295.44 295.58 - - - - CB - 707 303.03 CB - 708 CB - 707A 297.98 298.26 297.78 CB - 750 321.51 CB - 713A 315.61 315.41 CB - 706 CB - 717 18" 43.98' ° 0.50 /o RCP 294.24 294.46 CB - 750 CB - 713A 15" 59.56' ° 1.00 /o RCP 315.61 316.21 CB - 707A 303.02 298.54 DI - 718A 299.99 295.58 CB - 707 CB - 708 24" 188.09' 1.80% RCP 297.98 301.37 FES - 701 CB - 702 36" 89.60' 1.00% RCP 285.00 285.89 CB - 708 307.62 CB - 709 301.87 301.37 FES - 701 287.88 CB - 702 285.00 CB - 707 CB - 707A 15" 26.96' 1.05% RCP 298.26 298.54 * CB - 708A 302.12 CB - 708 CB - 709 18" 229.28' 3.57% RCP 301.87 310.05 CB - 708A 307.65 302.42 CB - 708 CB - 708A 15" 27.09' 1.11% RCP 302.12 302.42 CB - 709 315.57 CB - 710 CB - 750 310.30 310.30 310.05 CB - 709 CB - 750 15" 196.14' 0 2.61 /° RCP 310.30 315.41 CB - 710 315.61 310.57 CB - 713 321.73 316.68 STORM STRUCTURE TABLE STORM STRUCTURE TABLE STORM SYSTEM DATA STORM SYSTEM DATA STORM SYSTEM DATA STORM DRAINAGE TABLES STRUCTURE RIM EL STRUCTURE IN INVERT IN INVERT OUT STRUCTURE RIM EL STRUCTURE IN INVERT IN INVERT OUT DOWNSTREAM STRUCTURE UPSTREAM STRUCTURE SIZE LENGTH SLOPE MATERIAL DOWNSTREAM INVERT UPSTREAM INVERT DOWNSTREAM STRUCTURE UPSTREAM STRUCTURE SIZE LENGTH SLOPE MATERIAL DOWNSTREAM INVERT UPSTREAM INVERT DOWNSTREAM STRUCTURE UPSTREAM STRUCTURE SIZE LENGTH SLOPE MATERIAL DOWNSTREAM INVERT UPSTREAM INVERT ADS 882 292.17 289.52 CB - 857 301.85 CB - 863 297.50 296.75 CB - 890 24" 271.96' 1.52% RCP 306.71 310.83 CB - 832 CB - 833 15" 141.70' 2.00% RCP 309.38 312.21 CB - 867 CB - 879 36" 31.32' 0.50% RCP 286.99 287.15 CB - 859 297.25 CB - 807 316.33 311.39 CB - 808 CB - 809 36" 68.53' 0.50% RCP 305.27 305.62 CB - 835 CB - 816 24" 5.87' 0.50% RCP IV 309.33 309.36 CB - 867 CB - 868 30" 5.46' 0.52% RCP 285.96 285.99 CB - 860 301.10 CB - 808 315.36 CB - 809 CB - 841 305.27 311.03 305.07 CB - 859 306.38 CB - 862 301.24 300.90 CB - 808 CB - 841 15" 43.66' 0.50% RCP 311.03 311.25 CB - 837 CB - 840 15" 54.98' 0.50% RCP 311.26 311.54 CB - 870 CB - 871 24" 132.42' 0.50% RCP 288.66 289.33 CB - 809 314.61 CB - 810 306.12 305.62 CB - 860 312.73 CB - 861307.20 CB - 838 307.20 306.95 CB - 809 CB - 810 30" 63.01' 0.50% RCP 306.12 306.43 CB - 838 CB - 839 15" 55.12' 0.50% RCP 311.81 312.08 CB - 870 CB - 878 18" 44.09' 5.12% RCP 290.00 292.26 CB - 837 310.67 CB - 861 312.63 307.48 CB - 810 CB - 837 18" 68.58' 0.50% RCP 310.67 311.01 CB - 842 CB - 807 15" 63.61' 0.50% RCP 311.07 311.39 CB - 871 CB - 872 18" 41.50' 3.58% RCP 289.83 291.31 CB - 810 316.05 CB 811 306.63 306.43 - CB - 810 CB - 811 30" 43.76' 0.50% RCP 306.63 306.85 CB - 842 CB - 808 36" 62.53' 0.50% RCP 304.76 305.07 CB - 871 CB - 874 15" 31.08' 0.50% RCP 290.08 290.23 CB - 811 315.51 CB - 812 307.05 306.85 CB - 862 306.07 301.75 CB - 811 CB - 812 30" 65.71' 0.50% RCP 307.05 307.38 CB - 844 CB - 845 15" 115.61' 1.28% RCP 311.99 313.46 CB - 872 CB - 873 15" 39.00' 0.50% RCP 291.56 291.76 CB - 812 314.54 CB - 813 307.58 307.38 CB - 863 301.98 297.75 CB - 812 CB - 813 30" 63.32' 0.50% RCP 307.58 307.90 CB - 844 CB - 851 15" 78.52' 0.50% RCP 311.99 312.38 CB - 874 DI - 875 15" 110.91' 0.50% RCP 290.43 290.99 CB - 835 308.40 CB-864 311.18 304.67 CB - 813 313.74 CB - 814 308.10 307.90 CB - 868 285.96 CB - 813 CB - 832 18" 47.00' 0.50% RCP 308.90 309.13 CB - 845 CB - 846 15" 120.14' 0.50% RCP 313.96 314.56 CB - 879 CB - 880 36" 5.09' 0.54% RCP 287.47 287.50 CB - 832 308.90 CB - 867 294.12 CB - 879 286.99 285.76 CB - 813 CB - 835 24" 43.71' 2.08% RCP IV 308.40 309.31 CB - 845 CB - 850 15" 47.01' 0.50% RCP 313.66 313.90 CB - 880 DI - 881 24" 53.30' 0.77% RCP 287.70 288.11 CB - 814 313.74 CB - 825 308.62 308.12 CB - 868 294.12 285.99 CB - 813 CB - 814 30" 5.73' 0.50% RCP 308.10 308.12 CB - 846 CB - 847 15" 105.82' 0.94% RCP 315.02 316.02 CB - 890 CB - 844 24" 34.33' 1.19% RCP 311.33 311.74 CB - 815 314.58 310.60 CB - 870 295.92 CB - 871 288.66 287.50 CB - 814 CB - 825 24" 95.01' 0.50% RCP IV 308.62 309.10 CB - 846 CB - 849 15" 47.02' 0.50% RCP 314.76 315.00 DI - 803 DI - 852 24" 104.98' 0.50% RCP 300.37 300.90 CB - 816 313.55 309.36 CB - 878 290.00 CB - 821 DI - 822 15" 59.30' 0.50% RCP 311.40 311.69 CB - 847 CB - 848 15" 47.03' 0.50% RCP 316.25 316.49 DI - 803 DI - 803A 42" 95.05' 0.75% RCP 300.74 301.45 CB - 817 316.88 312.15 CB - 871 295.04 CB - 872 CB - 874 289.83 290.08CB 289.33 - 821 CB - 817 15" 46.86' 1.61% RCP 311.40 312.15 CB - 855 DI - 856 30" 41.28' 0.50% RCP 295.57 295.77 DI - 803A DI - 804 42" 197.13' 0.50% RCP 301.45 302.44 CB - 821 316.79 CB - 817 DI - 822 311.40 311.40 311.15 CB - 872 296.51 CB - 873 291.56 291.31 CB - 825 CB - 826 24" 61.29' 1.00% RCP 309.30 309.91 CB - 857 CB - 863 15" 49.73' 0.50% RCP 297.50 297.75 DI - 804 JB - 805 36" 149.57' 0.50% RCP 302.94 303.69 CB - 826 309.30 CB - 873 296.47 291.76 CB - 825 CB - 815 18" 39.01' 2.55% RCP 309.60 310.60 CB - 857 CB - 859 18" 110.74' 3.30% RCP 297.25 300.90 DI - 854 CB - 864 15" 145.76' 5.27% RCP 296.99 304.67 S C 8 CB - 825 314.55 CB 815 309.60 309.10 CB - 874 295.03 DI - 875 290.43 290.23 CB - 826 CB - 830 24" 32.33' 0.50% RCP 310.11 310.27 CB - 859 CB - 860 18" 146.18' 4.00% RCP 301.10 306.95 DI - 854 CB - 855 30" 101.91' 1.00% RCP 294.52 295.54 CB - 826 316.15 CB - 827 310.41 309.91 CB - 878 296.87 292.26 CB - 826 CB - 827 18" 179.01' 2.59% RCP 310.41 315.05 CB - 859 CB - 862 15" 55.54' 0.92% RCP 301.24 301.75 DI - 856 CB - 857 24" 95.40' 0.50% RCP 296.27 296.75 Job Ni.awn 02190372.10 By W R CB - 830 310.11 CB 879 294.12 CB 880 287.47 287.15 - - CB - 827 CB - 831 15" 33.15' 0.50% RCP 315.30 315.46 CB - 860 CB - 861 15" 54.87' 0.50% RCP 307.20 307.48 DI - 866 CB - 867 48" 22.31' 0.50% RCP 285.65 285.76 Date 11/05/2020 Designer WR CB - 827 319.84 CB 831 315.30 315.05 CB 880 294.12 DI 881 287.70 287.50 - - CB - 830 CB - 821 18" 74.08' 0.50% RCP 310.78 311.15 CB - 860 CB - 838 15" 141.06' 3.22% RCP 307.20 311.74 DI - 866 CB - 870 48" 202.61' 0.50% RCP 286.49 287.50 CB-830 316.12 CB-821 310.78 310.27 CB - 890 315.08 CB - 844 311.33 310.83 STORM SYSTEM DATA ��lIIIHi � ��N CAR %%•.•••••, ��//�j ,, �:cs.c:.: `�.� ��pFSSIpy�'•.� �i�� = •• SEAL .• = • 028892 � •� • . i i '�� •••• FNCI NEED;•••• ` �,`, ,,�� eRA• M. ��111111111O' CB-831 320.21 315.46 DI 803A 300.74 CB - 832 314.21 CB - 833 309.38 309.13 DI - 803 307.49 - DI - 852 300.37 300.12 DOWNSTREAM UPSTREAM SIZE LENGTH SLOPE MATERIAL DOWNSTREAM UPSTREAM CB 833 317.41 312.21 DI - 803A 310.63 DI - 804 301.45 301.45 STRUCTURE STRUCTURE INVERT INVERT - CB 835 313.59 CB - 816 309.33 309.31 DI - 804 312.48 JB - 805 302.94 302.44 DI - 881 ADS - 882 12" 82.48' 0.50% 289.11 289.52 *_ CB - 837 316.34 CB - 840 311.26 311.01 DI - 822 314.76 311.69 FES-801 JB-802 60" 97.85' 1.02% RCP 284.00 285.00 * CB - 838 316.79 CB - 839 311.81 311.74 DI - 852 305.92 300.90 FES - 853 DI - 854 36" 89.08' 1.00% RCP 284.50 285.39 * CB - 839 316.74 312.08 CB - 855 294.52 FES 865 DI - 866 54" 116.61' 0.81 % RCP 284.50 285.45 DI - 854 302.67 285 39 CB 840 316.34 311.54 CB - 864 296.99 JB - 802 DI - 803 42" 144.75' 1.93% RCP 297.33 300.12 - CB 841 315.41 311.25 DI - 856 303.29 CB - 857 296.27 295.77 JB - 805 CB - 842 36" 134.76' 0.50% RCP 303.89 304.56 Revisions - CB - 842 316.09 CB - 808 CB 807 304.76 311.07 304.56 DI - 866 294.54 CB - 867 CB - 870 285.65 286.49 285.45 1 PER TOHS COMMENTS 2021.03.08 - 2 PER TOHS COMMENTS 2021.04.14 CB-845 311.99 DI - 875 294.09 290.99 CB-844 318.05 CB - 851 311.99 311.74 DI - 881 ADS 882 289.11 288.11 3 PER TOHS COMMENTS 2021.05.12 CB 845 319.31 CB - 850 313.66 313.46 FES - 801 JB - 802 284.00 CB - 846 313.96 FES - 853 DI - 854 284.50 4 PER TOHS COMMENTS 2021.06.09 CB - 846 320.50 CB - 849 CB - 847 314.76 315.02 314.56 FES - 865 287.38 DI - 866 284.50 CB - 847 321.65 CB - 848 316.25 316.02 JB - 802 303.92 DI - 803 297.33 285.00 CB - 848 321.58 316.49 JB - 805 314.77 CB - 842 303.89 303.69 CB - 849 320.36 315.00 CB - 850 319.16 313.90 CB - 851 317.37 312.38 CB - 855 303.44 DI - 856 295.57 295.54 Sheet C4.8 No. DocuSign Envelope ID: D4025286-8E94-4AFA-AF21-77B4286043AE STORM STRUCTURE TABLE STORM STRUCTURE TABLE STORM STRUCTURE TABLE STORM STRUCTURE TABLE STORM SYSTEM DATA STORM SYSTEM DATA STORM SYSTEM DATA sion plan \C4.8-4.10 STORM TABLES.dwg- Tuesday, June 8, 20214:20:28 PM - PIATEK NUNEZ, ZENON k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdi SCM 9 SCM 10 SCM 12 STRUCTURE RIM EL STRUCTURE IN INVERT IN INVERT OUT ADS - 965 308.95 ADS - 966 304.70 304.53 ADS - 966 309.08 ADS - 967 ADS - 966A 305.48 305.46 305.31 ADS - 966A 317.53 306.85 ADS - 967 312.57 308.86 CB - 902 290.87 CB - 902A 285.18 284.98 CB - 902A 290.81 285.21 CB - 903 291.68 CB - 949 DI - 954 282.34 284.99 281.34 CB - 904 293.16 287.69 CB - 905 294.35 288.27 CB - 906 295.55 289.58 CB - 907 296.75 289.69 CB - 908 296.74 CB - 907 CB - 910 289.49 288.74 288.24 CB - 910 297.15 CB - 916 CB - 911 291.79 289.96 289.46 CB - 911 296.06 CB - 912 290.40 290.15 CB - 912 295.09 CB - 913 290.84 290.65 CB - 913 295.11 DI - 914 291.20 291.00 CB - 916 301.65 CB - 917 296.77 296.63 CB - 917 306.93 CB - 918 302.22 301.97 CB - 918 311.48 CB - 925 306.96 306.80 CB-921 295.56 CB - 906 CB - 922 288.63 287.38 286.88 CB - 922 296.25 CB - 923 CB - 908 290.64 287.77 287.57 STRUCTURE RIM EL STRUCTURE IN INVERT IN INVERT OUT CB - 923 300.96 CB - 924 295.62 295.31 CB - 924 307.16 302.16 CB - 925 313.15 CB - 927 308.75 308.55 CB - 927 316.68 312.25 CB - 931 294.23 CB - 905 CB - 932 CB-921 287.96 287.21 286.21 285.71 CB - 932 295.47 CB - 939 CB - 933 290.57 290.32 289.82 CB - 933 301.06 CB - 934 CB - 938 296.10 296.35 296.10 CB - 934 306.48 CB - 937 CB - 935 301.82 302.43 301.57 CB - 935 315.77 CB - 936 CB - 979 310.74 310.81 310.74 CB - 936 315.60 310.90 CB - 937 306.95 302.63 CB - 938 301.40 296.51 CB - 939 295.84 291.39 CB - 942 293.72 CB - 904 CB - 943 CB - 931 287.40 285.76 285.15 284.95 CB - 943 298.83 CB - 944 293.37 292.87 CB - 944 304.94 CB - 945 300.18 300.00 CB - 945 309.42 CB - 946 304.43 304.18 CB - 946 311.41 306.05 CB - 949 292.08 CB - 952 282.74 282.54 CB - 951 295.85 290.72 CB - 952 292.05 CB - 953 CB - 951 283.36 286.63 282.86 STORM STRUCTURE TABLE STRUCTURE RIM EL STRUCTURE IN INVERT IN INVERT OUT CB -1003 320.30 CB -1010 CB -1003A CB -1004 314.33 314.61 308.38 307.88 CB -1003A 320.24 CB-1016 314.96 314.76 CB -1004 320.46 CB -1004A YI - 1005 315.87 312.06 308.62 CB -1004A 320.34 316.00 CB -1006 318.87 CB -1007 313.82 313.62 CB -1006A 318.88 CB -1006 CB -1009 313.59 313.54 313.09 CB -1007 320.19 CB -1008 315.37 315.17 CB -1008 323.25 318.11 CB -1009 321.96 315.00 CB-1010 320.84 CB-1011 315.71 315.21 CB-1011 321.66 CB-1012 316.59 316.39 CB-1012 321.81 CB-1013 317.33 317.08 CB-1013 321.81 CB- 1014 317.76 317.61 CB- 1014 324.04 CB- 1014A CB-1015 318.28 319.16 318.08 STORM STRUCTURE TABLE STRUCTURE RIM EL STRUCTURE IN INVERT IN INVERT OUT CB -1201 311.46 307.01 CB -1202 311.21 CB -1204 300.62 300.62 CB -1203 315.43 308.65 CB -1204 310.45 CB -1230 301.41 301.21 CB -1206 311.71 CB -1241 CB -1206A 299.25 305.33 299.05 CB -1206A 311.53 CB-1218 305.74 305.45 CB -1207 311.21 CB -1208 CB -1202 304.78 300.50 300.30 CB -1208 312.22 CB -1232A CB -1228A 305.16 306.12 305.12 CB -1209 315.81 CB-1210 CB -1209A 309.52 310.27 309.02 CB -1209A 315.60 311.16 CB-1210 318.24 CB -1239 CB-1211 313.02 310.22 310.22 CB-1211 320.75 CB-1212 CB -1234 311.44 314.66 310.94 CB-1212 322.65 CB-1213 312.20 312.00 CB-1213 323.97 CB- 1214 DI - 1237 312.80 316.40 312.60 CB- 1214 322.49 CB-1215 CB- 1214A 313.73 313.73 313.53 CB- 1214A 322.32 CB-1217 314.09 313.89 CB-1215 322.11 CB-1216 314.13 313.93 STORM STRUCTURE TABLE STRUCTURE RIM EL STRUCTURE IN INVERT IN INVERT OUT DI - 1237 321.12 CB -1238 316.86 316.66 DI - 1250 310.75 CB -1224A 301.99 301.79 DI - 1299 310.70 DI - 1299A 307.71 307.51 DI - 1299A 310.80 307.74 FES -1205 CB -1206 298.77 STRUCTURE RIM EL STRUCTURE IN INVERT IN INVERT OUT CB - 953 292.16 CB - 942 283.75 283.55 CB - 959 301.12 CB - 960 CB - 971 296.24 295.54 295.29 CB - 960 305.50 CB-961 299.62 299.14 CB-961 305.45 CB - 962 299.96 299.85 CB - 962 307.33 CB - 963 302.36 302.16 CB - 963 307.45 DI - 964 302.55 302.49 CB - 969 308.55 303.06 CB - 971 300.74 295.67 CB - 979 319.78 CB - 980 314.95 314.69 CB - 980 319.96 315.13 DI - 914 294.71 291.77 DI - 919 294.55 290.70 DI - 929 294.55 DI - 919 290.09 289.89 DI - 940 292.80 DI - 929 289.30 289.10 DI - 947 291.97 DI - 940 288.46 288.26 DI - 948 290.02 DI - 955 286.59 286.39 DI-954 288.93 DI-948 285.70 285.50 DI-955 290.89 DI-947 287.66 287.46 DI-956 291.75 284.76 280.90 280.70 DI-958 299.96 294.72 282.23 DI-964 306.71 303.24 302.96 302.71 STORM STRUCTURE TABLE STRUCTURE RIM EL STRUCTURE IN INVERT IN INVERT OUT CB- 1014A 323.95 318.52 CB-1015 326.26 CB- 1015A 320.77 320.57 CB- 1015A 326.23 321.24 CB-1016 321.25 CB- 1016A 316.11 315.91 CB- 1016A 321.26 316.50 CB-1017 316.48 CB-1018 311.59 307.81 CB-1018 318.56 CB-1019 312.98 312.73 CB-1019 318.57 313.59 313.40 318.58 314.00 313.86 319.82 315.14 DI - 1002 312.75 CB-1017 307.12 307.57 306.92 YI - 1005 309.62 317.75 DI - 1002 306.75 312.48 312.28 STORM STRUCTURE TABLE STRUCTURE RIM EL STRUCTURE IN INVERT IN INVERT OUT CB-1216 322.27 314.27 CB-1217 320.89 315.74 CB-1218 311.45 CB-1219 306.14 306.44 305.94 CB-1219 312.97 307.65 307.40 CB- 1219A 315.38 308.53 308.43 312.55 307.29 311.86 308.43 311.89 308.26 302.68 302.48 313.35 309.22 311.42 306.80 311.86 DI - 1230 308.40 306.70 303.07 312.34 306.95 306.95 306.75 312.23 306.53 306.28 311.86 302.96 302.76 313.40 307.91 310.45 DI - 1250 305.47 301.64 301.44 313.79 308.70 308.47 STRUCTURE RIM EL STRUCTURE IN INVERT IN INVERT OUT DI-956 280.44 DI-958 281.72 STORM SYSTEM DATA DOWNSTREAM STRUCTURE UPSTREAM STRUCTURE SIZE LENGTH SLOPE MATERIAL DOWNSTREAM INVERT UPSTREAM INVERT 0.50% RCP 308.38 308.62 CB-1010 1.27% RCP 314.33 315.21 0.50% RCP 314.61 314.76 CB-1016 1.28% RCP 314.96 315.91 YI - 1005 0.52% RCP 312.06 312.28 0.50% RCP 315.87 316.00 RCP 313.82 315.17 1.13% RCP 313.54 315.00 0.50% RCP 313.59 313.62 1.50% RCP 315.37 318.11 CB-1010 CB-1011 1.23% RCP 315.71 316.39 CB-1011 CB-1012 1.12% RCP 316.59 317.08 CB-1012 CB-1013 1.02% RCP 317.33 317.61 CB-1013 CB- 1014 0.60% RCP 317.76 318.08 STORM STRUCTURE TABLE STRUCTURE RIM EL STRUCTURE IN INVERT IN INVERT OUT 315.17 DI - 1232A 310.25 310.10 309.85 313.66 306.91 307.70 306.70 316.80 312.14 320.31 315.04 314.86 320.24 315.55 310.66 307.19 301.72 322.32 317.25 318.08 DI - 1235A 313.38 313.18 318.67 314.12 310.66 299.87 299.87 310.65 299.90 301.60 299.90 310.66 307.22 314.27 CB- 1219A 308.28 308.08 312.16 308.70 308.50 DI - 1230 312.28 DI - 1299 307.00 306.80 DI - 1232A 315.92 311.75 DI - 1235A 319.23 313.72 313.52 DOWNSTREAM STRUCTURE UPSTREAM STRUCTURE SIZE LENGTH SLOPE MATERIAL DOWNSTREAM INVERT UPSTREAM INVERT 0.50% 304.70 305.31 ADS - 966A 6.50% HDPE 305.46 306.85 3.85% HDPE 305.48 308.86 0.50% RCP 285.18 285.21 DI-954 0.50% RCP 284.99 285.50 0.50% RCP 282.34 282.54 0.64% RCP 289.49 289.69 0.50% RCP 288.74 289.46 3.96% RCP 291.79 296.63 0.50% RCP 289.96 290.15 0.50% RCP 290.40 290.65 15" 0.50% RCP 290.84 291.00 DI-914 15" 0.50% RCP 291.20 291.77 18" 4.57% RCP 296.77 301.97 15" 3.63% RCP 302.22 306.80 15" 2.09% RCP 306.96 308.55 15" 3.08% RCP 288.63 289.58 30" 0.50% RCP 287.38 287.57 30" 0.50% RCP 287.77 288.24 18" 3.74% RCP 290.64 295.31 18" 4.75% RCP 295.62 302.16 15" 2.40% RCP 308.75 312.25 STORM SYSTEM DATA DOWNSTREAM STRUCTURE UPSTREAM STRUCTURE SIZE LENGTH SLOPE MATERIAL DOWNSTREAM INVERT UPSTREAM INVERT CB- 1014 CB- 1014A 15" 0.50% RCP 318.28 318.52 CB- 1014 CB-1015 15" 1.49% RCP 319.16 320.57 CB-1015 CB- 1015A 15" RCP 320.77 321.24 CB-1016 CB- 1016A 1.00% RCP 316.11 316.50 CB-1017 CB-1018 1.10% RCP 311.59 312.73 CB-1018 CB-1019 15" 1.04% RCP 312.98 313.40 CB-1019 15" 0.99% RCP 313.59 313.86 15" 2.90% RCP 314.00 315.14 DI - 1002 CB-1017 24" 1.12% RCP 307.57 307.81 DI - 1002 36" 0.50% RCP 307.12 307.88 DI - 1002 36" RCP 306.75 306.92 YI - 1005 24" 0.50% RCP 312.48 313.09 STORM SYSTEM DATA DOWNSTREAM STRUCTURE UPSTREAM STRUCTURE SIZE LENGTH SLOPE MATERIAL DOWNSTREAM INVERT UPSTREAM INVERT 24" RCP 300.62 301.21 18" 0.50% RCP 301.41 301.44 24" 0.50% RCP 305.33 305.45 48" 0.50% RCP 299.25 299.87 CB-1218 24" 0.50% RCP 305.74 305.94 24" 0.50% RCP 300.50 300.62 30" 0.50% RCP 304.78 305.12 18" 0.50% RCP 306.12 306.28 30" 1.90% RCP 305.16 306.70 CB-1210 24" 0.50% RCP 309.52 310.22 15" 2.82% RCP 310.27 311.16 CB-1210 18" 0.52% RCP 313.02 313.18 CB-1210 CB-1211 24" 0.50% RCP 310.22 310.94 CB-1211 CB-1212 18" 0.50% RCP 311.44 312.00 CB-1211 15" 0.50% RCP 314.66 314.86 CB-1212 CB-1213 18" 0.50% RCP 312.20 312.60 CB-1213 CB- 1214 18" 0.50% RCP 312.80 313.53 CB-1213 DI - 1237 15" 0.50% RCP 316.40 316.66 CB- 1214 CB- 1214A 15" 0.50% RCP 313.73 313.89 CB- 1214 CB-1215 18" 0.50% RCP 313.73 313.93 DOWNSTREAM STRUCTURE UPSTREAM STRUCTURE SIZE LENGTH SLOPE MATERIAL DOWNSTREAM INVERT UPSTREAM INVERT 36" 0.50% RCP 286.21 286.88 24" 6.19% RCP 287.21 289.82 15" 0.91% RCP 287.96 288.27 18" 4.64% RCP 290.32 296.10 15" 2.48% RCP 290.57 291.39 15" 0.50% RCP 296.35 296.51 18" 4.54% RCP 296.10 301.57 15" 2.38% RCP 301.82 302.63 15" 3.92% RCP 302.43 310.74 15" 2.72% RCP 310.81 314.69 15" 0.50% RCP 310.74 310.90 42" 0.50% RCP 285.15 285.71 24" 6.12% RCP 285.76 292.87 15" 0.50% RCP 287.40 287.69 18" 5.43% RCP 293.37 300.00 18" 2.86% RCP 300.18 304.18 15" 3.02% RCP 304.43 306.05 48" 0.50% RCP 282.74 282.86 42" 0.50% RCP 283.36 283.55 15" 3.35% RCP 286.63 290.72 42" 1.18% RCP 283.75 284.95 15" 0.50% RCP 295.54 295.67 STORM SYSTEM DATA DOWNSTREAM STRUCTURE UPSTREAM STRUCTURE SIZE LENGTH SLOPE MATERIAL DOWNSTREAM INVERT UPSTREAM INVERT CB- 1214A CB-1217 15" 2.50% RCP 314.09 315.74 CB-1215 CB-1216 18" 0.50% RCP 314.13 314.27 CB-1218 CB-1219 18" 0.84% RCP 306.44 307.40 CB-1218 15" 3.23% RCP 306.14 307.01 CB-1219 15" 0.50% RCP 307.65 308.08 CB- 1219A 15" 0.50% RCP 308.53 308.65 15" RCP 302.68 302.76 15" 0.50% RCP 308.26 308.50 15" 0.50% RCP 308.40 308.43 DI - 1230 15" 0.50% RCP 306.70 306.80 15" 1.00% RCP 306.95 307.29 15" 1.17% RCP 306.95 307.91 15" 0.50% RCP 306.53 306.75 15" RCP 302.96 303.07 DI - 1250 18" 0.50% RCP 301.64 301.79 15" 133.35' RCP 305.47 306.80 18" 101.96' 1.13% RCP 308.70 309.85 15" 130.72' 1.56% RCP 310.10 312.14 DI - 1232A 15" 3.88% RCP 310.25 311.75 18" 2.51% RCP 307.70 308.47 DOWNSTREAM STRUCTURE UPSTREAM STRUCTURE SIZE LENGTH SLOPE MATERIAL DOWNSTREAM INVERT UPSTREAM INVERT 18" 116.31' 2.50% RCP 296.24 299.14 18" RCP 299.62 299.85 18" 5.77% RCP 299.96 302.16 18" 0.50% RCP 302.36 302.49 DI-964 18" 0.50% RCP 302.55 302.71 15" 0.50% RCP 314.95 315.13 DI-929 15" 121.49' 0.50% RCP 290.09 290.70 DI-940 DI-929 15" 118.58' 0.50% RCP 289.30 289.89 DI-947 DI-940 15" 119.66' 0.53% RCP 288.46 289.10 DI-948 DI-955 15" 1.97% RCP 286.59 287.46 DI-954 DI-948 15" 1.30% RCP 285.70 286.39 DI-955 DI-947 15" 120.27' 0.50% RCP 287.66 288.26 DI-956 15" 0.50% RCP 284.76 284.98 60" RCP 280.90 281.34 DI-958 18" 114.92' 0.50% RCP 294.72 295.29 DI-964 12" 1.39% HDPE 303.24 304.53 DI-964 15" 0.50% RCP 302.96 303.06 DI-956 60" 0.50% RCP 280.44 280.70 DI-958 18" 0.53% RCP 281.72 282.23 STORM SYSTEM DATA DOWNSTREAM STRUCTURE UPSTREAM STRUCTURE SIZE LENGTH SLOPE MATERIAL DOWNSTREAM INVERT UPSTREAM INVERT 30" 117.29' RCP 306.91 309.02 15" 102.78' 0.50% RCP 315.04 315.55 15" 5.25' 0.50% RCP 307.19 307.22 DI - 1235A 15" 0.50% RCP 313.38 313.52 48" 6.12' 0.50% RCP 299.87 299.90 15" 0.50% RCP 301.60 301.72 48" 0.50% RCP 299.90 300.30 CB- 1219A 15" 0.50% RCP 308.28 308.43 15" 0.50% RCP 308.70 309.22 DI - 1230 DI - 1299 15" 101.73' 0.50% RCP 307.00 307.51 DI - 1235A 15" 0.50% RCP 313.72 314.12 DI - 1237 15" 0.50% RCP 316.86 317.25 DI - 1250 18" 0.50% RCP 301.99 302.48 DI - 1299 DI - 1299A 15" 0.50% RCP 307.71 307.74 48" 0.50% RCP 298.77 299.05 NOTES: 1. RCP SHALL BE A MINIMUM CLASS III. 2. LENGTH INCLUDES FES LENGTH. 3. DBCB REFERS TO DOUBLE CATCH BASIN. 4. PIPES NOTED WITH A* SHALL BE 0-RING AND WATER TIGHT. cu c oLn ozu ,(1) > Lnp ft) rac CU cuw tan • 115 MacKenan Drive 1 Cary, NC 27511 1 t: 919.469.3340 1 license #: C-0832 1 www.withersravenel.com 0 Lu Lc) 0 HOLLY SPRINGS, NORTH CAROLINA Lil ca Lil ce 0 Job No. 02190372.10 Drawn By WR Date 11/05/2020 Designer WR CARO v...1:146,:11.•11 • ...................... Revisions PER TONS COMMENTS 2021.03.08 PER TONS COMMENTS 2021.04.14 PER TONS COMMENTS 2021.05.12 PER TOHS COMMENTS 2021.06.09 Sheet No. C4.9 K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\C4.8-4.10 STORM TABLES.dwg- Thursday, June 17, 2021 10:51:55 AM - PIATEK NUNEZ, ZENON WithersRavenel Engineers Planners I Surveyors 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.3340 I license #: C-0832 I www.withersravenel.com STORM STRUCTURE TABLE NOTES: STORM SYSTEM DATA 1. RCP SHALL BE A MINIMUM CLASS III. STRUCTURE RIM EL STRUCTURE IN INVERT IN INVERT OUT DOWNSTREAM UPSTREAM DOWNSTREAM UPSTREAM 2. LENGTH INCLUDES FES LENGTH. CB - 2061 318.18 313.17 STRUCTURE STRUCTURE SIZE LENGTH SLOPE MATERIAL INVERT INVERT 3. DBCB REFERS TO DOUBLE CATCH BASIN. FES - 2050 297.26 JB - 2051 293.85 FES - 2050 JB - 2051 30" 128.41' 0.50% RCP 293.85 294.49 4. PIPES NOTED WITH A* SHALL BE 0-RING AND WATER TIGHT. FES - 2060 314.44 CB - 2061 312.92 FES - 2060 CB - 2061 15" 21.48' 1.14% RCP 312.92 313.17 HW - 2031 JB - 2032 273.92 HW - 2031 JB - 2032 30" 87.11' 0.50% RCP 273.92 274.36 JB - 2032 JB - 2033 274.56 274.36 JB - 2032 JB - 2033 30" 251.68' 0.50% RCP 274.56 275.82 JB - 2033 YI - 2034 276.02 275.82 JB - 2033 YI - 2034 30" 60.77' 1.00% RCP 276.02 276.62 JB - 2051 JB - 2052 298.39 294.49 JB - 2051 JB - 2052 30" 217.13' 0.50% RCP 298.39 299.47 BYPASS JB - 2052 313.83 JB - 2053 299.67 299.47 JB - 2052 JB - 2053 30" 56.22' 0.50% RCP 299.67 299.96 JB - 2053 314.72 JB - 2054 300.16 299.96 JB - 2053 JB - 2054 30" 92.33' 0.50% RCP 300.16 300.62 JB - 2054 313.62 JB - 2055 300.82 300.62 JB - 2054 JB - 2055 30" 254.80' 0.50% RCP 300.82 302.09 JB - 2055 313.72 YI - 2056 302.29 302.09 JB - 2055 YI - 2056 30" 19.95' 5.00% RCP 302.29 303.29 YI - 2034 284.50 276.62 YI - 2056 311.10 303.29 CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA STRUCTURE TABLE � INORSTORM STORM SYSTEM DATA `10 STRUCTURE RIM EL STRUCTURE IN INVERT IN INVERT OUT DOWNSTREAM UPSTREAM SIZE LENGTH SLOPE MATERIAL DOWNSTREAM UPSTREAM i� I - FES-2008 297.38 STRUCTURE STRUCTURE INVERT INVERT I i l� e FES - 2080 FES - 2081 15" 37.11' 1.35% RCP 306.00 306.50 J�� FES-2009 FES-2008 296.76 : Ati FES-2009 FES-2008 18" 24.48' 2.52 /° RCP 296.76 297.38 9'___IFES C ULVERTS FES - 2080 FES - 2081 306.00 I - 2081 306.50 1O ■ ` ___.,1, $111 ifir op 41-ftr 0 II ii 4_ r, 4C----- CO-Sci 12 - - a,.' ° t ff.--) Al-- STORM STRUCTURE TABLE STORM SYSTEM DATA 0 , STRUCTURE RIM EL STRUCTURE IN INVERT IN INVERT OUT DOWNSTREAM SIZE LENGTH SLOPE MATERIAL DOWNSTREAM UPSTREAM i �� _ FES 6 RISER 6 262.50 STRUCTURE STRUCTURE INVERT INVERT � FES 7 RISER 7 278.50 FES 6 RISER 6 30" 55.49' 0.90% RCP 262.50 263.00 f� ib" S C .� .._ FES 8 RISER 8 282.00 FES 7 RISER 7 30" 55.14' 1.81% RCP 278.50 279.50 ), STORM DRAINAGE TABLES FES 8 RISER 8 42" 53.88' 0.93% RCP 282.00 282.50 FES 9 RISER 9 274.50 �� FES 9 RISER 9 42" 60.44' 1.65% RCP 274.50 275.50 FES 10 RISER 10 276.25 FES 10 RISER 10 30" 82.06' 0.91% RCP 276.25 277.00�_/ 0 UTLETS FES 12 RISER 12 282.00 �� _ FES 12 RISER 12 30" 61.35' 1.63% RCP 282.00 283.00 4 RISER 6 269.00 263.00 �� RISER 7 287.00 279.50 i '..... RISER 8 287.50 282.50 A 1 3 RISER 9 284.25 275.50 --\-- O .17# RISER 10 286.50 277.00 RISER 12 290.00 283.00 (� I(11:1111HIMIti_ r , «21,to ow 11.' DITCH CSUMMARY DESIGN MMARY �� ►fl1tt 'A z 5 "''� 10YR DESIGN 100YR DEPTH CHECK G 1,) P *DEPTH AND VELOCITY FROM FLOWMASTER - 1 `� _ -_= r' " 14 ., �1 �00-4 DITCH SECTION DA C i10 Q10 SLOPE SIDE SLOPE DEPTH VELOCITY LINER i100 Q100 DEPTH i// (� M�111 A 0.31 0.7 7.36 1.6 3.3% 3:1 0.42 3.06 GRASS 9.19 2.0 0.45 t '-� 1 B 0.27 0.7 7.36 1.4 3.1% 3:1 0.40 2.89 GRASS 9.19 1.7 0.43 - i�l- r 1 C 0.25 0.7 7.36 1.3 3.1% 3:1 0.39 2.84 GRASS 9.19 1.6 0.42 - 1�I+, ` 1 D 0.19 0.7 7.36 1.0 2.0% 3:1 0.38 2.25 GRASS 9.19 1.2 0.41 AIM III 1 E 0.33 0.7 7.36 1.7 2.0% 3:1 0.47 2.57 GRASS 9.19 2.1 0.51 i-i-I l-' 2 A 0.17 0.7 7.36 0.9 2.0% 3:1 0.37 2.19 GRASS 9.19 1.1 0.40 All � 2 �,,, 2 B 0.15 0.7 7.36 0.8 2.0% 3:1 0.35 2.13 GRASS 9.19 1.0 0.38 INN �� Job No. 02190372.10 Drawn By WR 2 C 0.26 0.7 7.36 1.3 3.1% 3:1 0.39 2.84 GRASS 9.19 1.7 0.43 +�' 1 y� ,�- ' Date 11/05/2020 Designer wR 2 D 0.27 0.7 7.36 1.4 3.1% 3:1 0.40 2.89 GRASS 9.19 1.7 0.43 '- _�� 2 E 0.27 0.7 7.36 1.4 3.1% 3:1 0.40 2.89 GRASS 9.19 1.7 0.43 'INN t. 2 F 0.2 0.7 7.36 1.0 2.0% 3:1 0.38 2.25 GRASS 9.19 1.3 0.42 �1 � 030.620.77.363.22.4%3:10.573.23GRASS9.194.00.63 �``�,`0� ........ ��'�� ` �;.Q�pEESSIQ„�l 9 '' • SEAL •V. = 028892 • '',, �••.;NGINE�•••� ''�, ��Rqi M�►� �;�`` 2 G 0.28 0.7 7.36 1.4 2.0/ 3:1 0.44 2.45 GRASS 9.19 1.8 0.48 111111101 �1�1 �1� 4 A 2.6 0.3 7.36 5.7 8.1% 3:1 0.48 2.70 RIP RAP 9.19 7.2 0.54 lj'■ INC 4 B 2.6 0.3 7.36 5.7 2.0% 3:1 0.69 1.64 RIP RAP 9.19 7.2 0.77 �i 4 C 2.6 0.3 7.36 5.7 12.5% 3:1 0.12 14.82 RIP RAP 9.19 7.2 0.13 ,� ' - 5 0.32 0.7 7.36 1.6 7.8% 3:1 0.39 4.46 GRASS 9.19 2.1 0.39� ,, 6 A 0.39 0.7 7.36 2.0 2.0% 3:1 0.50 2.68 GRASS 9.19 2.5 0.54 6 B 0.17 0.7 7.36 0.9 2.0% 3:1 0.37 2.19 GRASS 9.19 1.1 0.40 / ' • // 7 A 0.17 0.7 7.36 0.9 2.0% 3:1 0.37 2.19 GRASS 9.19 1.1 0.40 7 B 0.26 0.7 7.36 1.3 2.0% 3:1 0.42 2.41 GRASS 9.19 1.7 0.47li° r / Revisions 7 C 0.18 0.7 7.36 0.9 2.0% 3:1 0.37 2.19 GRASS 9.19 1.2 0.41 �� 1 PER TORS COMMENTS 2021.03.08 7 D 0.18 0.7 7.36 0.9 2.0% 3:1 0.37 2.19 GRASS 9.19 1.2 0.41 �. 7 E 0.18 0.7 7.36 0.9 2.0% 3:1 0.37 2.19 GRASS 9.19 1.2 0.41 \� 2 PER TORS COMMENTS 2021.04.14 7 F 0.28 0.7 7.36 1.4 2.0% 3:1 0.44 2.45 GRASS 9.19 1.8 0.48 j1 8 A 0.22 0.7 7.36 1.1 4.2% 3:1 0.35 3.05 GRASS 9.19 1.4 0.38 3 PER TOHS COMMENTS 2021.05.12 8 B 0.41 0.7 7.36 2.1 2.0% 3:1 0.51 2.71 GRASS 9.19 2.6 0.55 4 PER TORS COMMENTS 2021.06.09 9 A 0.18 0.7 7.36 0.9 4.1% 3:1 0.32 2.87 GRASS 9.19 1.2 0.36 9 B 0.17 0.7 7.36 0.9 2.4% 3:1 0.36 2.35 GRASS 9.19 1.1 0.39 0 9 C 0.11 0.7 7.36 0.6 2.0% 3:1 0.32 1.98 GRASS 9.19 0.7 0.34 10 A 0.49 0.7 7.36 2.5 2.0% 3:1 0.54 2.83 GRASS 9.19 3.2 0.60 10 B 0.31 0.7 7.36 1.6 2.0% 3:1 0.46 2.53 GRASS 9.19 2.0 0.50 11 A 0.44 0.7 7.36 2.3 2.0% 3:1 0.53 2.77 GRASS 9.19 2.8 0.57 11 B 0.27 0.7 7.36 1.4 2.4% 3:1 0.42 2.62 GRASS 9.19 1.7 0.45 12 A 0.6 0.25 7.36 1.1 1.2% 3:1 0.19 1.61 GRASS 9.19 1.4 0.22 �. WithersRavenel 12 B 4.6 0.25 7.36 8.5 1.3% 3:1 0.46 4.20 GRASS 9.19 10.6 0.52 CAROLINA SPRINGS PH 1-5 PHASE 1-5 DITCH KEY 1/ Engin_ Hers Surveyors 13 0.34 0.85 7.36 2.1 17.7% 3:1 0.48 3.00 RIP RAP 9.19 2.7 0.53 115 Ma c ran Drive I Cary, NC 27511 Sheet C4.1 No. 0 14 7.36 2.0% 1.89 t: 919.469.3340 1 license #: C-0832 1 www.withersravenel com 0.13 0.5 0.5 3:1 0.30 GRASS 9.19 0.6 0.32 1 15 A 2.78 0.25 7.36 5.1 3.0% 3:1 0.35 3.60 GRASS 9.19 6.4 0.40 15 B 3.95 0.25 7.36 7.3 1.3% 3:1 0.53 2.98 GRASS 9.19 9.1 0.60 Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan \C5.0-5.8 PRE -EROSION CONTROL PLANS.dwg- Tuesday, June 22, 2021 12:53:48 PM - WAGNER, DILLON K:\19\19-0370\190372.10-L CONSTRUCTION SEQUENCE Imo WiLhersRavenel Engineers I Planners I Surveyors 115 MacKenan Drive 1 Cary, NC 27511 I t: 919.469.3340 I license #: C-0832 I www.withersravenel.com NARRATIVE: SEED BED PREPARATION: 1. ALL LAND DISTURBING ACTIVITIES SHALL BE CONDUCTED IN ACCORDANCE WITH SEDIMENTATION AND EROSION CONTROL STANDARDS AND PRACTICES PRESCRIBED BY THE TOWN OF HOLLY SPRINGS. A PRECONSTRUCTION MEETING WITH THE 1. PROJECT DESCRIPTION TOHS INSPECTOR AND ENVIRONMENTAL SPECIALIST WILL BE REQUIRED BEFORE BEGINNING ANY CONSTRUCTION. THE PURPOSE OF THE PROJECT IS TO CONSTRUCT CAROLINA SPRINGS PHASE 1. 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, WITH STOCKPILED TOPSOIL. CONTRACTOR SHALL RESERVE SUFFICIENT TOPSOIL FOR SEEDBED PREPARATION. 2. FLAG PROPERTY LINES, EASEMENTS, BUFFERS, AND TREE PROTECTION AREAS. CONTACT THE TOWN OF HOLLY SPRINGS 2. PERMANENT STABILIZATION 2. RIP THE ENTIRE AREA TO 6 INCH DEPTH. PLANNING DEPARTMENTS CODE ENFORCEMENT OFFICER TO OBTAIN APPROVAL FOR TREE PROTECTION FENCING ALL AREAS DISTURBED BY CONSTRUCTION WILL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISH 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. RESTORATION OF WETLAND AREAS - SPECIAL REQUIREMENTS: LOCATIONS. GRADING. SEEDING WILL CONSIST OF GRASSES TYPICAL OF THE AREA AND INSPECTION AND MAINTENANCE PERFORMED TO 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPER -PHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE BELOW*). CONFIRM ESTABLISHMENT. A. BOUNDARIES OF WETLANDS TO BE RESTORED WILL BE STAKED IN THE FIELD BY A LICENSED SURVEYOR TO ENSURE THAT 3. INSTALL CONSTRUCTION ENTRANCE#1, SILT FENCE, SKIMMER BASINS, STONE DRAINS, AND OTHER MEASURES AS SHOWN 5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. THE DISTURBED WETLANDS ARE RESTORED IN THEIR ENTIRETY. ON THE DRAWINGS. CLEAR ONLY AS REQUIRED TO INSTALL THESE DEVICES. 3. PLANNED EROSION AND SEDIMENTATION CONTROL PRACTICES 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. B. ALL FILL PLACED WITHIN THE WETLAND AREAS SHALL BE REMOVED AND EXCAVATED DOWN TO NATIVE SOILS. 4. INSTALL TEMPORARY STREAM CROSSINGS USING BRIDGE MATS. A. STOCKPILES 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. C. LOGGING MATS AND STEEL PLATES WITHIN WETLAND AREAS SHALL BE REMOVED PRIOR TO FINAL GRADING. STOCKPILES WILL BE USED WHEN THE STORAGE OF EXCESS FILL MATERIAL IS NECESSARY. THE CONTRACTOR WILL BE 5. BEGIN LIMITED CLEARING AND GRUBBING ACTIVITIES AS DIRECTED BY THE OWNER. RESPONSIBLE FOR LOCATIONS OF ALL STOCKPILES AND ALL ADDITIONAL SEDIMENT AND EROSION CONTROLS MEASURERS 8• INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. D. WETLAND AREAS SHALL BE RESTORED TO NATURAL GRADE AS SHOWN ON SHEET C1.0. TOPOGRAPHIC SURVEY DATA REQUIRED. STOCKPILES SHOULD BE STABILIZED AND/OR SURROUNDED WITH SEDIMENT FENCE TO PREVENT RUNOFF. IF STAND IS LESS THAN 60% ESTABLISHED, THE ENTIRE AREA SHALL BE RESEEDED ACCORDING TO SPECIFICATIONS USING COLLECTED BY WITHERSRAVENEL DURING THE DESIGN PHASE OF THE PROJECT WILL BE USED TO DETERMINE THE 6. INSTALL TEMPORARY BYPASS CHANNELS PER C7.9 AND INSTALL CULVERTS PER PLANS. ESTABLISH FINISHED GRADE ONCE THE ORIGINAL LIME, FERTILIZER AND SEEDING RATES. NATURAL GRADE OF THE RESTORED WETLANDS. DURING GRADING ACTIVITIES, THE CONTRACTOR SHALL HAVE A SURVEY THE CULVERTS ARE INSTALLED. B. CONSTRUCTION ENTRANCES 9. CONSULT A CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS CREW ON SITE TO ENSURE THAT THE FINISHED GRADE OF THE RESTORED WETLANDS MATCHES THE PRE -CONSTRUCTION 7. BEGIN CONSTRUCTION AND INSTALLATION OF UTILITY LINE(S). CONSTRUCTION ENTRANCES WILL BE PROVIDED TO REDUCE EROSION OF SEDIMENT INTO WETLANDS AND WATERWAYS ESTABLISHED. CONTOURS WITHIN THE DISTURBED WETLANDS. CAUSED BY HEAVY TRUCKS AND MACHINERY ENTERING AND LEAVING THE PROJECT SITE. THIS PRACTICE ALSO PLAYS AN E. GRADING WITHIN WETLAND AREAS SHALL USE ONLY NATIVE WETLAND SOILS. OFFSITE FILL WILL NOT BE USED TO ASSIST 8. INSTALL TEMPORARY CREEK CROSSINGS AS SHOWN ON PLANS AND AS DESCRIBED IN STREAM UTILITY CROSSING IMPORTANT ROLE IN COMMUNITY PERCEPTION OF THE PROJECT BY MINIMIZING THE DIRT AND MUD THAT IS TRACKED ONTO *APPLY:AGRICULTURAL LIMESTONE - 2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS) FERTILIZER -1,000 LB/ACRE - WITH GRADING EFFORTS. PROCEDURES. ALL IN -STREAM CONSTRUCTION ACTIVITY SHOULD TAKE PLACE IN GOOD WEATHER CONDITIONS. BYPASS STREETS.EXISTING WOODFIELD DEAD END ROAD WILL NEED TO REMAIN ACCESSIBLE AT ALL TIMES TO ALLOW PROPERTY 10-10-10 OWNERS TO THE NORTH CONTINUED ACCESS. SEE C5.9 FOR ADDITIONAL INFORMATION. F. SURFACE WATER CONTROL MEASURES TO BE INSTALLED PRIOR TO THE BEGINNING OF ANY WORK. PUMPING PIPING SHALL BE CONSIDERED INCIDENTAL IF REQUIRED DURING CONSTRUCTION. SUPER -PHOSPHATE - 500 LB/ACRE - 20% ANALYSIS MULCH - 2 TONS/ACRE - SMALL GRAIN STRAW A. INSTALL PUMPS UPSTREAM OF TEMPORARY STREAM CROSSING AND PUMP TO AREA DOWNSTREAM OF CONSTRUCTION C. SILT FENCE ANCHOR - ASPHALT EMULSION @ 300 GALS/ACRE G. AREAS TO BE SEEDED SHALL BE RIPPED APPROXIMATELY 6" DEEP. TOTAL SEEDBED PREPARED DEPTH SHALL BE 6" TO 8" AREA. BEGIN PUMPING AND CONTINUE PUMPING WHILE WORKING WITHIN THE STREAM. SEDIMENT FENCE WILL BE CONSTRUCTED AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING DITCHES AND DEEP. B. INSTALL UPSTREAM DAM AND DOWNSTREAM DAM WITH POLYETHYLENE FACING. ADJACENT WATERWAYS. H. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE SO THAT THEY WILL NOT INTERFERE WITH ESTABLISHMENT AND MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION, AT C. INSTALL EARTH BERMS ALONG TOP OF BANK ON EACH SIDE OF STREAM IN THE CONSTRUCTION AREA. D. SILT FENCE OUTLETS/STONE DRAINS FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH. D. INSTALL SEDIMENT FILTER BAG AT TOP OF BANK. DEWATER CONSTRUCTION AREA BETWEEN STONE DAM USING THE SILT FENCE OUTLETS SHALL BE INSTALLED ALONG THE SILT FENCE AT LOCATIONS WHERE SIGNS OF CONCENTRATED FLOW I. UPON SUCCESSFUL RESTORATION OF THE NATURAL CONTOURS OF THE DISTURBED WETLANDS, THE DISTURBED WETLAND FILTER BAG. OCCUR AND WILL BE FIELD ADJUSTED AS REQUIRED. THE STONE DRAINS ARE USED TO LET WATER TRAPPED BEHIND THE AREAS SHALL BE SEEDED WITH NATIVE HERBACEOUS WETLAND SPECIES TO PROVIDE STABILIZATION UNTIL NATURAL SILT FENCE TO ESCAPE DOWNSTREAM HELPING TO PREVENT THE WEIGHT OF DETAINED WATER FROM COLLAPSING THE RECRUITMENT DIVERSIFIES THE VEGETATION COMPOSITION OF THESE AREA. THE DISTURBED WETLANDS WILL BE SEEDED E. INSTALL THE NEW PIPELINE. SILT FENCE AND ALLOWING TRAPPED SEDIMENT TO ENTER ADJACENT PROPERTY, WETLANDS, AND WATERWAYS. WITH A WETLAND SEED MIXTURE CONSISTING OF THE FOLLOWING SPECIES AND APPLICATION RATES: F. UPON CONSTRUCTION COMPLETION, REMOVE TEMPORARY DAMS, POLYETHYLENE, AND TEMPORARY CMP, DEPRESS E. EROSION CONTROL MATTING TEMPORARY DAM BOTTOMS INTO STREAM BED UNTIL TOP OF RIP RAP IS LEVEL WITH STREAM BOTTOM. SEEDING AND MULCHING: EROSION CONTROL MATTING SHALL BE USED ON DISTURBED DITCHES AND SWALES. MATTING IS INTENDED TO STABILIZE I ' CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA SEEDING MIXTURE SPECIES BOTANICAL NAME APPLICATION RATE G. INSTALL RIP RAP TO STABILIZE STREAM BANKS. SOIL ON DISTURBED SLOPES WHILE HOLDING SEED AND MULCH IN PLACE ALLOWING VEGETATION TO BECOME SOFT RUSH JUNCUS EFFUSUS 2.5 LBS / ACRE H. REMOVE TEMPORARY EARTH BERM AND SEDIMENT BAGS AND STABILIZE AREAS AS INDICATED ON DRAWINGS. ESTABLISHED. DEPENDING UPON THE SLOPE AND DEPTH OF ANTICIPATED RUNOFF, DIFFERENT MATTING TYPES MAY BE SEEDING AND MULCHING SHALL BE CARRIED OUT IMMEDIATELY BEHIND CONSTRUCTION IN ACCORDANCE WITH THE FOLLOWING NECESSARY FOR DIFFERENT APPLICATIONS. SPECIFICATIONS: SMART WEED POLYGONUM PENSYLVANICUM 2 LBS / ACRE LIZARD'S TAILS AURURUS CERNUS 2 LBS / ACRE 9. BEGIN EXCAVATION AND TRENCHING ACTIVITIES ONLY AFTER ALL REQUIRED EROSION CONTROL MEASURES HAVE BEEN F. EROSION CONTROL STONE SHOULDERS, SIDE DITCHES, SLOPES (3:1 MAX.) RYE GRAIN SECALE CEREALE 40 LBS / ACRE INSTALLED EROSION CONTROL STONE SHALL BE USED ON DISTURBED CREEK AND STREAM CROSSINGS. EROSION CONTROL STONE IS DATE TYPE PLANTING/ACRE (USED AS FILLER TO INCREASE SEED DISPERSION) INTENDED TO STABILIZE SIDES AND BOTTOMS ON DISTURBED CREEK AND STREAM CROSSINGS WHILE ALLOWING 10. STOCKPILE TOPSOIL AND SUITABLE FILL MATERIAL. INSTALL SILT FENCE AROUND STOCKPILE AREAS. DISPOSE OF VEGETATION TO BECOME ESTABLISHED. DEPENDING UPON THE SLOPE AND DEPTH OF ANTICIPATED RUNOFF, DIFFERENT AUG 15 - NOV 1 TALL FESCUE 300 LBS UNSUITABLE SOILS AND ALL OTHER WASTE MATERIALS OFF -SITE IN A LEGAL MANNER. THE CONTRACTOR WILL BE GRADES OF EROSION CONTROL STONE MAY BE NECESSARY FOR DIFFERENT APPLICATIONS. NOV 1 - MAR 1 TALL FESCUE 8,ABRUZZI RYE 300 LBS. J. WETLAND AREAS SHALL BE COVERED WITH A 100% BIODEGRADABLE "JUTE" TYPE EROSION CONTROL NETTING OR EQUAL RESPONSIBLE FOR LOCATIONS OF ALL STOCKPILES AND ALL ADDITIONAL SEDIMENT AND EROSION CONTROLS MEASURERS G. TEMPORARY STREAM CROSSINGS MAR 1 - APR 15 TALL FESCUE 300 LBS. INSTALLED PER MANUFACTURER DIRECTIONS. REQUIRED. TEMPORARY STREAM CROSSINGS ARE CONSTRUCTED WHERE CONSTRUCTION EQUIPMENT WILL HAVE TO CROSS THE APR 15 JUNE 30 HULLED COMMON BERMUDA GRASS 25 LBS. EXISTING WATERCOURSE ADJACENT TO THE UTILITY LINE. THIS PRACTICE WILL PROVIDE FOR EROSION AND SEDIMENT JULY 15 - AUG 15 TALL FESCUE AND 35 LBS. 11. BACKFILL AND ESTABLISH FINISHED GRADE IMMEDIATELY AFTER PIPES HAVE BEEN INSTALLED. CONTROL AS WELL AS REDUCE THE LIKELIHOOD OF EQUIPMENT BEING IMPACTED IN STREAMBEDS. *** BROWN TOP MILLET OR H. SEEDING, FERTILIZING, AND MULCHING *** SORGHUM-SUDAN HYBRIDS 12. GROUNDCOVER SHALL BE PROVIDED IN ACCORDANCE TO THE GROUND STABILIZATION CHART. SEEDING, FERTILIZING, AND MULCHING ARE A PERMANENT FORM OF EROSION CONTROL. GROUNDCOVER SHALL BE PROVIDED WITHIN 14 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING. PERMANENT GROUNDCOVER SLOPES (3:1 TO 2:1) EROSION CONTROL SELF INSPECTION: 13. CONTRACTOR TO CONDUCT A WEEKLY SITE INSPECTION, AFTER EACH RAINFALL EVENT IN EXCESS OF z-INCH AND PERFORM SHALL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 14 CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION DATE TYPE PLANTING/ACRE NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF -INSPECTION PROGRAM: ANY NECESSARY MAINTENANCE, ACTIVITIES. MAR 1 - JUNE 1 SERICEA LESPEDEZA (SCARIFIED) AND 50 LBS. MAR 1 APRIL 15 ADD TALL FESCUE AND 120 LBS. THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED 14. MAINTENANCE CONSISTS OF REMOVING SEDIMENT FROM CHECK DAMS AND FROM BEHIND SILT FENCES, MAKE NECESSARY MAR 1 - JUNE 30 ADD WEEPING LOVE GRASS OR 10 LBS. EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE REPAIRS AS DIRECTED BY INSPECTOR, OWNER, OR ENGINEER. MAR 1 - JUNE 30 ADD HULLED COMMON BERMUDA GRASS 25 LBS. INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. THE SELF -INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY JUNE 1 - SEP 1 *** TALL FESCUE AND 120 LBS. SELF -MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE 15. THE CONTRACTOR SHALL FAITHFULLY MAINTAIN ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND TAKE ALL *** BROWN TOP MILLET OR 35 LBS. SELF -INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES PRECAUTIONARY MEASURES NECESSARY TO ENSURE THAT NO SILT LEAVES THE PROJECT SITE AND ENTERS ANY NATURAL ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS MUST BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND STREAM OR WATERWAY AND MAINTAIN EROSION AND SEDIMENTATION CONTROL MEASURES UNTIL PERMANENT GROUND EROSION CONTROL NOTES: *** SORGHUM-SUDAN HYBRIDS 30 LBS. CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH NCGS 113A-54.1 AND 15A NCAC 46.0131. COVER IS ESTABLISHED. 1. RECEIVING WATERSHED: CAPE FEAR RIVER SEP 1 - MAR 1 SERICEA LESPEDEZA (UNHULLED-UNSCARIFIED)AND 70 LBS. THE SELF -INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREADSHEET FROM TALL FESCUE 120 LBS. HTTP://WWW.DLR.ENR.STATE.NC.US/PAGES/SEDIMENTATION_NEW.HTML. IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE 16. ALL EXISTING VEGETATION NOT SCHEDULED FOR REMOVAL SHALL BE PROTECTED VIA TREE PROTECTION FENCING. LOCATE 2. RECEIVING WATERCOURSE: BIG BRANCH FORM, PLEASE CONTACT THIS OFFICE AT (919) 791 4200. NOV 1 - MAR 1 ADD ABRUZZI RYE 25 LBS. FENCING AS FAR AS PRACTICABLE FROM THE VEGETATION THE FENCE IS TO PROTECT. 3. TOTAL LIMITS OF CONSTRUCTION/LIMITS OF DISTURBANCE = 91.6 ACRES. 4. ANY AREA DISTURBANCES BY CONTRACTOR NOT SHOWN ON THE CONSTRUCTION DRAWINGS ARE TO BE PERMITTED ***TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. DO 17. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE WITH VEGETATION OR STONE BASE. ALL AREAS INDICATED TO THROUGH THE APPROPRIATE PERMITTING AGENCY. NOT ALLOW TEMPORARY COVER TO GROW OVER 12 INCHES IN HEIGHT BEFORE MOWING, OTHERWISE FESCUE MAY BE SHADED BE PAVED SHALL BE STABILIZED WITH STONE AS SOON AS THEY ARE BROUGHT TO FINAL GRADE. MAINTAIN DIVERSIONS, OUT. INLET PROTECTION AND SEDIMENT BASINS UNTIL SITE IS COMPLETELY STABILIZED. 5. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICE OR STRUCTURE. A CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE SHALL BE CONSULTED FOR ADDITIONAL INFORMATION 6.PROVIDE A ROLLED EROSION CONTROL PRODUCT (RECP) TO STABILIZE DISTURBED DITCHES IF ANY SIGNS OF SCOURING CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH 18. SLOPES SHALL BE NO STEEPER THAN 2:1 FOR VEGETATIVE COVER.DO WELL UNDER LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE. ANY VARIATION FROM THIS LIST ARE EVIDENT EVEN IF NO RECP HAS BEEN SHOWN ON THE CONSTRUCTION DRAWINGS. SHALL BE PRE APPROVED BY THE TOWN. 19. SEED, FERTILIZE, AND MULCH ALL DISTURBED AREAS, INCLUDING ALL STORAGE, STAGING, AND OFF SITE STAGING, IN 7. NO STOCK OR WASTE PILES ARE ALLOWED WITHIN 50' OF STREAMS OR DRAINAGE STRUCTURES. ACCORDANCE WITH THE REQUIREMENTS SET FORTH ON THE PLANS. 8. WHERE DEWATERING OF TRENCHES, PITS, AND OTHER EXCAVATIONS BECOMES NECESSARY THE DISCHARGE MUST BE DIVERTED TO A SEDIMENT FILTER BAG BEFORE BEING DISCHARGED TO THE GROUND. 20. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED, CALL THE TOWN OF HOLLY SPRINGS FOR AN 9. ADEQUATE EROSION CONTROL MEASURES MUST BE INSTALLED, MAINTAINED, AND ADJUSTED AS NEEDED DURING THE INSPECTION BY AN ENVIRONMENTAL INSPECTOR. DEMOLITION OR CLEARING AND GRUBBING PHASES AS WELL AS THROUGHOUT THE LIFE OF THE PROJECT AND UNTIL PERMANENT VEGETATION IS ESTABLISHED. 21. IF SITE IS APPROVED, REMOVE ANY TEMPORARY DIVERSIONS, SILT FENCES, SEDIMENT TRAPS, ETC., AND REGRADE AND 10. NO SEDIMENT BASIN SHALL BE REMOVED WITHOUT THE APPROVAL OF THE TOWN OF HOLLY SPRINGS EROSION CONTROL SEED OR STABILIZE ANY RESULTING DISTURBED AREAS. INSPECTOR. 22. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL TOWN OF HOLLY SPRINGS FOR A FINAL SITE INSPECTION BY AN GENERAL EROSION CONTROL NOTES ENVIRONMENTAL INSPECTOR. OBTAIN CERTIFICATE OF COMPLETION. SKIMMER BASIN SUMMARY BASIN # DISTURBED DRAINAGE BASIN BASIN SURF. AREA SURF. AREA VOLUME VOLUME TOP EL SPILLWAY SKIMMER ORIFICE DEWATER 23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL TEMPORARY EROSION AND AREA (AC) AREA (AC) WIDTH (FT) LENGTH (FT) REQD. (SF) PROVD. (SF) REQD. (CF) PROVD. (CF) (FT) L (FT) SIZE (IN) SIZE (IN) TIME (DAYS) SEDIMENTATION CONTROL DEVICES SHOWN ON THE DRAWINGS. SB 1 / SCM 6 2.97 2.97 30 114 4,198 4,332 5,346 7,860 272 10 4 1.25 2.57 Job No. 02190372.10 Drawn By WR SB2 1.86 1.86 30 90 2,629 2,700 3,348 5,100 270 6 3 1 2.90 Date 11/05/2020 Designer WR 24. THE CONTRACTOR SHALL PROVIDE ADDITIONAL SILT FENCING AROUND SPOIL PILES AT BORING PITS IF PIT IS LEFT OPEN SB3 3.21 3.21 42 126 4,537 5,292 5,778 9,456 275 12 4 1.25 2.77 OVERNIGHT OR IF A RAIN EVEN IS EMINENT. PLASTIC SHEETING MAY ALSO BE USED TO COVER PILES. SB4 / SCM7 3.47 3.47 42 126 4,904 5,292 6,246 9,456 282 12 4 1.25 3.00 ��,iiiiiiiiv %.• N CAR()�11'i %•% r ..••••••• �/��i' .� •0 0i_SS/0 ••.`� '° �` Q`� N9 • L SEAL '• _ = • 028892 '�� ••�'•.F/yGINEE�•••• • .`�` '•0F•••••••••'.�`��` i B F. ��, RA M. F �� 'km linos SB5 3.05 3.05 38 114 4,311 4,332 5,490 7,860 278 10 3 1.25 3.08 EROSION CONTROL LEGEND TEMPORARY DIVERSION SUMMARY SB6 4.45 4.45 48 144 4,311 6,912 5,346 12,120 284 12 3 1.5 3.08 TD# DA L High El. Low El. Slope C 1 Q Bottom Side V Normal D Depth Reqd. Shear Stress Liner Check Dam # Check SB7 / SCM8 4.75 4.75 48 144 6,713 6,912 8,550 12,120 284 15 4 1.5 2.85 - ..... - LIMITS OF CONSTRUCTION (ac) (ft) (ft) (ft) (ft/ft) (in/hr) (cfs) W (ft) Slopes (X:1) (fps) (ft) (ft) (Ib/sf) Reqd. Sp. (ft) Dams RB8 / SCM9 7.85 7.85 64 144 11,095 12,288 14,130 20,808 287 15 4 2 2.65 1 1.25 765 295 271 0.031 0.45 7.22 4.06 2.00 2.00 6.31 0.39 1.0 0.76 North American Green SC150 64 12 SB9 3.55 3.55 45 135 5,017 6,075 6,390 10,748 275 15 4 1.25 3.07 SF SILT FENCE SB10 4.36 4.36 48 144 6,162 6,912 7,848 12,120 270 15 4 1.5 2.62 2 0.89 128 282 269 0.102 0.45 7.22 2.90 2.00 2.00 5.90 0.20 1.0 1.27 North American Green S150 20 7 TP TREE PROTECTION FENCE 3 0.56 157 284 281 0.019 0.45 7.22 1.81 2.00 2.00 3.84 0.20 1.0 0.24 North American Green S75 105 2 RB11 8.72 8.72 65 195 12,324 12,675 15,696 21,428 300 12 4 2 2.94 4 1.30 217 285 281 0.018 0.45 7.22 4.23 4.00 2.00 5.67 0.25 1.0 0.29 North American Green SC150 109 2 SB12 4.48 4.48 47 141 6,332 6,627 8,064 11,654 275 15 4 1.5 2.69 SF/TP SILT/TREE PROTECTION FENCE 5 1.39 198 295 277 0.091 0.45 7.22 4.51 4.00 2.00 6.22 0.17 1.0 0.96 North American Green SC150 22 9 SB13 1.41 1.41 26 78 1,993 2,028 2,538 3,936 270 7 3 1 2.20 TEMPORARY DIVERSION DITCH Green SC150 SB14 1.95 1.95 32 96 2,756 3,072 3,510 5,736 275 7 4 1 2.63 6 2.08 384 304 279 0.065 0.45 7.22 6.77 6.00 2.00 6.07 0.18 1.0 0.73 North American 31 13 SB15 1.54 1.54 28 84 2,177 2,352 2,052 4,500 277 6 3 1 2.40 TEMPORARY CLEAN WATER DIVERSION DITCH 7 1.13 159 304 294 0.063 0.45 7.22 3.68 4.00 2.00 5.59 0.15 1.0 0.59 North American Green SC150 32 5 SB16 1.14 1.14 28 84 1,611 2,352 1,611 4,500 275 6 3 0.75 3.16 Revisions 8 2.30 431 308 282 0.060 0.45 7.22 7.47 4.00 2.00 6.37 0.26 1.0 0.98 North American Green SC150 33 13 SB17 0.45 0.45 17 34 565 578 720 1,155 280 6 2 0.5 3.05 HORSESHOE PIPE INLET PROTECTION 1 PERTOHSCOMMENTS 2021.03.08 9 1.18 272 295 278 0.063 0.45 7.22 3.82 2.00 2.00 6.56 0.24 1.0 0.94 North American Green SC150 32 9 SB18 2.25 2.25 40 120 3,180 4,800 4,050 8,640 281 8 4 1 3.04 10 1.18 207 308 277 0.150 0.45 7.22 3.82 4.00 2.00 7.94 0.20 1.0 1.87 North American Green SC150 13 16 INLET PROTECTION 2 PER TORS COMMENTS 2021.04.14 11 1.59 160 308 278 0.188 0.45 7.22 5.16 4.00 2.00 6.51 0.18 1.0 2.11 North American Green SC150 11 15 12 2.72 424 293 277 0.038 0.45 7.22 8.85 6.00 2.00 6.49 0.31 1.0 0.73 North American Green SC150 53 8 1 I I I I I I 1 SILT FENCE OUTLET 3 PER TOHS COMMENTS 2021.05.12 13 2.61 338 320 294 0.077 0.45 7.22 8.48 6.00 2.00 6.92 0.19 1.0 0.91 North American Green SC150 26 13 SB = SKIMMER BASIN 14 1.57 395 319 303 0.041 0.45 7.22 5.09 4.00 2.00 6.09 0.28 1.0 0.71 North American Green SC150 49 8 RB = RISER BASIN 4 PER TOHS COMMENTS 2021.06.09 SKIMMER BASIN 15 3.87 524 292 282 0.019 0.45 7.22 12.58 4.00 2.00 5.83 0.44 1.5 0.52 North American Green SC150 105 5 GROUND STABILIZATION CHART FOR RISER BASIN DIMENSIONS, SEE 16 3.87 574 324 285 0.068 0.45 7.22 12.58 6.00 2.00 7.38 0.26 1.0 1.10 North American Green 5C150 29 20 DETAIL ON C8.5. SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS 17 1.78 190 319 314 0.026 0.45 7.22 5.77 2.00 2.00 3.75 0.51 1.5 0.84 North American Green S75 76 3 18 1.78 51 320 319 0.020 0.45 7.22 5.77 2.00 2.00 4.33 0.46 1.0 0.56 North American Green S75 102 1 DIKES, SWALES, DITCHES, AND SLOPES 7 DAYS NONE 19 2.18 239 315 303 0.050 0.45 7.22 7.07 2.00 2.00 6.02 0.42 1.0 1.32 North American Green SC150 40 6 CONCRETE WASHOUT 20 2.18 265 313 302 0.042 0.45 7.22 7.07 4.00 2.00 6.58 0.24 1.0 0.62 North American Green SC150 48 6 HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE 21 3.81 239 315 301 0.059 0.45 7.22 12.37 2.00 2.00 7.15 0.56 1.5 2.05 North American Green SC150 34 7 �.. 22 3.81 667 325 304 0.031 0.45 7.22 12.37 2.00 2.00 6.83 0.58 1.5 1.14 North American Green SC150 64 11 IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT 23 2.24 578 326 307 0.033 0.45 7.22 7.28 2.00 2.00 7.05 0.38 1.0 0.78 North American Green SC150 61 10 811SLOPES STEEPER THAN 3:1 7 DAYS STEEPER THAN 2:1, 14 DAYS ARE ALLOWED. WASH RACK 24 2.24 245 315 302 0.053 0.45 7.22 7.28 2.00 2.00 7.00 0.38 1.0 1.26 North American Green SC150 38 7 ® Sheet No. C5.0 25 0.71 163 329 321 0.049 0.45 7.22 2.29 2.00 2.00 5.57 0.17 1.0 0.52 North American Green S150 41 4 SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH. _NiApi "r' '' 26 0.71 196 324 317 0.036 0.45 7.22 2.29 2.00 2.00 3.96 0.23 1.0 0.51 North American Green S75 56 4 ��_�_.7_�, .�, CONSTRUCTION ENTRANCE 27 0.59 184 320 312 0.043 0.45 7.22 1.90 2.00 2.00 5.27 0.18 1.0 0.49 North American Green 5150 46 4 Know what's WOW ��bef°n°youdlg ALL OTHER AREAS WITH SLOPES 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HQW ZONES. .L, v, �, �, �..�.�� ,��-��-�--::--:r FLATTER THAN 4:1 28 1.37 91 311 310 0.011 0.45 7.22 4.44 2.00 2.00 5.23 0.32 1.0 0.22 North American Green S150 182 1 K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan \ CAD \Drawing Sets\CDs - Phase 1-5 Subdivision Plan \C5.0-5.8 PRE -EROSION CONTROL PLANS.dwg- Monday, September 20, 2021 1:53:12 PM - FERM, DEBRA imo WithersRavenel%. 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ICj� hIk : -� 1�� • // 1 •� ° , �.,.. l ` J/ 111 III t \V 1\Ill \ - / 1/ /111 \ AC, i 11 I \V ( I,.Iv (.y\ v /// �•\ • (1\V ((PROPOSED 2', RAN DEDICATIONS / I 1 1 � N I.' ( 1 1 11 Ill 1 I I I I�l I �� i��(f -__ • I' 1 '`r��o ./ n o}), % p 7/ , '% G V- �\, V A� \a \V A� I0O�A / *\\ \ \ \\ \ 110 l \ � � �� • �.... _ �� I 1 I �� I I I I / 30' HOLLY SPRIN I o� CAFE FEAR BUF. S \ R , \,9os ��t \�� \ v v\\ \ � �� PUD BOUNDARY ' - ' \N\ \�� \ top, I •�'� tiro \\V A r�•,�!`�1 �. dt�� / �� I � �► d - �' r ��)I� o I { �� n t 1 I �� • ' j I141!'V Job No. 02190372.10 Drawn B v WR Date 11/05/2020 Designer WR : I �� \, oo �\Ik•�l1af�\ ,\\,,�11113111:\\�� s Jl II III A '� / iI ...... ►11111►EROSION ��1v ,�� .�` �H FARO '�. �` •• •• /�/ '" �� ..:�oFEssloyq•.9 ''-. Q - - _ SEAL - i = --.....\- •� ' FNGINE�`� •• `�` • • 'Q�•••• •••�..\�`. oocusi9n yy�R 0�� A M . i►►►n1n1►► % 9/20/2021 �VALV14t N V� \ �Z �� f \ \ II�� ✓%� 1111�''r��C1 �•N \�v t CONTROL LEGEND WOODFIELD DEAD END ROAD DETOURS v I IA\. A '!��:,;o J l l�h, 1 \��' of I `, �A , I .� , •`•° °�.I � ♦ � IIII `\ LIMITS OF CONSTRUCTION ALL WEATHER ACCESS TO THE ADJACENT PROPERTIES TO THE NORTH SHALL BE � / i - . �, I//IIII(III.F,�� li�, � \ ) ay / IIII .. ' ti\� ' ,i�=- ,� . • t �' �� SF SILT FENCE MAINTAINED AT ALL TIMES DURING THE LIFE OF THE PROJECT. THE DETOURS SHOWN ABOVE ARE SUGGESTIONS DUE TO THE PROJECT PHASING AND ARE SUBJECT TO \\ / A��; +•i a \`� ONS 'SIC , 1 ,r (� r , o q :;:::::::•:::; \ ♦r� ` V J �1 r ��/ �i ti Ai I / j ° ( of'� "' :-u.::. \ TP TREE PROTECTION FENCE CHANGE WITH FIELD CONDITIONS. ANY DETOURS SHOULD HAVE PROPER SIGNAGE TO DIRECT OWNERS OF CHANGES WHEN THEY OCCUR. a T9 �/ �Jf;G' n /// / tf p. 1 \ L �� ✓ a�� t v /l � 1 %��, SFITP SILTITREE PROTECTION FENCE > > > TEMPORARY DIVERSION DITCH /f I • \ a- ARATE PLA SET / r ° \ \� ' / SORR . • STA ON 1 I I �1 f .4, 'Z \� ! �i :::: // D� r: I I' 1` „, � / % / / i " 1� :! > > > TEMPORARY CLEAN WATER POSSIBLE DETOUR 1 TOHS# 9-PSS o A �� 1 • -') J 31 ♦ ® I -w ' -° _ O '� <l� / f) ' /�/\,\ d� ti< ;� �f �, ,�'z� . � >TD 4 �( SHEET KEY MAP DIVERSION DITCH POSSIBLE DETOUR 2 \ ' • \ /.� + / �, _�`\ / -�� I� I I �.� /11�� - <;; J�� Revisions HORSESHOE PIPE INLET PROTECTION / • -- 7 _ INLET PROTECTION„16 r °� i ( �.. 4' = ir�'�► � f fi=v-�� _ . ', ids cal . L RI 111 �� ' w m 4 -. /- L_ 11IIIp uu I Iluullyullill uIll11E1111 II I � � I SILT FENCE OUTLET = — i v O �,/ mlu�ll � � I Illlfimll_IL!?�q� � -,,,,,/ ��' _ Y- �•'� PUD BOUNDARY `� / SKIMMER BASIN ► .-./ JIIII IIIIVn LEGEND: IIIII I IIII re EXISTING WETLAND ` CONCRETE WASHOUT ��"•, TREE PRESERVATION AREA \A �� •99�TYPE B LANDAPE BASIN/DITCH REMOVAL NOTES: / WASH RACK �� •SCREEN-B-40 - SEDIMENT BASINS MUST REMAIN IN PLACE UNTIL TOWN OF HOLLY 1 j + + + + 30'TYPEBLANDSCAPE SPRINGS EROSION CONTROL INSPECTOR APPROVES REMOVAL. - ALL DIVERSION DITCHES FROM THE PREVIOUS PHASES OF THE GRAPHIC SCALE Sheet No. 5 9 tir + + + SCREEN-B-75 _yr;_.r _.r _.> Zoo o ioo 200 400 S��.ZIZ1�� CONSTRUCTION ENTRANCE EROSION CONTROL PLAN TO REMAIN IN PLACE UNTIL REMOVAL IS :�� 0:�� :�X_--_�Y :0f .�Y.X , 0 0 o L__—C AAA 30' TYPE B LANDSCAPE SCREEN - B-225 APPROVED BY THE TOWN OF HOLLY SPRINGS EROSION CONTROL INSPECTOR. AAAA 1 inch = 200 ft. map k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C5.9-5.15 POST EROSION CONTROL PLANS.dwg- Monday, September 20, 2021 11:20:42 AM - PIATEK NUNEZ, ZENON EROSION CONTROL LEGEND SEE SHEET C5.12 FOR CONTINUATION SEE SHEET C5.14 FOR CONTINUATION - - - - - - LIMITS OF CONSTRUCTION II 1 - _� I . g I / / 1. � ®�`-�\_� f sssswss. � :-.. r \ '►� 1 \ JLvrCJ vvl I n JL lau !vim! I !Nu - ��,.e\� ••-iie-III \ \Z l \ \ . � �.;.�� I. ��,f'7* I _ � � .'�•l�l,e♦�'f`�;� _ I \ , � :ii�" L C .n ■-. ��. � � ��TREE �' � II .:._\ . PROTECTION FENCE / ig / I - ' 1 , III�I!.=�r I �II� —_ �" -r� TEMPORARY DIVERSION DITCH/,��A r J1_111M \ ... -• `=iii�!!L- CLUBHOUSE Li'in�e_ � �II�I!!�: - -I I►�.._:::=i��ll: I"" � \1 \ /JI I/ AI�1VIT�Y SITE` \� 306 , � 1 �1.�/�'11��■�I■l�I, rl� iff�1 � 1 � \■• //IR .�� I Y p � Il�nn�!.:-:::=•ii�nii�!.:-:=•�i�il!�!.:-:�• / \l �� ::: \ \ �FES202 •iL.!.IIL•I - YI2022 SHALL BE INSTALLED PRIOR TO BUILDING SB #7 TO II �f,TDTEMPORARY CLEAN WATER/ 1 ® l 11.1\1* I,La I17 �� \ I I \ ,.�w�,=,,:._ •�Pi2ll•=••:-••�w�!!- � - � / � � �\ I � (\ BYPASS FLOWS FROM EXISTING POND � �� I. ,; •: � -� � > DIVERSION DITCH y 1 \ / ]�tl � ► _••__ '■�� V 5' .::=!iL!!nr!!!!iL!iiii?m_ ::_. _ \ 20 DEI(�/'j � I� 1 1 ` � \ m � r II HORSESHOE PIPE INLET PROTECTION � � It.�� (' • � - �■ �� U7 I I ' J 1� -•••- ulli' ul�ll� \ � -�i :%' i � I>rnL�:_:€:::�iii2..:-E�' ' � � \ II I I 59 \\ 60 713),/77:711 / �-� �'%I � _ r! -� ■dl!�■I -�i\ �� % !�IIiO�\O 54II55 56 I IC) 57�IINLET PECI3 /\IW��® T Ir�O� � r�X \ECB ECB i\ECB I PROTECTION�- / �) ��I►� IECA ECA \I ECA(ECB ! 7�I / I � ` / _ CC ■1EN s`,�. � V �•�� I�A ,� L\l �I � I � � � � � � I SILT FENCE OUTLET 1--. ® �� •�I I• A i �(\�� %/�A�A��Of ) I � �I TD#8 � ��►AIL %0 WiLhei%. Engineers 1 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.33, C� -ECB �illln III] 0%�I /�� I �� r 1 NI � � _.�._._._. � \,\, rai di pg 11 IIIMINS ------- � � ��. �. � r�� -- SKIMMER BASINor�� En i ,--_ / � �► \ -�_ �� ,tlt8l�" �► 2 MIL � � ECB ® � \ � � \\ �', \ � ti a I. `� �� _ �L�`1��. I 1g , imrazii 41) �' ,__,q,,__,\ I I ,■. ECB �i� � ® ..... �� _..„ o C � ✓ � - � �� \ / ■ I � \ \ \ l � \- (\\\ I � � ! e __ _ �o - - l i \ � \ \ / (5 PUBLIC ;� — _ _ _ � Ian — — CONCRETE WASHOUT \ •. 111 ` O� o_ \ __. _ -. � \��_��r _ � �. L i 11 30 . . it 11111 11 :" WASH RACK � �—�►_t \ — \� �� \ i '�_ \ \ \ISTREET l ^I �-:1?..„.----P12‘..-‘c,- \ N.\ I F I =� — (55 PUBLIC ROW i / \ — ) \ \ \ SLOPES31 OR ' I — I \ \ r .�.;�..�.;�. I E. /' � 1 C �\ \7, i� !'-A� Z STRE �° or ( ( l \ ) � STEEPER SHALL BE \ \ \ \ \ , � � �, �'Y r`� CONSTRUCTION ENTRANCE ' �. - _- / I � PUBLIC' OW) ", � ( � - - - - ■ \ \ I 45 \ •�T`Y`T� .. I I IeT - � � r ✓ � LINED WITH NAG Q o 47 \ 46 - '��+ I 52 51 O 48 \ \ ECB 1 \ •:�Y.�:�.��Y � �V - ��- I I - `-- � ��1 _ \ \ ti•� \ \ECB ECB \I �� • ♦ .•��► Mik _ ' �- \ \ � \ � � _ ECB - ECB ECB � \ I � .._'� ��ti�-°"- \ \ \ /� I \ ECB ECB L� \ LEGEND: I � \ atm �� ■325 _�. 1' l \ \ •7 \ 1 S \ \ \ STa��PLR. \ \ � \I! I 320 ITP ECB 85 � \ L. I i D ` r; - (l �� t � \ s \ 1 -1) � 1 \ I \ 1r CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA ` --` � � Ni�....� � , n•1 I a �- � \ � ( � 1 \ \ \ I � I � --- `1 \� � \ a�Fa:: �.. - - - --. I \ \ \ \ \ r / � -� — — \ \� � ECB � �- \ \ \ \ � \ I L \ � '09 �� \ \. r(4.;L10q:5F}r \ \ \ I 6 / \ � EXISTING WETLAND J 325 ` � r ) � \%�� CONSTRUCTION \ I N \ LIMITS TYP � � \ I II ( ( % I �\ I �� ,,` I 1 ( ) - I� \ � � \ / ^ \ 325 \ TD#22 � \ \ I I ( � �j" r/��',n""■•s� ��. \ a- . i �. _�■ ter► � .. � - s - - - - - - - ►�� . � � \ � �- \ \1 325 � - 325 /r` � Z. 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Engineers 1 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.33, \� o W T S C / � \ • ) 7 � �� \ •• 1 , Jl // .' : , / / �%� � 1 �.d` / TD9 TO END AT STREET C - �� ' S � • N � _ �•. �� '\ : • _ ECB ��.♦ � / (I �� . / CONTRACTOR TO ., \ � // �� //''�1 �� ..a i �� V A -- \ `,'� \ \\ � • / � � ;rr DURING FINAL STAGE / � �► •I ♦ ��•� \ � �1�� INSTALL ROAD STORM � - � 1�� - SKIMMER BASIN 1 \ �, / 1�• �� , doh �� a r Jam' I - - \ .� j �v I l (\ ` \\ 1 � .. ,� ...�. \\±t. __ __- �� '�� / v r 87 _ �� / ♦ ..� l (� DRAINAGE AND OBTAIN 9 �I� \ \� \ / i r i /�/ •J'��,�� 1 I \ APPROVAL FROM % /�/ �. -� �:; �� .v� ECB �� \ �. ► �- '-�r: /'t. �< \ �\ \� I ) / \ \ '� �� , '� \ / / TOWN OF HOLLY I f�;�<..-. �� I iI wig \ \\ - - - — - - �- �\ ) / , � /, �I� �j`♦i%�" i 1 l _� .ij . •y �/% n /� r�� i �� A\V SPRINGS TO REMOVE / // �� V A SF15 TO COMPLETE / - / ° CONCRETE WASHOUT { �� I f 0� DE \ \ \ / / ( l A i_ I i— "4\ 1 / /� q, �ie �i.• �\ =• L ?„� �� '� ) i �`ii �� .i� ,� �� . , / .1 �_ �� =l � �' /t; • �GN �i,� 0>1' / AV SLOPE. �/ .I / ECB r � 7 / - — S I '�! ..�� 30' SP' NGS -' 0 V ` , ` •.,_ !_ ' G / / ✓ \ ff , ." • \c- \ r �� G� \. >II ,:\ \ \ / � �� r / • ��4,,• EA =UPPER ��r' - VA / A �I V I 1 / / _ A n / / / / �� v °' - � in WASH RACK ND � III 1 I \ \ \ ' l�!- �� ♦ #��1 w 1 , f— / \ . � `� ` � ��1 r♦i.‘'-.°- N Ng/ / • / 1 P ��!�!�!� itritritAire CONSTRUCTION ENTRANCE �a 1 1\ 1 1 1 CONSTRUCT CHANNEL WITH RIP RAP - - 3: SIDE `�1�11-� -.�,�_�� \-� j�j1 ._ / I• / ��/��1' / ' �� - �/ \ + �% /// / �( ~/ _ I f l fi / l / - / / % fi SLOPES WITH SC150 MATTING_71N. t - ✓ / / i Q i i Y \ - FEMA100YEAR I cj / n% // /` \ ■ O 5 i � ■� ■ 1:1 s a'■ `\- `` i^ r �i llj 4 ' LEGEND: ( <. ��/� I ■ i ■ ■ Il �_� IN IN ■ . ■r * -�- •��- i \ ,' k y,` 4 \\` ` f \\ FLOODPL' �� - - 1 /`,`7 N (� l l Atimar;mtexes,� \\ _ `I % ,��,- �\/\\„ CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA I �_rr_-r��:nr'�_s��.��w-VAIIMMIW' r—. \\ •��;��i� ► \\',\� \\~1 \ \�/� i ,__��1\,��fr. \�� ` I \ o _ \ \\ \ \� /C I e ... .l ....��'� till/1 \� ) J ( II EXISTING WETLAND \� \\ °s- lv 1�r► I r `\ \ . . . ,`rI �� \ C� �) \� o� \—. :.� a I / \I\\ I �_ • �_ �� „_�'i"�1�,\` \1\\ \ 1/t/ \\ �►A . ... 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ECA I \ � ( •.I . r \I � � i � ,-i � \ ) I' / // � .� \ I I I I � � � � L 30' TYPE B LANDSCAPE \ � - -{ � -; ) '� L \ \ l ) I ` / \ :,. \ t' I' 0' PUE � \\ I � I / � j j � / � 1 1 I �) \ C� \ I I I I _ •�._._._ \ I- \la �D#8 11 I \ i ✓r / /� \ AAAAEd SCREEN - B-225 / J ,I_.�� \ �� L / r / , ® \ I .[��I �� L ��.`� ►��!� Imo! N a ,►�� , ` = z L ■ _ ) ) MINNSI um. 11111001116 �� • �,/ -( i \\ 71) I \ V � \ ~ � � �► \ I \ ry/� � '� �t1� =-�- — • \ \ i / o ' � STREET 55 PUBLIC RO�m►._ \ „ \ \ • \ � \ l \ �� ►� , f /• � \ I 1 \ I 1 (\ � �� ,,,I \c( 1 \ \ f\�\ �CC� ' I .� ° \ \ \ \ / \\ / �L \ I \ I I I \ \ \ / _ _-- '"--- \ If- iiii.,_IK_Nallalvarnsurasw:121W1.11-milainfewatEMININIMIA61„711.111.11111.1.0242Emak,AiwitilaNaMMINk:. L „tip4k II x:3,,.0 zy 11 1 r 3p �� • CONSTRUCTED WETLANDS \ \ 1 A _V �� v / �I I /A /ice 370 i \ I �� I j \ \ I / / \ 11 \ :.\./..7.1C Ct \ \ l � SLOPES 31OR � STEEPER rLINED WITH � SC250 OAE � \ V SHALL BE NAG \.:.: i I I - - 52 51 � � -ECB 50 O ECB / 49 O ECB "� ECB \ \ 47\46 \ECB \ \ \ \ \ \ \ \ ECA \ \ \ \ \ II I• \ � \ '' � M I •• I 45 1 a(l � \ ECB \ \ � \, I `�f�_`� �+,`yi�rtL:I1�;!';►n S0,'� •:) 1 �� 4 -._� � ��•,� t ififillif\ \ \\\ \ "<��t ,yll'�, \ V V A D - _r� • • \ 1',, <./,: a \\ - \ \ � \ � � i \�/ . \ ( � \ � \\ � / j ` I ) \ \ � 1 \ 4-',1\ � >t � • � • �f �\ \ \ \ I��\r I � I I 11 \ AO •r048 \ \ � ` ECB t� \ \ \ � \ \\, `��' ,/ 1 \ -"�� r . . ^ \ U �� \ '.........:. 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IV) I SFT I I I I I % ) / ONCE UPSTREAM DRAINAGE HAS \ \ \ \ \ \ �♦ \ \ , 1 22� \ BEEN INSTALLED CALL FOR \ \ \ \ \ \ N \ O \ \ \ \ N ECBx...i_,,..„.„,---,,,,, �LLC I INSPECTION TO REMOVE SB#11 \ \ \ \ \ \\\\\ \ \ \1 J...`...`slay�/\ \ AND INSTALL THE GREENWAY \ \ \ \ \ \ \ \ \ \ . \ / \ \ \ / \ \ / N N \ \ \ \ \ \ O \ \ �� \ \ \ \ \ \ \ \ \ \ \ \ ECB \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I \ ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ _ \ \ \ \ _ \ \ \ \ \ moo I \ I \ \ \ \ \\ BArr�� \ \ \ \ \ \ \ \ - \ \; \ \ 20 / / / / \ \ \ _ \ l 1 \ \ \ \ \ \ \ \ - _ \ io "� ECB / \ \ \' \ \ \ \ \ \ \ / / \ \ \ N---. \ \ \ �\ SILT FENCE OUTLET (TYP) \ \ \ \ \ \ / � \ �\ \ \ \ \ F \\: of ` :. , .:, :..(`:`: wo �;::::::::.:.. , '::rr:r'rr::::; :::::... �� °�� Ir:. � PROPOSED \ ... STOCKPILE :..`:..,...::':. ✓;ff;f'7i;:ir 1r;1f; AREA:?:::::::;. \ ECB 11,G..S'``:`' "'::..... 1 :'::t:......:......:...:........... .: / /..:::::::....:::.: ' \ :.;:::::`:::: / + ,'\::' / \ / > /\ \ • �1 ir ' \ ) ,�, \ I ` J 30' TOWN OF HOLLY SPRINGS PUBLIC UTILITY EASEMENT I I N \ rn \ 1 1 1 ` \ I \ l ( C / \ I I� i I I I I 1 \\ ) % ��1�, FEMAL � - O YEAR FLOODPLAIN Il (/ ( I I I I // ( / i ��' / \ ( 1 ly�/I I / ,r �. 1 r- / //Ac SIL 1 / 3 \ � I ! J , ✓ (./ UTLET �� 1 (! 1 �\ \ . yt� �. . �i �'� �� .`� . . 1 . . Z Z . �� (TYP) \ / COMBINATION SILT FENCE/ TREE j PROTECTION FENCE (TYP) \ •1- (r // 1 I \ % / (� f l / r \\ \ J. • . ( j �. `. `. ✓� 1 \\ � . . \ • • • ( 1 1 / � F� `. ` \ . • • . ` . �. \ `�'7. `r \. 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LOW PT STA: 11+38.41 � I 'I HIGH I I PT STA: 19+34.58 I I LOW PVI STA: PT EL: 310.37' 11+38.41 > m HIGH PVI PT EL: 318.30' STA: 20+61.52 PVI EL: 310.12' K:50.0 I cn z PVI EL: 320.55' I K:84.51 LVC: AD: 2.00 100.00' cc AD: -5.51 LVC: 465.00' 330 Z o ■ 0ce 330 CO OM CV �� Oi j J W. Nc Ws J rnin Np I- F M • J UQ LO J M X CV °R - _1 M SO N. N N� M O NW -I Wu.) OLjO CI o0 M M_ O N �! CV N I. FJ NW N -1-. EXISTING GRADE 119 N. FJ- (nW O M �+0.1 0, I� 00 to + c0 Ir o co co co rn O cA u'j 325 o "' o w til 3TA:15+9 3 - 809- o+ `r Q v1-- O° . / CB - 840 VERTICAL S GHT VERTICAL SIGHT STA: 20+ In • 1- o STA: 22+38 I 1 1 325 N > M J M °, VERTICAL SIGHT r ti N.-[DTAE(ThRN)DISTANCE a REQUIRED =331' `REQUIRED ( =287' RTTURN )co -vti �- \ co CO a w v ,;, r, DISTANCE REQUIRED (RT TURN) =287 .. cn \ ti / / '\ \ - + N + PVI STA: 15+39.5; PVI, STA: 15+76.3 C' I. 315 00' CAROLINA SPRINGS BLVD PLAN AND PROFILE -ce co a In ~ c�cn ro EL: 314.13'- 1 I -\E -~ 320Fo CB-1206A1 I STA: 10+07.04, 1 N CB-1207 ,�; ? / `- ASSEMBLY HYDRANT V Q 3 5' SIGHT �� -® 320 / CB-1202 ;(8 I,, •( ELEV. ➢ ➢� N VERTICAL SIGHT .0 + co DISTANCE (LT TURN) / 3.5' SIGHT I - REQUIRED =331' In v a ti �'{ - o awn ELEV. i ELEV. 1.25% 8" DIP WATER MAIN r t d ------1 3157 -� 0-% 3.5' SIGHT 315 r Q ,, 4 Q 4 _' - 'ZQ G��Q= C�- Q 3.5'SIGHT ELEV. 1.1'% j �_ ELEV. GRADEPRODOSED ±STA. 15+55.88 3.5' SIGHT 3.5' SIGHT FIRE HYDRANT 3.5' ELEV. SIGHT 6"x6" R _ END CONSTRUCTION ELEV. ASSEMBLY 1.00% -- SECTIONS 1-5 ELEV. CROSS PROPOSED GRADE 8" DIP WATER MAIN /' WITH (4) 18" RCP - �------ 1.00% 6" GATE 1.5' _ --- 310 - 8"x8" 8" TEE GATE WITH VALVES (3 , I I ■- , I VALVES MIN. 2' MIN. ��,�. 6" C900 PVC =�' `_ _ -''--_ � 310 11'� rTii�� rrr RECLA M - _ "■ 2.0' MIN. 111 -[ _ � BLOW OFF Qi- �/' ,- .e.-.raw." iiior��. I,:RCP WATERLINE - :_ '--.\ �� -- ASSEM3LY \ 89DIP ► -- 2'MIN -1SRCP _ ------ �\ 2.0' MIN. __ r c- - - 1 5' MIN. 6' C900 PVC RECLAIM 305 2.0' MIN. - _ �_ WATERLINE 30" RCP - --. _� _ _ 8"x8" C'OSo 2' MIN. '//////ice/��!"" - �� 253.95 LF 8" PVC 0 �� - WITH 2' MIN. - J 2.0' MIN. Ii @ 98.47 LF 8" PVC @ 0.45%_ GATE VALVES 6'x6" TEE WITH (3) / 6" C900 PVC RECLAIM - ■ _ 48" P 48' RCP \ 6" GATE VALVES WATERLINE - 176.41 LF 8" PVC © 0.45% 300 47.96 LF 8" PVC 300 - 386.16 LF 8" PVC 0.45% 0 @045/0 62.95 LF 8" PVC @ EXISTING GRADE 106.17 LF 8' PVC @ 0.45% Job No. 02190372.10 Drawn By WR _ _- I ^ ........... - Date 11/05/2020 Designer WR ..-/ 295 r 3 30" RCP 295 oti I I Ills CNN``%% N CA Rod •,,� �.� r .. mESSIO•% -ci ''. = 028892 �'' �'. e' » � �DocuSi1., 'i ��R SINE %NV V�rA !i I'Ifl 1/12/2021 290 NOTES: 290 1. ALL WATER MAINS SHALL BE INSTALLED WITH A• MINIMUM COVER OF 3 FEET AND MAXIMUM OF 6 FEET MEASURED FROM FINISHED SUBGRADE THE TOP OF THE PIPE TO THE OF THE ROADWAY AS OTHERWISE DIRECTED (OR BY DIRECTOR OF 285 ENGINEERING). 285 Revisions 2. SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL 1 PER TORS COMMENTS 2021.03.08 REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE STANDARD DETAILS SECTION OF THESE 2 PER TORS COMMENTS 2021.04.14 3. STANDARDS. SEWER MAINS DEEPER THAN 20' ARE REQUIRED TO 3 PER TORS COMMENTS 2021.05.12 280 BE DIP, WITH 401 PROTECTANT, AND HAVE 5' 280 MANHOLES. 4 PER TORS COMMENTS 2021.06.09 4. ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE RESTRAINED JOINT. 275 MH 374 - 4' DIA. t: 11+07.80 - 0.0' L I: 310.47 . OUT: 305.27 (MH 227A I 1 I MH 218-4' DIA. MH 216 - 4' DIA. STA: 17+93.93 - 0.0' N 275 STA: 11+67.07 -1.5' R RIM: 310.42 -INV. IN: 304.68 (MH 37, _INV. OUT: 304.48 (MH - 4' DIA. STA: 14+21.02 - 0.0' RIM: 312.95+ INV. IN: 303.34 (MH 22 INV. IN: 303.34 (MH 22 -INV. OUT: 303.14 (MH: 1 STA: 15+19.49 - RIM: 313.81 INV. IN: 302.69 (MH 22 INV. OUT: 302.49 (MH 302.28 (MH 21 302.28 (MH 33 T: 302.08 (MH STA: 16+17.52 - 0.0'1 RIM: 315.00 INV. IN: 301.79 (MH 21 INV. OUT: 301.59 (MH I I - N = O = - N M O = MH 227A - 4' DIA. RIM: 317.20 INV. IN: 300.80 (M INV. OUT: 300.60 M( d . �O) MH217-4'[ O c7. -4- N N(")Z D M N NMZ 270 m NEez z m N Z Z270 Sheet No. 6 • c0 N a0 O M O Lq V N O M M N O N O M M N CO lf) <O O M O M M CO O Cl CC! O a0 O M N V O) I� <O O O M N V O_ N M O M M V N I` N- O M M V CO N CC! N CO O M M V c0 N- N a0 O M M V O N O) co O M M V N N- GO M M M N N. I` N a0 M M CO N I� Lc? N M M O N- V GO 119 N M M CO N O M O N M M lf) V <D O O N M M c0 c0 N N N M M c0 O) W N M M CO U N CO a0 O N M M 0) 0) N CO a0 O N M M U ll') O O a0 N N M M CO �? N M M CO O <D W O N M M LO 1- l!) CO" l!9 N M M CO O W N M M O I� N N M M O M Oc 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 DocuSign Envelope ID: B924C3D7-3639-4ABB-88F0-F57F991A416E k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.1-C6.14 PLAN AND PROFILES.dwg-Thursday, August 12, 2021 2:33:32 PM - PIATEK NUNEZ, ZENON ■ \ \\ 1�.\�y I \(y \ y\" \y\\ \ �\y\� \ \ ; �89 \1N�1\ 1 I \\�\p\/P,Q�II V •r • \ �. 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CB-912 913� / \ -+ : MH 213 J!L!!JPLIYfii!JV1 I/ ' ��I Il illr `li 1 _�� - V %!�ti, i t\ .I . �I iti mi ►,."� SECTION 4 1�� .�� h 1 I ��deg��.. -141 mo r -_ / •MH \• uo�I�waIm�rII u CB - 862 I��II<!,_ CB - 863 m r Iir��l 1 �� _�--� ��er�� ' .�� o I W/p1f 4sII m !'. 1 1 `, SECTION 2 ow111.ti I --- 1111 -o 214 i . � rnl�_A_ fMefuTe5F1`S11 �� / �'/ �. CB ��_ 1� 1 1�1� ,11��11 ��,�!, �� I��Ii�I�‘Ie_«��1►I��fA�l[ifr�! �I ,.g�� G �I� ��i�-I=�. ��7oa.ao7 �� — 17 ,`�%• ,�; 1 `` !`� �o" , �� 23+00 1_ ■,�M� 1 2� +00 �� inI'�k ) 25+00 f1,�/,�B111, 26+00 'IM mask 27+00� 128+00 I Imam 76 ' I 1 CONTINUA •�'�► ,� i 29+00 Sir � 0151510171/MIMMAIMITAIMISAIMMInfi/IWAVAINIWAVAiril i MH 87A AIRIER L ( \ 1 I =iiC1��a�:++'b� CB 872 12, !�!' CB 857 7��eJi1i�iiai_o� ��w,��■1Wa .'AaZi�Iam-.�c � ■� CB 859 n_ M�ii�-ilI�IJI MI�■MOGI I6►. ��:�._ � i �WMFMMkvamikvAns atiiitl�ij\�i r .111)YA. ti� %lc. \��!� miimaV�'' swIti I•graVi airAW Eil l EiNEEE { lik: � % ` i !II ��;, - - > ':%.+.:::: asa. III MIR I F II�III. i tgoo 1 F --E__ _ __ _ lqc ,._ ;1 .� - . - Tot -"W..' �.,,_w� � �I� CAROLINA CAROLINASPRINGSBOULEVARD 1 �I g, 11 II��- ► CB-871 srD1-875 •,� I / I `/ /� SHEET C6.1 /�7� %�� 1� ❑I 1'I��1 PUBLIC % 1 I - - , . , i ) I ( i i I ,, , .A.,, i , (82' ROW) I I �� * i / Ji 1 / 7/ = ,;� / l ._ o . o o 0 \ol I I I o I C � o o bri " JILJ_!�iNI � i � ,.' • \ ® 1 1 I1 I , :l_ / � / / / / � / 14/ // / CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA (�� iiiiii,411 DI�856 / ��iii �� / j�jI // /�/ 1 // /l _ r / I� i . � , / /.2 -� e _.s_s .� .I_I�.s ITIP i� 91 / / // / / /!�� _ _,.��_s_ r J . i1 r �%YIW� J 51 � 1 S�%ZII�I�� 1�—% ��i►Ii n/l%.riirF / i / l/ ;�" `#�,rlll . i II r�1�/: wl IiiII v '�� `I / Z N01103S 1 (7,..., l / . yIMiiJ . / ��\ ��\ tl� ►� 1 I �� I r� II( •IVI''►VI 25'A ALLEY CC E SS EASEMENT) 3 ` , , V,�,f►'' , �q �: �� A , ,.,�.\ 1�1V r: \ v6 N01103S / /�- // I ( I/��►� 1 c ��77 )1 /�I �� 1"11ll // MEM 71/, GRAPHIC SCALE 50 25 50 100 'Ium1 870 a \ \ VC I y��- ,/!1 I �_-CB • \) III 1 inch = 50 ft. 335 CAROLINA SPRINGS BLVD SCALE: 335 1" = 50' HORIZ. LOW LOW PT STA: PT EL: 27+36.27 291.92' 1 " = 5' V E RT. PVI STA: 26+98.77 PVI EL: K: 293.1 293.43' 330 LVC: AD: 75.00' 0.26 330 22+45.05, 26.98' Li ll) N� I+ c CC U-, C N FJ O N I— C') T CB - 860 N CB - 862 STA:24+00.51 I I Cl)W 325 N 325 Lf) O O+ N / �a �N/ CB '863 OTA.991 099' 099 liD-OOI I I I STA: 25+03.39, 19.48' R I 1 CAROLINA SPRINGS BLVD PLAN AND PROFILE 320 EXISTING GRADE Lon - 873 STA: 26+29.88, 19.49' L 320 26+28.99, 19.49' R 315 \ 315 \ PROPOSED GRADE \ Ir ,� `` 310 3.5' SIGHT 310 �-1- VERTICAL DISTANCE SIGHT (LT TURN) \ - - - + - .��- ■� REQUIRED =331' N. _ NOTES: 305 /`_ ---- 305 1. ALL WATER MAINS SHALL BE INSTALLED WITH A 2' MIN. I '--.. — MINIMUM COVER OF 3 FEET AND MAXIMUM OF 6 FEET *---•\W;"R�p _ _ 26� MEASURED FROM THE TOP OF THE PIPE TO THE T \ \ FINISHED SUBGRADE OF THE ROADWAY (OR AS •� '� S_— �'MIRE ' IRE HYDRANT \ OTHERWISE DIRECTED BY DIRECTOR OF ENGINEERING). 300 ---._—.—. ASSEMBLY \ 300 2. SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL \ — 18" - --: �1 VERTICAL SIGHT REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH 106.17 LF 8' PVC @ 0.45% -� `RCP �' 4 DISTANCE RT TURN) Job No. 02190372.10 Drawn By WR 1 .-�� ( THE STANDARD DETAILS SECTION OF THESE - 2' MIN. - \ _= 8 DIP 3.5' SIGHT REQUIRED =28T STANDARDS. Date 11/05/2020 Designer WR J 2' MIN. WATER ELEV. 3. SEWER MAINS DEEPER THAN 20' ARE REQUIRED TO 295 \ _ MAIN \ \ 295 BE DIP, WITH 401 PROTECTANT, AND HAVE 5' MANHOLES. ►uuui ��\ CAR �� `‘��......, �//��i� �� .Q�p /j/9 •.� �� / • • SEAL �• • 028892 • �. •� "i • : .� oocusl9'�ty As.. ppN�INE��``��` 'b,. 1111111� •• pelra Ft li A M. `�8/12/2021 \ ±STA 22+77 4. ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE \ \ - \ \ END CONSTRUCTION SECTIONS 1-5 RESTRAINED JOINT. PROPOSED , FOR CONTINUATION SEE CAROLINA SPRINGS d r 12"x12" CROSS WITH GRADE -. �. r BRIDGE AND BOARDWALK PLANS BY WITHERSRAVENEL 290 \ (2)12" - 12"x8" GATE VALVES, REDUCERS, \ 290 385�<F 2' MIN. 8'GATE \ B�At/ C�A9g, \ VALVES 3.5' SIGHT ELEV. l 12" DIP WATER MAIN I - 0po \ / 285 � BLOW OFF 285 Revisions 1111 I IIII ASSEMBLY 1 PER TORS COMMENTS 2021.03.08 6"x6" CROSS WITH (4) L 1.5' _ ` 6" GATE VALVES MIN. 6" C900 PVC RECLAIM 2 PER TORS COMMENTS 2021.04.14 WATERLINE 280 \ 280 3 PER TONS COMMENTS 2021.05.12 4 PER TORS COMMENTS 2021.06.09 — 275 M 275 '8 - -0.1' L 18 (MH 21 7.98 (MH = O N W = m m CO 1' V r —� O) o CO LO o N co 01 +6N F +,.N N I— M N,— = N(74 MZ 0 Q COO = cco -o Z 0 270 wZ Z ce = mNceZZZ cnce> > > 270 Sheet No. • C62 1- N CI N M O 00 N O I� N N O O N N I� W N O CO O N V V ti CO aO O O GO O O O CO pp V O CO lf7 ti W O N O CO a0 CR O O O O 117 l!') O O O O _ M O O O O O M O O O O) O CO M O O CO 00 O CO M GD O 00 IA CO M 11') W 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\C6.1-C6.14 PLAN AND PROFILES.dwg- Friday, August 27, 2021 2:25:49 PM - SCOTT, JOHN I II C'�s) , z z s'B`S/C IIl/ `..0 imo WithersRavenel Engineers Planners I Surveyors 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.3340 I license #: C-0832 I www.withersravenel.com I CB �.��.- . -19ffr\_ I '`/ Z1 �'0 1U•p -_ - �� E �■ vim � � r - ICI i\�� I�� FF 25' ACCESS EASEMENT) F ( II ,.�;�ALLEY 4 �E l � ` �1�•�, CB 09A�� ® �I _. 1018 � - � E T �- F E - ti - f/ � � r (2g ACC ESS EASEMENT) I �� •c -At � p \� \ � �'It / • - V -E ��<CB -1021 �ALLEY E\ .� E� �F FIEv EF�� MH 220) ��`�-� �livr'cosirirs.i...03•11.4.4.7....7 V�^�'='fig ...� V� 9 IiN- � E �, 43 - ,�� ESS EASEMENT) - ACC I',��_ J F-F �E E F\ � \F � E \ � E i (85 ®/\�� / i ®,ti,, �� - �I _ (25' � � (� l Lk ►i ALLEY 9 1 '�� ..-. �i cn �II ASEMENT) _ � � i �II'1) E I � B' AC , .� � .. 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GG� � � fir..- II ��. � �•_�I �i��■1��. 15 ` �� 11 �_i�s �� p:� � t,� 1� � ;.e-- j�� r -b� - ■■ � � � . _, � � , ar ��y- .�.,-F'•'a•'.<^ i.._^• OAD � ADEND R VVOODFIEL DDE OVII PUBLICR )✓_�� . �� ` :..: t� 0 1 / - CB - 846" >� � � ..ram� � � J�� c6 - a4s � .CB - 850�r �r� 1�0itg .%'---C)C%( L lL � � �'��Oy �I.::e=�-, � '�/TAL��.�i�l � I►'1,�+�_r , ��sCB 1016A��♦��, rT\��' ■ 82' - ;��'�a��" i I� - 'I� �� .��,- - r -I `l-L �� •'�• ��/\//'�' to) /_!�■I i�� _,_____: Of� ., �3+ `I� III ��1- �GCB " 1004 T �� 0 4} C� ��%�'� �.2110 v t J �1 `, �� :9 - 1- i--� e = CB 1004A !� I I ti I�i. •`� r JJ---------------- ® �� -_.*KC.:-_..,f .�►��i ttr 11 _ 1 dig' y.,, W S ■� rr i�- _ �VatteWITY� vamani � �� h 0 �i i I � _ °E- ) 845 t Z � ' / '\..,N. �� ' i II 1�� ,� ��. - • _ J ;i loa cn ( ai = GCB � -� �.y iCB 845. �� /�i■■ �� _• �"�4• % , �•----E o t 'c I !z �� , o' // �FUTURE �"CB -1015A � ',� ° FORCE MAIN \ ....lam��`I��_. u• ��l�� . _ �`1�� , CB -1014A \�� t.:�. - � A!h .-YI-1005 MH 206 f - --- -� E � � t �E I E / P �I�)' 7 v �� \ //// � mC�� c� °` ' I �� mi � �' � �� p CG•W•r,�- SFCr/� \� 0 � <��6 ' ��`� W��,� •7 BE PART OF THE MH 207 �I �� r� I� `�. ID FF E �I F � a 4� 65 ` I � � % A S o .- I o T Oj �- l` < .�TO I � �� _ \, � % ''� � / /� �� / �`/ /1� ( D / I' E-51 SCHOOL PROJECT - / � (1- , I l / � I I E F 0 1!E1X 66 O ' I ` I � � / .I • 01 • . / L� B I J _ \ /�� C - 1 - � ` ��J��/�' \\�4Y \� '' �I � t� /D/ o)n '� 76 ` J e , / /�� / ti 72 :" I N m 71 m m - 7� / �e - - 1 I II �I Yji FI E E E \ o _ - - �� \ 1. � � a 1 f `� 1 'A ( , - ♦ i ALLEYs5 J s.. ! _ / / J �. , ` w �( , .m • ( ,R�;� �j ^ iCB 8 w� , � ZI l _ ' \ aCI .�. CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA �' �� ' r ti / z .i II S�� ' j cif-C 4 p5'PRIVATE A -/ V n' / J O _ ! ��"� � o ._ r j� 11....,....:___ ^ / I =�G� �_ MH 204 -,----or,. - _ 1 - * () '-) I- I / D < i•ci la "" \ � _ _ l l I•f /Y i / /(J - - / - _ _ CB �1009 _ -C _ _ - ALLEYT MH 203 I J /� I ! r S EASEMEN) / i 1 �� / �/ A / v �O T . /' .:. ` r/pS/r .: .< / \/ �I� \ ! ru Q v �� / � - ��' ( �� ✓ �� j GCB 1006�- �� 7�� f v ':' �� I �M .• / J / - ® m \ ` �\ / �� ti \ / O �� CB -1006A -C G�•, 'I I I � \ � y `- / SECTI ON 1B / /l � � / (25' A<<F ��. ACCESS Y 5 - _ :CB/- ECTION 1B / - = - _ �� = r - - - � \ I \ °� \ \ \ s 1r 111.r � ■ � � c / � J � ,. 1 j a 1 J T. r_ ` vc J f `/ � _ � / O� je� /� f � .' .. �<> r..r.> N o ` / ^ JOtY � w) .� � J �� f ,:. `°t. f / CB 1008 / - \✓ \Ir III, J ��',i T o1 lEASEMEN / ' / \ �� ' J J U �` �j C `..1.•d J 1( / �' rn /• Z-: - / / - f//J / / � / / - - / / / // - - / 1 � // ^- //�� _ \ I \ l \ \ I \ \ \ .� � - :112T5-1'NAGC:IXESI E /L Z \ l - / J*4 SLINE EASEMENT � ✓� _ � � �- � -� 1 1� � J /1 / \ / 4 -- \ lit ,� . ;.'I• O : �" '� / f l ! . O ( � `• � � L J �150 � �� G' r) I :. . 1 SCALE 50 100 / ---- �/ / J / / /j j //-i� \\�\\ \ ,__. \ \ ( ` � J\ ii .....,..., ____......\ , \ -\ I� �� / (- - �) \` `r. MH2O2� l\' / Ap ` J':1 a /J Il to h=.OFtJ c LOW PT STA: 15+07.85 IVSTAPT EL: 32 m 40 SCALE: o PO .34' PVI EL: 318.60' K: 64.8 AD:4.63 LVC: 300.00' WOODFIELD DEAD END RD. 1" = 50' HORIZ. 1"=5'VERT. 345 N _ 11 _ 345 HIGH PT STA: 11+12.04 co, M� -M z �- �N coM HIGH PT STA:17+97.49 HIGH PT EL: 324.09' HIGH PT EL: 326.77' PVI STA: 11+26.00 1- in J w w ,r) o F J PVI STA: 17+65.97 PVI EL: 324.64' u I ' PVI EL: 327.28' 32.9 W0_ 0 U) W K:45.9 AD: -3 38 0 WOODFIELD DEAD END RD PLAN AND PROFILE AD: -3.65 LVC: 120.00' w LVC: 155.00' o z 340 O Cv) O W D- 18 M_ wa w 340O COV OM 00cM C/_ 0, � cq + °O - 0 .1-�M ~ CO QO+ O� Ct M JO ?m a)v °�° M co' a is; 0) 335 I I 74.51, -19.37 L /DURN) =287' w 7 : 16+09.30, -19 1 I c .+ m w¢¢ v N -CB-84i I STA: 20+73.2 v 4: 21+87.74, -2 I I I VERTICAL DISTANCE SIGHT (LT TURN) Q(,; ,n + cc rn o w Y N o co,- (O �- m• w(COW I oOQ rn REQUIRED =331' J `i w o o c� m cmi (~i� ci J o o FIRE HYDRANT m m ")'+ (N) 6) Oo U CO J J o o ¢ VERTICAL DISTANCE SIGHT (RT TURN) \ m o F (0 ,�, N 330 0 �, - ASSEMBLY oo UN ¢ O- LO o ,- of col- o`" VERTICAL SIGHT REQUIRED =287' VERTICAL SIGHT o 330 1- N M 3.5'SIGHT ELEV. Q Q a Lo 71 + o- NMn CV (+ N VERTICAL SIGHT DISTANCE (LT TURN) D REQUIRED=287' STANCE (RT TURN) O a; ,r, r' 5 a w Q w m F F F o og; o? DISTANCE (RT TURN) REQUIRED =331' co N M _ Q Q v� wcncn . , ¢ w REQUIRED F RE HYDRANT SLTHTURN UN m ° - Urn ASSEMBLY ! DISTANCE ( ) N 1.40% _ Q Q - _ 1 REQUIRED =331' co a - - ➢➢ ➢ ��I�� ➢ ➢_ --- �� 325 Qo�°I° �c -� 3.5' SIGHT - sv _ 325 .5 _ -2, 25 o 3.5' SIGHT v RENE 1M, ➢ � � j� y 3.5' TIGHT - - - ELEV. \ l� ap N -- MIN. ELEV. �_ =- 3.5' SIGHT ELEV. ➢ T > - . CO SIGHT ELEV. v� _ - - - EXISTING GRADE.5' 3.5'ELEVHT11111•. 238010 ----. 3.5' SIGHT 3.5'ELEVHT 15" RCP l PROPOSED GRADE _� - - _ - - 8" TEE WVALVES _ f \� 320_- t- _ - , �� 8"x8" CROSS WITH 320 I � \_ -----I ��(4) -� 8" GATE VALVES� 8"DIP WATER MAIN -1.00% 6" C900 PVC RECLAIM�2'M21. 6"TEE NITH (3)1.5'�"8"DIXIE _ FIRE HYDRANT No.Drawn 02190372.10WR By 12"x12"x8" TEEWATERLINE� �_Job () WITH 2 12"GATE TEE WITH (3)\2' MIN. T-6" GATE VALVESMIN. ��111� - -__Date GAS LINE/\\ - 15" RCP ASSEMBLY 11/05/2020WR Designer67. VALVES6" 18"RCP- /1�� AND (1) 8" GATE6" GATE VALVES -� 06 8"p�C @ \ - - - - RCP ��■■ o 1 �� 15" RCP VALVE 3° /o - - 24"RCP --- 15" 315 - _ _ 2g��P3156" `��.0�-kH CA Ro 111e.�� `�� ..Q4ESS/0/;1�9 -I _ _ _ ; SEAL _ . •' •••. t� ••. � • • i� ••. NGINEE.. •i • • • • • c� %� oocus;9�ic . RA M • F --.0% ��iiiiiiiii��18/27/2021 '1t1Brp. tW� :IN/ CROSS WITH (4) 6" MIN9AIM I" "' /� GATE VALVES WATERLINE / .� �� - 2' MIN. - \ ■.�� 15"RCP "' - �� I - , �� 2.0' MIN. 2' MIN. 18" MIN. (8" DIP WATER ( ) 1.5' J� - 310 1 2' MIN. (6' C900 RECLAIM)MIN. - 310 18"MIN.(8"DIP WATER) _ _ 5OLF 18" DIA. STEEL CASING FOR 8" 18"MN.(8"DIPWATER _ - WATER MAIN AND 12-3/4" DIA. STEEL NOTES: 2' MIN (6" C900 RECLAIM) CASING FOR 6" RECLAIM I INSTALLED BY OPEN CUT WATER, AND PER 1. ALL WATER MAINS SHALL BE INSTALLED WITH A 305 GAS ENCROACHMENT MINIMUM COVER OF 3 FEET AND MEASURED FROM THE TOP OF THE MAXIMUM OF 6 FEET PIPE TO THE 305 s�nas ri Revisions FINISHED SUBGRADE OF THE ROADWAY (OR AS 1 PER TORS COMMENTS 2021.03.08 OTHERWISE DIRECTED BY DIRECTOR OF ENGINEERING). 2 PER TORS COMMENTS 2021.04.14 2. SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL 300 REQUIRE SPECIAL BEDDING IN ACCORDANCE STANDARD SECTION WITH OF 300 3 PER TORS COMMENTS 2021.05.12 THE DETAILS STANDARDS. THESE 4 PER TOHS COMMENTS 2021.06.09 3. SEWER MAINS DEEPER THAN 20' ARE REQUIRED TO BE DIP, WITH 401 PROTECTANT, AND HAVE 5' MANHOLES. 295 0 0 IH 207) (MH 205) I 0 N ,. = (MH 1205)I 4. ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE 295 = N = RESTRAINED JOINT. Ni Co 321.92 0 MH 208 (4' DIA) MH 207 (4' DIA) STA: 12+16.16 RIM: 325.26 I IINV. IN: 315.13 (IV I INV. OUT: 314.93 I I I MH 206 (4' DIA) I I I I _MH 402 (4' DIA) , STA: 11+48.9 RIM: 326.56 INV. OUT: 31 4: 13+29.E 1: 322.71 I '. IN: 314.: '. OUT:I 31 -MH 205 (4' C STA: 18+22.0 -RIM: 324.03 INV. OUT: 31 Ir 4: 16 1:322; '. IN: '. IN: r. OU I I 290 Sheet No. ./.V\ JK) / • N O 0 O M N N M M 0) N O M CO M N N M M N M oO CO N N N M M O W W N N N N M M O O) W W N N N N M M Cr) 00 cc! 0) N N N N M M CO O CA N N N N N M M O N N N M N N M M 1- N O M N N M M N CS) O N N M M O) O M N N M M O CO M In M N N M M CO V .C) N M N N N M M V N 1: N 0 N N M M 00 1- 1-1 0 N N M M CO r- V M N N M M If) V V M In N N M M LC) O V 0) (f) CD N N M M O CS) 0) W CO CD N N M M O) (0 oe (O CO If) N N M M C0 O) O (O (f) V N N M M Cr) V O W V cM N N M M V I-- oe 1- ('M N N N M M N 0) O N N N N M M 01 O) O In N N N (N M Cr) O Cf) O N N (N M O U) M O CO N (N M LC) M O CO 00 M M V O 0) a0 1- M M V If) CA M N 00 M M LO Cr) M V a0 00 M M Cr) V 00 M I9+71 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 24+71 DocuSign Envelope ID: B924C3D7-3639-4ABB-88F0-F57F991A416E k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.1-C6.14 PLAN AND PROFILES.dwg-Thursday, August 12, 2021 2:34:42 PM - PIATEK NUNEZ, ZENON ■ ■ �� ^ "=s CB-1232 • �; P - I - �, L229 � v 00. �` CB 1209A�� = - R �� I \'�1 �` \ ii �' i- n �� / \\` \ - III / '7'.: /�J �- ® ` `,�' ' \ .�� air 111571L.4 ��eNo f /\ N - ti J 1 N • /e4,0, 1• /I / / �� e�N� / �� t 7 S� if/� ® GD \ / Ay . i 1 / �,CB Y1 8A. �; CB -1231 c\� STREET G Z � � 1 ROW) 20 \\ �� V , (55 PUBLIC 1 �I CB- �MI� cB 1222 -.ono:. 1 II GD co Iri I�.n z j��' i II ,, m �,P -�-��ovh ��_ I /� Sri "� II.73 Irk - , � 1 f � Vrj:", \ 1 I I 122s� / I �1 �\ � (� (� ( / �r �� - �� ® ` . / / r ,_, / ,....., 1! %` -1 4'94t___,04,1161W, / I I y � s 1 ( / CB 1233 �� / _ _,.;. 0 / / si .e/ 1 I m �� 1 11 10.0.1s CD�I� 1 I I �� r 3 �� 7�1■�� I % .■.��I��, v_ m� I CB - 1229A --I , \ L ISM I �' I au L '„ o�I -�� .IPA W / ( WiLhei Engineers 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.33, • d1� �� I I �2 .,.•�� . I- � ®� ■■■/r ce- �'� � \ � M ky ` �� \\' ■ ) ��-\�`� ''` CB-851 1 \ 1 + r 1 ALLEY 4 :J'9\ 3 � �;, SEC 1ON B 1 I ` '' 1 ��' ,�,� 11 III ) /El�� DROAD ,CTION....•:.:..,; OODFIELDDEDE ROW)H 1°4�NJ �� i MH336SE MH 218 \ � 735 " ' q ; �`.; CB - 815 . � __ _ ��'CB �S00•,v � ��IBLIC 1 �'Iri�� 1� ) ,SECTION �/ � c MH 230NCW / W �� ' _��.��Iatt� I• � i -' �r*•e � '� W CB- 1�� ,�� --� � . �' - CB - 1�+00 � � .d�� 1� ,.I - `?' 8+00 /CB 825�� CB 821 �t~� •-.. ��`; ea_ 1II �^-'-� � / �� / + - ,�n _ r-`�4" �= � ` �� :�_ �26+ � lli I IIESCET-1)-:::18-5309141\k_411'� ejj��/`�- � `- � -�y��A'�® �' �� -� D�822++/ / `CO 1�.W r �at• rr 1 �2ri �� _� w�s- : NorVain ° PI:15+59.52 CB 808 - - - CB - 812 �,�� * • �y� C6�830' � � • I -_, , �I �� .-Pi l' �� II + + + �� I �+ + �� + CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA �� L41. - - - /Ii� •` � \ I�- . CB - 826 I � CB 832 ® `. WII�I• • + + + � / � �- t� 1 ��,9��i\� \ \ • ��' s��,� s� T MH 217 4 11� - �` 'II \ OPEN SPACE 1 1 _ E i;ll kY. ,III■,nn__ 71 + 1 I + , . I,1� ` OPEN SPACE 11- _--Aggi1�i� � + f - �1 / `\ - 1' II // - �_ riii ■ -_1 \1 ,•IPOL aiiiifflailljEUR ■ . �Lj. ii,i ��„ ��1 ter 111111 us. NOM (3) ijillisii el ,��1111�1�.�,\II�� ® 91111 yr al AllI - ' li� 1 yei , s - �I II'I + r 1 +1� ' I + J ).+J y Y m �� 1 !► / 7 •• JB - 805 t a r p ` \� Z �:''� �i��111 w o, D CB 837 �,� 1 Ipi� ® rci'!� 1� �1�� CB 840 � OW 2 1 �` - ® 1 -ear ? m fr1 - - = �� _ ® rn � V 111 Ji ®„ II 1 �L �'�� rn 833 �� r-I �® =III III ® �11$1 lalliI IOvAlrig • I + + / _ + S /mosvo,CB + / / / rI•�7 °� mac. / i i i ay ,di / / / o, / / 1 �� 11 elf s� A/( - D +� Nal\/, 0 1 y +, 1 f 1VI�!N _��,�_,1 � � �I,®L��%-CB �� CB-827ilia"� III - 831. _'► - Li .........., /41LIO + )+ / 505 GRAPHIC SCALE 5o ioo 1 x-�� /��: / , / �� I N�� o D/�� m r 1 1 . 1 ■fie ■M.� > . 13A 1I ,�� y� I/J `I ..„.1 �? �� m�•sa� 340 I + / 11 + n i 1 inch 50 ft. WOODFIELD DEAD END RD. SCALE: WOODFIELD DEAD END RD PLAN AND PROFILE 340 LOW LOWPTEL•28+98.22 :3113.55' P PVI EL: 313.1764 1" = 50' HORIZ. 340 1 " = 5' V E RT. cc ce N -■■ _1■�■■■■- D DEAD END R SPRINGS BLV[ ' O- II. • I J Li) N csr -■■ N ■ ■■■■_ ■- NM ■■ J ■ ■ Ce ■ -■■■ W ■■-■■■ a 335 ,;,N M N N �� __1N �� w N� J 335 } I:co ■ co ■■■■ CCI lil LL z ■- N W O� w W W : _■■■ (LI -3 0 ■■_■■ m F M U U) STA:26+8( I I I 3-809 I I I IA: 16+00.68, 39.32 I I EV: 314.82 4: 27+94.11 WOOD 4: 15+59.52 CAROL 313.67 9+32.61 WOODFIELD C 1+38.50 ALLEY 1 CB-815 STA: 29+97.54, 19.53' l .EV: 315.49 FA: 30+61.08 WOOL FA: 15+55.81 STRE, _-_ 031- of ■■■■ ■ _■ H__Illil _�� ; 330 Li co VERTICAL SIGHT o w o f II J M ,c ■ J M .c" ao N > `i w ■■ ■-■■■-■■■ ■- VERTICAL DISTANCE SIGHT (LT TURN) DISTANCE REQUIRED (RT TURN) =287' _ Lo VERTICAL SIGHT ■■■ ■ a, CO I- `" W m ti ■■■ ■= ■-■■■-■■■ VERTICAL DISTANCE SIGHT TURN) REQUIRED =331' ALLEY 3 M + o DISTANCE (RT TURN) ■■ rn ■ ,, I.■■■■■. a' ■-■■■-■■■ REQUIRED (LT =331' STREET D 325 w a a REQUIRED STREET =287' D ■ N N .■■■■■.• ■_■■■_■■■ ALLEY 3 , -I 325 VERTICAL S GHT w ti ti ' ■ m r ti m r ti .■■■■■. .■■■ ■■■■■. w N ■_■ VERTICAL S GHT ■ VERTICAL SIGHT I■-, VERTICAL SIGHT VERTICAL SIGHT DISTANCE (LT TURN) ■ VERTICAL SIGHT ■■■11 ■■ 1 \ CB - 814 STA: 29+02 ■■■■■. • •• a ■ DISTANCE (LT TURN) ■ DISTANCE REQUIRED (RT TURN) =287' DISTANCE STREET (RT TURN) D =287' DISTANCE (RT TURN) REQUIRED =331' _■ DISTANCE (LT TURN) ■■" ■■■- \ `� REQUIRED -419' ■ ALLEY 8 TR NOTES: ALLEY 8 ALLEY 5 N STREET D 1. ALL WATER MAINS SHALL BE INSTALLED WITH A REQUIRED =331' ALLEY 5 _ REQUIRED STREET =331' D ■■" ■■■- • FIRE HYDRANT ■--- 3.5' SIGHT MINIMUM COVER OF 3 FEET AND MAXIMUM OF 6 FEET 320 Q , -■ ■■" N ■■-_■ ■■■ .■ AS`EM=LY ■■■1�_I ----- 3.5' SIGHT ELEV. /� 320 MEASURED FROM THE TOP OF THE PIPE TO THE 3.5' SIGHT < �< mod• 7•• 1__P _N V BLOW 0 F FINISHED SUBGRADE OF THE ROADWAY AS '- - _ _, _N ➢ - ➢ ➢ - - ➢ - ➢ ELEV. (OR ELEV. 3.5' ��-- - �� r� - -� `� _ ➢��' OTHERWISE DIRECTED BY DIRECTOR OF SIGHT 3'�.- i�■■ ��_ �� 3.5' SIGHT �� Job No. 02190372.10 Drawn By WR ASSEMBLYFIRE RANT ELEV. SIGHT �� SIGHT 3.5' SIGHT « «= QQ m� ➢�% ■ 1 EV. BLOW OFF ENGINEERING). Date 11/05/2020 Designer WR E ELEV. ELEV. ELEV. 1 i 3.5' SIGHT A / IIIII ASSEMBLY 2. SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL ,3.5' SIGHT ■■ ■ ■ EXISTING ELEV. 1.56% I II REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH - ■�,■" ELEV. 3.5' SIGHT GRADE 315 -_ ■� a 106%� ■ ■■ ELEV. ■ a 315 THE STANDARD DETAILS SECTION OF THESE ````►►►IIIIIIIII��I CA i ``` %.. NOC•/1 :��% ��Q�pFESS/p 7°••1 /''• • = •• = _ •• SEAL • 028892 ' ` • ` �'• '•• FNGI NE�`�.•' .�. ' ••••• 1 �` �t laVaBR �8/12/2021 •�� _ ° 2Q1�� '�'�`-te, 0 9s%. �I1111111108C�n 1 STANDARDS. �� / .,_ SEWER MAINS DEEPER THAN 20' ARE REQUIRED TO �_ ■■ ■■■■■■ �� 1 - G 3. ar,.` 8"x8' CROSS I I__' 4) 8" O GATE VALVES T- BE DIP, 401 PROTECTANT, AND HAVE 5' 0 -f _III_ WITH (4) 8" GATE VALVES �' ��II_I I 2' MIN.• 4. ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE - �,.�� 310 �� - - - .. .�� _____I�1_� �;111' 2 3gl° 310 RESTRAINED JOINT. ■.■ I -I,' _ •NG IE� : -�),- 1 6$246 1 f in �iiiiriiiiiirii� ou�� 30"RCP �� 2' MIN. 2' MIN. _ ■ 1.5' MIN. 8" DIP WATER MAIN ME ifAlvArg7/ZI/0:2KI .4' AEME111. ° 18" MIN. DIP WATER) 6" C900 PVC RECLAIM 36' RCPlir - - R (8" 2'MIN. 6" C900 RECLAIM) WATERLINE I�� 1.5 i -, �" PVG 305 MIN. 6" C900 PVC RECLAIM WATERLINE �9a' Q 1 305 - 6"x6" CROSS WITH 6"x6" CROSS WITH (4) 6" GATE VALVES Revisions AND (4) 6" GATE PER TONS COMMENTS 2021.03.08 VALVES 241.15' 8' PVC @ 0.50% -1 - - BLOW OFF ASSEMBLY 2 PER TONS COMMENTS 2021.04.14 6" C900 PVC RECLAIM - BLOW OFF ASSEMBLY 300 WATERLINE 300 3 PER TORS COMMENTS 2021.05.12 4 PER TORS COMMENTS 2021.06.09 295 J M N- a N00 M 295 =_ ___■___ O V M N 2 2 2 N 2 l MH 218 (4' DIA) 4: 28+19.93 1: 314.09 '. IN: 302.28 (Iv '. IN: 302.28 (Iv '. OUT: 302.08 ■■■_■■■ E cc0• M O V MH 229(4' DIA) STA: 31+59.49 RIM: 317.03 INV. IN: 308.70 (N INV. OUT: 308.50 1: 32+27.87 1: 318.08 . OUT: 310.33 V _cc0• OM CO 'Cr M <p?O O O } �M M M FIII 230 (4' D co MMZ Z Z =O 290 = ~�Z Z Z Z ,_ - - - 290 O V W M O O V lf) W W M M O O Li? 11') W W M M O C) 11') O W W M M C) O O CM W W M M O In CM 00 W CO M M In N 0o CM CO CO M M N V M lf) CO l!') M M V lf') lf) I` l!') M M M In O ti M M M O N ti N N M M N C) N h" N CO M M C) CO N CO �� M M CO C) N 00 CO M M C) N 0o CM CO CO M M N O CM U? CO I� M M O O U? M � O M M co CM . O C') Sheet No. C6.4 24+71 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 DocuSign Envelope ID: B924C3D7-3639-4ABB-88F0-F57F991A416E k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.1-C6.14 PLAN AND PROFILES.dwg-Thursday, August 12, 2021 2:35:13 PM - PIATEK NUNEZ, ZENON 77 / ,' ' � 1202CB / `�I�? \/v/ ` � I ' l � \� \ \ \ `�—----- -- � � .�_ _ � _c� —_ =�/ / // /� j/ _ ! j� j j / / / / / i / / / / // %� � j / , / // / 12"X12"TEE WITH • ��...�/, \ � � � � / / (3) / / 7�// / j /� / � � I \ \ � ___ —� — � _— __—�' / / / / / � / / / / / / / / / / / 12" GATE VALVES ��-�� ► /� \_ � \ \ \ //�/ / / / / �I�l�♦ / / / — 1 I D \ � ` ----- J / � � III — � / � / I I I / I � \\ \ �� ---_--__ ------ --�� — _____ — —_r'- 7777 /� /� �� / / / I\\ \�\ \ \ \ _�� _ --m \\ \ \ � � — u> � � /�/ / / / / / 0�HOLkY SPRINGS- // / / / / / / / � � / / /' \ / / / WATERLINE TO BE � � � � `�• �'� \ / � / — � \ \ � _ .-� _ - C f�FEAR'E3UFFER��' / / / I I I � \ \ rn o ------------------ a __ --___- /// / � / /A / / / / / / TI& ��\�_-- _\ CINASPRINGS /� E� LOOI�PKA/ • BLVD AND ------- //// / /G y / / / 1/z � �' / INFRASTR TURE � AllW 0,-/ \ �/( 1► r CB 630A� �S'j --- - �J / �J/ / / / �� // / i�i /�// / / / / / / mz / / /� / / 20 N. ( / Arirs ♦� MH378_, i — A. / / �— 100YEARFL••I•LAIN � / / / / / / / �' ' / / / / / /.—...--' 0 WiLhei Engineers 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.33, X. // ,.; _D t♦ ,�\ \ �/ / / / �� -- __--/�--� / // / // // � �� /� - SECTION / / / / /� 1 \ n —_ ` � i / / � / / / / �— �� i 1 � / / ., °xo i � �►"'� ' ate'. -- —__—� / �� 9, O ;� +ae�' ^Q /iQ/ / /j/ i� � � � --- ----/ / / mz / / � �� DI-617� / 15 / W /� lilll 4. tom � -�.� � ♦ / /�� I / // —CB-609 � S; � / �) jj J�-� .. /// I � �♦ // / , ��♦ • � � �► 9 ! `; �� 0 �� / \ � .1 ! ' ` l � MH 377 SEE SEP" •TE PLA ET , / OR P, i • P STATIO #1 •�'`�'�::' ,....''. — � �� .� •w . �� a ✓ / V j � / �/ /// h �� ` / / / / / �/ / N.-- __-- / x° � CB 611A� / ✓ / / ��. � �_� / tom, CB-611 � / � / / � / / I �f•' ... �/ 7 / / / / ) p / / / � AR � xw466_ / / �� N. � CB - 610 � / / / / / =��-� ��' / /6 // / 1 / 10 / 1 // /( �REE1C-E �;—R�! a��- M%�� W / _ � — _ / / / / / 1 / S �C ROWI •, . - ►� 04001.4000' '�_ � CB - 609A , ;� 2 / ix/ LLJ r r / / 1/ /� \ 1 %-- 23+0 �� W ' DI-615 \ 1 / � / � \ \ -��g � 11 ��,� � MH360 1 �` 1 �� / \ \ 4►_ `� /••��t\ C/) J.PJ / \ --• $ R � � I / \ \ _ �� ,� 22+00 �— CB �08A .�� ,-----� \ � \ � 1 1 \ 1\ \ \ — ��6G�. i�� ,. - _ - / / / , � \ \ \ \ c. \ ` / • 2x)28 / � .♦' 1 / 60� o�R•, � � � / / / / \ ��'7--_-: CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA / / �� / / `/ 1 � ��pi GCB I � / � \ \ � /;. / I ► 9 n 0 � / i ho� �- � / ( / E E i�� /E � � � \ �'� �� ( � _ �_ \ 1 1 \ �� ' � / � /^ j / f��D / hx / �/ / E /�,� s \ �Sx��a � �G�1//((1��_�`,�1,;��-MH 410 � / ;� 359 � / / � / / \ \ \ \ 011 � �. C i,R. /� L _ �° �a H 37.C,B MH 349 ( /S' / FE3 6 60 ikis / — — R ` M ,` / / / / / 1� ` 1 .1.��I ��i — l \ r k ,,,v\.-, - - 11 AS 0069r alitg 120 � ♦ —lid S� v R — / / 4 � / / ♦ •• - 633 E ♦ .� ° ��/ �--� 4 CB - 606A _ 1 - - / / / T // / -42 >/ / MH 2 / /, E E / ��j� / E ''. ��__� CB 605 ,:'`�— �� — — — — — — — — — — — — — / /, //// �� / .� i i /�� / � E A �/p�� E 4, i�;. �' _� �� CB _ ��_ rem ', - _ _ ----- _ — _1-_ __-----}—___ �, / ��1. ��11y1. �►- -- __1 33� �/ / �� ✓� - wow )', /'' l �r //� Oo �s L \� O 1 / E •. �S'�c`Q _ E /E / / �� E \ /E FES 6 , l ( i i• / �' '�. ,�, RISER 6 SC � 60�� E\\ E *\.lit \E ',� �.�—a�"':� E 4 , 111111p2.......44.111. . ....� �_ E \ \ ,' - _- CB 604 E \ \ -�� x a4{ 1 .� - E E / \ \ \ _ _i_�__ -- _— MH 358 _ — — — — — — _ ` DI 626 , — _ — _ / ® _ _ ' - . �� _ _ / / - - - , _ _ __� arm �� - - - - _ - / / 1 _ _ 35 _ - _ d� �j�� - / 1 _ -L — — — — _ _ - - _ _ _ .��i� GRAPHIC SCALE / / / \ �� - _ �/ �►�� ,� I RUCTED WETLANDS E _ E; \ E \ MH 351A - - - - �� _ — — — — — — / �� < ow 50 ---0,----' / 37 / — 0 25 50 100 E / IE E \ \ \ Z =` DI 62 /� \ i �� 'D� D/; ESE I _) \ \\ \ \ \-- `\ \ \\ \� �aisr 01 \ 1 X /�� 5�� IM 1 inch=50ft. ' r,/�� E `E �� 44 / i� `F� _f �a� �-� \� \\ FPS -fill - \ // STREET HIGH PT EL: 298.82' C HIGH PT STA: 22+96.00 SCALE: PVI STA: 22+36.00 310 LOW PT STA: 14+29.99 PVIK: 105.1 297.62' 1 " = 50' LVC: 120 0 0'144. 1 " = HORIZ. 5' V E RT. 3 310 LOW PT EL: 273.61' ■■ ■■ ■■■ ■ coDESIGN o SPEED: 30 MPH co 0 PVI STA: 14+56.24 PVI EL: 273.12' NOTES: Co _1 a+ ZN K:26.7 1. ALL WATER MAINS SHALL BE INSTALLED WITH A N a (0w L N (,; �N �a al N w AD.4.31 LVC: 115.00' ■■■■ MINIMUM MEASURED COVER FROM OF THE 3 FEET TOP AND OF MAXIMUM THE PIPE TO OF 6 FEET THE g; ^ ¢ c-c0 305 � �� FINISHED SUBGRADE OF THE ROADWAY (OR AS o t N co � N N 305 co OTHERWISE DIRECTED BY DIRECTOR OF oor ON FIRE HYDRANT co a N a N ENGINEERING). "`�' ASSEMBLY I ' o w o w 2. SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL 3-607 I I I IA: 20+77.49, -15.41 _• STREET C PLAN AND PROFILE REQUIRE THE STANDARD SPECIAL DETAILS BEDDING SECTION IN ACCORDANCE OF THESE WITH 300 STANDARDS. 07A ---r, 300 3. SEWER MAINS DEEPER THAN 20' ARE REQUIRED TO / BE DIP, WITH 401 PROTECTANT, AND HAVE 5' MANHOLES. CB - 606 'STA• 1R+77 RR -15 50 ■■■■■ ��- 4. ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE ■■■■■ / A' ".'„��L".111"11.111Hr 295 RESTRAINED JOINT. ■■ - ■ c�(n— f� ■ 15" RCP ;....��..-%RCP. ..�..�..�._- -"��.�295 �� i-: ASSEMBLY , // ///' ///i /, ' —15 . �� """'�� ..��.� �__-�.. N - ■■■ ■■■■■■■■■■■■■-■■■■ .o co ■■- /////�/iiii---- //�.i///'''/// �/ n EXISTING GRADE �� // 2' MIN. (n ■■■ J ■■■■■■■■■■____ �I ■■- MEM ,,�//''''/// / -II- 290 awCO ¢ O m �� 15" RCP ,//////''' /i///'''// RGP ////'''//// ,////''''/ ° �� v co WENN i/ /// PAC it, co 03 1- ,,....2 Co ¢ Q CB - 602 _STA: 15+17.4 ■■■■■■ 119 ■-■■ , ■■--■■■■■ ' ■■ /// // / cq 03 1- m ul o /i/........................ �' 2' MIN. 285 LEV = 279.43' U 03N ��EEMI �� 3ll,// ''/� // �� R �P�' / 285 �� ENE _ER _ II Mik ME MEN ■■■■��■■■ ,'�■■■.i//'''///////,ii//'/// / / F ASSEMBLY RE HYDRANT N OEM il�i,■-_ _�'� �' // / @ 3 2g o to 280 14+27.67, 15.5 �.■■■■■■■ a 280 86p/ I E.91(7) FIREASSEMBLY �� Job No. 02190372.10 Y Drawn B WR / / ; �', ■ // 2A RCS 6" C900 PVC RECLAIM WATERLINE �` ... ti ��,�■■ ■■■ // 12" DIP WATER MAIN Date 11/05/2020 Designer WR / — .. PROPOSED GRADE ��„� 275 �. �� 30„ RCP 275 .�``,0,3 Cq/t�'t ��``�� N Ess/R0�/ ,��' • Q • _ • SEAL = ; • 02889 2 •; // *•.; F •' � ''i/ O ••.....•••. `�� ,,��A M�� . Docusignet, :BR ` b/12/2021 ��aLVIM ,ii��'ii//ii��rTiR�� /�//�/'i��/�///� — -- ... / ,,�1��w _ ' as PVG 3' ■I L_-_,,._.,.../,,: �.r� 2iMIN. �� ■ /�/,,,��A''/r 2' M N. / . 12i �,_ 1.5' MIN. - _ .................... ■ /// ,//////// / 30 RCP O/i//ll��'i��'' ■ - 270 EH- \ 18' RCP /N,///' — 270 — .,, ,. 11111I• — — — --- ---.. z� ,,oi'''��',/''' ,�� — / ° 12' x12" 12' GATE TEE WITH 3//'� VALVES () �--....___1_,/�C 12I° °L A ■■■■ ■■■■■1 I 6"x6" TEE WITH (3) 6" GATE VALVES 6" C900 PVC - 2' MIN. AiNINE li 1' MIN. 2' MIN. / \ 1g9d g P ■■■■ ■■■■■' 74 LF 24" DIA. STEEL CASING PIPE — RECLAIM WATERLINE - • 60" RCP \ / / 1.5' MIN. 1.5' MIN. _ —■■■■ ■■■■■' 265 8" PVC WATER MAINS TO BE CONCRETE ENCASEDMrr / 84 95' 8" @ PVC265 1.53 ° /o - EMMINMk Revisions / 1 PER TORS COMMENTS 2021.03.08 12' DIP WATER MAIN 48.23 8" PVC - II 6" C900 PVC RECLAIM @ 1.04% 2 PER TONS COMMENTS 2021.04.14 WATERLINE 3 PER TONS COMMENTS 2021.05.12 260 260 4 PER TONS COMMENTS 2021.06.09 O a M co ■■■■■' a, co O co / '� co 255 M J 2 117 c� O CO In rC TT= co= o0 co= O T co= m J M M2 m �_ M MH 349 - 4' DIA.— : 16+47.80 - O. 279.14 IN: 266.10 (MI OUT: 265.90 II STA: 17+28.21 - O. RIM: 281.66 I I INV. IN: 270.07 (MI INV. OUT: 269.87 2 rn MH 376 - 4' DI STA: 15+14.00 RIM: 274.92 INV. OUT: 265 STA: 15+62.2; RIM: 276.45 INV. IN: 264.E INV. IN: 264.E INV. OUT: 262 Q STA: 18+53.51 RIM: 285.60 INV. IN: 274.7 INV. OUT: 274 MH 359 - 4' D STA: 22+22.21 RIM: 297.08 INV. IN: 287.11 INV. OUT: 28€ Q VON N co MH 350 • MH 351A 141 M CO O m iN n V O 2 NMZ O 2 M M 2 M F_� CO Z 250 I I 1 250 Sheet No. C6.5 0) O I1 N (D N. C1 N ll') Co W (o 1 O C1 CA N N 0) M N N CO CA CA N N N- I` o) N- CO CA CA N N N O o) CO o) CA co N N M CO 117 M N- co IA co N N ll') V o) N (o IA co N N Co V M N- N O IA CA N N a0 co M N- N- CA CA N N co O (D V N- CO CA CA N N M N- Ls? V N O CA co N N Co Co O I� CO N IA co N N CO V (o O N IA co00 N N N O co IA 00 N N o0 Co I� O ao 00 00 N N In N- M M N O 00 00 N N N N o) Cl co o) 00 00 N N Cr) V N co O 00 00 N N Co V O M co O 00 0) N N M V (D o) CO 00 O N N O N O (") O O N N N- Co I` cm O O N N V V M Cr? cm 1) O O N N N M Q) 0) O 0) O N M CO V W O O O O N M CO CO (D O I) o) O 0) N N O ti o) CO 0N-) 0) O N N O Lb' l!9 M 0) 0) O o) N N o) V M N O O O O M N V M N o) 0) O O M N Co 117 O M 9+69 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 24+69 DocuSign Envelope ID: B924C3D7-3639-4ABB-88F0-F57F991A416E k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.1-C6.14 PLAN AND PROFILES.dwg-Thursday, August 12, 2021 2:35:50 PM - PIATEK NUNEZ, ZENON I I' ' � / o I ; .� / / / / / -� 60 •� ' I I 1 ! ,, its u �FES - 853� + � ♦ /' _ ems: l � \ ., � �, FES - 865 MH 213 ,Ir.- / / / I �".■ / � I � � '- ��•''II �� 1�1 �■•'3' _ . l • / / '�� .��/! .� o �� / / �`►••'� ®' � --/1 � � / I I / / C i \\\\ ' 10.4.) \ �A' �� /N E / / I � � in ! /'A' . / ; :.�/ \ \\ � / // I � �" iii / 11 a. l �';L 1 0 I� I � � � � m�II j j ♦i♦� �♦- i �` ��1� iv q�it / l � % / I I I /�FE E//�� 46�1p -n�'rr��,��II■l f \ ( � I( / / ��r��a/�iII♦ /' � Zi I � `�. � � � lit •4/ , ,-4-lir ....,,. 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WO - / � Mr ��• -./ `(i(' ` , \ ■ I ..� �t ,. -..,,; - ��. �_ f �► V Nit J� \ �' f / • / ��(I /I • .----"--'A _ �� '✓ �> i <� �,/ <' �--�► / \ /// ,>• �% % J \ I� \ \l� \ \ �/// _ Il0 11� Ci1�• / , / / Iil / / / /, I / / ri �lm�. - - \ \ Cn VOW /-- - --' - -‘'-‘8‘<ifylk.7 �� \ ��/% '' \ \\ ......••••11"r-740.0011.°11111.-- -i / ' --_, •11•1•1„,,..,,i. 1 -7 \ - -- __/ -- - T,A4111N0.1.s.--- ic ,„._ _/ \ / - .A...ik‘4111 / HIGH PT STA: 26+98.08 HIGH PT EL: 306.56' STREET C• SCALE. PIVIEL: 307. 160 P 1" = 50' HORIZ. 1 " = 5' VERT. 320 LVC: 75 00' LOW PT STA: 32+20.18 c' HIGH PT STA: 38+08.37 320 o DESIGN SPEED: 30 MPH o M LOW PT EL: 293.96' PVI STA: 31+66.90 ■■_ H H:iiiiHi 34+77 -__■ J to03 HIGH PT EL: 297.40' CO o N + co PVI EL: 293.15' ■■ V z PVI STA: 37+99.83 PVI EL: 297.57' Co NK. oAD: 53.3K7.0M¢ 4.01,-ti STREET C PLAN AND PROFILE 2J-o_ WC: 213.35' TREET C = REENWAY -P 1 I I EL: 296.02' 1 -_- LEV: 294.57 TA: 36+15.71 STRE TA: 26+71.95 CAR( 111 ■_■■■ 1 STA: 37+74.3n N - 315 VERTICAL S GHT M cl CO M - ■■■ M 0, ... DISTANCE REQUIRED ( =401' LT TURN ) 1- N J ■ CO N F v M ■■■■■■ STA: 35- EL:295i ;6 L 39.73, 15.47' F J (O ■■■ J W F J Cn W )6.79, 15.38' F 1 1 I J ALLEY 11 co w N ti w a) m ■■■■■■ \v ■■■ re VERT CAL SIGHT J � M ¢ ■■■■■ VERTICAL SIGHT ■ VERTICAL DISTANCE SIGHT (RT TURN) °0 o 310 v. DISTANCE ( LT TURN ) w Q Q _ '� .<i ■_ o U m O oaoo N + M DISTANCE VERTICAL SIGHT (LT TURN) ■■-■■■■■ v t n -Pi=, M rn ° `"' o + ° DISTANCE REQUIRED ( LT TURN)r =331' I I REQUIRED =302' °+° °' 00 °+° `o 310 REQUIRED STREET =331' F1 w ti ti '� �_ J 11 u, CO F REQUIRED =331' ■■_■■■■■ o O° Q CO �._ U CO U - F N STREET D1 ALLEY 5 CO N N \n oOp '� Ci o u) U 1- LL 1- 11 U ti CAROLINA BLVD SPRINGS o M I- U v, DISTANCEREQUIRED VERT CAL SIGHT TURN) , , J o v CD N Q e3.5'SIGHT CDCO N ^ ¢ N �? w FF w oo No + (T v 'L>_ I- o I ■■- „ ■■ o Q m� ' v M �� ■ m r - �� °° ' _1 LLI Lu CC VERTICAL SIGHT c> cn ALLEY 12' '- U CO 3.5' swH� ELEV, \ . U to CO + M coCOF I- o co J ¢ �, DISTANCE LT TURN ■■- w w °' ■■ ,,. ,, N J CC J ■ 305 E 1. Q_ Q m o STA: 2 I N csi , CO : 30+46.43, -1E CD N REQUIRED =331'Lu 46, -15.50 L- J ■■■■._� A = 35+98.71 294.22' /I STA = 36+1 f .EV = 294.57' 'VI STA - 36+' LEV = 294.22 N o ■■■■■■,w' VERTICAL SIGHT 305 Cn O + \ Q Q U __�CD rn NO + + V O° N up IVERTICALSIGHT ALLEY 14 m ¢ ■■■.� CO rn �■■ to rnMo I ■■■■■ DISTANCE (RT TURN) o m °J > co F VERTICAL SIGHT . + co" _ co �; r-- Er M o ■■��■- rn M ��■ > o �„ Q ■■■■ REQUIRED CAROLINA =287' - SPRINGS <2,00 to / ■• EXISTING GRADE ' FIRE ASSEMBLY HYDRAN I ' . -_ I. ■Uti CO a I -DISTANCE w cn cn REQUIRED=287' ( RT TURN ) „ F - co rn DISTANCE REQUIRED=322' ( RT TURN ) o�+ N � w1- CO N �,■■ ' _ ti n J _ _ a W a w a CO ■■� J~~ w cn cn ■■■■■ -, BLVD - 8" DIXIE GAS LINE -■ 300 ° 1-3.5' ` Egli STREET F1 ■, co M ALLEY 11 m F """ `" �M■■■ -� a w ■■E ■■ -' 300 / �� ELEV. SIGHT •C�;�� U - QD �- I�➢ _` �� - �➢ �■�L .,;_ .. Q 300 `�■■ / �➢ s �> - �c ➢ ➢ �i 15" RCP ■■� �. 1 =� Q ,■■� SIGHT rn \ �� ■■■- l� -..� -➢ 4 �C _ _ `� ��■ Q -r ➢ mu .3.5 ELEV. ■■■■ 3.5' ELEV. SIG - /- 3.IGHT ELEV. ��" "�` / / . \ 2.0' MIN. �S,� 3.5 SIGHT VERTICAL SIGHT D 3.5' SIGHT ■�, 3.5' SIGHT ■ ► ''�^�■■ ■_- ELEV SIGHT DISTANCE (LT TURN) 3.5' SIGHT ELEV. ELEV. 1111111h.. iNEN u j 1 + "I,-„ �. ,ii -3.5' REQUIRED =362' � � ELEV. ■_- 3.5' SIGHT ■■■■■■■! 0% \ m �- -. - \� , ELEV. 3 5' SIGHT_ 5' SIGHT �' _ 295 Pv� _ \ -■■■■_ ALLEY 5 ELEV. ELEV. 1.00% ��■��■■■�■� _ 2.00/ ELEV. 201°b BIGHT � 295 106.0 8 \ �� ELEV. -15'RCP I111111 �T @ Z00°I° \ 1�- _ _ O FIRE HYDRANT - PVC g7' 8''...\ I ■ � �.�_�• �! • - ASSEMBLY 12"x8" TEE WITH 2 12" () GATE ■_- ■■ 101• 5OLF OF 24"DIA. STEEL CASING ON 12" '� Job No. 02190372.10 Drawn By W R DIP WATER MAIN AND 12-3/4" DIA. STEEL \ 2 MIN. \•�� PROPOSED GRADE VALVES AND (1) 8" GATE VALVE III �- • Date 11/05/2020 Designer WR _ CASING ON 6" C900 PVC WATER, INSTALLED BY OPEN CUT RECLAIM AND \ 3o'RCp _ ■� 12"DIP - _ y�////// ' ••■•- ��„ „_ ■ I 290 � WATER MAIN ///%/////.%///////////////////////////////��!--- 290 PER GAS ENCROACHMENT �11�1 � - 24" RCPIN ```► ►►uuuivl `��,�Q�� CA R��% %, ; 11 • Q� �9l •• ; = • SEAL • = _ ♦ _ : 028892 : = • ' ' F 1 �• � •• NGIg ••` •.•• ��;,,(�, �•.......... DocuSig4 6: ••^•'••• ., `‘�` �t,ldr'a J HIM►►" �8/12/2021 ��' / _ \ 1 \ IJ \ 48" RCP \ . • •-�• viriuiii. rrrr/i/ 2' MIN. : II _ \ / \ 2' MIN. / \ 6" C900 PVC RECLAIM - 1.5' MIN. a WATERLINE 5' \ .ii • _• MIN. "7..////////.'//////Ar-7 \ Ft iv ■ %//%////z ♦�1 �■■■■■ - 2' MIN. 285 6"x6" TEE WITH (3) 6" GATE VALVES - 2' MIN. ...\ \ 3I MIN. _ / 1 5' MIN. `' 6" C900 PVC RECLAIM 285 \ / / WATERLINE 12"x8" TEE WITH (2) 11. 1 12" GATE VALVES \ /II / \ 6' C900 PVC ATERLINE IM- \ U , 12"x12" W TH (2)12" GATE NOTES: AND (1) 8" GATE VALVE 1 60" RCP / I- 1.5' MIN VALVES, 2) 12"x8" REDUCERS, AND (2) 8" 1. ALL WATER MAINS SHALL BE INSTALLED WITH A i 2' MIN. s"x6'x6"x6" CROSS WITH (4 6" GATEVA VALVES O GATE VALVES ■ ■ MINIMUM COVER OF 3 FEET AND MAXIMUM OF 6 FEET ■ 280 - �� 280 MEASURED FROM THE TOP OF THE PIPE TO THE 6'x6" TEE WITH 3 ( ) ° _ Revisions 78.70' 8" PVC @ 0.45/° FINISHED SUBGRADE OF THE ROADWAY (OR AS II""' ' 6' GATE VALVES J 193.17' 8" PVC @ 0.45% 1 PER TONS COMMENTS 2021.03.08 OTHERWISE DIRECTED BY DIRECTOR OF yl 4-� - 166.10' 8" PVC @ 0.45% - ENGINEERING). - 2 PER TONS COMMENTS 2021.04.14 8" PVC @ 0.45% 2. SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL 190.00 _ 275 REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH _ 275 3 PER TONS COMMENTS 2021.05.12 THE STANDARD DETAILS SECTION OF THESE STANDARDS. - 3. SEWER MAINS DEEPER THAN 20' ARE REQUIRED TO --�_ ■ 4 PER TONS COMMENTS 2021.06.09 BE DIP, WITH 401 PROTECTANT, AND HAVE 5' - MANHOLES. 270 �M 4. ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE a M . -■ 270 _ m M = = RESTRAINED JOINT. o = m _ m M co _ _ _ s S 1 360 (4' DIA) -A:24+64.85 M: 302.16 V. IN: 292.15 V. OUT: 291.9! 25+67.13 : 304.21 I . IN: 294.39 (M . OUT: 294.19 i 200 (5' DIA) A: 29+61.14 0: 299.33 -I /. IN: 283.50 (I /. OUT: 282.50 1 1 I 186 (4' DIA) A: 32+59.11 A: 294.10 /. IN: 275.95 (I /. OUT: 275.76 34+49.28 : 295.98 IN:277.81 (M IN: 277.01 (MI OUT: 276.81 1 H 87A (4' DIA) IA: 36+15.56 M: 294.57 V. IN: 278.76 V. IN: 277.96 A: 38+08.72 A: 297.40 /. IN: 279.03 (P /. OUT: 278.83 A: 38+87.85 - A: 296.68 /. IN: 279.58 (I /. OUT: 279.38 Er Er 362 (4' D 26+73.2 : 306.34 . OUT: 291 0 N D -■ 0 v 0 ccr = v O Z 265 �aZ Z �> > =Z Z _ �m > �� Z �`aZ_Z coceZ z = m <cm> > > co rem z z �aZ Z = �`Z ..... tea - = ~`Z_Z tea_ 265 Er N CO CS) N V N N C, O co CO D) CO O O N `Cr O O CO CO CO O O) CO CVCO O O CO CO CO N- M C") CO O O CO CO CO O CO M ,I.CD O O CO CO CO V M CO ,I. O O CO CO N CO ,I.M O O CO CO M CO '=! CA O CA CO Cl COIn '=': CAI CVI.--O O CA CO Cl COCO CO CO O D) CO Cl M In Cs! 0) C) D) D) Cl Cl M CO I- CO D) CO Cl Cl M N CO CO CV D) CO Cl Cl COCO N In O O) CO Cl Cl O V O) V CO D) CO N N CD M '=::O V V D) D) N N CO CO V `I'CO CS)D) N Cl D) V CO V O D) C, Cl CO a)CV O) V O CS) O N CO a)(O O) CO I.- CS) CS) N N a,Er O) M CO CS) O N CO ErCD '=?O CO CO CS) O Cl CO D) O O) CO 0')V O) O Cl CO ErErCD N CO 0') D) O Cl CO COCD CO CO ..1. D) O Cl CO CO CO O O) O Cl CO CO CD CO -1- 0) D) Cl N CO ErCO M N- N D) D) N N O ti N O Q) CA N Col coN CO CO CO CO CA CO Col Col '=?CO CO CO CA CO Col Cl co CO D) N Sheet No. C 6 • 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 39+69 DocuSign Envelope ID: B924C3D7-3639-4ABB-88F0-F57F991A416E k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.1-C6.14 PLAN AND PROFILES.dwg-Thursday, August 12, 2021 2:36:26 PM - PIATEK NUNEZ, ZENON \ \ { IsTsn'' ��"" � \ \ � I; II I i ,\ +� ■I ,� 281 .�,�■ . 1 , \ \\ _ / I il t I ,�,�.., I \` + CB 17 ,fit �" I d �i , 1 . 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I I I -953 A: 43+56.: I r, STA: 44+36.1 I I I I 310 c~/) i REQUIRED =331' a, a, a, -STA:45- 310 a) LO CD o g VERTICAL SIGHT STREET R co co m U N M o DISTANCE (RT TURN) _ U o w Wccocco ¢ ¢ REQUIRED ALLEY14- =287' w w ce tb -cece CI) U) Lo LV, IJ.JJ I 305 ao °° v M M (o U� 305 J M[) EOM N V CAOO CS) 03 YIJ TYJ STREET CB - 906 STA: 40+16.55, 15.! CB-921, - - STA: 40+16.33, 15. IA LIJ CD Q I- CD REET R_ IN N V cn cn 300 waa W-- �,;o a+ + 300 / FIRE HYDRANT c" c > .... cc) o + v VERTICAL SIGHT c�¢ -QQ ASSEMBLY VERTICAL SIGHT w a W N Q N •" v o �; DISTANCE (RT TURN) NOTES: 3.5' S GHT ➢(t �, DISTANCE REQUIRED (RT TURN) =287' m �� > REQUIRED STREET =287' R 1. ALL WATER MAINS SHALL BE INSTALLED WITH A ELEV. 3.5 SIGHT ELEV. 35' SIGHT ' `,� 1; ' STREET D1 > aw J I I MINIMUM COVER OF 3 FEET AND MAXIMUM OF 6 FEET MEASURED FROM THE TOP OF THE PIPE TO THE ELEV. - - VERTICAL SIGHT 295 ■■■` 35' SIGHT1� DISTANCE (RTTURN) 295 FINISHED SUBGRADE OF THE ROADWAY (OR AS - r too°i° .,,, ELEV. 3.5' SIGHT }9 REQUIRED =313' OTHERWISE DIRECTED BY DIRECTOR OF PROPOSED GRADE ELEV. -3.5' ELEV. SIGHT ALLEY 12 ENGINEERING). .� IFIRE HYDRANT 3.5' SIGHT 2. SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL ■ Job No. 02190372.10 Drawn By WR 1 ASSEMBLY EL:V. REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH ■ EXISTING GRADE THE STANDARD DETAILS SECTION OF THESE Date 11/05/2020 Designer WR 290 A ' ii ''- _ 1 290 STANDARDS. RCP` �•� 6'45° T 3. SEWER MAINS DEEPER THAN 20' ARE REQUIRED TO `.��p��N .e..,• CA / , Q 9 .. • __• SEAL •, __ : 028892 • • ' • • ` �oo��sl9�.yBR 1111►(� �8/12/2021 ' h�� ••••••• 1�� V�rA V O . , MIN.- BENDS BE DIP, WITH 401 PROTECTANT, AND HAVE 5' F2' MANHOLES. Al,M 4. ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE _ 1.5' MIN. ■■■ \ � RESTRAINED JOINT. 285 2 MIN. - \� I \ 285 \\ 111 \ \ ,� 8" DIP WATER MAIN _ 1132/41-t- - 1.5' MIN. '�_ 6" C900 PVC RECLAIM " ' 138.15' 8 P VC @ 1.37% 8" 45° BEND WATERLINE FA 8" PVC @ 0.45%_ \ imi139.91' - _ \ / 280 220 03' 8" PVC ° 1.5' MIN. 280 � , I ___ 8"x8" TEE WITH (3) 6"x6" TEE WITH (3) " GATE VALVES NAgiumeimie 6' GATE VALVES I Revisions 1 PER TORS COMMENTS 2021.03.08 2 PER TORS COMMENTS 2021.04.14 275 275 3 PER TORS COMMENTS 2021.05.12 4 PER TORS COMMENTS 2021.06.09 270 0, 270 STA:41+07.88 RIM: 294.49 INV. IN: 280.77 (MH INV. IN: 280.77 (MH 3: INV. OUT: 280.57 (MH m Q s � MH 93 (4' E —STA: 42+47 RIM: 293.0. INV. IN: 281 INV. IN: 281 INV. OUT: 2 +,- F < co'-N 00 D 0 265 = m ,__ cow ? 265 N CO CO CA CO CO 00 O LC) 6) 0) CO CA CA U) U?O LC) O 0) 0) CA CA CO M LC) 6) 0) CO CA CA U) '4? V cc;V 0) CO CA CA CO CZ! ao a) C) CA CA COLC) '4?CZ! C) 6) 0) C) CA CA O) C) 6) 0) C) CA CA C.. CAC- 11') 6) (V 6) 0) C) CA CA O (D (V O 0) CO CA N V lf) M W 0) 00 N N 0 O - C.-O O) C) N CA V O (O O 'CC 0) CO CA CA C.. 0) U?U? N- O CO CO CA CA O 0) O (O 6) CO N- CA CA (0 (0 O LC) - co 00 CAN Sheet No. • 39+69 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 DocuSign Envelope ID: B924C3D7-3639-4ABB-88F0-F57F991A416E k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.1-C6.14 PLAN AND PROFILES.dwg-Thursday, August 12, 2021 2:36:58 PM - PIATEK NUNEZ, ZENON / / RETAINING WALL #12 l , I I I I ( \ _ _ / iI % �/ -1 \ S \ 1 7 1 MH 230- I \ I \ I 1 1 / J J WITH SAFETY RAILS I ( \ / gldD E�1UNBARY / / \\ J L ` \ _ `� 1^) % / 1 — "l -- mfr �Ar �� I I rAmw" I I I -� IA I +++++++++++ ++��\ -- -,:14- ----- + ++7 AarA,�iI11-AVIV l ,""",MH230\ ++{� i� + � mac+ ��+ + - - �r� ��i��ri�- ��:��i� �� \ \ + + + +\ �4- + \+ / rjg 1 mmr-mimihs �, j �" y r - — 1".• n' m . I m . . ., MI :d \--- 1\— \r -t — N''' -- —1— — — -- \ 441IP i i \ \ I MOM dIMMIMM•1 1 , ,..../ , i ......- ih, . , N. \ WiLhei Engineers 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.33, r A II I 171 % �21� MH229 r (� �' \ l ) I _ r.i — 4--I© JB 2053 0 0 0 J J 0 1 'I �� I 0\ ) v/ C s 0 , I C ) 11 / / / I0 I \� \I e� \ Co I®�CB I _.,- \ 1 1 rl`r 'SECTION 51 / SECTION 4 - �i� - 8 7- ,� CB- 8 1 el \ i 1 I ^ \ \ I q i! z H i z / �� STREET D \I:�� 1 , OU I - STREET D 55' PUBLIC ROW ()/ �, DI -1230 / / / ► \ MH337MH - (55' PUBLIC ROW) 336 ��.� ,�._ �� / - ' 7 �a �Ek- Ill I (55' STREET PUBLIC D ROW) / �� `�? O - ' ' 1/MI � S "` O'E &Ml� lMii ��i iPi '�'! '5 1 �' \\ 2�i # l llk ` �Ail I iE 111 e s ISM 1 [�i. CB -1203 �' P(//1� ;,:. •:r: �. ::• • ";:'• +t �11 MI i®AM1 lI �f,�itI ! CB n` 1224 IM«Idit►�I�I�1' ill? i EIt1I MIL__ II I w � .!CB 830 �7II IlJ�I��—� ►�I_�� _CB 831 I LL .%°—�I=CICi11MI _ '�-i ■ ■ Jr �� 7�■■ i ld i tom■ ■ ■ W ■�� •15+00W — ■' W I 18+00 �F10-00 W 1/ 11+00 W 12+00 argil 13+00 4+00• N - 16+00. 7i00 I m�' r� . �� ' i y �►�■ 1� I� Ss n _�r�a� R R 3.10.1 ft �Mi I ['MI��I 1219A -�-�■�■��■��.■1- — '��- ■ h 1 ��N � �+ CB 826 MIil ��l g� CB - 827 ,_ ��■�■��s�� 1229 v�■� ,em"— �"_ If CB �� ®' �rII�J1��1J11•>•IaI>•f� - I1aI�IM1. 'jrIImI�1�1�iir�ii1 _ -IIII IOIiaN111 w k ,• .. '� MH 339' P� 1.�1.,� I ICI. i� ::. N � �I_. 1 • o l 2 a a a. � � 1 .--.: a _..1� � a 11~N N _ -1- ,� o \` . _ . .. ralL I 1 lira MI I iiii w I 1 / I 1G ' -• 1 n / I `` / z J CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA SIRE (55' PUBLI �:. ;' T / 1 / / / I 1/ / /T / / / 111 I \ L I \\ / 11 / w 0 w J - I �' I I I®�®' r / —' LLJ / i / / 4 r`I - 0 � 0 / 0 / CD / I 1 / 1 CD / / C/ /CD / ( S I CD \ 1 � I I CD (C � / �_ ` ^v � 408 0 czi w ?' �I \ ` ��I�CB 825 I I I I ®� ,GD ®/ I r ® �1 J / law / c> m I / / / I / \_.--.\_ �" \/ - I `.;I l II / - / 1 / C CB 81' -1� A s; /— V , r I I / 0 O r �; / � ` r I 1 � ram1 ' � � � \JIIILtL. i 1� o �� i *cJJL' k1�� I l SECTION 4 �CE 1219 i, �— �Z. . 11CWAHEIZ- ALLEY 1 8 / ALLEY 1 \ I / 17 X j - / 1 r �■ (25' ACCESS EASEMENT) /_ i r -`� _ CB 83-, i (25' ACCESS EASEMENT) / / ,� " - �/ I) / CB_1226 I 1 . — - - - - -'-_-_ - J, - CB-1204� _ °_ _ = = - = �..�� - _ '�'�---� -r__ - 7 50 GRAPHIC SCALE 0 25 50 100 1 inch = 50 ft. SCALE: 340 o LOW LOW PT STA: PT EL: 111 320 STREET D 1" = 50' HORIZ. 1"=5'VERT. 340 STREET D PLAN AND PROFILE o PVI STA: 11+96.31 PVI EL: 311.27' _ co•it co ■■■ K: 31. AD: 3.13 5 LVC: 100.00' a,ao a,°O w 'VI STA: 15+38.1 EL: 315.14' _ I I �° II 'VI STA: 15+7; EL: 315.14' 335 ± ° M w STA 315. 1 I 335 c~i)w M ,y... 02.19, 11 .50' L ZIP N + N Ce Zip 330 330 ., N N C O N + O a, . F U CO C.)N U --■■■■ 325 o M VERTICAL S GHT 325 VERTICAL DISTANCE SIGHT TA: 12+07.47, 13.5; I 227 12+07.53, 11.45' LI CB -1224A I STA: 12+23.47, 1 L J o DISTANCE ( RT TURN) (RT TURN) u co REQUIRED =287' REQUIRED =287' N N O a0 • / 'r ul o� 0) 4. Q — NOTES: \ 320 VERT CAL SIGHT �� \ �N— ' �' °< i;� a r 1. ALL WATER MAINS SHALL BE INSTALLED WITH A 320 MINIMUM COVER OF 3 FEET AND MAXIMUM OF 6 FEET DISTANCE REQUIRED (LT =331' TURN) \ CA N� N + 3.5' SIGHT MEASURED FROM THE TOP OF THE PIPE TO THE ±STA. 10+00 EGINCONSTRUCTION --T- coQ oN �� - ELEV. - FINISHED SUBGRADE OF THE ROADWAY (OR AS SECTIONS1-5 \ 35'SIGHT ➢ ➢ ➢ ➢ ➢ ➢ ➢ ➢ ➢ ➢ °O~ U� 2.091° ° OTHERWISE DIRECTED BY DIRECTOR OF Job No. 02190372.10 Drawn B By WR ELEV. 3.5' SIGHT ➢ ➢ y 1 PROPOSED GRADE ENGINEERING )� 315 ` _. I i ELEV. FIRE ASSEMBLY HYDRANT FIRE HYDRANT ASSEMBLY 3.5' SIGHT ° ?'Ogg° 208°�_ 2. SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL 315 Date 11/05/2020 Designer WR 2.00% \ ELEV. _ REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE STANDARD DETAILS SECTION OF THESE ``%% H CAR �'•ii .�� O��••••••••°//�ji�. `�.` ?.Q�pFESSioNgl.9 '.,; • SEAL 028892 •• NOV i •••• • foss �� • •'� g �, , ' m . ,:`�`` ��I►In1►1/1� 8/12/2021 ��a� — ■■■ 1.13% / 24" RCP STANDARDS. =wI 2' MIN.— 3. SEWER MAINS DEEPER THAN 20' ARE REQUIRED TO — ■■ — � ___ ■ =— ^� — ` 18„RCP — BE DIP, WITH 401 PROTECTANT, AND HAVE 5' MANHOLES. 310 l �� EXISTING GRADE 2 310 15" RCP 4. ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE D15" ' RESTRAINED JOINT. RCP ,,,,,,,, 273. 33 li LF8'PVC @ 127� -2'MIN. 2' MIN 1 MIN. 11l 15" RCP % 8"x8" CROSS WITH � 5' 6" C900 PVC RECLAIM 6"x6" CROSS WITH (4) 8" GATE VALVES @ 1 •$610 305 =� _ WATERLINE (4) 6" GATE VALVES 1.5' MIN. g2g.85 LF $PVC 305 178.9� 2'MIN. �- LF 8" PVC 0. @ 50% BLOW OFF 1.5 MIN. — II 1 II 6" C900 PVC Revisions ASSEMBLY I DIP WATER MAIN 11 1 PER TOHS COMMENTS 2021.03.08 8" RECLAIM WATERLINE 300 30 RCP 18" MIN. (8" DIP WATER) 300 2 PER TOHS COMMENTS 2021.04.14 • - 2' MIN. (6" C900 RECLAIM) 3 PER TORS COMMENTS 2021.05.12 4 PER TORS COMMENTS 2021.06.09 295 M t: 11+78.88 - -3.8' L - I: 313.23 I I . IN: 304.78 (MH 339) OUT: 304.58 (MH 336). 295 ce o MH 337 - 4' DIA. N ' coO E V NAM + ♦— 336 - 4' E t: 30+61.0 I: 315.49 . IN: 303.E . IN: 303.E . IN: 304.4 . OUT: 30 I I cvj M CIO 290 m N Z 290 O M M O I� CD 11') M M CS) CT CTCO V M M a) V M M M a)co N V N oo M M V 00 GD ,- M,- M M 1� 0,! O CO M M V l!') N O M M O -1-1� O 00 M M M O 117 a0 M ,— M M 0-,ll7 O 4 co M M O COO M M M M GO LO ID M M CICO 'II a0 M M ll') CA CO 6) M M 6)V O O M M a0 a0 M Sheet No. C6.8 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 DocuSign Envelope ID: B924C3D7-3639-4ABB-88F0-F57F991A41 6E k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.1-C6.14 PLAN AND PROFILES.dwg-Thursday, August 12, 2021 2:37:37 PM - PIATEK NUNEZ, ZENON N + + 1.:';; + + + +\+ _ + + -4- --.A( +� + 'k + +e + 1+ +/+ + +/�++�+++*+ + + / + + \ �' / CB - 945 I - - '� CB 944 �� ,� CB�9431 r Ifi_ I - l� +� c6 942 �� CB ' A\ V A II - 904 I \ + +�+ +\ \+\ + 4 j' +/ +� + + +� + _ �-_-_ - -- _- - _ - - - _ - - _, -_,_ — -I - -- - ..�M��r a _� _ �• _� - fi T ��¢I� +` + + + �:3i�1 +/ +— _ ALLEY 11 MH 94 I n: MH I.DI 94 / ��_ ��.�,� + + + _1111 __ _ / �,� ice' I 1 I a + ` �� / T' _ -� - -� �� / v 'c-_ ��as z / ` ADS 966 N. / I (25 ACCESS EASEMENT) ��_�_��_�-_'_�,, / / © I \ s�� !s�� - - • _ - �\ i I I ,_ �) risigipmEri / / ADS 966A \ \ \ \ I / �''� 1 , \ `' _ ' _�----- l�n �1 �_ =r�\ / i / •�� - RETAINING WALL #9■�nia�ia ! I II �I 11 � \ ► / / , , / 6131•11n 17 CB 1110111 'I r, "� -T , , — - 946 r 11 I / i L � / hi I,d/ \ \ v / / � , I � � � / � Ili ► 1�1 w m�////` ) I / - � � . / . � I ,� � o . -1--- Ili til _, ____ iii // 1 III I• CB9 / ` ///// /�l [�►I 4, / lFIhIF WiLhei Engineers 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.33, �IC I/J . liN II MH 335 , AMU I� / / Il ' I/ �J (55' PUBLIC ROW) J _ - iL�i� _ - � �� .. �� / ., - , �_ �. � �� vimmr \ \ IVE EFFE �' 'gig': ll��l1;�CB �!� fRfi��tCi4 CB ►11;■19�k:$�iI■f CB 933..,...WM1__�alWinli CB-932 N \ \I \ \CD 1 RE I �� sm;a:M�l�l■I�raz::�1l:i'> 7 lII� CB 831 �� - JGV��lrl�l•�Jl�� / III��DJrI 979 _ _ ■II�_��_ __ �! _ CB 935�� __ - - -- - ,�AM.i - _� -_ - i/.3LI�P � _ _ - W. _ ___ -_- _== _ _== ��►�I�: - i11K - _ I \ \ \ I 940 DWFUT Z - - --• __ — _ "■ ' _ ,= ��—`��- __ _ ■■� : - _ :�m� �mo:m ; .�: .., ��:� 26+00 �. \ DI Ji i� N19+00 W 21+00 22+00 W 23+00'� El mare 24+00.,Fmk emus►. ,\_ 25+00 IE`� 1�MEM t�'1�1�� 27+0027+54.34 \ \ 17+00 W 18+ I I� 20+00 U,._ .' 17M �W �1!!�■►��i, ` i mire III1IOFL j II z ,►_ SS / I,i �� ►� 41E. I- �. 1� 11 air li:'' ��--. iL� r �`' I� I' ,.�'.._�l�' .....�,�. IAY..�► \\ II MH 92 \ 11 I . �k- . ��. BMW.\ .III . a - -- I � / I ' ram,. �� - ��irt,.. _ — G � �� , `I�� ll-�III� 1�6 ��lI�I� �mr. SPRIN S II "—AWL ��i7_I D `vl��l�I� 1 �� l�l�� ,� \ ►,�� ltl� �� _ 1°__ �.. CB 938 ` �� CB 939� . ��rcl\ 30' HOLLY U � CB 827 / 1.11M1 ..�� `�� .��.. ��.� .��.��..��.� ` -.�� . �_ \ \ BUFF ' - :' �%'' 0/ 1 -WT1 �' At,, CB 937\ r�1�wr�l73N1�lpflli�FZl3lp•�lri�tl►t�.;- \ I ® CAPEFEARB [ �- �p?: �/ �� IHl�fl c6 sso pi7y��IACyleb��Il�1�e��1y1�1p�� c6 mu EhIQ56pi1_q�6a�g1��1 ap�yd r161;1�¢1��9GiaapllWl6�wAliaT� INISELIMIi RIMIREE EDZE t.■'�.`IZ:v'K LFi� \ �` \ 1 I / .y,' 1; :'�i'..rs::w.a.:iY .' .:a ` M y 9'N.. ::.:.: �/,�ISKIRIPf '.r ESIRSI 1i> iCA�'XPitle�lNti -936fG �"wr3 `�'11 h - t1ei3F'S�RMII dRINE1ItN51:�[A tCi¢tIy W�KER �81t[:5IMMIA ` igi., / �r II 1I �� / / ' u �I I IMIMI i �I III i �L 11 ..� \ ogis �l iIIkill■�_ I) /! �:'r: �� ■ / - _ I> _. _ ■ - ■ - ■ - ■ \ _ zI wII / c'LnCD Q CD / 1I ® ® ® I ( ® itt, 1JI0III1I!II\ I \ \ 3 /? 11 11,�1 *1 I I ®/ 1 s_ i J 906 / / / I �I�DI fi W I I \ �P) ;CB \�k 929 ✓j r � p \ _ I B: 921 /� _ to a h I odi ' ■ 1 II1011111 \ ! pr4I I I I,� / , / wMINI 1I \ 1"1111111 ,I �� I IN �//f .� l / ® ( 1IA I/1WfIl h \ SECTION 4I A►' I � I I ♦ �� / / / I\40I „ GRAPHIC SCALE --1 CB 923 - / I so 025 s0 100 ALLEY 1 2 „ _ __ _ --ALLEY --_ i /SECTION 1 �� 71 //%/ /(25' CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA ACCESS EASEMENT) _ /- #MMMI�1 I -I RI CB 83j > I ( 25' ACCESS EASEMENT ) I � ■�I/1�� I / 1 f _ CB 927AIWAIff C CB - 925 , ,_�� /,. - - �� 1 �i��r� I - - -• �- - - � — _ -' - - - _ - - _ = - - - > ('F' .Aim ��r��Uriu��\�`� \ i J _ ° WIl 1 inch 50 ft. 340 STREET D 340 HIGH HIGH PT STA: PT 19+36.83 EL: 321.00' SCALE• PPIVIEL:324. 1" = 50' HORIZ. 9.7 580 1 " = 5' VERT. AD.56.59 LVC: 525.00' 335 TA:17+70.30 EL:319.26' 0 335 _I ce L, O N N Lq l O VERTICAL SIGHT rn No co DISTANCE REQUIRED (RT TURN) =287' �- u., N " + N 330 STREET M / m r ti �v 330 °' VERTICAL SIGHT J co o J DISTANCE REQUIRED (LT TURN) =331' , - STREET M rti csr\ mH `�' -- (A: 20+69.9 co N \ 325 DISTANCE VERTICAL (RT SIGHT TURN) I M co EXISTING GRADE o N 325 REQUIRED =287' co - ao VERTICAL SIGHT m r Q �D v DISTANCE TURN) `� - 3.5' SIGHT _ , REQUIRED (LT =331' 4.ELEV. �� / - 3.5' ELEV. SIGHT> _ _� D '� 320 r__ — D 320 - _I ■■I_■ 8" DIP WATER �-� 11.60' L. o 0 w w STREET D PLAN AND PROFILE - ASSE ; BLY J MAIN �15" RCP 3.5' SIGHT • \ \ Ce N co .' a _� ; co co M ii. I _ ELEV. \ o v v 315 �� '' RC............... 6" C900 PVC N N VERTICAL SIGHT "' N v ��- ............. p.ii.. a' RECLAIM J - -- --- 3.5' SIGHT ELEV. ao r ao r DISTANCE (RT TURN) 4.4.1. 1- WATERLINE __ .. - --ce -�_ RCP \ v `n v `n REQUIRED STREET M =287' w co co - _�S ----'-- "` - 2' MIN. PROPOSED rn LF 8" PVC @ 1.00% - 2' MIN. - 1.5' MIN. \ \ _- - ----- -- :-�--- o GRADE I_■■■ `' rn v M 310 172.14 � _-------- �, o osi N M 310 \ _ _ ____ �NUl N N Ncs! N•ii V pV @1.86/ p C 8' __ \ c�cn co N 1- rn N m N NOTES: 328'85LF 1.5'' MIN. - - ,`------ ��, '---- — srr ^ - —i �� co m u, mu, c w a w a w 1. ALL WATER MAINS SHALL BE INSTALLED WITH A -----nCp ` cow MINIMUM COVER OF 3 FEET AND MAXIMUM OF 6 FEET MEASURED FROM THE TOP OF THE PIPE TO THE 305 11L —''--..-: `_ \- �m 305 FINISHED SUBGRADE OF THE ROADWAY (OR AS 6" C900 PVC RECLAIM - --- ` \ OTHERWISE DIRECTED BY DIRECTOR OF . WATERLINE = ----- '---_- -.. 15" RCP ° 3.5' S GHT J ENGINEERING). 6"66" TEE WITH (3) - '---- ELEV. CB - 939 STA: 26+76.99, 19.49' CB - 932 o N " 1- 2. SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL 6" GATE VALVES -�- REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE STANDARD DETAILS SECTION OF THESE 300 88" TEE WITH (3) _ 8" GATE VALVES 4'69gCFe�V �_ �' o \ 300 STANDARDS. 44S) \ 1g. � ' _ 3. SEWER MAINS DEEPER THAN 20' ARE REQUIRED TO 2' MIN. —�' .` - -- -.. 15" RCP BE DIP, WITH 401 PROTECTANT, AND HAVE 5' -----_-_ =- -------- MANHOLES. 1 ' 4. ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE RESTRAINED 295 ----�— _----\ JOINT. 295 7B�RCp .. Job No. 02190372.10 Drawn By WR `; 1 36' RCP Date 11/05/2020 Designer WR 2' MIN. .... -- -- - 1-- - o►►uuuio l. `�• : •.• Q�Q Nq /'voi % l = •; SEAL 2 = : 028892 : •'••..........N�I NEB-:••' • �•`�� '•, • ✓ DocuSi�m� ��` VU v' 't 46,/Ai M►►� ``s/12/2021 290 -\ 6" C900 PVC RECLAIM WATERLINE ` 290 8" DIP WATER MAIN ?2es3(FB„pt/ , 285@4so° ° ,\ 15' 285 MIN. 8"x8" TEE WITH (3) \ 'MI 8" GATE VALVES ilitiiiiiiiiiiiiiiriffilfr 280 6" C900 PVC RECLAIM WATERLINE 1.5' MIN. - 280 Revisions 1 1 PER TONS COMMENTS 2021.03.08 2 PER TORS COMMENTS 2021.04.14 6"x6" TEE WITH (3) 6" GATE VALVES 3 PER TORS COMMENTS 2021.05.12 275 275 4 PER TORS COMMENTS 2021.06.09 270 M M N 70 MH 335 - 4' DIA. STA: 15+00.98 - 0.1' R RIM: 320.10 I INV. OUT: 311.72 (MH MH 334 - 4' DIA. STA: 19+50.00 - 0.0' R RIM: 303.48 I INV. IN: 291.24 (MH 33 INV. OUT: 291.04 (MH ^ - = a, M MH 423 - 4' DIA.- a: 30+60.62 - 1: 320.83 I '. IN: 310.00 (M '. OUT: 309.80 - 022m M ti C/) co N- STA: 15+33.( _RIM: 319.55J 6Q cc! N- N: co �00 O N V00 CO N + g N N is + VNZ Z 0 265 m Nrcz z z p5 Sheet No. w I //�� / • /V_•`7J N CD M D) I� D) I� O N M M V D) 00 D) a0 N M M coco c0 (Ni N M M co .1- "? . O N N N M M N I- D) CD O N N M M D) CD D) O O I� N N M M Cf) N N M O O N N M M O CO N CD O N M M M CO N M O M M M CC) N N W a0 N M M CD COCf) CO <0 CD N M M N c0 .1-. O N M M CO V N- W N CO M M CO N "1-.I-- O M M M CO N N a0 CV O M M 6) I� O .1-.N- lC-) I� O O M M .1- N .1-. 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J MH 203ura�9' - I ) \ \ \ I I \ CB - 1216.:, cn cn �� re-se�is c o�u,: f �+/� \ \ \ \ _ I 20'PDE I \ \ \ 1 I V _z. _ _ i �, _ .;` '97� ,! ��/��' \ \ I I \ J \ SECTION 16 �■ n r \ - I ^ \n \ J) O � J CB 713A (:, a I I l \ 1 \ \ 1 \ \ \ ' �� / \ 1 -1 \ `1 �� l� - - - - \ I �.-� `W �I W > I J L, j� \ \ \ \ \ \ \ I Q I CO ) , 2, 1 % `\ 1 ` \ \ _ _ I h ( ( HAL ll E I - DI 718A' F II� \ v O 1 Q a A LTI /\ \ I B�IC,10 PUBC C 20' ICU- A\TH( - - — 1 14, l'P) \ 1 0 �aa�n.�.��i.uts� I IN,ms ` I \ \ UL,I�SET RAILE�ASF�MEI (TYP - �1�� \18 1 4o CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA - �\` LI-Iz ...4• \ �� i ( / S ` ( \ \ \ ` �� \ \ \ 11 C� W I I�i402 I I I \ ( N W W \v I` W ' \ I \ Q tw I 30' ) l I \ ( ( \ 1 I� I \ \ l \ \ \ \ W W W \ .I s e \ �� g4 I \ I 64 O - PUE h 4\ \\ - - y W _ I { \ ` % - -_- 1 \y �, — o cc) \i I Z 4� i - (1 �� / \ \ \\ \� \ \ \ \ �\ W W\G* �\ GRAPHIC SCALE I i '� �� LLJ Nis9�.�.�'tIrI�.1.Eai' / \\ • — �a�►�sr�:om .:III► �ill�l�. ■�; I ►I I I i / \ \>, — I C \ l / \ \ — \ \ \ ( I 1 / 1 1 /� \ \� �� \ \ \ Wes— W W W W\� W 0 25 50 100 \ \ \ \ -N I\>\\\\\\`\►I(I(f`\\\\ 4, 4, u, W \\ \I \I )4-ItiCP L \ I L \ V 83 o <. \ 1 \ 1 65 I / I I I I t S ( w ' ( w l \�7% 1 1 �1 \ \ \ \ \ \ _ \ \ \ \ G �1 I - \ V- \ 1 \ �_ 1 W W \ 1 \ \ \ i ( \ \ \ \ 1 \ \X\ I ( ( I \ \ � \ \ \ C. �� \ 1,, 1 inch = 50 ft. \I . _ 340 0 STREET F 340 SCALE: ■■■■■■■ w w w w LOW PT STA: LOW PT EL: 11+19.51 320.95' ■■■■■■■■■■■■■■ ■■■■ —■■ .. ■■■■■■■■ ■■■■■ LOW PT STA: 19+10.37 LOW PT EL: 307.41 ■■■■■■■■■ • • , , ■— �� = 5 0' H O R I Z. ■■■■■■■ I- cn cn PVI STA: 11+19.51 PVI EL: 320.71' ■■■■■■■■■■■■■■ - _ -ct- ■■■ —■■■ HIGH ' ' t •' ■■■■■■■■ ■■■■■ PV STA: 18+72.87 —■■■—■■■■ ■— !3+05.88 23+18.88 1 " = 5' V E RT. ■ v u) co M ez! K: 30.0 AD: 2.50 ■■■■■■■■■■■■■■ + - N + !2.90' ■■■ VERTICAL SIGHT ■■■ • ► ■■■■■■■■ ■■■■■ PVI EL: 308.33' ■■■■■■■■■ ■■— O o ■ co o a� LVC: 75.00' ■■■■■■■■■■■■ N ¢ ■■ DISTANCE (RT TURN) ■■■ ■■■■■■■■ ■■■■■ AD61.5 LVC: 75.00 ■■■■■■■■■ ► ■�— rn �� J M REQUIRED =287' ► ' N N N 335 0 0 EL: 322.21' i 1 ,- �m ■■— O �• ¢ c~n ■■■■■■■■■■ a w a w VERTICAL SIGHT ALLEY 6 ■ i■■_ ■■■_■■■_ _■_■ ■ N. _■■■_■■■■ — ■■■ —o_ N w a w 335 VERTICAL SIGHT 1- co co■ EL: 321.1 i, 13.52' L I I ■ ^TDCCT ■■■■■■■■■■ ��' ■ DISTANCE (RT TURN) Y ■ -' ■■■■ ■■■■■■■■ ■■■■ o+o`D ■ + a'o v, ■■■■■■■■■ __ ■■■ (V �' DISTANCE ( LT TURN) a 18, 13.48' ¢ c~n ■ ■■■■■■■■■■ (N, ti `' ■■.I REQUIRED STREETG =287 M ri ■ ■■■■ ■■■■ ■ ■■■■ r� ■ r� ■■■■■■■■■ ■■■ csic,i0-' r� ■ REQUIRED =331' ALLEY 6 ■ ■■ VERTICAL SIGHT ■■ a w ■■.I I ■ ■■■■ ■■■■ ■■■■ COW ■ COW ■■■■■■■■■ ■■■ N w ■ STREETG ,' o ■■ c? REQUIRED( 287 URN) ■■■—■■„ DISTANCE (RTHTURN) M ■—■■■---■■■— ---■—■■ ■ —■■■—■■■—■■■■ ■■■■—■ 330 u, N o � w a a ALLEY 4 REQUIRED =287' M+ M 330 ■,■■ v ti ■ w (n (n ■■■ v cn ao VERTICAL SIGHT ■■■ ■■■■ rn DISTANCEVERTI( CAL RT SIGHT TURN) ,■.■ ■ ■■■■■■■■ EXISTING GRADE — \`� D -TURN) STANCE (LT ■■— ■■■-� N REQUIRED =287' `,,• ■■■■■■■■ =331' a ,,�� ■ ` ■ r _ ' -� ALLEY 9ED ■■■ ■■■ o N ■■■■■ ■ ■■■■■■■■■ ■■■■ ■ 325 3.5' SIGHT = a '� = •� ■■ 325 ■■■ ELEV.3.5' Q � �=�• — ➢'� '3� 3.5' SIGHT ■■■■�■■�■�■■■■�■■■■ ■■■■�■ IGHT -'��' � • UEL _/ 35' SIGHT 3.5' SIGHT ■■■■■__2.0010 ° 3.5' SIGHT -� . ELEV. ■ ■■ ■�■■■■■■�■�■��■■■■■■■■■ ■■■■�■ 3.5' SIGHT ELEV. _-2.00% ELEV. 3.5' SIGHTS �_ BLOW OFF 1 1.25% ELEV. ELEV. 1.25°! �� _ _ 125% ELEV. IME PROPOSED ■ ■■■■�■� ■■■■■■■■■ ■■■■�■ STREET F PLAN AND PROFILE ASSEMBLY �� _ PROPOSED EN�DD.GRADE VERTICAL DISTANCE SIGHT TURN)■■■■—■ ■�■■�■ b ■■■�■■■ ■■■■�■- 320 8"x8" TEE WITH (3)III11• ■■■ GRADE ■■�■■� �, CROSS GATE VALVES �� M1 REQUIRED (LT =331' ■■■■■■■ 320 ■■■ 8" GATE VALVES ■■EHYDRANE■■■■■■■■■■■■■■■■� ■�■■_■ �■■■�■ ■■■■�_■ RUCTION ■■■ �■■■■■■■■_■��N■__ ;- _ ■ Q o o � ■■■� , co - f5 � ♦�� ■■■■■■■�� n�■�� -� ■■■■� ■■ �� ■■■■■ co co ■■■■_■ �: ��— _ VERTICAL DISTANCE SIGHT TURN) a `� a. _ _ _III ��■��■■■■■■■■■�� _IMME �4 �� (LT EXISTING GRADEa. 315 —f / X REQUIRED =331' .• ' .• ' 315 ■ �.■■� ■■■■ ■■■■�■ 8 8" DIP WATER MAIN ■■■ ■ ��■_� MIN. i 1.5 MIN. ■■■■■■ CROSS 6" 900 PVC RECLAIM �� - MIN. ■� ■■■�■ S ■ / ■ ��■■■■ ■■■■�■ 6"x6" TEE WITH (3) 6" C900 PVC WATERLINE RECLAIM ■■■■■■■ GATE VALVES ��■ ��■ FIRE■■■�� ■ ■■■■�■ ■■■■ - 6" GATE VALVES ■■■■■■■■■■■■■ �_ �� ■ '1" MWAMDAIN ■■■■ E ■■ ■ 310 . • '�-- Tr 310 ME DISTANCE ( _ 7 _ , 13.52' L ■■■■�■ ■■■■■■■■■■■■■■■■■■ Elb.. V� -.....14 t ■ ■ nom 64 ELEV. 305 PROPOSED - ■■■■ ._ ■ 305 ■■■■�■ ■■■■■■■■■■■■■■■■■■ -''---_ A \�_ ■■■ ■ m ■ .ww__________www 1111I•..IIII ■111 IIli�11■■■■____: -- ----- ■■■�:::. ..I �. ..w w.7 -__..__ .... ■ 300 NOTES _ 210.70 LF 8" PVC @ 0.50% �� ''-- - ._- 24"RCP I �w"1►�� w�. �ww,w _ 300 1. ALL WATER MAINS SHALL BE INSTALLED WITH A ww w. �ww—�wii�wiwi'i'i'w , ., I� _■ '_ ��. iiii :I 1►' MINIMUM MEASURED COVER FROM OF THE 3 FEET AND TOP OF MAXIMUM THE PIPE OF 6 FEET TO THE `� wwwww.w www� -��■■ — .- �wwwwwww w•wwwwww'wwwwww Job No. 02190372.10 Drawn By WR FINISHED SUBGRADE OF THE ROADWAY (OR AS � .� �w I wwwwwwwwwwwwip�w Date 11 /05 /2020 Designer W R 24°RCP w''I—i OTHERWISE DIRECTED BY DIRECTOR OF —■■■■ w.wiw/ww . �. 295 ENGINEERING). ■ — ..... w 295 %%t I I I uii, `No �1/i �� " ..A Ro, �-,, ... p • �......N••,/, �'., . Q� 9� •:• : S= 028892 = • : DocuS19vuira, �;A� M'►; ��8 12 2021 2. SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL ■ ■■ wwww'w.►ram REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH ■ ■■■■ _ ��I 2' MIN- 1■ THE STANDARD STANDARDS. DETAILS SECTION OF THESE ■ ■-■■ ■,� ' 3. SEWER MAINS DEEPER THAN 20' ARE REQUIRED TO —■■■■ `,8', �, 290 BE DIP, WITH 401 PROTECTANT, AND HAVE 5' ■ illikk.CFB"PVC 290 MANHOLES. 322° 12'x8" TEE WITH (2) 11 VALVES AND (1) 8" G 4. ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE RESTRAINED JOINT. `` , 6" TEE WITH (3) 6" GATE 285 285 Revisions 1 PER TORS COMMENTS 2021.03.08 ■ 2 PER TORS COMMENTS 2021.04.14 280 280 3 PER TORS COMMENTS 2021.05.12 4 PER TORS COMMENTS 2021.06.09 to 275 MH 203 - MH 202 -4'1DIA.1 STA: 16+08.37 10.0' RIM: 317.84 INV. IN: 301.22 (MH 203) —INV. IN: 301.22 (CO 6) INV. OUT: 301.02 (MH 201 STA: 29+61.14 - 0.0' RIM: 299.33 INV. IN: 283.50 (MH 201 A; INV. OUT: 282.50 (MH 85) 275 ' ■ I II ■"' 'A: 18+19.09 - M: 310.24 V. IN: 299.97 (I V. IN: 299.97 (( V. OUT: 299.7i 'A:14+79 M: 320.99 V. IN: 310 V. OUT: 31 IA - ■ ■■■■ ■ 27000 270 Sheet No. C6. 0 N coN N MM N M co N N MM co N N 0,0,0,0,0,0, 0. O N N a, V CI� N N N OCIlf° N!CO N 0,0,MM V !9 N CO N O N N 0,0, N LC) (O O Nl) N N 0, O O O NN-N O N 0, 0,0, N- O Nf) N C.,0, lf V N (O O M CC!O) O) O M M a,9+50 COVN- N a0 M O V (.0 CO!)CI Mlf) O co V lf) a? N O co Nl7 LL° CO N- (O O co LL) O (3. O) O) OO co O)N- CO M M coM V (D O N- O M V V a, CC! 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CB -1214A F— a El, CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA ��= CB 1201' ( ` J ,, I�� I I I % �== = ,\ ♦ 100 19+ /_ am1�� •00 .1. �///�r a� f 19+07.85s �JB 2051 ill1 '+ \ / brC B :i_=-= 1213 a- I, I I \-��a 4 % 1 w( - -_ ■\a B 1214 2 r� -\� �� I 1 , IIi / �l '\ \ 1 I / ,II Zr �1•�ECTION \ I 1 \ 1 ( ,it/ \�i \ 1 ��) �� \ \ ► �� ! �� 1� / .tir. �� 1B \ \ \ \ �\ \ +!1 �� I, A Ell \ 1 1 I i - n �� \ ` ( \ I 1\ 16+66.02 ■I (55' PUBLIC ROW) .��i•�� ._ .� , _I CBL1 A \ `\ Lu ECTION�. , 30' HOLL )) ` ` o _ `� \ .� �\ \ Z \ ` \ \ �\ \ \ \ \ 1 l \ \ \ 1l \ \ \�� \ \ N \ 1 ��.� , _: �. \\ 1. �T..:: . : i ' 1 FES / \ I 1205 ( I ( 1 • ) C ` CAPE I/ I 1 �, SPRIN BUFF F + R / \' I) (( � I \ \ \ \ �,. .� \` I I 1 \ \ l 1 _\ \ )' \ \ \ _�a�� / \ \ \ L \ \ \\. \. g \ l _ \ �� 1- \ J \ \ a ` _LLJ / -- I CB 1215 JCB 1216 CO IZ u l Q 2 so (1. GRAPHIC SCALE s 50 goo \ I 11� \. �.\\ \\\\\.\. \� 1 inch = 50 ft. STREET G SCALE: 350 1 " = 50' HORIZ. 350 1"=5'VERT. HIGH HIGH PT STA: PT EL: 17+50.33 323.97' PVI STA: 17+57.83 PVI EL: IK: 30.0 324.56' 345 LVC: AD. -4.00 120.00 345 C STA:16+97 —EL: 323.51" N- —EL: 323.21' STREET G PLAN AND PROFILE 340 .85 STREET G 340 0 J m I I BEET G 20LINA SPRINGS I 335 A 50.40, -19.47 L I I 1 335 l,D- IL13 1 I I STA: 17+13.55, 11.51 R ISTA: 18+60.36, 11.48 R I I I I Cp ce rn CD , -271.51 L 031- OW II M 330 J (T F II 330 NOTES: -N NL EXISTING GRADE co M > a J w 1. ALL WATER MAINS SHALL BE INSTALLED WITH A STA: 13+83.68, —UD- !Zit -) —II I STA: 13+83.19, 11.49 I col- PCB-12347 -STA,:15+126. CB -1212' STA: 16+35.2 -ELEV = 321.43'1 MINIMUM COVER OF 3 FEET AND MAXIMUM OF 6 FEET I I i u) MEASURED FROM THE TOP OF THE PIPE TO THE 22.96, -19.50 I � I � 12091 I I 12+44.59, 11.5 / --� FINISHED SUBGRADE OF THE ROADWAY (OR AS OTHERWISE DIRECTED BY DIRECTOR OF 325 N \ 325 ENGINEERING). M L. `, ca — �T 2. SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL o�� coQ M t ,- m ~ FIRE HYDRANT 8"x8" TEE WITH (3)=8xTEETH �_ REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH PVI STA = ' M o N + o ' col- U CB -1232A STA: 11+21.6 ` ASSFMBL Y , 8" GATE VALVES 8" GATE VALWIVES3) 2.2 ° � ■■ THE STANDARD DETAILS SECTION OF THESE Uy \ ; O8° J STANDARDS. 3. SEWER MAINS DEEPER THAN 20' ARE REQUIRED TO 320 w I I�I, 320 DIP, IH 401 PROTECTANT, AND HAVE 5' ,_ _- 18" MIN. (8" DIP WATER) ' , " - 2' MIN. •\ u _ 2' MIN. (6" C900 RECLAIM) - Ili MANHOLES.BE N + PROPOSED GRADE ° _ I 8"DIP 1 5'MIN. 1.5 MIN. 8" DIP WATER MAIN 4. ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE Job No. 02190372.10 Drawn By WR o No 175�0 II I 8"x8"TEE WITH (3) RESTRAINED JOINT. �a WATER _� III - 8" GATE VALVES Date 11/05/2020 Designer WR ii a M m U� I' MAIN �[�,� � , 1 , 6" C900 PVC RECLAIM 1 1 5' MIN 315 wii � WATERLINE \� 315 1 `p`��`�,�lll ll►p►�� `,,` `� " CA"O 4k9' 11 • • ' � �pFESS/0,�,• • `. •'•Q • l •� _ - _ : SEAL S li4 RA M. P�V$l i11111i1��/27/2021 MIN. 11.1ill iime IiII. ,��2' 6"x6" TEE WITH (3 . - iiiiii�iioiii.i.ii, 18" RCP •. 6" GATE VALVES �� . ..�� L .4011111 ..iii.=.� 2' MIN. 18" RCP �� ................ 6"x6" TEE WITH (3) ` 0: .. iiiiiiiiiiiiii rr �iiiiiooi� I 4"RCP ��..��..�� - 6�� GATE VALVES .. MIN. ...... 310 FIRE HYDRANT2' MBLY - 24" RCP ••////////////••r,,.. o��0"�"0 ..�.��.. 6°x6" TEE WITH (3) 6" C900 PVC RECLAIM 310• ..._� -- ATERLINE;;;;;;:: 1- r. �197.89 LF 8� @ 0.50% - ze 2' MIN. 305 J MIN. / I I / Revisions 'NE, 8" DIP WATER MAIN 8" PVC / 6" C900 PVC RECLAIM 2' MIN. - 1 PER TONS COMMENTS 2021.03.08 WATERLINE 6"x6" TEE WITH 6" GATE VALVES 3) - 2' MIN. 2 PER TONS COMMENTS 2021.04.14 6" C900 WATERLINE PVC RECLAIM 8" DIP WATER MAIN 300 300 3 PER TORS COMMENTS 2021.05.12 4 PER TOHS COMMENTS 2021.06.09 0 295 N N 295 A: 12+33.21 A: 315.38 /. IN:307.20 (1' /. OUT: 307.00 MH 235 STA: 14 RIM: 31, INV. OU 290 290 Co O O co CO Co CCJ CO Co OOOOOOON M co r--M N ,-co co Co N O O M O ,- co M N Co Cr N M CO M CO O Co Co -Co O) ,- CO CO N- co N Co ,- M CO Co O CC', N CO Co ,- M co N N N- N- ,- M co O Co M O Co ,- M M N- Co Co Co M M Co N O CD O O) M M N Co O) N O co N N M CO O O Co ("Co Co N N M CO N- Co c0 N Co N N M CO Co M Cf) O Cc/ O N N M CO N- V CA, -Co M N- N N M M CD CO W CO Co N N M CO Co CO W N CO N N M M O Cf) N M Sheet No. C9+50 6 1 1 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 DocuSign Envelope ID: B924C3D7-3639-4ABB-88F0-F57F991A416E k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.1-C6.14 PLAN AND PROFILES.dwg-Thursday, August 12, 2021 2:39:18 PM - PIATEK NUNEZ, ZENON MH 208 l \\� . •/►�� CB 1015 T \ V, is..� 1SECTION I ( ( \ 74 \/ 161MH I / 207ItIt7i. I4II4i.' \ 11 \ ®I iI 1f 014 I///f< 1r- 1014A 'Aiil tri � \1 J �� WiLhei Engineers 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.33, _ I) \ \ s I CB-1021v o / \ V/! �) V /I 1 ® 1 h I 1 I?; CB / ` o I �/ \ S 1 I I ( I L -1031 _ < / ( -� ` J 141140:7 `� CB -1020 C v� ` 1 ::CB-1013— rair; — —al Q 104 0 )— 11+00 b 1� II NI 13i00 JI dG 14+00II,, trILLII = \di I I/ 12+00 } 1 i ( ` I/r: P$+89.27 CB-1012IKIMWELW. \-1) ---- MH206'r I ( CB-1011I � V ) I1ii' I('-larp:BIb019, III I ,.. � V� ■II I \ I c- h �I i ( — 1 IIII CB-1010\ I ` - .- I Id \ in 7:1 o mI I � � \ \ h I \ �A �I % 1N f2N °� CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA III Jj ( f N al �� < < ) ) �! ,,� �, Li] III It CB � 1006 6904 a \ + 1 I 1 ( I a} I CB - 004 �1 0 I4b03-, \ 82 Z l ) 1 l I 11 I I II CB- 1017 I / ( ./ CB 1006A •YI-1005 BM L � / -��+ 7 0- Nb dd K:, r- r / i ♦ I �� _i��= -1002 %il FES x�ipj° c -1001 " .c yDI I , ',dm ;»iii;< ( / I I I ICB-100!'tJB10 3/tz TI , 4T T -/ / / J I l I I I 1 ',Diii 11n �/ L-7+ 7 T 1.�\/ /4. i - /4. / 4, 4, lT 1 4'/ )-- ,( ( , r - `r a=Its /T T T ) T T T I / n J , 1" j / '_ , . T T T• , I I I i •�T �_ OW- .:r~.■. I 1 l, _ �A — ��ii■l�j - _ _ —�CB-1016A 'i CB-1016 -was I / , J 7 rCB i 1009ri . 1dill \�jj 'a1 �.—T,,T. / x, j u N1I _ _ ____ AST T- I T T T/ T T I T I 50 GRAPHIC SCALE 0 25 50 100 1 inch = 50 ft. SCALE: STREET K PLAN AND PROFILE 345 STREET K 1" = 50' HORIZ. 1"=5'VERT. 345 NOTES: c 0 1. ALL WATER MAINS SHALL BE INSTALLED WITH A z W M HIGH HIGH PT STA: PT EL: 13+91.66 318.27 MINIMUM COVER OF 3 FEET AND MAXIMUM OF 6 FEET u�l PVI STA: 14+29.16I MEASURED FROM THE TOP OF THE PIPE TO THE FINISHED SUBGRADE OF THE ROADWAY AS Yw o PVI EL:317.52' K:50.6 (OR OTHERWISE DIRECTED BY DIRECTOR OF 340 W Liu, 0 0,LVC:75.00' AD. -1.48 340 ENGINEERING). �� o ce co 2. SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL II coOCIO O �, I� co N M + M ;B -1019 EL: 318.27' CD co - O N ,_ REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH 17 I I I ).50 STREET H N + M-� + �� Q M THE STANDARD DETAILS SECTION OF THESE STANDARDS. waa wCn n UN CS' o04 N w 3. SEWER MAINS DEEPER THAN 20' ARE REQUIRED TO 335 . 335 BE DIP, WITH 401 PROTECTANT, AND HAVE 5' 0 g 0O MANHOLES. CA4. N N CO ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE Li., (nu) ACV II M II M 11 \ \ In Z z RESTRAINED JOINT. PVI STA = 10+18.50 ELEV = 320.34' ----I I I I VERTICAL SIGHT F `" II w F II w O ~ Z 330 o DISTANCE ( LT TURN) a w -- a w TA: 13+47.50 STRE TA: 11+73.50 ALLE "'i> -u > 330 _ 'Q �N' REQUIRED (ALLEY =331' 10) w 7 VERTICAL SIGHT N ii W VERTICAL SIGHT it ~ z VERTICAL SIGHT Job No. 02190372.10 Drawn WR DISTANCE REQUIRED (LT TURN) =331' > a W DISTANCE (RT TURN) DISTANCE REQUIRED ( LT TURNy =331' ) Date 11/05/2020 Designer WR ( STREET B ) REQUIRED (ALLEY 10) =287' (STREET B AND ALLEY 10 ) 325 �_ — VERTICAL I SIGHT I 325 ``„111/I'', NNE` \-\ CAR ��ii ••• �FESS/Q •••9 'i .: . Q� *•• • l = ; SEAL ; _ . - - . 028892 :4 •• •• �: �oo��s Lc1 ',, rA ii•►t� ``8 `12 2021 t (/iV at VtM / / VERTICAL SIGHT Q 3.5' S GHT D ➢ I DISTANCE (RT TURN) DISTANCE (RT TURN) — Q — Q 3.5' SIGHT - Q4-LEV.7 Q _ Q _ REQUIRED =287' B AND ALLEY 10) REQUIRED =287' (STREETB) 3.5' SIGHT ELEV. / / _ 00 0 :2.0 FIRE HYDRANT �D (STREET 3.5' SIGHT ELEV. 1.31 o /0 • 1 ASSEMBLY } 320 ELEV. •0 0/ . , ._ 2 02% 3.5' SIGHT I 3.5' SIGHT 320 EXISTING GRADE 2' 18" MIN. (8" MIN. DIP C900 WATER) RECLAIM) ELEV. LEV. / (6" I GRADE / \PROPOSED N pi- 6" C900 PVC 1.5'�MIN. • - RECLAIM BLOW OFF ` _ 315 „ 8"x8" TEE WITH 8" GATE VALVES (3) _ _ �i r 4 WATERLINE ASSEMBL 315 NISSIP I- ;m _ _� ---it" �---- )�II I Revisions I 1 - 1 PER TORS COMMENTS 2021.03.08 1.5 MIN. 8" DIP WATER MAIN \ 2 PER TONS COMMENTS 2021.04.14 ,_ 6" WATERLINE C900 PVC RECLAIM 310 310 3 PER TORS COMMENTS 2021.05.12 6' x6" TEE I I I WITH (3) 2' MIN 6' GATE VALVES a -0+ 4 PER TORS COMMENTS 2021.06.09 un z - 305 _ N 305 N = m W j 0 co I M-= I-i UJ W Q V '" NI`� +NM M F STR Z 1.I O coZ O 300 = � ~Ee> N�Z > Z 300 O I� M O V N CO LO O N- M N N CO M CO N N N M M CO N O N N N M M V O CIO N O M M co CO CV N in M M -, O_ V N V M M N. CT 'Cr M M O N V CO LO M M CO CO N- M CO O M M V O LO M Sheet No. C6.1 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 DocuSign Envelope ID: B924C3D7-3639-4ABB-88F0-F57F991A416E k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.1-C6.14 PLAN AND PROFILES.dwg-Thursday, August 12, 2021 2:40:22 PM - PIATEK NUNEZ, ZENON , I \ I 111 II ‘� ++MH97 _ / � CB - 927 1 �t350 \ ®\ 8 L966A -� fl II' \ \ A \ I14 � Allh) yL,..,7), ��I MIlliMi 1, ....., II m ler 1A:I�13 I 0 ::\ 1 I III mid 17.1� 1 I _ \ \ ,__ -ADS i�il AI 967 ADS 96 ----- ism.A.. ... • 4111 \ - I ' 0 �� 4. I 0 I ! N._ b \ 0 �' gal; ��/ :',,��I-y .) � st''DI _!Ai �l�, �� II / I 1250 CB 1204 I I, r II I II -�`a CB 1202 ,)/ 7 �� 309 /1: 11.1_CB 11 \ 354 am■_ .�� 122 � 4 \ // 14I 11 / MA' \ \1 \ /V \-=- - ii 1 / WiLhei Engineers 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.33, DI 1230 I \I cm MO I �Imi / I :- �m z z . \ \ I _ 1 j IN .::, ® �I • Ilr \ 1 \. \. \` �Y.! r ®N CB 935 .r■ .r i ■ •. CB 96G Q •\ gra CB 1227 CB 1229�17 F=:, f= . \ - - - \ �� ■■ 11 ____ ��I l 1 I� '. ,, ►� �a� ., �� I °dal .. v v I �,1. - i : j • •iiii.".1VJi \ 387 nu '�� ti�� ® I-,/ 11 �i!� �! l�F+�'`�`:=':1 ��9l�ili��1.9d.��CB� �\ ._...;�"1_� - ' �..:� '`� - r ► II��IIII��II�II�IIIIE• 963 A \ � �� u f l 11 / \I��■I�I�A� III -_- ' � ..�pr�a�fll - --f -_ 388 CB 1242 0..n 1__h.ii!1Nw1 , �� _ - / CC•I -1- . _ rj C CB 94'6 ✓ ®\ r�l / � 1 11 ' �` �� Y r Milk _(ID I / wrgw r� ac a�� / �� N CB 124y3 cn ® �i` �, ,a ' 1 J L =° .■�..' i ! .� CB 12 1 \ j lIIi ��1� �I u9� 11� ,■mil __ -Gn ®i+ LiP CB-945 .. -- r \ MH 374 --7-, ,,,o r 11 �1 •' 1 11) ��/ /rABWICAM=WIVAI / I \CB •. �_ MH 339 F rl! S 11 •. I/ \■....�.. -N. .' IMP "IIMINILVAIVAl 1 \ - AI �� 1� ��III WALL #6 �Att I !`-'�,�• '�� `_ ��.\ / RETAINING �i'// ? �� hy-"■� II ��I - .��.I/l : _ / uluui�s • - ��/..,`� .. WITH SAFETY RAILINGS + I matzm ��= CB -1201 • Illiralilil I 11216.971�1��1 \ \ \ 1 2 i JB 2052 I + \ 12+00 ■: �.�,.�■■��II �r��IMIN■, ■uuni�i I /_`I = I - 1 =■e a'fi'ii , ii��'.. I�i 1 �/s r i r.�• _ -- CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA `\\ I /,._ _�E _ n�= : : IV ■ -L'Arillmjiapili��1.• ■■ ,I �',�1.1g11 "l i�lEms ( °/' II 11_` �/ �I '' v STREET L `III i 1 .•�i i- =�i�- _ �_, --,--- �- �O 'I 11CB 1206 ` 1_� �ff:.�� \ - .��II != I _- CB 1219A 55 PUBLIC ROW) __�_ t �, ,, I �� / _____L4••:„..N CB-1206A 30'HOLL al ff � Ir \ \ I �� SPRING ��_■�� - / II �.Ihl' �.. • �� Df �1.� CB 1203. - ��i - p il,�� - - CAPE F FMilliq ' - �II_...„.„ CB - 934 \ � illin I /MP : 1 BUFF 17 �� i \ 1: _� .1 • jj '' moo• • I ` 4111.1 / / FES 1205 IIr CB - 944 1 llllr 1CB AM Mill 0"1 l \ \ II i , I \ Wig � ver \ i 1 \ - E hip _;.■■l 2 fle . n�N Y\ 11 , iyAgrAm I ) E E� ll ha_ _ V�i 1:Atill __ ,__\ ,_ ) , , , 1 / 1 I I i III_. 0 ____ , , / / --E-- --_,* k_ il 1111 1/ I \ / / / / / /. / 7 ) ___E ---4 II '41111111.... .1..... / _/ / z / / 7 ____ t..._ . r War _r_ I Ai --.__ I / / / / ii T / �� .. 1 1 ///r,, . / / /J- h .. I _ - i . , , / I n / so GRAPHIC SCALE o so 100 1 inch = 50 ft. STREET M SCALE: 340 1 " = 50' HORIZ. 1"=5'VERT. 340 HIGH PT STA: 11+64.45 LOW PT STA: 13+44.45 I ' HIGH PVI PT STA: EL: 313.04' 12+01.95 LOW PVI PT STA: EL: 13+06.95 307.85' STREETS LAND M PLAN AND PROFILE - .- - .- PVI EL: K:49.61 312.29' PVI EL: 308.60' K:49.6 J O 335 II LVC: 75 00' LVC: 75 00' 335 ■ LULU �o CC CC U) :+:: O V O O V '1"CO V �_ M a M a a,LULU M CNI a O M a M STA: 10+, 1 1 I 335 .EV: 313.7 'A:11+29 'A:22+76 Co W Cn W Cn W coW -I335 Er, ELE) STA: IVVJ ULV 330 m 330 O V 1-1- W W O CC M + M LULU CC CC O N I1 Q FZ V M w �-I I-� } CO Cn EOM - Cn - 330 PVI STA = 10- ., 4: 12+66.97 STREE n• 1/1.1.A7 IA (ADnf 330 rn N ELEV = 313.75'I STA: 12+31.86, 1 o UCn _tv: iUb., TA: 14+18 J 325 C WCny o o ce 325 LLIW o Q rn co l0C) CC o- + d mr U(n of �� -II- 1- NOTES: M \ + WNN 1. ALL WATER MAINS SHALL BE INSTALLED WITH A M _ -- co 325 -O 0 0 �_oa N CEO NNM M�� 325 MINIMUM COVER OF 3 FEET AND MAXIMUM OF 6 FEETii a "N Q M II o I I ; M Na m _�a �- m W as W N N CC o MEASURED FROM THE TOP OF THE PIPE TO THE 320 a w O d w 1 320 1- U' II N UCA o FINISHED SUBGRADE OF THE ROADWAY (OR AS O ,_ CO `-' M CO L co L a L. w / +12.27, 13.57R STA: 12+27.2 1 1 1 OTHERWISE DIRECTED BY DIRECTOR OF VERTICAL DISTANCE S (RT GHT TURN) PVI STA r A ELEV = 31 ' I PVI STA = ELEV= 31 PVI STA = 14+09.00 ELEV = 306.56' ENGINEERING). 2. SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL REQUIRED =287' EXISTING GRADE - - 320 320 REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH PROPOSED N PVI STA 12 ELEV= 310.8 I 1 I THE STANDARD DETAILS SECTION OF THESE 315 - Q GRADE HTURN) T 315 \ -� �a STANDARDS. 3.5' SIGHT Q Q - _ DISTANCE REQUIRED (LTVERTICAL =331' - In c�Cn in . 3. SEWER MAINS DEEPER THAN 20' ARE REQUIRED TO ELEV. 1.05/o a 0: , 200� 4 Q \ Job No. 02190372.10 Drawn By WR �, \� c r BE DIP, WITH 401 PROTECTANT, AND HAVE 5' p.0 ° 2 2 D ➢ Date 11/05/2020 Designer WR 315 PROPOSED EXISTING GRADE ��' STA: 12+3! 1 1 1 1 N MANHOLES. 315 4. ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE 3.5'SIGHT D -■ C:• • o , GRADE ■_� --N In a RESTRAINED JOINT. 310 36'/ELEV. I DI 310 `N%`N CA RO I,,' `�� •..,,,..• �/� i1 `� ?.Q�pF ESSio44 ..q -, • -• i • ` 0SEAL 2 : - • • �'� • •'•• FNGINE�`� •'• i 1i Q •.il/GiN ..• Docusignewp BRA 1I11►� \ `` Wink, VtM M 8/12/2021 -1.32% \ a w 5" RCP 3 5' SIGHT ELEV p8° 8"x8' 8„ TEE GATE WITH VALVES (3) 2' MIN. �_ I 0° : r 08° 310 310 305 1.5' MIN. Z I -\ 8' DIP WATER MAIN 305 15`RCP 66" TEE WITH (3) � 1 6" GATE VALVES �- 18"RCP 8" DIP .,1� 8" DIP WATER MAIN - \ 2' MIN. 8"x8' TEE WITH (3 305 WATER _ 305 31 I -T ArL T 8" GATE VALVES MAIN C( I 6" C900 PVC RECLAIM 300 6" C900 Pb 8" PVC M WATERLINE - �6PAC � 1.5' MIN. 3OO 6" C900 PVC RECLAIM \ WATERLINE @ 6S% - Revisions WATERLINE 1 PER TONS COMMENTS 2021.03.08 ...... I 6" TEE WITH (3) Jr GATE 6" VALVES 30" iiii 6" C900 PVC RECLAIM WATERLINE 2 PER TONS COMMENTS 2021.04.14 300 RCP 30" RCP 300 • 295 295 3 PER TORS COMMENTS 2021.05.12 �� - ttl MZmiczr_4 PER TORS COMMENTS 2021.06.09 295 30" RCP 295 -- 290 0 s 290 o ' o 11+79.28 - 0.0 N: 295.59 (MH N: 295.59 (MH )UT: 295.39 (N Co 2M O a TN? T M o V 290 290 '0=M �a; �� N o� oLO 285 285 N co W M M M Co M M N M M N O,- M M O M co O co co Li? V O Li) Li? . �' N CO W Li? �' CO V CA M C' CO CO O M UN CO O N Cl`- �' O CO CD Ma? O V Co `- V N r M -1- Sheet No. C6.1 3 N 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 co N co co co co N co co N co co N co co N co M O M M O M M O M 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 DocuSign Envelope ID: B924C3D7-3639-4ABB-88F0-F57F991A416E k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.1-C6.14 PLAN AND PROFILES.dwg-Thursday, August 12, 2021 2:40:55 PM - PIATEK NUNEZ, ZENON -t t ,-kt ourrus \ VI/ALL ihI � \ -; +I Ut / KtIHIIVINb — \ \ - ` — _ _ _ _ - �� \ / / / y- , -' ��'' ' j WITH SAFETY RAILINGS / ��- i VAt\7 _ V + ♦ / /' /' � ' -- �� \NO — -- _ice ---- ,�.S9 �E. ��_ `a \_ - -+--/ = / - - TOP OF BANK (TYP/ f_J 3 \ __ - �_ _ _ _ _ _ _ _ • _) ft.-- \. -___---....ormillim.....-_ +i/�� I"� � � i i ` i / ink / ' '� '� \ ' arr.......--- // / D1.9�8 I iI � DI - 956' B - 902 ` � ll•� ;y� AIR L �-��L \ NI\ \ � j-� . - -- -- -- _ � -__ _-/ 1 � \ � \ \ \ � RETAIN! / WiLhei Engineers 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.33, - _ _ - _ - - II ` ® ® ® � I )\ \ \ \\ \ \ I�. EA MEN FEMEAR �� _ — — - y ,_ z. z - ----- 1. \ FLO( 01 III 'N J ^M 224 a - - iii - 1 �'I STREET R��J I ��zrGr / - - ___, A I\ (55' PUBL C ROW) '7�CB �^ �❑ MH 96_�,-I� ' 11I ra \ ■ rA \ .• II ,.,.. - ` 11��°AM�� V 11#H` �ilyl 3`�INNi lai €Si§It OHM i WEAN Dii2W . i2C l s i;�25IV ..,•.:, ,;:' CB - 949 1 I 'IN, `` �„ xi - " i_ a _ m\. _ CB- 960 Iii. 7I_■!_ iinwow� . CB - 959 ill�N 1'i�E1%1� �M1I_�_ IN1I17■MIII IM* �/ ( �t VI ____ = _F�� _I'M� 11 1 1 9 i ! 11 ! r ��n��F a, l ,LIcs,'11 -A�� 0 93A ELT MH ► 1 \ \ DI 94: CB 969? CB - 961 �-:� a�:'�. CB 971 �. �- I \ \ \ \ ��{�� ►� � 1��1y`y1__V�L7�[�� 1"Ni1L1�� , \CB - 951 ��1�= alb®'MH ■+�� -gm. \ L \ � � 55 1 gmog, .` _��1� �/ � , ,11� '9tt Ai y YG� _ _��_�1�-. 445 1� - -J.' \ ` ` 1 �� ` �� , ,-11111�,1,. " °+� \\ ,\ ADS--- 965 DI 964 Il - �'y��1��1�1 +� - � rt. 4�' ... f� a CB-9 2�1 �'CB I I \ \ -ill 11►CB'4T11T --=� � �� ■ ir =_= _�'--�!��•�`�7�1 Iii ii R1I1ISi iii \ I 1 \ \ I ( r gm \ \ \ CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA ® \I\\ i\ ) ', \, \\ - r ' I Ili ; ;; „ I, II \lI I I i 1 ■■ v .. •I,1 n1 II. IM �I I \ I — ,`I. N■ i- I \ ( 1 I, IF Iw `; A \ I L I II ® mii.., 1 I m I I l ( - p01 IV' I .��.. l l l ®\ \ \ \� .Mir s►�•Ed. I , lI + + I CD mil CB 945 CB 944 I' CB-943 • J 1 I CB 942 I CB 904 I I \ \ \ ''': + i " +i +— �,� il ALLEY 11 MH 94 ��,��r MH 93 V DI 947 i �„ I I - T 1 s -� / 14 __ ! II 1 ADS 6 �__�� (25 ACCESS EASEMENT) __-I�MME�--�� / / ® I ADS 966A \ '' �NrAll// / , �� j- --= - _ .- _---�: �� 7` ` ��' �' / I I I II�: // IIIININGWALL#9VOL �a1/11 / / / I;,r� I,. / / ��CB I / 0 -T I _ 946 / u I III / 1 11, . 0 0 / /41) jib., , , , , , , /mifte ll ,:, , , ,_ , 1 w / ilk / .. z / ) 1 \ 1 r , ce s ,-- 7/ 7 =I , / / . / .,, 4 1,7)9- , z z / 1 , , ....._ •. ,, 1\ I -§- 4 // / / ® 0 r l \ \ .� M 0 304 / 3021 / ®i / CD CD CD �/ ! / / ■' / / - I. \ \ �MH 354(OL I- -_ / / / / A / / :' / / /1/ / II 50 8 GRAPHIC SCALE 0 25 50 100 1 inch = 50 ft. STREET R SCALE: , 1 STREET R PLAN AND PROFILE 325 HIGH PT STA: 10+48.88 111 = 50' HORIZ. 325 111 = 5' V E RT. HIGH PT EL: 310.39' PVI STA: 10+98.88 LOW PT STA: 16+00.06 LOW PT EL: 291.81' PVI EL: 309.76' K: 40.0 PVI STA: 15+52.56 PVI EL: 292.76' AD: -2.50 LVC: 100.00' K: 54.4 co co ■ AD: LVC 1.75 95.00' + M J o 0 320 I Oc. H. ro II - o lf) O+ - + W Cn w Cn W w w 00 N Q N Q N I I Q I- ELEV= 3 1 1 I 16.82, 11.50 R CC I- CO C I- CO J Cn w CO w CO j a N 17M0 ��Or O STA: \CB-9E iT 315 M�� CO . Ce 315 N) co w¢¢ M yr� Q �+ 37' Q FIRE HYDRAN m U� Luc") co NOTES: jj Q ASSEMBL mti coMINIMUM 1. ALL WATER MAINS SHALL BE INSTALLED WITH A EVH3IGT1. r COVER OF 3 FEET AND MAXIMUM OF 6 FEET 310 -� ♦ _ Q 310 MEASURED FROM THE TOP OF THE PIPE TO THE 1 EXISTING GRADE \ FINISHED SUBGRADE OF THE ROADWAY (OR AS BLOW OFF •VERTICAL 3.5' SIGHT ELEV. \ S T \ o OTHERWISE DIRECTED BY DIRECTOR OF ENGINEERING). ASSEMBLY \ ISTANCE REQUIRED URN) (TH =331' co 2. SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL CB-951 /STA: 14+71. REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH 305 _ !�_ . \ ww 305 STANDARD DETAILS SECTION OF THESE 6" C900 PVC N� ce STANDARDS.THE RECLAIM � coco 3. SEWER MAINS DEEPER THAN 20' ARE REQUIRED TO DIP, WITH 401 PROTECTANT, AND HAVE 5' Job No. 02190372.10 Drawn By WR WATERLINE 8" DIP - \ \ 1 8"x8" TEE 8" GATE WITH VALVES (3) \ -E Ins CO MANHOLES. Date 11/05/2020 Designer WR WATER MAIN N 1 5 MIN. �� 37S� a, CV CO 4. ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE 300 - 1.5' MIN. 1, I _ - ,IIII !' 1 PROPOSED \ v N B - 949 I TA: 15+93.40, -11.47 L w N N 300 RESTRAINED JOINT. ````►►►►►ill//01.4, o`�p`�,,N CA R0�i^�'''�. �� ?-)L1 0US/04/ **1 '11 •' -- • SEAL : 028892 . •• • ooc s g',i� `. • 4GINE��;.�� `�� ,,,,BRA M•. F `coNs �t,liV'a �� 8/12/2021 �s9.6p �. ,11 �I � _� . GRADE \ I 8, PVC 3• 04%,.-. '_--_,--- �_ 1g„RCP _�� '..... 1 �\ M L, r, 04 ` ``, `- 15" RCP M • -- 11 'Q O I II N 6"x6" TEE ()6" •`� - .. 3.5' SIGHT F II 2952' VALVES - 18" MIN. (8" DIP MIN. (6" C900 WATER) RECLAIM) C900 PVC ELEV. v N ti > > J w ti w a MILLI" > J 295 1.5' MIN. - - RECLAIM WATERLINE \ a 8" DIP \ �` WATER MAIN 8668 2 MIN. - �. -2.00% 08°h Revisions ■■■■ ` -- � 1 PER TORS COMMENTS 2021.03.08 ' ' -'----- = "/?Cp -'-- 2 PER TORS COMMENTS 2021.04.14 A 3 PER TORS COMMENTS 2021.05.12 285 8" PVC @ 1.00% - / 285 117.33 __ - 4 PER TORS COMMENTS 2021.06.09 // \ _ MH 224) 5 (MH 96) MH 354(0 (MH 97) 3 (MH 95) `,7'. 280 CO..---. _ 280 18" MIN. (8" DIP WATER) Q —=-- P..: T, 63 O _ Q -- '6•;— N Q m m O CO CO j N - O 2 MIN. (6" C900 RECLAIM) o oOM-~ 0 �~N N C' V C-pOW W -ICpN N O M O co ,-- ,-MZ 0 a>-> CO 2 ••-MZ Z 0 Qm> >_> La 2 ,-NZ Z F�> c) » Q 0 M oUo 275 ' `"aZ Z m cnaZ Z Z■■ m CnceZ Z Z ;i. 275 Sheet No. C6.1 4 -1-I- O "? CO M CO M CO O O M M CVCO V M a) O M M LO CA CC! Cr I- N O M M ,- Cr '-,- If) N O M M O V V O O M M CVCO Cl N N O O M CO LO O M Cr O V O O CO CO CO CT V CC! CO O N CO CT CACO CO O a0 O CT N N C%) ti 117 11') CT N N V .1-Q O 2 co CT) N � •n F N Cn Z N g N Cb O N 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 DocuSign Envelope ID: B924C3D7-3639-4ABB-88F0-F57F991A416E k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.15-C6.24 PLAN AND PROFILES.dwg- Thursday, August 12, 2021 2:44:10 PM - PIATEK NUNEZ, ZENON ':. , .7 _ ,,\.. , _.. SjfREETE1 7// ) I -' / LI \ I I / / \ I \ r \ /I ��/ T 0 ' il I32v i __ ��E�ril -r i,(‹PUBLIC' IWill ( / Ibib \ � ,,� ! pSRETD Iiii:,..JB.C'OW) r 1 L`1. L1 �� Lc°'PUE L� ROW `� lam',-1 A _ �,14-iy, AI - rf,Va7 rf,l aow- . 0 r r ✓.:<';. �114 11 s; Iltlf�ldlFs �ii4 ; ' I I a l � 1I1 9 1 " - .. \ 111 �w►1 IEII s' 5tl .eFd Cf I '' 1 II 3� � r3,7 • t� REIi % 41 lb -, t ::::, ' lAiII�I� a DSCAPE EASE ' NT (TYP) +�' s .3�` e WiLhei Engineers 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.33, ir�l� Mil . i'� i�i4 I/IvfIIUIJVAWMIF��Itiv ��l_— I. 11 w CB 83' I1i1711 1I_�IMMII _= 7�1� CB 831 C� 12 r�/ ll �II II— _ — '� TZMk I%!\ -- = - _ - rl._ 322= 11 _ —__ ` _.._ t� u �0 ►► ►► ►��.� � ►► ::: �F ■ ■� W .:: 9 ■ �■ .,�� 322 W ■ -• W W - W-- I. I: +' A 7 � �I I �� r�h 7� u T � \► \''�11 '„ c �1 i ��I�/,� 1��—�� . MH 334 Ii '�: I �� - � I �► � �� / II :� �N .� 1 �1� a1�1. SS 1� 1 i � � - - .. R .� r"'`�► '`� -�_( J!J!b cB 861 1 B 20 �: �Ir/�>•Irl�l�l�l�lNIIIIIMMIIII I1 ® ; 1� / ��1��1�� 1��11�1� �l�4p \ �►��, �� ►� � ��L� �f.�, r. /� 1 9 I III Ila i � � � � I I Iati a. �N 1 1� I ..:::., ...:: s ae r > • ; , �.� M 11 1 .4.<.,. 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I / / \ \ 0 I 3 1 _ / I �/� 96 /II/1 1 39 (398) / /39 4 1 I 02 I I I 1`� I / / �� CD �� ^ v�� C.� m }' : 815 'I i 3 2 ' ®/ 334 �r I I h 33 ® / 325, I i' % I I i I(ID 46 / 47 I 1 I(I I 350 ® OD I \ I I 53 \ ® \ \ �\ I I, I / I 357 Q Z Et .I / // /7 I /� / � ,/ 1 _J I— ? // ,_� ^ Q �, , I �, ' / 0 / `' >\ �. ti I 1 1 / il / / 1 { ` ✓ / J (� - , ✓ ,, � �I \ C I �1\ likiiiiii wim M 3?0 3?6Slc 3?1 II I�� ^7 'L , �� Ill� 322 � v� �� 322 car, ��HAS ' 32� o I �' �`v� "' I l 'Q' \ \ o �; �^ I ' 1 I- Z 0 C 12 9 DI-1250 ` \ c \ / I F \ "HA'E . 1 <I 1 I / \ \ \ 4 . i J CC ? / S 14+00- 15+00 PHA 'E2 1 II 16+00 S 17+00 18+00 / 19+00 20+00 IMP AN 21+00 22+00 10+00 11+00 12+00 ALL Y1 13+00 - / / �� 32 - ' /r ~ 1) , �0 PD / / I l / / 5'AC ESSESE Nn a'€ T) \ / I I 4 ) I CB *_3} I r CB - :33� 3j9i 3?0 + I > CB 92. LL -- _, I I ��_ - - -` —7 — - - - --_ - - - - - - - r / / 11 �_ i ICB 1204 - ^_ _ 1 \� T I , - _\. "� 1�. - 70:w �' JJ _ � �� - , CB 927 - - - /- - , / �. CO CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA rt - e / � it ��` �� 320 "� ►� r � � I�� 1 . '7 ` / f 4 / I II ( / 7 I I 20' I) / 7( % J J • _- - _ - / I \ 7 [< A �I _ _' �. ,i -814 1 1 CB - 813 I I L I �1 � i�y� II ill _II I ■a■ m. / — �I> i I I w w ¢ El' 322 L. - \ - 322 I \_ 3?1 I= i 920 r '�9, I I� / / '��► �� I h 7- ��.,CO CB`!1£ U I— / / Al \ OuP1 ✓ / / I w I .,. LLJ / �J / 1 i I 1 1/ \ 4Y I1/41:0 ® (' I c" 11 ® ®\I I ND ® 1 ® ® :. LLI r I /� r� aa) /� 1 I l /�*1 /� /� QD ' 416 I i" Q �� / / OPEN SP CE / \`� w \ J ' I / _ Fir i CO r \ CD I lii� / �ii' ' I' 1 rl �'ii� / / `�`i / �iV ' / ``/ J / �' . l - i / r I �1I - / I / I 1 \ I I p \ �l v . / ¢ I \ \ - \ - - - I 6 / \ '" / s / I I� / _ _ ir /I.c17 1'_ �■ Q / /) %� � / \ - 3? ti -327 - 3ti _ •LJ / / /i/7/ 1 r--B rn _ _ ai _\ l /�4PDE `\V�_�I1324- / / �/ 1r j//J �'JL (/) I - fi7` `�,/i/ 50 GRAPHIC SCALE 0 25 50 100 1 inch = 50 ft. 345 ALLEY 1 . 345 SCALE • HIGH PT STA: 18+75.56 1 " = 50' HORIZ. o g LOW PT STA: LOW PT EL: 11+73.41 310.31' - c? - HIGH PT EL: 319.50' PVI STA: 18+81.89 1 " = 5' V E RT. o - _ m PV STA: PVI EL: 11+62.85 310.00' rn N + N + PVI EL: 320.91' K: 55.21 F co r, � M K: AD: 39.4 2.54 - - co - Q _ � M• - 'co co AD: -4.53 LVC: 250.00' 340 a J LVC: 100.00' + ccoo r) co > J co co 340 N_ No a w a w a w 0 L0CA �N a, 0ov oco HIGH HIGH PTSTA:22+21 PT 45 EL:312.83' ;TA: 10+11.0( 12.34' + o + ca °r a `:'. Ns_ a "' PVI STA: PVI EL 22+96.45 311.05' F cow J I- J U) LLI I- w CC K: 70.81 cow _ LVC: 150.00' 335 U, a M w M F07.17, 10.47' R STA• 99+91 45 335 ALLEY 1 PLAN AND PROFILE N O O M N I- 0 N 330 0 " CV N 330 r; U co 0oo ..) I-- �� Y UN ,-/- � �/ Ih'� 325 �, �� 325 o .11.1111 N N M W CB -1230 M V4) /----- IO O 215to \ o� N c�ti n -2.38% 315 �a c°O� co 00°l0 2.00° \ 1.00% Job No. 02190372.10 Drawn By W R 154% 1s"RCP@2.0_ l0 LF _- - - `- 145 84 � (F �5"RCP � � � 10 305 - 141 @240% 310 Date 11/05/2020 Designer W R 6" C900 PVC RECLAIM ¢ r WATERLINE - ►►ullu •�� ,i o��HCARp��.. ?: O ESSI04/ .I ','--- = _ •S SEAL S _ • - . 028892 = . �. •'% k NGINEF-.., I �i�� RA M ."11�/12/2021o` pejg �a,''►nnu 1 24" RCP (CLASS IV) 15' RCP @ / 3.35 LF 305 / 8" DIP WATER MAIN 305 \ \--- i- r- 8' PVC / g 18" RCP �� 300 y -30" RCP - 300 Y Revisions 1 PER TORS COMMENTS 2021.03.08 295 295 2 PER TORS COMMENTS 2021.04.14 3 PER TORS COMMENTS 2021.05.12 4 PER TORS COMMENTS 2021.06.09 290 290 285 285 V CO M CO O N CO M M V (A N CO M M 1� CAOO O Cs! O M M ll7 M 119 O I� M O M O 1� 119 O M MO CO ll7 CIO CIO M O0, OO `I"OO M C! 0, 80, CIO O lf) 0, MO OO `I"OO M 119 N V M O 0, O CIO N O 0, M CA CO I� CO LO M M CO `I"ll7 M CO O M N0, O_ CIO 'Cr N 0, N0, CO1� (3. CIO 1r) CO 0, N0, O CO CO N- LO 0, N0, 1� O Cs! CO I— 0, N0, CO O .1:lC9 CO I— 0, N0, V C) I— 0, N0, V N C) W 0, MN O a) O 0?lC9 0) CA C.N0, O_ a)a)CAOO CO M 0, 0, O Cs! M M I` C) N MfM COO lC9 L'? 'Cr N- N M M `I-CO M M CO CO N C. M O 1� C!lC9 Cs, Lci N M M CON O co Sheet No. C6.15 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 DocuSign Envelope ID: B924C3D7-3639-4ABB-88F0-F57F991A416E k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.15-C6.24 PLAN AND PROFILES.dwg- Thursday, August 12, 2021 2:45:09 PM - PIATEK NUNEZ, ZENON , i ✓ I I `° .' CB )L • I I III (• �' of l / / V Ilu �• �� L M I / / i �LN I . lie \ Ill=I03 .. • T. iI I �j/� / �/�14�i�I1�. �p'i ( I 1 932/ \ I L 'l915\ \ ) I I^i_ \ _ - � � � Mil / II��II a. " 1 1 ' = 933 i��i�'�>�/I�_.. i •��•�.I�i4�� l,) � \ � / \ l�� fI I � .� M E� I� a_ ►: . .:<".y . CB ,, - - ./ •zs,r<:' �� m � �' alma.: \ \ r �� o `V�326 \ ` v NT(TYP) .il` :/ :s�r;h.::.r ., .:,, 11, �' - - - - - - - _ - �i, �;1 1111 I \ 1 Q 2i ® , ■ - -� �■�� 1 i�,� } \ \� \ \ �) ^ O� r' O `� co \/ O �� Ni �t,I� I"�' �. � TIL1 �! mina W\ ,A� i' /,: �,1 : m_ . �orw.,,ai �' milvam ■w , 1 (��1 , I _ —Hi ,MH 92 \ \ Ij chM N (n I ��6- ill ' '" 1col • �1l1p��■ \ _M 3L�O / WiLhei Engineers 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.33, -�I 1�■ .� / AIM! II I%�� 1 11 I ;I R0� Il�'��wir�I1i /1_ �'� \ , \ \ \ .... ' 1� � /�7 iiJ U F ../llW . �' - t 1 I �I II ��Y■ I� �%P i�■i ■�1-■1��_1�/��. i■. �!"! I1 iirk- 7�1101111=1 1 i� �,�i I I - I- -� .' 1 I 'la 1 • • I _I. ,, n :. ♦ �'iuc . 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I ■1=� / 25 DE Min I� L ,. �� e 2 / N 110 r_ #;►� Mr AIMINP / / \ I ' I \ _ _ --' _� ,imorimm_ . 00 00 23 00 24 00 25 00 26 00 0.53Ili LL , ALLY 1 �26 / / / III II ��1 parr ' N r r 1 0 0.... ‘I�� ` 1 liilLij I ,O / '� �� l / / I I I �"°� -I� 1 7 I / �� a CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA 1't9 I / / / / i 1 l I �� 30 \ w �� LLJ l I 1 I 1 II ii. l T / I N �' I / �� l l / / ll I \ I..1 25" \ I I ' ,\ M - -� CO q , / II I II/ (,,,"28�\� / . �IIIIM ---- —\ \\ LLl IV 1 I \ ) % dfi / �� MH335` I ?� I I I IIv}�� °j I l:. � LLJ2 ® I I I U) <' �\ ��,� "".�� 1 I I I I I CB 908 C -.7 B •07\ I I_I ` I 1 /—11I�II " w • \ \ ■ + / ( I _ _. s ■� J i - - Q I , 107 `0. I I I I 'e'I I IDIH 1 � („ / ♦/ ./ �i• 8' 9� �,, I• I AA CB 927 332• :' \ III�_Jrl�l ii i i awl I Rill f - - V CB $1 •.� �� . S I 1. I I I I j I I • - ••• 1 / / • I -- - • - 1.40 ,<.., ;> -�•••� I _ - 1 GRAPHIC SCALE so 0 25 50 100 1 inch = 50 ft. 340 ALLEY 1 340 SCALE.RIZ 22+21.45GH PT STA: HI HIGH PT EL: 312.83' LOWPTT:20II LOW PT EL: E 296.06' 1= 50' HO. PVI STA: 22+96.45 PVI EL: 311.05' PV PVI STA: EL: 26+12.87 296.81' 11 1 = 5 V E RT. K: 70.8 AD: -2.12 I K: 30.0 LVC: 150.00' AD: LVC: 2.50 75.00' 335 .47' R STA• 99+91 AE 6o : M co' 335 +CCD N +� No, Loco73 No, M Li I- O I- (nW (/)W -II- (/)W -IW o_ N 330 0 330 \ CV CD N N ALLEY 2 335 335 _, ALLEYS 1 AND 2 PLAN AND PROFILE .---.- 325 \ o 325 o u; OD a o M \ rnN co N 330 CO a w 330 o 320 I 320 - - EXISTING GRADE \ a o o \ co M EXISTING GRADE o v 325 TN \ a w 325 O� �N `-CcO \ i-7 O / M 1-C- ~M O / N \ M (n >� M N M >� LW 2.38 - I-- aw 315 315 N,:, aw oco aw v •l 320 PROPOSED GRADE 1.04 ° /o 320 z. co N v o 2.oa �o .oa� �45,84 LF 15" RCP�p240%-� �� 2. 08/ 0 121% 310 310 6' C900 PVC RECLAIM WATERLINE 315 315 PROPOSED GRADE 8" DIP WATER MAIN 6' C900 PVC RECLAIM WATERLINE 8" DIP WATER MAIN I 305 I 305 _1 -4. \ M 310 8' PVC - 310 Job No. 02190372.10 Drawn By WR oix2, 0 . Date 11/05/2020 Designer WR 4: 26+47.9E PVI STA:126+i EL: 295.52' PVI STA: 26i EL:1295179' 1 300 3jS� O4F \ 300 .�`‘�p`��N CAfor,, ., ��.� ... �pF ESSIo4 •.-1 1,,. 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FiVG I NE�`�.•• • �• n'• •' Q • e- Doc uSigrvi i; •••"' `,� Vt,lir'a 4, ''I11111 ��8/12/2021 lg" ° 305 305 ,y 295 � 295 - , \illibi S6�F\ _ RcP @ 3 6" C900 PVC RECLAIM 300 8 PVC 300 ° 4/ \ WATERLINE \ \. 290 290 \ Revisions 1 PER TORS COMMENTS 2021.03.08 \ 295 295 — 2 PER TORS COMMENTS 2021.04.14 8" DIP WATER MAIN M c0 M M CO CO M Cq CO CO Cq COD CO CA COO N CA N N ti N N ff N 285 285 M M M M M M M M CI CI 3 PER TORS COMMENTS 2021.05.12 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 4 PER TORS COMMENTS 2021.06.09 280 8" PVC 280 275 275 0, N M M N 00 '4) O) N M M co O lC9 lC9 V 1.-- N M M -1- M M M C") CO N M M 6)M O N If) N M M 00 lC9 (-4 O co N M M O CO O CIO O O N M CI a)M M CIO CD -1-V O CI V CIO O O M M a,N CIO N CD O 0:,0)O M CI V ix, CO -1: 0) O N C., 0)O -1:O 1.-- Cs, 0)CA N N O CD CA N Sheet No. C 6• 1 6 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 DocuSign Envelope ID: B924C3D7-3639-4ABB-88F0-F57F991A416E k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.15-C6.24 PLAN AND PROFILES.dwg- Thursday, August 12, 2021 2:45:42 PM - PIATEK NUNEZ, ZENON / _____ - ' -01 r / _r 1\ --- , ` -.317 -I- I '� -L_ \ I\ \ �" /`9? 0 I- - ' ' / y.....,,,,....„,,,,,,,Ik. �` ,`♦ `,1Gti �ibZ�r \\'`;`�.`0,/ \ 1, I IIY I""15\R 3/3/6 9 � �� I�� CO�, 1 o .4.4.,�t. ��`,. VI Lzo .OPEN SP 1 315 314 �� 316 { 143 1443 �145) I�i 14 9 199 �\ ®�® �i� �; �i ,• ��'l , w�� ,`,'�� 314 ��`��ii i!_�C• B �08 '3 I • -'� / \ �� f'� �� `�'—I� LE(TY') :. �� 3 41"p • 41 to 1,._,,, ( 332 , I Ill gv� ® �� ® dam' O�� •�� > .i � �� — 14 I b2 I 4. , i 7 o it;31B - Y 6) L -O� %�.4..., 318 �`♦,• 318 — ( \ / 3/9 AIJ- -�Y 3 -� 32� �� -- -- -- _- -A 6 \Q rl�� / `�!'�,�I 11111111111 / 842 EY) 5' ' CO -i• �6, DE 318 �.,_,;;B • ESS EASEMENT w _ C _- \ 9ti� \ _ / \ r \ (6) U I '-1 �/� / / 0 316 Q / m1, `� \� — \ 1� , ® ^' y^ ./ (1)2"BOA /,► / % ��`•, \� J�� \, ' ♦ \ _ .- W 1 4�0 �• - )� ^°� - - - - . 44 LL Si 'Ilk WiLhei Engineers 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.33, I • •iumi vv�\ 89 �B-.07 // � % RETAINING WALL #8 \ li �� hi '. °° ..� I / VWDE Iv W WITH SAFETY RAILS 310 \ \ 3/3III.Loi 07& ;�/ � . r\ / �, / 3�'.�• ��/ a I�� 1��•� �• 1 2" BOA �r 30'PUE rw/ / / �\ �� ir� A-:05 L WETLANDS (TYP) \ 3 / i 111 m ''':•�� / 166 ��i��.. �' MH 87A %WIN AT mil,* 3� >� $ • co V V �� 1 ��. �\ ?pJ �� A / M co� Ste • �► j46/#1� 309� • - �► � r�� " �, NATURAL V A A�� \ 'AREA �� A \ �� EXISTING POND REMAIN A �� \ — �� 3 � 307 �� :ro — - I'••;:* •/6 0 •° :i#, �; 1/, // %.�� o co • ► � ?\ �� \ \ � ///I' / / -um, y_�� `•'\MH 351 �•' ` / ---_. _3'13 - 41) A///( cp / 4,- il,...-- 4-, 0/, �� /� I 1 �.� • • A �A\ •// .4 ir• � '311�.0 / �j3� ti ►�� . . �V /%//.— ,�� — _ �� CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA I� �. I .;., s *III �� .r• �:. � ill � o .. l - v ems-- s � — Y. . MUSE v- FRAIL E-ASE�tfiE1dT V v �TYP) . AeMI , \ v t � ,� A v �� ) //n v /i // // Id /// / � � �/ � e �� / `` �. �� o / / -�- ^- - - � - •�� —_—_ > ♦ �� / -- 0 �� V ?, \ / / �� CB - 7 •� � Ji, � — _ .-- -.. 1IR �� GRAPHIC SCALE !// _ 4 ,, ,.\ o l� \ , 1 • ,../,_„,,///� -_. _ i,.V r —�7 1,, , , , — 1 inch = 50 ft. SCALE: 335 ALLEY 3 1" = 50' HORIZ. 111=5'VERT. 335 o 0 w LOW LOW PT STA: PT 20+20.58 EL: 296.06' a PVI PVI STA: EL: 19+81.58 296.84' o o0 HIGH H PT STA: 13+77.50 GH PT EL: 318.57' K: AD: 26.0 3.00 330 ii M w LL PVI STA: 13+77.50 PVI EL: 318.95' LVC: 78.00' 330 w o o K: 75.0 AD: -2.00 ,cam, C.,_ o _ a LVC: 150.00' + 7) + CO o HIGH PT STA: 15+39.76 �'� N� �,g I� + �� + co ce N_ oo N_ HIGH PT EL: 317.32' PVI STA: 15+79.76 (nw aN �� aN �� cnw ,rio � � N � + 0003 N rOo + -,_ N PVI EL: 316.92' K: 20.0 325 w ti ti o ¢"' Nw ¢"? Nw AD: -4.00 LVC: 80.0000' 325 EL:3171.32' STA: 16+19.76 y o co- EL: 314.92' I 1 o o o 1- co PROPOSED GRADE A: 1E ALLEY 3 PLAN AND PROFILE a) 320 320 / '� EL: )TA. AWN AO A1,1 AI 1 r\A I II — —= �— =— -1 00% 1.00% 2.08° �� '— / 315 / \ 315 /• Kb) I I I I 18+52.42, 10.59' R 310 9 / N 310 8" DIP WATER 1 ` �' '�/ /'` -�� '� J. (.' 6' C900 PVC MAIN �. `/ / ? o ¢ RECLAIM - Pr S 60� c°O..) co co, �N co �' WATERLINE EXISTING GRADE a w 305 `. 0 305 \ N ti Co BLOW OFF N a N w _ ASSEMBLY 300 300 Job No. 02190372.10 Drawn By WR 6" C900 WATERLINE PVC RECLAIM ° 2.00%- 2.08/° ° Date 11/05/2020 Designer WR _ . J 295 " 295 ```►►v►uuuw, .� ••••••••.•. /,/ �,i `:J ?.Q�pFESSioNgl.9 -,,, r. = .• SEAL . = = : 028892 : : ; .. i •• .• `�� -Doi si • F��INE��• • %NUM .• 9 �;8 A M. %,,to`. Vt OVAt VtM 8/12/2021 — r - 2' MIN 2' MIN. 1 8" DIP WATER MAIN - 290 �` 290 <,?,3 1 MIN. 5' pVC, \ . S 24" RCP 8" DIP WATER 12"x8" TEE WITH (2) \0 0 MAIN 12" GATE VALVES AND (1)8"GATE �' _ VALVE 285 \ 285 Revisions 1.5' MIN. 1 PER TONS COMMENTS 2021.03.08 \\_ 6"x6" TEE W TH 2 PER TOHS COMMENTS 2021.04.14 6" GATE VALVES (3) 3 PER TONS COMMENTS 2021.05.12 280 1 1 1280 40.10 LF 6" C900 PVC RECLAIM 4 PER TONS COMMENTS 2021.06.09 8" PVC @ 9.19% WATERLINE 275 M N Q CO 275 2 m - o Co M = =g cc—M O I. = ==g Q Q t. M C Q 4') O L• I� Q �_ 00 O CO V Co MON Q V r � � - 20000 N - +NN N- V+ NQO c CA Oo� � N N N N- N M �O1 MO Lo Co NNZ 0 MNZ Z 0 270 � cn�_ m cow.. m cow... 270 Sheet No. C6.1 7 N I� I� M N V r r COW M M V CO CC) l0 CO Co M M CO CO l0 O Co V M M CO V O I- V Co 00 M CO V N N- N co Co 00 CO CO N O N ti Co Co 00 CO M O N ti Co Co 00 CO CO N Co ti Co I- 00 CO CO Co N- V N- N CO M COCoN V CO N V M M CO V O M M l0 O l0 M M l0 N 14) V M M N CO V (0 �� M M N M CO CO Cf) I� �� M M M CoCoc0 CO V r CO M M V O CO CO �� M M c0 O O N CO ,- M M O __ N r oco M co O l0 r N oco co co O l0 N co 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 DocuSign Envelope ID: D4025286-8E94-4AFA-AF21-77B4286043AE k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.15-C6.24 PLAN AND PROFILES.dwg- Tuesday, June 8, 2021 4:45:12 PM - PIATEK NUNEZ, ZENON ■ ■ -R W m K R i � .,�� R J > � � s � � ��, � � • � I � � � r (� � � / / I 1 / al = , - _1 , I I rn, ... ., ,,, 1 f 410131ggEriMinaggiSCOWMIUMIIMMIN. 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AL . nr�i: �`��iG+�� ■■ _ - rr 1':.�1� \ r �313 i 2 r ICI is - '- � `M i - cv ' M 1 te �� 311 CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA ll II C&- ?� Os 1 310 /1 Li IP'•rbri- g— se 00 �� II 1CIN II'-- � -��■� L1L � _-__ s --� ` <.��`� � �- VARIABLE o \ -1233 I ® � � '1 I 11. .■ - - II ILpp,g END ,• • II._...„ ce s4s' , ��.� ® WIDTH PUE ��,� �/�`/' r11� 1 1, �� ,( (L �: iI:1i _ I _ o • � ,` \ V :� �� `I �1„ 20' PDE r!'t�CB I 3 1 N. \, � �I %i� I! ` , I o s\ 41e...6.174.00---- ' -f :-.*4" I /es � o TI . a .11 VW yi � �I� .� B-123..18+00 I��a�� 1� �9+i � � � I � ice• �, > > ; L �• / ' � � � ♦ ♦� ( � \ � (`� � � � / • / �.=Y \ /^ � ��_, �� .85�� ` i��/��. � MR CB-713A �� o —— �, CB-713 � �rc �>r,.�"��M� \ �>�i `�♦ \°. / �l'O� lo �•°' MH 222(0) MI � �! �' ii ALLE1�4 (25' ACCESS • --_ � . � � ,t��i:�r ..��: ��► �� iis I. �`,;1 �, ``o B9►DG:�� /F ��.��r �` \�•'�� ' ®i 420PDE / SEME MH220 �) =mil IINSE 1 mr) ) ®>�,ti`' \ �7 A i LLY5.� �1 ��i �� \\tom=• �t �'��p : �� 8 � (ER .. .,I�1 GRAPHIC SCALE I� �fr • ✓ ,��. / \; ::,..,, 50 0 25 50 100 (25'PRIVA7E�—` MH '� �� \ � " �7? CHASE ✓/ �) ', .�< ` \ 3' \ ` � ;5 Ur ° >r. \ ► ,� \ _� ► '��1 \�. - <�; ��l"�—��!' L ��I PHASE " i \ ,vz- l -r .� -` \ -, �-� 1 inch - 50 ft. SCALE: 345 HIGH PT STA: 11+4872 . ALLEY 4 1 " = 50' HORIZ. 1" = 5' VERT. 345 HIGH PT EL: PVI STA: 322.64' 11+48.76 PVI EL: K: 30.0 322.87' HIGH PT STA: 17+42.43 I ' AD: -2.50 LVC: 75.00' HIGH PVI PT STA: EL: 315.44' 17+79.93 ALLEY 4 PLAN AND PROFILE N N PVI EL: K: 100.3 314.97' 340 v `� ± LVC AD: -0.75 75 00' 340 QM QM -.II I] _ NW NW -STA:17+42d EL: 315.44' ^i,I t N II LL CO,r ,W W Ce C/) W 335 J a o 335 O _ O COOK Co N M + N O M CI J Q W(/)C/) Q co m 0 3.41, 10.51' L- z a 330 J „ Z 330 - J O CB -1238 + O. m J� Q U o O M (n M s+.y 19+C ,- N ' J 325 Cn a M w -- co 0 325 CB -12sd 1 I STA: 16+33.62, 1 J O - csi 1.25% � � \ 0 .08% • `Art- � 320 ,_ - N 320 N. -1.25% r� EXISTING GRADE o • - F. rn LO � Job No. 02190372.10 Drawn By WR �- .J F ti M Date 11/05/2020 Designer WR /\ N •"' - .. — PROPOSED GRADE a w a w 315 �24.01 LF8"PVC@ 1.01% �� 315 ````�►►►►1i1►/►►��,,, ` Ot�� N ••A RQ��•��. 11 �• •• pFESS/pN• 9 `s. • = SEAL• — = ;• 028892 • ��'. �F••f/VGINE�--t.. /� ••••••• . ``, Docu Sign p' ��A , I M. •' ��►►►nin►►►��6/9/2021 RI VA, Fat 8" DIP WATER MAIN — 128.45 LF 8" PVC0.62% @ - 74.16 LF 8" PVC @ 1.08% 130 72 - ■■ - LF 15' RCP @ 1.56 % L 2.0890 310 21s. _ \ 310 S0LF8„PAC \ .69% — 6" C900 PVC RECLAIM 9615 LF 8" PVC 8" DIP WATER MAIN @ 0.50% WATERLINE 305 — 94.99 LF 8" PVC @ o.5o°r° - 305 Revisions - 92.53 LF 8„ PVC @ 1.31 1 PER TONS COMMENTS 2021.03.08 % 2 PER TORS COMMENTS 2021.04.14 300 300 3 PER TONS COMMENTS 2021.05.12 4 PER TORS COMMENTS 2021.06.09 O 227(0)) MH 225(0)) I I I V O M aCs1 N O 295 N _ c Cp N N 2 _ l[) N N c- _ V V N _CO N N c M N N 2 J N N N 2 N _ N N 295 STA: 10+76.32 - RIM: 321.97 I I NV. OUT: 315.45 (A 1 1 1 1 E >TA: 12+00.33 - 0. Q 0 >TA: 13+29.70 - -0 ZIM:320.60 4 VV. IN: 313.20 (MH VV. OUT: 313.00 (N I I NH 224(0) - 3TA: 14+03.92 - 0.( RIM: 319.67 NV. IN: 312.20 (MH NV. OUT: 312.00 (A IH 222(0) j - 4' DIA. IH 221(0) - 4' DIA.- TA: 18+15.33 --1.1 IM: 314.24 1 I JV. IN: 304.74 (MH JV. OUT: 304.54 (M AH 220 - 4' DIA. >TA: 14+21.02 - 0.0 ZIM: 312.95 VV. IN: 303.34 (MH VV. IN: 303.34 (MH VV. OUT: 303.14 (Al NH 223(0) - 4' STA: 16+23.42 RIM: 316.93 NV. IN: 306.10 NV. IN: 306.10 NV. OUT: 305. I I I O CO 4H 225(0) TA: 17+1I IM: 315.7: JV. IN: 30 JV. OUT: N = 290 Sheet No. C6.1 /�M (�x/�� co 117 N M M 117 O CO N N MM M CO O CO CO CO N N M M CO I� CD CO (0 N N M M CO N (0 M N N MM O CO N Cr! M O) N M M CO M Cr! CO O) CO M M M N CO Cr! O (0 M M N M O (0 CO MM M CO CO CO M M CO V CO CO W MM V M CO CD W W M M M co CD I` W CO M M CO N ti M CO CO MM N N M O CO 119 M M N co O O 119 <0 MM co ll') O CO <0 M M LC) CO CO N M M CO CO I� N O) O M M CO O) O M 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 DocuSign Envelope ID: D4025286-8E94-4AFA-AF21-77B4286043AE :18 PM - PIATEK NUNEZ, ZENON k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.15-C6.24 PLAN AND PROFILES.dwg- Tuesday, June 8, 2021 4: v `�� ,, i/ , /Allit ' ,,4,‘ /\,,,,f, r' �� . / 1u . .-11, ) i - i I --/ \ q ,,_ '-� � �- `c* I , _--1-. \ - ,- , —ii : � 1►13 ,,,'A \liiiii ,. limii • miaza C: 7 1 �� , \ _ _ , rgtgii1110r#11:41114b, 1012 -f ►� r/ CB 10 i ^r �I—� • � �"T -�� J �� {11—�, ofittli -1 ►• ';•mon �-' .:;-::^/ 1 _<rcz ,►. ,■ 'iia�►np I _ .....wigwag.- . 41§zroo_...........„ . , ,,,,m_ .....___ - 11 :i:VIIMMAX"4321169611111111116-'14111111111811111 ..:i11......•.-- - �1 J pert - MH 402 � '• CB1 � 'r�'�r�� —� I �� H 205 r/ I rr`—j JM II 1� n \ "/ v' \ 0101111P jli �I;Q • 111111 ! It7a$t• v I TE.: I -r"- �, ii� - \ \ \ \\ \ , JH� CB 10 =: ` �N� i Q. �;► ._ .-:. ;oi1l' d,1 . - :::a■■ 21 CB 1010 ,. �■J►i� _i- .► •► \\ \ \ � b -rCB 1011 C 1� n ��=:.� 11�� 1� �� `� �� _ `� Allii �A 0110-1'��. 44 Illr I \ I\ �� WiLhei Engineers 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.33, •/� QQ��I MH 208 �I� =C�� `� .IG" J - n �! 7- 016A L1t -i L. _ - �\ \ �� 1 �1 u xi \ �// \ ��/ � -;�� dOQ� I _ �i- \\ \\ �i� �p �l - - - `L - MH 206 - ► E`=' �C6�1 �, s.�i ?� 0�� . - - �A"�` \ \ \ \ \ \ � // % � 1 MH 207 ...4.--..� -l� - - - - ��'=�— i e''-i"=" "'".- �ke;y - J I �i% 1 \ l \ \ \ \ / / / 1111, / 1 '�, ��"` ��' � � �_ r— AW B-1014A.<�� . :, I � ��- ■� - \� � o (. �- J 1�I�°� � � c �,� U .�.►�•..:: A\ � �� A � V A \ � \ V A _II�Z'?�II�_ • :'-��! ��—�Ir .,.` 1 1005 fiMI II � L 1% r l / (/ l>. `� VigaiNat �- LI � m fi 1 5V 64 3 n 5 ; i 73 o a �� ■ 1�._ �r�� 75 �I \ � \ \ \ \ \ \ \ \ \ \ \ \ / / l D D/\ JI , . 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I I V1 \ .��I J I• /�, i \ V ` V A \ \ 4�I � �• i I I r i7 J� .._, m c' I —_ — = ♦_ ✓ �� . �1 \ \ V V A \ \ �. r ( 18+0� \ I " MH 203 , -�'� �I ` - \ \ \ I D J 1i 55 L - \ \ '\ r_, f / 9i*65L r ) �;I�7r� y/ 34 / • /' ! r _^�/ , \ - / / V \ J J _ \� I o — MH2O4 00 ��r �c 1 ��i�� - �_ V�� !•= � 16 0 "�� = _ _ o ` I 911D" MH 203 71QA� ►� ►l. /' �� ( �� :._. � \ gE�O\y\Wt�\ \ (t0 KOpE� \ \ R� \ �\ CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA /14 / D�l to 10+0p / -_Jl� If \ �/ / V _ w , \ �-- -1009 '--z---- � / \ \ r D 7 �_ / �4 �\ CB 11406A 1 NI 1y E?� m \ f► r✓ •\Q Lti• \/ \�\� / _ _� 0 + v�f CB - Th6r - v LIC _— -_ � SE�SEMENT) �f J,` ►� � "" ._ 9i50 0+00 \ --�J '\ 11 �� iJi 1 \ 11 TA: - i � - S� � � �� 1r .�Cz \ / SASE 1B = = a S ►�rs•;� �. N II \yy°li� �I q z EYE =-- --- �/ ��`\a \ 1 �� _� �v o �� D v L Y6/ \ � �,�i `�'5'A \�ov\ / —� \� \\ /SSA E / SS _ �/ / �— / / / l \ �� /-i�-��" , ! 1 1 l `� CES I / G --- 'J / SSE { �X // // mc4 i / -- oo -/ /' o / / / /� /' < crz -- J -n —� / / / / O �� / o flI/ - J / - / / _-ii =� __ / //��_-=__\\ // // /j /// -� / / ////// / ` / // 9// / < < << - �� \ V \ \\\\ \ \ - - n I o \ \ L i \ /� C ` �, I 1` I \ `�-�\ /1-�,/ �' -�� A 13 \ 0 S �- / c / �m I ` \ 1\� �� / u \ \\ \ \ 1 �_ \ o �N ,i �ti �� N.., \\\ ` \ \\ \ / � e'i , l _ i i�` '. ,�► - E SEM£�NT) \ �� % � �� \ �'�► �• DAP � ► �V __ ' �\ o �.•� _��'��- ,4 / . �—. �� MH2O2" ✓` `. 073 \ / J � \ / /� 50 I �i GRAPHIC SCALE 0 25 50 100 1 inch = 50 ft. SCALE: ALLEYS 5 AND 6 PLAN AND PROFILE 340 ALLEY 5 LOW PT STA: 14+75.17 340 LOW PT EL: 318.79' 1" = 50' HORIZ. 1"=5'VERT. LOW PT STA: 13+17.87 LOW PT EL: 320.23' PV STA: 15+12.97 PVI EL: 318 28' PVI STA: 12+77.87K: PVI EL: 320.63'AD• 26.2 4.89 ALLEY 6 IK: 80.0 .8 LVC: 128.00' _ AD• 1.00 LVC:80.00' _ .� 335 ,_ �� ;� �o HIGH HIGH PT PT STA: 16+90.39 EL: 323.89' �, 335 340 340 MM N,- alo CO <,., i— i— M PVI STA: PVI EL: 16+74.37 324.55 ot ao r O N M 1 M NW cnW K:17.0 AD: -5.89 F ti N co w cn w cn w LVC: 100.00' a w 0) M N co co' N M Nie) 330 a w �� N 1-.0., rimSTA: EL: 321.00' I 330 335 335 V a, QN QM cow QM (nW c"? �NO— M� Ce 0 ++ - Job No. 02190372.10 Drawn By WR cot 00� 6Mo M�� V a F Iv` M O Date 11/05/2020 Designer WR C 2.08% ¢ m ~ w y y FO -CB -1009 I I _STA: 16+04.76, 10 ti 5 a J W N 325 , �' (Jo) o A: 14+70.59, 10.34' R •,� u �" ^f �`' 'r ,- 325 330 a EL: 324.94' 330 ow►uuuw� .�`��N CAR0�''�. •� '•... SIo �.- �': .� ••Q�FESS/pNq •.9 �. • 2 SEAL •• 028892 ■ '�� •: F : • �� • �t �VA,t ViM►�' M►►►►`�`�. 6/9/2021 /- -2.00% . 1 A- _ f N CB -100i M / — a PROPOSED - N 2.00% 2.08% GRADE``�� PROPOSED GRADE.00°; r a a9°�o 320 EXISTING GRADE J _y 320 325 �— _,-- �' � � 208% 325 / �\ \ \� _ - - EXISTING GRADE \ -182.73 RCP .� �/ 8" DIXIE - - _9) GAS LINE 315 - 135.25 LF 15" RCP - --� - - - RCP @ 1.13%_ 315 320 320 Revisions = _ @ 1.00% I 128.83 LF 18" —_ — — — 6" C900 PVC RECLAIM _ 0 _ - 1 PER TONS COMMENTS 2021.03.08 _ - WATERLINE 8" DIP WATER MAIN 2 PER TORS COMMENTS 2021.04.14 199.90 LF 8' PVC 310 -18" RCP — @ 0.50% 310 315 315 3 PER TONS COMMENTS 2021.05.12 4 PER TORS COMMENTS 2021.06.09 )4) 202) 305 I MH 205) 3 (MH 20i 305 310 310 ix zq M Q 0 a) V Lo 0,- co O+O co M F CO • • ( O a) O co +0M F = co"Z 8 Q> > FZ 0 N DMZ 8 300 Z cowz — 2 . F� � NQ'Z Z 300 305 305 Sheet No. C6.1/\M In CO <0 N a) a) h: CO V N N M M co N CIO lf) N Cs1M N M M a0 CO "? V O M N M M CO 0 "? M a) N M M a0 CO I` N 0) N M M Cr) CO M co N M M M CO V a) O N- N M M CO a) r- a) N- M M 00 V 00 a) .47 M M O a) N- 00 I� M M O N a) V a0 O N M M 4') In W N a) N N M M CO V CO C' M N N M M M V M CO V N M M M CO N GO cc? CO V M M M M V a) O C', CO U) M N M M V O O I` N lf) N M M M V O M M I� N <0 N M � N CO <0 <0 N N M M � M CO a) <0 <0 N N M M C) N a) lc) V N N M M N CO V V N N M M CO V M M(7\ 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 DocuSign Envelope ID: D4025286-8E94-4AFA-AF21-77B4286043AE k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.15-C6.24 PLAN AND PROFILES.dwg- Tuesday, June 8, 2021 4:46:50 PM - PIATEK NUNEZ, ZENON • • I El \34 w ".D , no,�,. 0_ _ _w �, w I I w w I w CB-9 i Fr LI --... --- WiLhei Engineers 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.33, '41' . :-. -VV . , _ -.. Y-u Vic. \ 1'7 11+00 9116 +Or 917 3+0►� 4+00--4111• 14+ 8.88 \ 5 F - -;-4 4% ' , . ° •F 11 r, 1 4 n \ \ \ \ \ \ 4 , 0 a Si' 4,, \\ \ 0.% NN ,,,,,, 1 lili MH 89 rim\ , ` A \ „ N ,....__ I V A \ \ \ \ \ \ \ \ \ \ \ I 1 rvrw.. ��, \i \, , \ 8 \ • \...; CB 924 ,r. C tea- * 4 ��,i A ,•,, . 361 Wil 40 35 \ \� loo „* 0 (41° 0 \ I V = CO 50 GRAPHIC SCALE 0 25 50 100 I CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA 1 inch = 50 ft. SCALE: 335 ALLEY 7 1" = 50' HORIZ. 1"=5'VERT. 335 LOW PT STA: 10+38.54 LOW PT EL: 296.89' HIGH PT STA: 13+98.38 HIGH PT EL: 311.22' PVI STA: 10+76.04 PVI EL: 297.64' PVI PVI STA: 13+60.88 EL: 310 47' K: 30.0 AD. 2 50 K: 30.0 AD: -2.50 LVC: 75.00' LVC: 75.00' 330 I m M co_cqaD co_cl 330 CO Mco � O M,— O W TA: L: 2323 i— C/) C.''�M —II— W C/) J W I i 325 / 325 ALLEY 7 PLAN AND PROFILE i, 10.49' L I I / b) 0 cn / 320 N. STA: 12+ \I I I / CB-918 STA: 14+0 m °O oo il 315 N / 315 m V / m m1- EXISTING GRADE 310 .B-910 I I I ITA: 10+43.23, 10.57' L "o) 310 PROPOSED GRADE -MEM 305 0 �„� 36�F,5°RAP 305 o - / 0010 R5 _ 126. @n'63 N EL: 296. a Job No. 02190372.10 Drawn By WR 300 RGP 300 Date 11/05/2020 Designer WR 1 �3g2� @Q� y3°I° .•`%%-\N CARD iE.s �` `/N,', S = • SEAL 2 028892 • • ;'. •. FivciNE... ,.•' • 9'.O.BRA.M. ��9� o DocuSi n � P Ira r1i►►►min"-o6/9/2021 • osi 2.0oi° 295 '1aR 295 12232 3g0 h '' 290 290 000 VP 6' C900 PVC RECLAIM WATERLINE Revisions 1 PER TORS COMMENTS 2021.03.08 8' DIP WATER MAIN 285 285 2 PER TORS COMMENTS 2021.04.14 3 PER TORS COMMENTS 2021.05.12 4 PER TORS COMMENTS 2021.06.09 280 280 N <0 0) O) N lf) CO CO lf) CO V O) CD N C., LC, CO .1: h.: N- O) CD N 0, LC, N N- NC'. CO CO O) CD N C., N- N- N O N CD C., M N LC, N CO CO LO O M N- LC, .1:"? LO 0) O 7., CO CO N- .1: I— CO O CA M CO CO CO "? 0) CD N M M LC, Cl M M_ N M 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 Sheet No. C6.20 DocuSign Envelope ID: D4025286-8E94-4AFA-AF21-77B4286043AE k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.15-C6.24 PLAN AND PROFILES.dwg- Tuesday, June 8, 2021 4:47:53 PM - PIATEK NUNEZ, ZENON I 1141: (c.j/3 ' \ \\\ \\ \I\ 4....... V" �Vi, 1 I ) Ak I [:?4- i 1› A I I I I lif WiLhei Engineers 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.33, co #441414 Y el p --\__ . a CO a pm P LI �MH 205 liar �1 1 ,I'j_ EY g - — 182' I _\ 25 ACCESS EASEMEiVT ��/ . � ;� �1 i �. -��7a��ii�� 1 _o 4� c I��11 �PV ' . ■7rii la►i��..�� / _ I I \� _ ter.- 11 �- 00 1+00 I _ 12 r .. 1fo,....'' �o —��iv V V i 1,111,114 ..." . N 1 s_____. 4. 11 irp,. > ! 1/1> _ I(� � �- \'_I I I ICI+ I I � � r �/ ~LI I J �m _L I ) ' i�� '� \ -� \ %� \ '/ I - \ \ -- I ■ I l \ V i G� J 21`/ _ r J------ / ✓ \ / Iii CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA ` — I u`^� �I — i I m. 11 11+ i (� I — SZ��i jr J J -�. MMK 1 _ _ )`'` 1012 i ✓ m .�� cID \ II I j -- \ I I \ �Ii■ ��-/ �j�'' � x�'^ L •CB 1`� \ 'l I111 �� r 11� rir'"�_ I �� ' � f I "�Yr1 : ry - =, �' = :t CB ' 2ACCESS E Sr EASEMENT) ��. ,�`:�titiv��'■� NU c6 10�4 �+ ----; -.� _ ��/� -1016 ��. B-,,CB B 1010 _ a r "1J _ o le �JtIt _ '' ,._— _• �� 7 ilk __ L CB 1014A �u, >�� r� t _ c.: �' mommu■@`�muulgil '-: ,4 . --- � ,,,,, w ' . I 6 I I I 50 GRAPHIC SCALE 0 25 50 100 1 inch = 50 ft. SCALE: I ALLEYS 8 AND 9 PLAN AND PROFILE ALLEY 8 335 ALLEY 9 1 " = 50' HORIZ. 1"=5'VERT. LOW PT STA: 11+18.22 LOW PT EL: 319.32' 340 340 PVI STA: 10+78.22 PVI EL: 320.12' K. 26.7 AD: 3.00 LVC: 80.00 + 330 N L: 319.32' °° ) M MN TA: 11+11 ( a N w 335 335 N M M .. d W (~/JW (nW J )7.05, 10.57' L CO V J O 325 i4, 10.48' L o cri 'RC DOSED N O M 330 330 o� 0� 3RADE ro F F N + i�V O(n Job No. Drawn By \ L: 316.18 � ti ;7:: Date02190372.10DesignerWR 11/05/2020WR ,_ � 320 \ —PVI S1 b N GRADE '. 200%Og°I 2.Og%aN N Roi ,,�• oFEssloNgl.9 '-.,,315.08% •SEAL•,320 = ; 028892 ; - : • � :• �• . . • FNGINE�- . ,00cusigne BRA M. FE o`� �► 692ou nt,l�V'a Ft 111►►► ``� / / 325 PVI STA: 1 EL: 317.9.c I 325EXISTING z.00%`��.%%%tl�Al$,,, a �N �1`,..Q PROPOSED —GRADE -�� -----___ 320 104 07 LF 18" — RCP@1.10%�..� - '^— �L — \ 310 6" C90C PVC RECLAI WATEFLINE - I �R —IA filltirliffiliglik 315 EXISTING GRADE 315 8' DIP WATER MAIN Revisions 6" C900 PVC RECLAIM 1 PER TOHS COMMENTS 2021.03.08 WATERLINE 21.40 LF M 24" RCP — 2 PER TOHS COMMENTS 2021.04.14 8'DIP WATER MAIN 305 @ 1.12% PER TORS COMMENTS 2021.05.12 310 310 �� 0 `,`, o ao ~~ CO ,ri 77- ,ri -1- 77 -1- Cs, �� Cs, CV MM CV Cs, Cs, M M T., T., M M M M M M M M M M 4 PER TONS COMMENTS 2021.06.09 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 305 305 LPLP V M oo 'Cr N M M 0)� C'J 6) M M CPCP 6) V M M 'Cr M 9+50 10+00 10+50 11+00 11+50 12+00 12+50 Sheet No. C6.21 DocuSign Envelope ID: D4025286-8E94-4AFA-AF21-77B4286043AE k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.15-C6.24 PLAN AND PROFILES.dwg- Tuesday, June 8, 2021 4:48:57 PM - PIATEK NUNEZ, ZENON / 0 iv \� -1, , ...--.--: ---,-, --,--44000:- 1 f",/ririft g / . il , , \ , , 4e,y, 0/ a 1 i Polio I�_. \ DI 803 i ! ■ I■ I:� G C b a O i �- -e_ - - -mg i■'■ �11� 8 _r !- . 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CC'/_ ' t ■ Iiiri I�� Ink c{ - - ill ■ � 25'• ASEM� V V / JIli Illito ■u�.-1 lltia 1 -�� __� MH 93 Il�:wi .11�I ��1 ��i MH 94 I �I � . Akanteitmosta1�L�leo�i �_ ► � � �� / \I 1' 05 _ �EC 1%I - Vd \MH 200 5' DIA_�,r : 1i. / " iiismil a ) / Ell% 111* // . 7'7 - ,. ,mil __ - CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA /Mil L $MH354( / ' r, 04/ A3 g 0/ 3S)D 29 A 9 98 / a / / : • 11111111.4111LEET I 11 gr ": - 11 i / j / 9 / j \ I I P �LIC Ru \ I �\ 1I oc 0) / / / / / / / l / / / r / • «`� I I I \ I \ 1 \ \ V \ \ \ \ �� V / / / / / / i J / �/ E'er' / ` / / / i4: I / / \ 1 1 1 i _ - \ \ \ \ \ � � / ■ /� / � I■ ,� "� \ 1 � I I - - /'" \ I I \ � \ I v \ \ \ � � � �I I \v �■r `� ■r rim.,/ �I ��:r, �� Q� �t- 1 �`9 11► .r^ R C ��I 905 1 v v \ v \ \ I ■ ��r .i�.il��..�! �i��1i� ��._ III ,.tee. ,v11► :.�.. �1�!W.� �� . .i . _..!I�•,_;ti� �w ,,•�� v- \ \ \ \ \ :� n, �y�` '�►'�s iltaWIMI �r��tI MINS m�� \ -mot \�'*lII -,. Il r I \ 11\ I1\\\�/►�i \\ 45\1< ��5 ► 1 ��Il��LI��/�Z�.Z�fi��A�!�1��IL�I/s11I�w1I��. \\ I 52 51 50 491 48 O O\ \ 47 V \ :'. \ I 50 GRAPHIC SCALE 0 25 50 100 1 inch = 50 ft. ALLEY 11 SCALE: 330 1" = 50' HORIZ. 1"=5'VERT. 330 325 325 ALLEYS 10 AND 11 PLAN AND PROFILE -�� 320 J 320HIGH PT STA: 10+83.42 0 J HIGH PT PVI STA:11+20.92 EL: 308.23' 06 ALLEY 10 � PVI EL 307.48'CD K: 25.0� 00 } mo cC°o AD: -3.00 LVC 75 00' rn a 315 I I PVI STA: 10 EL: 309.91' PVI STA: 10+ STA: 10+3 II �� i 315 325 .7IA.luToo' EL: 308 23' �_ 1- co HIGH PT STA: 10+69.95 HIGH PT STA: 12+19.40 HIGH PT EL: 303.93' L: 3Ub.I o HIGH PT EL: 306.54' STA: 10+69.95i PVI STA: 12+56.90 PVI EL: 303.18' EXISTING GRADE o ,- _ `PVI PVI EL: 306.92' K: 18.7 K: 25.0 AD: -3.00 � Lc) AD: -4.00 LVC: 75.00' ' J ti M LVC: 75.00' � 310 08= 310 � � C, \ 320 dwu� 6'h rno . 2.00% o -,I-. C- t � f�_ �� } NM O } M N� \ 00 O O �� 0 QM I- (nW .:-II- QM -Ico CnW �N cn } o (0LLI aC.7 aM c~i�w 8"DIP WATER MAIN mF C0 N M '� N. 305 r'Z'- � PROPOSED GRADE � `�' 305 315 a w �'' + - 4 F �, ro r 1¢p•2?4F g•RCP@2.86 �� LOW LOW PT PT STA: 14+34.22 EL: 293.02' N.- EXISTING GRADE ti 5 a N w 6" C900 PVC "�> r1 < j �` PVI PVI STA: EL: 13+94.22 293.82' - RECLAIM WATERLINE �'"r-> `� K. AD:3.00 26.7 LVC: 80.00' 300 N c M M N 300 CD s- �N corn Cl7,1.9. �" \_� �6� CV O Job No. 02190372.10 Drawn By WR �� mr Q coN 7 8p cp�os aN FJ cnw v4 a'� <Na I-JF cnwN N O N N - o N Date 11/05/2020 Designer W R �`" a w 1 aoF N a w a w \ LOW PT STA: 4+32.37 295 295 00 2 00°I° _ LOW PT EL: 295.58' .••%%-\Hooti CAROM'',. • _ SEAL E 028892 ... • 1/�►►► ii fl% %‘6/9/2021 �point�a 305 ►►, PVI 36' PVI STA: 13+93.37IPROPOSED GRADE ' KL26.0 -.00 .08°i _ !F \co Map -1: �'n Co LO 290 ?gnR _ \ 290 300 'aN STA: 14+19 CTA• 1 N lir A �s . \ n ` 8" DIP WATER MAIN - 285 ` 6" C900 PVC RECLAIM WATERLINE 285 295 a _ .00_ ° .191� Revisions ls•RCP 1 PER TORS COMMENTS 2021.03.08��i� - \ I% /ll��/170.38LF8" DIP ___---- @0.53% 2 PER TONS COMMENTS 2021.04.14 �,- 280 - 280 3 PER TORS COMMENTS 2021.05.12 290 \ PER TORS COMMENTS 2021.06.09 V4 275 275 285 \ 4:42+47.69 --170. 1:299.191 '. IN: 282.70 (MH 9E '. OUT: 282.50 (MH STA: 42+47.79 - 0.0'1 RIM: 293.09 II INV. IN: 281.60 (MH 9 INV. IN: 282.11 (MH 9 INV. OUT: 281.40 (MF 270 270 280 0 V V u? 0 .4? QO CIO I" O O O O u? M .4? M M CO M CO CO In CO In Sheet No. CO CO co V co O N M N CO M I? N M N N: M Il CO :+: :+: COCO 'Cr 'Cr M•9+50 CO CO M M CO CO M M O O 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 DocuSign Envelope ID: D4025286-8E94-4AFA-AF21-77B4286043AE k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.15-C6.24 PLAN AND PROFILES.dwg- Tuesday, June 8, 2021 4:49:35 PM - PIATEK NUNEZ, ZENON ■ •:'• �?.s .; --� - -i - --•-.. �ii MH 203 _' �-- �" "ma ThE'' I' , - 1` PU�LIG KWv ilik�%�� :��=T a �'� \ � I J A / A� \\ i/��r: k �� R !IllelilL V NB- \ I V 'I II rr^� T - n-- --- -' CB 713 fl�� ! �. 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EL:321.08' CB -1009 STA: 14+87.66, 23.94' L MOD +O C.0 U-) 20.45' 6 310')1 1r, 12+80.33' o I- (n M Q .. I- STA: 1 hEL: 31: C,. n- 325 _ ,. 325 'a 1.o0% A -0.44% �2A8% 00�2.00°lo 2.00%1 2.00°/0 • 320 LOW LOW PT STA: 10+42.87 PT EL: 309 65' - EXISTING 320 PVI PVI STA: 10+54.37 EL: 309.28' 4_ �. GRADE K: 6.7HIGH AD:7.43 3 S •° HIGH PT STA: PT EL: 23+63.21 o LVC: 50.00' / _ _ PROPOSED GRADE PV PVI STA: EL: 23+63.' 307.86' 63.15' O + O mh- . \ � -1 AD. -2 50 31 ' + o °° + o 6 �2°I� / - 38.98 LF HIGH PT STA: 21+05 43 LVC: 50.00' 315 co-.=.. (" o_ `' w -i M / 15" RCP 1.00% \ HIGH PT EL: 304.62' PVI STA: 20+80.43 PVI EL: 304.31' - My c �'v cnw cow AD: -2.75 No No � LOW PT STA: 18+37.35 LVC: 50.00' 1-_i a`' LOW PT EL: 301.55' PVI STA: 18+12.35 PVI EL: 302.05' ow-c~i�w (~iAw L 310 2.00% �_� K: 8.3 AD: 6.00 LOW PT STA: 19+45.05 LOW PT.' STA: 21+0f EL: 304.62' �- 310 / - \ LVC: 50.00' PVI STA:: 19+53+53.3939 PVI EL: 299.22' STA: EL: L:30I.05' 1 _: 301.55' K: 8.3O� I/ :°:::::I: R TA: 17+87 Jr.W W R 5°/° (n� (nw +� STA: 19+78 —EL: 300.23' ```1111111///j��, `CNN% -c v\ CA R0/ .,,� `�.`��. **OESSIo4•�.9�,'',. l ► SEAL • = 028892 •_ - �� •• F' . • �� DocuSigo�y� B. • • M';, %„.0.- /2 ou 305 \ F, f 305 .= ■ FJ N . _, cn w / ' / 8" DIXIE GAS LINE 2•ooi Qoo°° 300 a.� \E , / 300 l �I- r �i 6" C900 PVC RECLAIM WATERLINE 18" RCP- -, / 12" DIP WATER MAIN 295 295 IIMEMEMEkb Revisions 1 PER TORS COMMENTS 2021.03.08 2 PER TORS COMMENTS 2021.04.14 290 290 3 PER TONS COMMENTS 2021.05.12 4 PER TORS COMMENTS 2021.06.09 285 285 280 280 Sheet No. 6 • /� J!) 0) LO I- O CO 0) CO LO V N- LO O O COM CO C`-) V M LO D) O O M M C') cc) M cq D) N O M M cc) 1- LC' M N CD M M N- CO C, D) CD D) M M CO N- O V D) N N M M N- 0C) V V N C, N N M M LO N V 6) C, C, N N M M N N O CD M N N N M M N 0) CD D) N O N N M M In O 6)• O D) N M M O 0C) • O D) I- M M 0C) V O V N- LO M M 0C) V V LO M M 0C) 0C) V O I- O M M 0C) V O M N- O O M M V N- M V D) O CA M N N- 0C) V cq D) O O O N M 0) 6) cq cq O W O O M N 6) N c° O W O O O N M N CD O cq O co O O M M CD O cq N co LO O O M M O 1- N• LO LO O O M M N- 6) • V LO ui O O M M 6) N V O ui CO O O M M N N O ti CO CO O O M M N N CD CO O M M OC N CD CD O O O M M CD O O ML) 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 DocuSign Envelope ID: D4025286-8E94-4AFA-AF21-77B4286043AE :13 PM - PIATEK NUNEZ, ZENON k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.15-C6.24 PLAN AND PROFILES.dwg- Tuesday, June 8, 2021 4: 1 -mg lopPANENNE IN FL poilli,J1 yilifti,i--. k ��\*—i:- Nil NrA eta \ \ \ V A i 11 1 \ ��I I \ ` ni �r �'7�� l ... < V 1-- \ \ I s \ l _____�� \ V I v \ V II \ v A 1 �� T ,_ - DE � .limiti: \ \ \ y tit, I `. z V —..�� 1�7�,`' ' �S �CC�S ND� \� V A f I L / �.�.7 G �� V / A G \ V� t n� - rr..IIIPF� A ►� V \N�41 EI%AN�E� S�M N I_ �l � I -13INIMIMENKIMINW, Q «i1 \ \ \ l -� I/�Ir111I �11111p11111111 , Q ,0t Z j� `,G / \�\ \\ �1 \ \\ \ �► '`I / \ \\ _J\ \ \ \ j 10�ASPHI�LT\MI Tf`U E \ ` z \�\G — I 1 / _ tRAk (fYR) ', I 4 .•, IIII,Ie►YIu1�,1111i11u�1Y111hY1,n►uC1:13$7:11.12":5,-0—rt \ I • �� "��ie,�,��11911�p11�u132+oo111un11r11u1n _ ,,s� - W �.alii ,`��-_ _ IIIIIryl11Y1111p1111111111 ..\II —� 111111 u1Y1. — = ``� 1h o , ' Iu\IUL I-S TRA�L� G \ 1 in _ \�I t 1 �� . I�j�^��© 111 \— — — —� U / . � 2. 00 _ o\P>I\I ,pvem.iso0 \\ WiLhei Engineers 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.33, ..Z.' \ \ H\ M 82 al_ 2 11n1104. \ \ \ o 1 •••••• •_•••••_ , \\ / \C 1 2e l, i1 \, • 0cc(6.o..1 \\ , 11ri , - \ .......'...:.....", 7 k \ \ C AK LLJ MA OGEAR Nl/�my \/I�FLO(SDPLAIf7\ CO 4 pErt-wiszLLJ l LLJ �I'/�� l �. I,/ HI, CO \ / I III i ' i \‘\\\k � ,•�•'� I , 1 ,, �•1 f�N ale .�� : \ /, 1 I \\ I I \ IIIIMMInirlqe \ 1 1\ oA L S(PIgING$ \ \ A I I 1 I \ I� Eli O 1. `\ 7 \ \ 1 ] f 0 ,; S�M�NT I 1/1 'r �� / ( v� 1 \ ) 1 1 \ \ \ . , \ \ , •,1 \ . , r \ 01 4 v CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA (i 4 _ , 4' $ f 1- ) r \ V A� �/ CC-�� / / / f25� fr/ �1 \ lUri �I / ///�/ �I �C/7) If /ll�� lit �� \� SCALo \ J \ \ \ / / ' 1 1 / / / j / f l fh1 I �/ oRAPHZC ioo \ �, 5 v v\ /// //�so V / /�r f/ 1 lll//l(l I �� / 1 C t� a_19 / / / / f -s_r 1 inch 50 = ii u? a <w SCALE: GREENWAY w w HIGH PT STA: 25+50.23 a N HIGH PT EL: 306.21' � - PVI STA: 25+56.23 315 j PVI EL: 306.37' N++ K•2.0 - PH 1 _ 5 315 1 = 50 HORIZ. " ' 1 = 5 VERT. (du" M. AD:-10.00 LVC• 20 00' f—� a a W cn co N N 0) V CO - O+ N u7 co + (0- } - c0- C+.. N Q 0) u,- cON0 N Ili Q N N c0•cNO _ rr) u7 c0 u7 NO lf) 310v M F — O N M- > M i— NM,nw J — O i- J F cow J 310 awa�w ci-w -125% - 00°' ,08°I - .09 00°I - 305 \ 305 -- .� \ r EXISTING GRADE I 1 GREENWAY PLAN AND PROFILE \ 300 300 PROPOSED GRADE 295 295 N V + N Fco CO N -I: cO N \ aw c~/) aw `‘ 290 290 \ -2.00% 285 285 \ LOW LOW PT STA: PT 29+91.87 EL: 273.74' \ PVI PVI STA: EL: 29+81.87 274.22' s�o K: AD: 7.2 2.79 -STA 29+95 END CONSTRUCTION LVC: 20.00' SEE CAROLINA SPRINGS 280 N- N- BRIDGE AND BOARDWALK PLANS FOR CONTINUATION 280 �;�_—�'v N 4 N M TOHS #17-29-04 QN QN I- `� Job No. 2190372.10 Drawn By WR \ cow c~i)w 11/05/2020 Designer WR FDate —EL: 271.15 275 275 ``1ttim//IIII ``�N.`NNk CA p04�•�. �.� -.• o ESS/ok • by '. • _ : SEAL 028892 .''•, •'••.ENGINE\--:••]'• `.`,• DocuSignejo }c&pD••••• FEN` I t Vv46/9/2021 \ ,d a o 4� 270 270 \ 265 \ 265 '+err 8^ pVC �. �— Revisions ` /k+ _f 1 PER TORS COMMENTS 2021.03.08 I\ 2 PER TORS COMMENTS 2021.04.14 260 DI 260 3 PER TORS COMMENTS 2021.05.12 4 PER TORS COMMENTS 2021.06.09 255 255 250 250 c0 6) O M COco 0) c0 O a) O M C., co.1- c0 0) a)c0 O O 0.,Cc, V N 0) c0 CO CO O O 0.,Cc, N O c0 c0 CO co O O 0.,co O ll') c0 0) co O O O co ll') 0) 0) O O O 0) co N 0) W O co 0)co CV N .1- W N co CO o0 I� N CV V -1- Cl CO O c0 CV V co cc? O co CO c0 CV O (.0 W W co CO CO CV (.00) W O CO cD cD CV 0) O O N CO cD c0 CV O O (Si 117 V ..1- CO c0 CV O 117 V CO CV Sheet No. c6 • 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 DocuSign Envelope ID: B924C3D7-3639-4ABB-88F0-F57F991A416E k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.25-C6.28 UTILITY PLAN AND PROFILES.dwg- Thursday, August 12, 2021 2:53:20 PM - PIATEK NUNEZ, ZENON ...-- I- /___ ,/�/// I /I I \ , \ I \ v.) , \ ''z \ \ �, I Ipe ��` �1 11 /�,�;,, ` \� /� ./tea - �, /� GREENWAY ENTRANCE PER r� A /� / ` j I `♦♦«��;_�� / l ♦ ' , I I �� l �f�0� (�1 I 12, 14 i 15 16 1 \ 18 DETAILHS341ONSHEETC8.1 - '� ��,�' 1 --- ��' �► Ir` ` ♦'♦1��, _ TYP �� _ - a�C �"��r:� i'L '' % / / root, ��-�� ` �/ •� / /I I I I \ I _:: ,� 1►r—� .� . •:� R i"��t� /a►�� / � ) �/� •/,0• "NV. tio \ 7 -90 0 . /WA° MS4V°1121"IMMANWEIM47114M- - .1..111111111X61111 • a' teems , .� (r, ;.a r ` tIE P � P- � / � �%� III\ II��1��11_��11 ___�� \ ±� `�G®/ 7� .11�\ _ ��\ \ \ �►��♦ -s t Lr III I_ iai I , lik.N 7././ 7 - , _r r, ,...--, .,, , ) /,..........„,..„..,„4„..... ,__--- 7 .. s / ��1�-�� \ i 7 �. / �V 161 /7 WiLhei Engineers 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.33, -Ii lEllefar _-/ 767�11��—l��i�11I M �1 J\ _ N $/6t7 / G , , ., ._. /// /„ ,, ., ~� \� \\ \ /- ETTENTINP•�ti L cI �i .`�� / 16 \ �. \\� \ // / // / - \ \ \ \ \\ \--24 V-__ I //��/ J I - _WET 1�`i o `175 \ `\ » ' `� I /?% „5 _ \ 93/\ \\ \� \ \ I F\\ \ \ \ 32 \ I\\ \ 3{ \\ _ �I--- I__38 30 - - -r/ _I-///'j/�//^ 2 / - / / // / / / 2 5) 7< I\-1 7 \ > I I I I \ 6 \ 1 \\-L\ \ - 2 -- __ I �� 25 1 \ \ /� / / �i% 10'AI \ ` ,- — — _ �� - 1� \ \ - - \ - TRAIL , 1� , �HAI�TMU °" WOE (NP� I / — -- / � l J/ / ) l l I \�//// /� / / I \ —�� /(I / / 1 1, I�,il \ ,� f1 1 �. I \ ! �� •... l , I I I \\ .� � \ \ � I I I \ \ 7 17� 7h �16 \ \ ` I \` 1/4 �.,� �� ,< +°` O \ 1§ •� \ �� a �� \ \ ,73 \ • ,�' j . \ ♦\� , �, sc:::_. _-____ �- __ \ \ , _ — - -� �\ - __--, -----_,\--,-, / / / / 4/ / / /�I _ I ) I > 1 ) - --- =ii' �� `J ��/ ,/,' -��= �� '/�. I30'Pk1BLCGRE EAS E --1 -- .0010" --1- — `/ 4T TY 0_„- - ,-- -- - - -----f_, I11 \\\\\\ / / ( Ir/ (�_ �. 'fr a //1/ ( f t l ) 1 I �, IJ{ �\ \ 17.2 �c;,� �♦, ., 16 \� - r• �� .., �� ,t�` \ \\ ♦ *11 ,V / \ e —��:�A�'�� 1 1 \ l � �� // \ 1 I I II�\ f \ \ \ \ �i' v `_ 168 �.•� 4 / , \ NEINE -� — �� :��—� MB —�AO ter— — — _ / -� y // / , v , I z �� 59 v •. _ �� ,. o v �`� v� ,,,, ,•.. \ � � I 1 - i �s� �� '• �;:�� "SI...� .,��i�� _ _ , i i�-t �� - -- _ 4 / 7, I I V A\� I V I ' 1 1 �` \ `�, �i 17 � . � " fir CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA �— - �� j • — n*ac� / G � i� ♦,1 ��,�. SEWER OUTFACE PART ON THE ��is� ��/� �'I _ - -I • — -- _ _8 / \ �11 s8 \ ., „° I > \ CAROLINA SPRINGS BLVD a■._ ��_ ��i�� ;iM�� a��—_ �� r,/M .�r� >�� -i _ - 1 r, _ 1 ,---A------*------. 30+0� _ _ - g ° _ i ` _ �� - — / _� -/ j / + �\ `� \ u 1 ,' \ ` ��• \ \ \ ` \ \ ��. // `: , , r� • •�� '� I \ \ �� ,. ,�, AND INFRASTRUCTURE CONSTRUCTION DRAWINGS ,tee �� ri�ow�sa N _ 5� � �■�� L \ / �� - 30'�OWfJO�H�L�Y&P'S UBL42HTIU�KEA _: �� •�r AgH 82 35 _ / g �� - _-ram-=� - `_ - r_ —� —� _ // / �� — \�-� ^ I \ \ / \ \ 1 \ �r > 1 L . .�,. \ ��r I �,� • \ \ \\ \ \\ / v� \ \ �; \ �� .1 1 \ \ \� \ a— III \ \ / -- �`!—�- --/--,` `♦ •: I� /� rf / �� p, \ \ \ \ � ��• -.Y. \\ g `_� ■I CNJ s, �� s $S v - _ V \ \ v v / v / / wn \ \ " 8 W � _ / / / \ - _ - - I J r / % . Q %ii'+�� / / TOP OF / r / \ BANK (TYPE Ilk ..2 1 \ f 1 — . J I - ..� V� A'.��• "!7�'�� / ;:00 \ \� —�� \ I` OTFAZL(��- /��\� \�-x-� `�. •^- i /� ��= ��\\ 1 I � �� ` l \ --_ \ \ _Z�l/ �\ =1�/ l % A 1 \ \ lam- / i % JSS ! 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( ✓� J/`�JJ �1 ( �f Jtfft �; tttf�,f _- ._k y;</t t .it ,<E �t k' UEt �. ! t f < t f {t,ft� I> f _ t�` t .� �F t f < t I)E Eff `/f' tt, f< E (f, fo,i < tt; )I4 t 1t\t�-J\i/�4 _� t Ef ,`7///J �l'�/ 1\t • ,�� 't �l O / / I� I \��/\II\(I\\�/ ( /-,/yJ /I\r f tE e \I%tt�t 4/4�J<�tt�I `f tl\�� f t f<t��4 \/t P^t �.�'\ _ / t l \�I\ I i�� \ \ \ �I 1 G�o \� 1� \ \\ t f \�. \\ ‘�\\://: \\ �/ /�'_\. `\1\�' � �/�\\\\�L I\I� 1l\`,SUOZS / \1 `\ \ I\1\ ` \\/ \ / \ I \ // GRAPHIC SCALE SO BOO 4\D \ t \ 1-- - 1 t < v if- �� ?lilb.� \ �� I I • I 1\ \ l O \ \ \ \ \ 6��l1 — ��i ��j \ — a-E E,t < J -�f (� !/t < St-t f•< Et tJ/ 'Z < . t fts /� f/k J -♦..��L\� t E t�t 4<t ` - �� ( 1 t -.� /- ,t t s . f .■ :/� \ 4O \ � �t �, t�tE` < a \� I �}, t/ i > �� E f1\: t f t 4 ttt �\� < �� t f / h%\\\ I ' 1 \ 1 \\\ \\ I j/�/ / \\\\ \\ 1\\ Y I 1I \ \ \\.'/ •� \ �V� - _ /i�40 1 \ \ �\ \\ II, i l 1 \ \ 1 \ \ \ �. _ I L 1 inch = 50 ft. 305 M o a Lo g a 305 294 253.1453.(MH(MH 3380)) r: 252.94 (MH 26+69.80 271.36 IN: 262.60(MH 81) I OUT: 262.40 (MH 9) IN: 263.30 (MH 82)1 OUT: 263.10 (MH 8i 37.80 (MH I 38.30 (MH 200 267.30 (MH 8, A 4+78.97 87.78 I: 269.30 (MH 86) I UT: 268.30 (MH 85) SCALE: I � JU- 34.48 ( 264.2 32+47.33- 275.21 IN: 266.20( OUT: 266.0 35+63.31 294.10 IN: 275.95( OUT: 275.7 1 " = 50' HORIZ. SS OUTFALL 1 PLAN AND PROFILE a, O N V fJ C 1"=5'VERT. ��l F300 �l �l mN�ZZ m��ZZ maneZZ �NwZZ maneZ • ZZ lA =,__ (VL W.. - �N�ZZ ■ ■■■■I PR. POS=D GRADE .I 295 295 aim 'n 290 / 290 ■ ■■■: 285 12" DIP • 285 WATER MAIN PROPOSED G-.� : EXISTING GRADE '-` 280FAIM, 280 ■ ■�-, � ::° \02190372.10WRiottilitiiii WR Designer .� ... \ , 275 f L -� / i _ 275 SEAL = 028892 • • • �DocuSig �6 � •e. •••N � F 270 IZ EXISTING GRADE• 270 1 _ �` '■■■■-- 100 YEAR FLOOD PLAIN - - $9.06\TF8PVC@O0 _ NM @ 0.77% �i142.72 LF 8" PVC _ _ _ ■ WEI ��■ - - �� 265 ■ 3' MIN- � - 304.34 LF 8" PVC @ 0.50% —�_ 64' 18" STEEL 265 Revisions — _ — — - �NCQSE�ITO�IS R It ° 0.56 /° - OENT I 1 173.60 LF 8" PVC @ F R STREAM CROSSIN ■ j j99.58 LF 8" PVC @ 0.50% ■— :::::::::::::::::::: - 3 PER TONS COMMENTS 2021.05.12 260 260 ' RRa°I0 4 PER TOHS COMMENTS 2021.06.09 ■ Sa6��4♦9`IG ' 255 255 NOTE: 1. MANHOLES LOCATED WITHIN FLOOD PLAIN AREAS ON OUTFALLS AND WITHIN ANY AREAS OF HIGH GROUNDWATER SHALL BE WATERPROOFED PER TOWN OF HOLLYSPRINGS STANDARDS AND SPECIFICATIONS. 250 250 2. ALL MANHOLES ARE 4' DIAMETER UNLESS OTHERWISE NOTES. sheet No. C6.25 V a0 CO CO aO CO V I_ CO O _cl CA CO M O co " N. O N. CD M M N. .-, l!') I� ti O I� I� O N 11'7 11') CO M N ociN V M d0 11') O V I. ici?_ ttJ V O ociM 00 W Cb M C°� CO 00 O, 3. SEWER 14' AND DEEPER SHALL HAVE SPECIAL BEDDING. 4. MAXIMUM CROSS SLOPE OF 6:1 FOR ALL OUTFACES. 24+60 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 DocuSign Envelope ID: B924C3D7-3639-4ABB-88F0-F57F991A416E k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.25-C6.28 UTILITY PLAN AND PROFILES.dwg- Thursday, August 12, 2021 2:55:04 PM - PIATEK NUNEZ, ZENON ~ S\ 1 / II I // / � '4 R� . 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MH II1l h \ 6 I \ I I °j\/_es` I I I I v o/ \ I I I / I �.%\V A iorcei �� /A,i. _ ►./ I�/ � 1 - a#14, il .- 1 \ ) ��L \ �'�- /� ' 1 1 1 I I \ \ ,� ,v ,1 CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA / , IrStiff C 4 • .-- ke ----" N II �w; �‘ ii.. f /r r I 234 / \� I �• € 4, \ S� %� v L 1'_� .....1. ''' i '� ` III I I l \ / 1 ^ -`� •� ` All ,�; 247 - '� ` \ \ \ I 1 ,II (\ M ■�80�Mir N\� •.� �191 235 �� i' \ \ 1 illigJNM ) I /, ��~ -�-1'VCRf?� ----J-.� / `\ \` �H5 ~ � M _ 'iI (� A \ Ewa I 1�+09 _- SS J ;: MH 86 , ,- I i►�� : �+��\ \ �)�''�---(`' \►- l/ / / i 12 55� I I I 1 1 \ \ f _ �5 = ' ��- 3�+�0\ \. \ \ _,--- �a �ti \ � I , 1 \ / , I 1 II �lF-im�� •• I I I 1 �� = = - — — - -�-- R / ,� . ffl��; \ �� -- �� y"� �� r/ .1 i I l • •�� 7��';aru ��r.� / 7 ,gi \ �1 J 1 A - - _ — - '� / • 1 ��'�' �r �4 ♦ . �� h 237 �• I i �� l 1891 257 li \ 1 IF ag if Nko, * I / / I V - - � _ - ■\\� 111 `•�� At i / /1/ 1 \\ t :� 1 �',, • L J'164 �. 1 ea r J o7 AL '' , ' \ pl. Ho ' A \ i___. Zinaz 38 �� \I *vtIA: I I I� L. • 238 l �- 4.20 Ilk 186 ?d0 ,W \ 186 240 `�• ' 1 / GRAPHIC SCALE /A4,,#°,0t, '.` \� r 50 0 25 50 100 1 inch = 50 ft. SCALE: SS OUTFALLS PLAND AND PROFILE 305 m o Q a,,; 305 1" = 50' HORIZ. 1" = 5' VERT. STA: 10+( RIM: 281.1 INV. IN: 21 PROPOSED GR 300 = 300 O M M = 0 ci M O LfJ LfJ ° co •Z •Z 0 295 295 c-. 330 �_ 330 =a> > 'r�.N; O I N �N�Z Z /21-• • O VN MN / �Cn �: N CA N� O O O O O�j CV p / �O MOM / CO CC; CO co (�.�MF , 290 290 Z o = Q 320 320 EXISTING GRADE 325 N co Z 325 ,,, 12" DIP WATER MAIN RIM: 308.93 —INV. OUT: 30 STA: 10+( RIM: 313.1 INV. IN: 31 INV. OUT: 285 285 315 m 315 36°RCP 320 ` PR PO ED RA Job No. 02190372.10 Drawn By WR Date 11/05/2020 Designer WR h EXISTING 3RADE / , ��. \,..• pF ESS/ON •• "9 '. = 2 SEAL 2 _ .. 0 2 8 8 9 2 • •; Doc uS gn 0 B NGINE "\ Rq M.o ��lAtulni" 8/12/2021 �t l�Vat,Vv� / 1 EXISTING GRADE 280 280 310►v►►uu,,, 1315310 35 \° �� 275 `) 275 305 305 .R 310 \ 310 $1 °I° C 11y P _ 8 9LF8"PVC@0.68% - 2992\LF Revisions 270 270 300 - 300 305 - 305 _ 1 PER TONS COMMENTS 2021.03.08 35.22 LF 8" PVC @1.00% 2 PER TONS COMMENTS 2021.04.14 12"DIP 3 PER TONS COMMENTS 2021.05.12 WATER MAIN 265 265 295 295 300 300 4 PER TORS COMMENTS 2021.06.09 1� rn N rn -1: N co co -1: -1: CO N m uO -1: a, N N uO N a, v N N N v Cr) u-, -.-. M u-, rn rn co co M co rn a, rn rn co o M co rn rn o M CO O ,- M CO O ,- M 10+00 - I 10+50 11+00 11+50 12+00 12+50 13+00 9+50 10+00 10+50 11+00 11+50 12+00 9+50 10+00 10+50 11+00 11+50 12+00 9+50 10+00 10+50 11+00 NOTE: 1. MANHOLES LOCATED WITHIN FLOOD PLAIN AREAS ON OUTFALLS AND WITHIN ANY AREAS OF HIGH GROUNDWATER SHALL BE WATERPROOFED PER TOWN OF HOLLYSPRINGS STANDARDS AND SPECIFICATIONS. 2. ALL MANHOLES ARE 4' DIAMETER UNLESS OTHERWISE NOTES. 3. SEWER 14' AND DEEPER SHALL HAVE SPECIAL BEDDING. Sheet No. C 6 26 K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\C6.25-C6.28 UTILITY PLAN AND PROFILES.dwg- Monday, August 23, 2021 11:38:40 AM - SCOTT, JOHN 15'X10' RECEIVING PIT , BORE AND JACK 65' OF 8" DIP WATER LINE WITH AN 20" STEEL imo WithersRavenel%. Engineers 1 Planners I Surveyors 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.3340 I license #: C-0832 I www.withersravenel.com THIS SECTION OF WATERMAIN TO BE CONSTRUCTED WITH CAROLINA SPRINGS BLVD AND INFRASTRUCTURE PLANS PROPOSED VARIABLE WIDTH UTILITY EASEMENT TEMPORARY ASSEMBLY BLOW co -OFF 12' EXISTING LANE WIDTH TEMPORARY CONSTRUCTION EASEMENT PROPOSED 12" PVC RECLAIMED - WATER LINE (TYP) 12' EXISTING LANE WIDTH - PROPOSED 12" DIP WATER LINE (TYP) o FHA + N SR 1154 -WOODS CREEK ROAD (TYP) -PUD BOUNDARY �� - `� = TEMPORARY - 60' EXISTING R/W 12' EXISTI� LANE WIDTH - J� ENCASEMENT PIPE CONSTRUCT EASEMENT J r J ON w <o (1)12' :" TEE (2)12" V 4 - ITHE (1) 8" V) �; r/ / '/ ..� A NTINUATION — -� (j — - _ �j (EXISTING 60' PUBLIC R/W DB 9264 PG 295) _ v / J / - - ` a 10' WL RIW 8.6' WL BC - _ _ ` - \ - _J iti -� �� r .,�1��/� _ - ,� SEE C6.28 FOR CO AA iIM AA101111...n.-11 - AMIIII-P_ AV!"..itaie."'"A '111111.11"mn.-11"r° All.lillm'---i'lle 1117-17=-------1.1-t -11-.11---A -in &11"..---"IlillikirriAgill -- Aisig.1.1.1111e1=7-400Assiff .________._._..---±- 6 gqApMm I----2-0'I ii--, +00 i‘- 2 +80 23 00 ' 4 00 17�=��ut��.W��1II1� 10 I..k 1�19+� �+ ��t` i . _ V&MNYll 11 ®ai �'1=�\ 6 GV/, M,ESWIM. M.=1W lt6 ftVia jirloa rm niv=:. il al 1.milpir. ii.:, ;,........-, 11.24.kr_mlammutwi...............................va........a..... , _ _ _ _ ....:: i - - - wgp,,g* 1,IlehlIMIINKIWWINI!Mh11167/mcw /' mot\ -�.M® -��-1: -�-1 -�V': _ t►� �i `—� �� ram, .. -�\_.. -"WA �.A`�v .•.\ram` � t��1�s�� I1�� V �� i' t._ ia' ®P -l�� TEMPORARY BLOW -OFF ; Q a� vq 5.55' FM BC ��' 0.72' RWL RIW� STREETSCAPE �� PROPOSED RIGHT OF WAY Q r �j Q Q - E�, 8" PVC FORCEMAIN TO TIE INTO MH 378 Q Q I ,g�s Q/ ASSEMBLY , ,1\ - <6.74' FM RAN Q 11.5' RWL - BC - Q30 - - AS PART OF A SEPARATE PROJECT Q \ 4. Y �I I • Q .1, . _ Q _ Q p1 �, '; I � , , , 4 \ 11, \ Q Q� �� \ Q \/� I Q�1 , Al 41 ��\ v A A A. -i�l �� '� �I P \ \ \ \ \ ROAD WIDENING AND STORM \ ` n c 1 1�\Q ,,_ T ,,, 1 \ /�� \ \ \ \ \ \ \ \ \ \ FHA1TYP) PUBLIC UTILITY \ \ \ \ \ \ \ \ L. \ „ /� ` \ �C . \ \ \ ROAD WIDENING AND STORM - \ \ \ \ \ \ I 1_ _ /_0 � . / \ n 30'X10' BORE PIT .' �" 1 \ t J, I n I ` E ;n �J / \ \ EASEMENT \ \ \ \ \ \ \ \ \ \ \ \ \ \ DRAINAGE IS PART OF A TEMPORARY CONSTRUCTION' 1 �� '' O ' \ DRAINAGE IS PART OF A \ \ \ \ \ \ \ \ \ \ \ : • / \ \ \ \ \ \ \ \ \ SEPARATE PROJECT BY RKA \ \ \ \ EASEMENT � FHA TYP (TYP) `� 1 /y / SEPARATE PROJECT BY RKA \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ N. \ \ \ \ \ c \� ,r III A CD \ \ \ ` , III �� • CLAIMED WATERMAIN T• BE \ \ \ \ \ \ \ \ \ � \ , CONSTRUCTED WITH THE \ \ \ \ \ \ \ - - - - - - - \ CAROLINA S RINGS BLV AND \ \ - - - - I \\ \ \ \ \ \ \ \ \ _ , \ \ \ \ \ \ \ .00 - I i G `� O O \ �' CD \ �`. } ": ,,. \ \ —.�� 11yti,� ,�, �_„ c-`j ., �� \ �;.•f �� \ G� \ \� \\ \ \ - - - - \ INFRASTRUCTURE PLAN / \ \ \ \ \ ,2--- \ - \ _ \ FOR EMAIL TO TI INTO MH�378 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - - - - - \ \ \ \ \ AS A EPAR�TE PR JECT F(�R E51 \ _� \ \ \ \ \ - -I-- MH 378 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ TOHS#17-9PSS\ ` \ \ \ �----_ \_\\_\� \ \\\\� \\\ ` \ \ \ \\ \ —, — -- \ \ \ \ \ \ \ \ \ - ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - \ \ — — \ \ \ \ \ \ \ \ \ \\ \ \ `� \ \ �\ \\ \\ \\\ ' \ ).. .1.10 \ \ \ \ \ \ \ \ \ \ \ \\ L \ 76 O \ --- '7 75 \� . 5 o), P V-0 .e., ' .. ��j� \` 50 GRAPHIC SCALE o zs so goo CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA , N \ \\\\\\\\\ \ \ �\ ":�� B'a0V1�OFFSO B�RE�IOVED \ \ \ �� - _ - . \ \ \ \ _ \ \ \ \ \ \ AND WATERLINES EXTENDED \ \ \ \ \ \ \ \ \ \ \ \ \ \ . \ \ \ . Q�ti . *;. ›✓ 1 inch = 50 ft. 335 335 SCALE: 1" = 50' HORIZ. 330 330 1"=5'VERT. ➢ d —T VERTICAL SIGHT d 3.5' SIGHT ELEV. 325 DISTANCE REQUIRED ( RT TURN) =507' d ' d .� ' 325 4 ' f ..----- ...: - 320 I - - ■ / / (1) 12 x6 T r ■ d - EXISTING GRADE ■■II HA (TYF) a • u�HiTtT.7,Ti13_ �� .— 1i � � //f. ;'�./ram // /', WOODS CREEK RD UTILITY PLAN AND PROFILE _ � i/ 315 ■ 3.5' SIGHT ELEV. N �lII lip _315 I _ 4.5' MIN //ice 1 PROPOSED GRADE `� - _ _ - ///�//�//� . . j - - _ •,.i///". _ (2) 12" GV XISTING GRADE / — ,► / /(//1/�//mod- : T /• �/�/�l i, 310 �� i 'i i:`: ''"''///////�///�� -• --,ii�////��// // 18" MIN. (12" DIP WATER) 310 i i � 4.5' MIN � � ////////� - 2' MIN. (12" C900 RECLAIM) ;;::::.,:• // 4.5' MIN //// // //�� WATERNAIN 13" DIP J 305 ' - ,// //////// // 12" C900 WATER PVC LINE REGLAIti 305 300 PROPOSED GRADE i 300 20 LEFT EXISTING GRADE-\ / 295 i 295 EXISTING GRADE - -- / 20' LEFT j '' Job No. 02190372.10 Drawn By WR 1.5' MIN NOTE: Date 11/05/2020 Designer WR PROPOSED GRADE / / BLOW -OFFS SHALL BE DIRECTED IN A NON -EROSIVE MANNER TO A STABILIZED GRASS 290 EXIST NG GRADE -_ i::: ;;�'�::� • AREA AT LEAST 50 FT. FROM A JURISDICTIONAL FEATURE OR DIRECTED INTO THE 290 U I I I � IIIII `N•` ,�%-kN CAR0 ,11e **** ' iv .00._ S. _ •• SEAL S _ = 028892 : ; A �.O,(� GINS 1 ,,�� RA Ni T .N\27 zon 50' RIGHT V /- • i��%>i:''ai� / / CLOSEST SANITARY SEWER MANHOLE. V V / // PROPOSE) GRAD' / 285 50' R GH• ' /// / 285 ' 4.5' ,1� MIN. �� / �� / l 280 4.5' MIN� I I 280 �� Revisions 1 PER TONS COMMENTS 2021.03.08 2" BLOW OFF ASSEMBLY � DIP 2 PER TORS COMMENTS 2021.04.14 WITH 12" GATE VALVE I I I _ W WA I ERMAIN 275 .''`:` = _ 12' C900 PVC RE CLA M 275 3 PER TOHS COMMENTS 2021.05.12 1.5' I WATER LINE MIN. 2" BLOW OFF ASSEM3LY 4 PER TOHS COMMENTS 2021.06.09 0 WITH 6" GATE VALVE PROPOSED FUTURE AS PART OF THE E51 =ORCE MAIN TO BE INSTALLED SCHOOL PROJECT 270 270 2651 265 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 Sheet No. C6.27 DocuSign Envelope ID: B924C3D7-3639-4ABB-88F0-F57F991A416E k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\C6.25-C6.28 UTILITY PLAN AND PROFILES.dwg- Thursday, August 12, 2021 2:56:13 PM - PIATEK NUNEZ, ZENON \ VA & -Xo. \ s\ `z.ko 9s 9jti ,�� \ \ %0 WiLhei%. Engineers 1 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.33, SEE C6.27 FOR CONTINUATION u>80' PROPOSED WATERLINE �, ��v.v�� v y400! ENDS HERE FOR THIS PHASE SR 1154 -WOODS CREEK ROAD `, ., (EXISTING 60 PUBLIC R /W DB. 9264 � PG. 295) W 0 � V�VA �' / AIR RELEASE VALVE + v J �� • ♦i � M w �- ,.moo �•�e ` - _ � ::. _fit-- — _ �• '_- (1) 2" BOA �s L� /iii= t ct CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA _-----5 �1 ��` MH A � �r� �� 208 1 V . 7�7= ��m, •1- �� ^ ♦ \� i !� '� , V �1 / �1T�_J .1 \ _ . 'ma v�y TI� !� � L_,,\ / \ irmairmanzzamt. � .. vAILLI — \ �� ARV 7/ a �s��_ ��.=.�. err \V C PUBLIC UTILITY �. �� ► �,. f \ ff �7 �7r= V V p \,• EASEMENT V 7 V ♦, . V V V l / (1)6"GVA V� -\ ,T 4 % \ fMRCEMAIN�6-TIE \ \ -Z r / od ' �/ g el, a' I r I�� ` / l �� ( ) ti — — ^ ./ AS A S PARATE (FUTURETPRO�1E - \ I ) % / / / — — / / \ 50 4j GRAPHIC SCALE 0 25 50 100 IIIIII� IIIIII� IIIIII� IIIIII� IIIIII� � 1 inch = 50 ft. 350 350 SCALE: WOODS CREEK RD UTILITY PLAN AND PROFILE CONT. 1 " = 50' HORIZ. 1"=5'VERT. 345 345 340 340 335 335 A VALVE R RELEASE FHA (TYP) PROPOSED GRADE PROPOSED GRADE AIR RELEASE DISTANCE VERTICAL (LT SIGHT TURN) 330 j--330 50' RIGHT LEFT i VALVE r _ REQUIRED =588' \ -20' EXISTING GRADE _ PROPOSED GRADE PROPOSED GRADE 4 ➢ ��'CJ ➢ _ 20' LEFT ®' RIGHT Job Noawn ByWRELEV. • 1111 �45325 Date 11/05/2020 Designer325 WR / / - ��' - / 3 5' SIGHT � — .-..::::::.: ..-....... .......................:......_- •ELEV. ....:...:::. ,.- ... ::::• {•:> :::: S:: :iv;. {•:::: 4.5' MIN L:•.v:{v:v:: r: rrr •::::: c^r: v::wi:::: is .::.,., ii. � ::•: }}:: :::::::::::::... ?: }:y::; ..,::::::::::•:::�::: _ik• :.; ... .. ..:•::::::::::»:.. -.; 1 ::•i:;:$::$:} :?:•i:•: ..,. ......... � � ` EX STING GRAD- - r NOTE: �►►►uuui `%%) v,'•, ..% - H CA RQ� �� l : •: _ - -- ; SEAL • = i : 028892 : ` ��, �; : :.' ``� oo��s 9'� Q.••FNG11\17 10- .• �� " i"eB �� • tIr i, ABM►►t`t8/12/2021 /•, _/ i:• '° — EXISTING GRADE """ "' '" 12" C900 PVC RECLAIM 4.5' MIN " ::::::::... 20' LEFT BLOW OFFS SHALL BE DIRECTED IN A NON EROSIVE MANNER TO A STABILIZED GRASS r. 50' RIGHT ' WATER LINE ` AREA AT LEAST 50 FT. FROM A JURISDICTIONAL FEATURE OR DIRECTED INTO THE i ■ !////////////�/�/�//////////////////////�' CLOSEST SANITARY SEWER MANHOLE. 4.5' MIN / /r�� /��// �i//////////////// 320 ''`% - - ■_M_W rA211 A ///////,- 4.5' MIN 4.5' MIN (1) 12"x6" TEE (2) 12" (//� , ///////// % /////,.■■■�im • ::: 12" ii - WATERMAN w _ ., /////////%_ A / \ (1) 6" GV � �� ' _I/�ii�• BENEATH TO BE • ♦�//////�jj/%///// // :• -, /71 /2, / DIP WHEN CROSSING // /////// /////////////////// ::.. •i .1, �A/4 - ■■ -■■■■-■ OVER WATER ' i= 315// "'' 315 (1) 12" x 8" TEE 2" BLOW OFF ASSE BLY rit irr (2) 12" GV 8' GV WITH 12" GATE V LVE i Revisions (1) 2" BLOW OFF ASS�MBLY 1 PER TONS COMMENTS 2021.03.08 WITH 12" GATE VALVE I 2 PER TORS COMMENTS 2021.04.14 310 310 3 PER TORS COMMENTS 2021.05.12 4 PER TORS COMMENTS 2021.06.09 305 305 300 300 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 Sheet No. C6.28 DocuSign Envelope ID: 31EF700B-AA60-436F-9028-CODF3C43D76F K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\C7.0 - C7.6 SCM.dwg- Tuesday, June 8, 2021 2:45:51 PM - KNIGHT, KATHERINE / imo WithersRavenel%. Engineers 1 Planners I Surveyors 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.3340 I license #: C-0832 I www.withersravenel.com J \ \ \ \ \ - / 2g� LEGEND STORMWATER WETLAND STORMWATER CONTROL MEASURE (SCM) NOTES: 15. ONCE THE PROJECT SITE HAS BEEN STABILIZED, CONTRACTOR SHALL OBTAIN THE CLAY LINER SHALL BE PLACED UNDER THE BOTTOM OF THE SCM PERMANENT �'\ \ \\• / APPROVAL BY EROSION CONTROL INSPECTOR IN ORDER TO REMOVE TEMPORARY POOL TO A MINIMUM THICKNESS OF 8 INCHES. A MINIMUM OF 4 INCHES OF TOPSOIL \ \ \ v \ \ GQ : • / \ \ \ \ �` \ \ \ y ' / ��♦ .�- •• � / � ��, `� i 1. ANY DISCREPANCIES IN THE PLANS, DISCOVERED PRIOR TO OR DURING 6. SUBGRADE FOR THE RISER STRUCTURE AND OUTLET PIPE SHALL BE APPROVED BY SHALLOW LAND EROSION CONTROL DEVICES. SHALL BE PLACED ABOVE THE CLAY LINER TO THE FINISHED GRADE AS SHOWN ON CONSTRUCTION, SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT.IF THE GEOTECHNICAL 266.50-267.75 DETAILS.LINCAA RE SHALLTOPSOIL THE INGS AND/ORTHE LOBE TAKEN LACINGMIXTURE �� '7 / / / \ \ \ \ �/ \ / i• DESIGN ENGINEER FOR RESOLUTION. ENGINEER REQUIRES ADDITIONAL SUBGRADE PREPARATION, THE ADDITIONAL • ONCE ALL SEDIMENT AND EROSION CONTROL DEVICES HAVE BEEN REMOVED, SO AS TO DAMAGETHE 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, COST SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. THE SCM SHALL BE CONVERTED TO A PERMANENT SCM. CLAY ORGANICS, MAYBE i / SS - - - \ \ 1 \ ""-5-, I.l-/SHALLOW USED IF THE ABOVE SPECIFICATIONS ARE SATISFIED AND WITH WRITTEN APPROVAL WATERSTATE (i.e, MINIMUM DESIGN CRITERIA), AND LOCAL STANDARDS AND7. THE OUTLET PIPE SHALL BE BEDDED IN CONCRETE FOR 2l3 OF THE PIPE LENGTH,• ALL SEDIMENT SHALL BE REMOVED AND DISPOSED OF PROPERLY.BY THE GEOTECHNICAL ENGINEER. // // -...,, , , \ \ \ \;"• / 7j //265.00-266.50SPECIFICATIONS, WHICH ARE HEREBY INCORPORATED BY REFERENCE.BEGINNING AT THE RISER, AND IN #78 STONE FOR 1/3 OF PIPE LENGTH TO THE• FOREBAY AND VEGETATED SHELF SHALL BE CONSTRUCTED AS SHOWN ON THE �� SEE DETAILS ON SHEET C7.6 PRECAST CONCRETE MATERIALS NOTES: \o \ . /OUTLET. \ \ \a\ xo " ,•qv// / CONTRACTOR SHALL OBTAIN A COPY OF THE SITE GEOTECHNICAL REPORT. THE PLAN. NNN, /; \\ \\\ cti15 �XO v/ 01 g // I /3. /// 1. ALL PRECAST CONCRETE STRUCTURES SHALL CONFORM TO ASTM C913 FOREBAY REPORT AND ITS RECOMMENDATION SHALL BE PART OF THE STANDARDS AND 8. EMBANKMENT AND SIDE SLOPES OF THE BASIN SHALL BE STABILIZED PER SEEDING• VEGETATED SHELF SHALL BE PLANTED PER PLANT SCHEDULE ON LANDSCAPE SPECIFICATIONS FOR CONSTRUCTION OF THE SCM. UPON COMPLETION OF SCHEDULE ON EROSION CONTROL DETAILS SHEET OR SODDED. SEE LANDSCAPE (RECTANGULAR) OR C478 (ROUND). \ \ \ \ \ ',: ` (j / 262.00-265.00 _ PLAN (SEE SHEET L1.8). \ / J 1 CONSTRUCTION, CERTIFICATION OF SCM BY THE GEOTECHNICAL ENGINEER WILL PLAN ON SHEET L1.8 FOR FURTHER PLANTING DETAILS. 2. ALL REINFORCED CONCRETE PIPE SHALL CONFORM TO ASTM C76, CLASS III e - N \ / / / BE REQUIRED PRIOR TO FINAL SCM ACCEPTANCE. 9. IF THE SCM IS TO BE USED AS AN EROSION CONTROL MEASURE, THE FOREBAY 16. FINAL CERTIFICATION OF THE SCM BY A PROFESSIONAL ENGINEER IS REQUIRED. (UNLESS OTHERWISE NOTED), \ \ \ \ \ - / / -N ` / / - , �, DEEP POOL 4. THE GEOTECHNICAL ENGINEER SHALL EVALUATE SOILS FOR SUITABILITY OF DAM BERM(S) SHALL NOT BE INSTALLED DURING THE INITIAL CONSTRUCTION OR WHILE CLAY LINER SPECIFICATIONS: 2.1. 0-RING JOINTS (RGRCP) SHALL CONFORM TO ASTM C443 & ASTM C361. \ \ \ - N / 262.00 265.00 \ \ \ \ 1 N CONSTRUCTION AND SLOPE STABILITY. THE SCM IS USED AS AN EROSION CONTROL MEASURE. THE CONTRACTOR SHALL INSTALL A CLAY LINER TO MAINTAIN A PERMANENT POOL AT /\, \ \ \ '`,.' �/ 6 \ .. �; 11A %B�/ �% / I {y; o \ , / / ( -215- G . ; _/ I r V. r IL \ ( I I yy I 'I I 1 ` \ I I ( ! \ I �\ _ 5. THE FOLLOWING IS TYPICAL OF THE STANDARDS FOR PLACEMENT OF 10. THE FOREBAY BERM(S) SHALL BE CONSTRUCTED WITH THE SAME REQUIREMENTS, THE DESIGN ELEVATION. IF THE SITE GEOTECHNICAL ENGINEER DETERMINES THAT 2.2. NON 0-RING JOINTS (RCP) SHALL CONFORM TO ASTM C990 1 \ EMBANKMENT FILL USED IN SCMS. THE GEOTECHNICAL ENGINEER'S AND USING THE SAME METHODS AS THE DAM (SEE NOTE 5). THE EXISTING SITE CONDITIONS (SOIL PROPERTIES, EXISTING WATER TABLE, ETC.) RECOMMENDATIONS MAY SUPERCEDE THESE TYPICAL REQUIREMENTS.: INDICATE THAT NORMAL POOL CAN BE MAINTAINED WITHOUT A CLAY LINER, THE ADDITIONAL REQUIREMENTS % \ ep \ VQ C . y J ■ l �� _ - ' / Q I / ■ - _ _ - t �� ` ` j ( 11. UNLESS OTHERWISE NOTED, ALL PERMANENT STRUCTURES (e.g. RISER/BARREL, GEOTECHNICAL ENGINEER WILL PROVIDE NOTICE IN WRITING TO THE PROJECT \ \ •• BORROW MATERIALS FOR USE AS EMBANKMENT FILL SHALL BE FREE OF WEIR WALLS, ETC.) ARE TO BE INSTALLED WITH THE INITIAL DAM CONSTRUCTION. 1. SCMS MUST BE LOCATED WITHIN COMMON OPEN SPACE, AND WITHIN AN ACCESS ENGINEER THAT THE CLAY LINER IS NOT REQUIRED. IF THE CLAY LINER IS NOT AND MAINTENANCE EASEMENT. ,.� 10 r . , a , . `�G �� - �/ 4 / \ c\ I/ \ \ 1 I I r ORGANICS, ROOTS AND OTHER WOODY VEGETATION OR ORGANIC DEBRIS. 12. FOR SITE BUILT FEATURES (e.g. WEIR WALLS, DROP STRUCTURES, BRIDGES, ETC.), INSTALLED, THE OWNER SHALL RECEIVE A CREDIT FOR THE DELETION OF THE LINER. l �' ��x�0 \� Q ♦ n: / 8, r ) 1 = '�, / \ r 270 F / 1 ( \ l� I 1 I MATERIALS SHALL CONSIST OF SOILS WHICH CLASSIFY AS SC, SM, CL, CL-CH THE CONTRACTOR SHALL PROVIDE STRUCTURAL DRAWINGS TO THE DESIGN 2. AN OPERATIONS AND MAINTENANCE MANUAL AND MAINTENANCE AGREEMENT I AND ML IN ACCORDANCE WITH THE UNIFIED CLASSIFICATION SYSTEM OR AS SHALL BE PREPARED AND PROVIDED TO THE OWNER. ADDITIONAL REQUIREMENTS ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. / \ .�� .pc,, ' �� /'"� ��►� /• ��... _.T \ I \ , APPROVED BY THE GEOTECHNICAL ENGINEER WITH A MAXIMUM PARTICLE SIZE (e.g. RECORDATION OF EASEMENTS, AGREEMENTS, ETC.) MAY APPLY. j I OF 3 INCHES OR LESS IN MEAN DIAMETER. 13. PRIOR TO FINAL GRADING OF THE SCM, THE CONTRACTOR SHALL PROVIDE FOLLOWING SPECIFICATIONS: I / Q� =� ' �- W l I SCM MAINTENANCE a I SUFFICIENT AS -BUILT SURVEY INFORMATION TO CONFIRM THAT THE FINISHED SCM UNIFIED SOIL CLASSIFICATION SYSTEM DESIGNATION OF CL, CH, ML, OR SC I ( p '�I// i �� / ✓ O / I l/P • � �'�" Z jf y`:�' '� � ,,; � rn� , .• 00 1 ti � °:x 90I „. � � / f° , ®� �� ♦ r• v4, B \ / \ - \ \ 12, PROPOSED 100 n .��, YEAR FLOODLINE \ ( \ / I \ % Oo / /�� • \• ,% 0• Y / /-. / ' - l.: _ - �=' - �� ,• ��4_ _ - _ - _ j - \ ' - .. W t • W W W W W "SHALLOW ,c - .• \ - W .• .• .• \• `" `` c W • W • • O \7. Sr., \ - j' ��V\ _ 7. - - ,/ �OIJ1 - -----• // �1I _ - _ - _ / _ - _ - - .1� - - - •�� _ _ . _ _ . _ , • _ , • _ , • _ - _ - _ - •- • • r _ _ -• .. - - - - - - _ - _ W W W •W W _ •_ LAND ` ` / _ - - W . . SHALLOW 7.• _WATER _ - • • - •' =� - = W - - - - - - - - - III♦�♦�i•y/ 1 1 7. 7 ' • 7 ' • 7 ' • %� �� =� �. •1` !�j ♦♦♦♦♦♦��p`�O I / \ 6' TRAIL \ • ` _ _ _ .. _ • W - • • - • . •.•, .. = . ♦,•.'" 4•�\• - - ��♦♦�� - / -• ♦,♦♦♦�; �. f - •- • • 41,;,. ♦ 4. • ' ' - ' ' - ' ' •O♦♦00 • - _ - _ ��♦♦♦♦♦,�� • _ _ • • �♦♦♦ 1►I _ _ 7.- �. ♦�♦�j��) = = ♦♦ �� .. �,' ' ,�♦,41 1...% * * * "• / i/// AND ACCESS ) �l I EASEMENT I / \ J r /' / - I 1 \ / . J / ( / / - ( 1 / / r / / �"' / / I / / 2 /� / // / / y / / / `�' / // I I I / / 1 ' I I co J I ) 1 / / /j II Y ' / 1 / / / 5 / / / /� / f / , / / / / / v / / ( J �� ( i J /7) ( (( \ l k \ \ I \ / I v \ �� • FILL SHALL BE PLACED IN 8 INCH (MAXIMUM) LOOSE LIFTS UNDER THE • WILL MEET THE SPECIFIC DIMENSIONAL REQUIREMENTS APPLICABLE TO THE SCM. SUPERVISION OF THE GEOTECHNICAL ENGINEER OR THEIR REPRESENTATIVE. THOSE REQUIREMENTS INCLUDE: • MINIMUM OF 40% PASSING #200 SIEVE FILL SHALL BE BROUGHT UP BY BENCHING INTO THE EXISTING SLOPE. THE • MINIMUM PLASTICITY INDEX OF 12 • FOREBAY & DEEP POOL BOTTOM ELEVATION = 262.0 FT MAXIMUM HEIGHT OF 2 FEET SHALL BE USED FOR EACH BENCH LIFT TAKING MAXIMUM PERMEABILITY OF 1 X 10"5 cm/sec CARE TO REMOVE ROOT STRUCTURES AS THE FILL PROCEEDS. SURFACE OF • DRAWDOWN OVERFLOW ELEVATION (NORMAL POOL) = 266.50 FT • EACH LIFT SHALL BE SCARIFIED PRIOR TO PLACEMENT OF THE NEXT LIFT IN• A MINIMUM OF 2 TESTS OF EACH ABOVE PARAMETER SHALL BE PROVIDED • MINIMUM SURFACE AREA AT NORMAL POOL ELEVATION (266.5) = 12,906 SF ORDER TO EFFECTIVELY TIE THE FILL LIFTS TOGETHER. FROM AN APPROVED LABORATORY ON THE LINER MATERIAL AND PRESENTED • ALL COMPACTION SHALL BE TESTED BY THE SAND CONE METHOD ASTM D-1566 • WEIR CREST ELEVATION= 267.75 FT ( ) TO THE ENGINEER FOR APPROVAL PRIOR TO PLACEMENT OF THE MATERIAL. OR •NUCLEAR METHOD (ASTM D-6938) AT A RATE OF AT LEAST ONE TEST PER • RISER CREST ELEVATION= 269.00 FT • COMPACTION TO A MINIMUM OF 95% OF THE MAXIMUM STANDARD PROCTOR 5,000 SQUARE FEET PER ONE FOOT OF COMPACTED FILL THICKNESS IN . a MINIMUM SURFACE AREA AT WATER QUALITY ELEVATION (267.75) = 19,700 SF DENSITY (ASTM D-698), AND WITHIN 3 /o OF THE OPTIMUM MOISTURE CONTENT GENERAL AREA FILLS AND ONE TEST PER 50 LINEAL FEET PER LIFT ALONG THE (MINIMUM OF 1 COMPACTION DENSITY TEST PER 2500 SQ. FT.). o • AVERAGE TOP OF EMBANKMENT (+/- 0.1 FT) = 272.0 FT BARREL. THE MINIMUM COMPACTION SHOULD BE A MINIMUM OF 95/a OF THE • • AN IN PLACE MAXIMUM INFILTRATION RATE OF 0.01 INCHES PER HOUR. MAXIMUM STANDARD PROCTOR DENSITY (ASTM D-698) AT MOISTURE CONTENTS 14. ELEVATIONS SHOULD BE WITHIN 0.1 FEET OF THE ABOVE ELEVATIONS FOR VARYING FROM 2 PERCENT BELOW TO 3 PERCENT ABOVE OPTIMUM MOISTURE EARTHWORK, AND 0.05 FEET FOR OUTLET STRUCTURE. ALL SURFACE AREAS ARE • RECOMMENDATIONS OF THE SITE GEOTECHNICAL ENGINEER MAY SUPERCEDE CONTENT TO WITHIN 3 FEET OF THE FINAL GRADE. THE MINIMUMS AREAS. REQUEST FORA REDUCTIONS IN THE MINIMUM VALUES WILL THE ABOVE SPECIFICATIONS. BE CONSIDERED ON A CASE BY CASE BASIS. CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA \ / / EXISTING 100 \ R FLOODLINE \ j��j� P ♦♦♦♦♦�� .. Q ♦♦? J 4�j� ' • t �h / / // / < / ` \ - / / % / HANDWHEEL TO EXTEND 12" TRASH RACK (TYPICAL) SEE DETAIL ON SHEET C7.6 ( ) / I O. \ !�1��►'OOL ♦♦♦'�`43o►1� 1�`w♦♦��♦♦��I�` xi / J ( PLACE STEM SUPPORTS (MIN) ABOVE TRASH RACK = \ \ \ \��♦��i��i, \ �� • ♦ A / \ / / 100 YR FUTURE /// /� PER MANUFACTURER'S RECOMMENDATION MANHOLE STEPS V �\ \��..a!�% I \ \ '� ' `•' 1 FLOOD LINE PER / / sD // / / 5 / /f / CLOMR #21-04-0978R J DRAWDOWN PIPE UPTURNED 12"(SEE 16" O.C. VERT. NCDOT 840.66) ' '' "+,.,.. \\ \ �,• I / /r r // 100 YR FLOOD ` ` WATER QUALITY ELEVATION = 267.75 RISER CREST ELEVATION 269.0 TO ESTABLISH NORMAL POOL (SECURED TO RISER WALL) 3000 PSI REINFORCED CONCRETE \ ` \ \ / LINE PER CLOMR / COLLAR WITH 2-LAYERS #4 REBAR \ / / I G #21-04-0978R (/ o = f V AROUND PIPE (SEE SCM DETAIL S \ VQ .. z _ / / I I / / ¢ / r /\\ � / SHEET C7.6) � L u, / � 12 I i/ 100 YR FUTURE o 12 6"W x 15"H WEIR CREST ELEVATION 267.75 \ `\ \ ,� � � ' 1 _�) w J / `��' 1 / ¢ /\ j\ ` ?ss� \, \ FLOOD LINE PER ¢ o / / J 2 / EFFECTIVE FEMA `" - � ( ) - . NORMAL POOL ELEVATION 266.50 \/\ P P \ 1 \� % / ,e ( ( 100 YR FLOOD - / 1 \ • \ \ � - \ /1 • // � � LINE PER � "' _ � � �I�� // „ 2.0 P1 ORIFICE , i ! \ \ � \ f l 4" EFFECTIVE FEMA 0 a a �_ = •; >��` \ t �. , . \ i% Aso ‘\ � 1 / � I w = ° � � � � = � � � j / / / P 1". \ \ \ - - L15',W-7.5' / 1 __ a o /7 \ wai_ OwI o �/1 ��_� - � \ \\\ \ \ �x \ 18" DEEP CLAS'• "B" (d50 - ( 6") / o _ �� , TOP SOIL LAYER = 4' MIN w ( ¢ Q _-- � ��_ =� �� 1 /\ /\/ 4 PVC CLEANOUT 30" '0 RING' o. • • :' A � v • / l� I I • o - CLAY LINER = 8"MIN A 2"f = GASKETED •" �P:to003 •`: \ I /� \ I ( ) SPECIFICATIONS) My' \ \ ►� . ,/ (SEE \�\ 4" DIP BOTTOM DRAIN (TEMPORARY 1 �i .'.'.' GRAPHIC SCALE /\/�\/� SKIMMER ATTACHMENT FOR I CLASS III RCP / 40 0 20 40 80 __� \�� EROSION CONTROL) v- INVERT OUT = 263.00 :::_ _ __ •l SCM 6 PLAN SCM 6 PLAN & DETAILS 1inch =40ft. \/\\///\\/\\/\\/\\/\\/ 4" NRS GATE VALVE FLANGED, CAST IRON BODY . -Z := � I,12"MIN:•.:;:.:;::: So.GROUT;;;;;;;;; ••:•:::::::::::::;::::::::::.:;.'.�.. :. y •. �' ,n• �. :,• CONCRETE PIPE CRADLE DETAILS ON SHEET C7.6) , . . 4 (SEE v O✓ ' STORMWATER WETLAND GRADING DETAIL =•-• � •-. - _o= ti?� , NOT TO SCALE �p ,vim PIPE INSTALLATION MUST PROVIDE A PIPE JOINT WITHIN 4' OF ANCHOR W/ DOWELS #4 REBAR X 12" @ 2' o.c. +/- RISER WALL FOR ARTICULATION AT RISER (SEE ANCHOR DETAIL ON SHEET C7.6) BALLAST CONCRETE CONSTRUCTION JOINT AT PIPE JOINT COMPACTED STONE OR PREPARED SUBGRADE 1.0 CUBIC YARDS REQUIRED AS RECOMMENDED BY GEOTECHNICAL ENGINEER RISER AND BALLAST CONCRETE HAVE BEEN SIZED BASED ON 275 BUOYANCY CALCULATIONS. ADJUSTMENTS TO CONCRETE DIMENSIONS SC M 6 ARE NOT PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. ANY 275 DIMENSIONAL CHANGES TO BALLAST CONCRETE BASE AND RISER MUST BE REQUESTED IN MPANIED BY BUOYANCY IA NG BE OTH BALLAST CONCRETE RISER DRAWDOWN DEVICE DETAIL CALCULATIONS SIGNED D SEAAND LIED BY A NORUST CAROLINA 4" NRS GATE VALVE FLANGED, CAST IRON BODY %" = 1'-0" REGISTERED PROFESSIONAL ENGINEER, WITH STEM EXTENSION AND MANHOLE STEPS @16" O.C. VERT. 3000 PSI REINFORCED CONCRETE HANDWHEEL (SEE NCDOT 840.66) COLLAR WITH 2-LAYERS #4 REBAR 10' MIN TOP OF ELEV. 272 DAM a` AROUND PIPE (SEE SCM DETAIL SHEET C7.6) 6' WIDE TRAIL ON TOP OF DAM PROPOSED GRADE 4" DIP SPOOL ®® OPEN END 4" PVC (PE x FLANGED) AT NORMAL POOL 100 YR PEAK WSE = 270.33 2.0" 0 ORIFICE < a 4" PVC 270 270 DRILLED IN 4" CAP 1U�11 CLEANOUT lob No. 02190372.10 Drawn By WR 4 PVC TEE Date 11/05/2020 Designer WR :-:::.a ..:::::............... EXISTING GRADE 4" SCHEDULE 80 PVC SPOOL .. $ Q a °pp000oo000°°00 o°t .., N CA Ro°°°° O °o°°°°°°°° 0 7° o moo ooFFSS/p° oo�° o % SEAL o e % 8 042669 j °° °OO2 °o°° o b°f°1C 000 ^c000 °0000p4°00000�ou°`°J°°°°° J' S � � 6/8/2021 (TYPICAL) \ SCM 6 NORTHEAST SOUTHEAST NORTHWEST SOUTHWEST \ \ RISER DRAWDOWN DEVICE PLAN MANHOLE STEPS NORMAL POOL = 266.5 �„ = 1-0 . RISER CREST ! 1'-g" PEN • --DocuSigned \ 4' _ _ 6.. 265 , - - - - - 265 --= (TYPICAL) 55.4 !` NORMAL POOL U OPEN @ NORMAL POOL ELEV. 6"(MIN) :: 0 9 Revisions 1 PER TOHS COMMENTS 2021.03.08 9\ CONTRACTOR TO 30" RCP EXCAVATE TO PROVIDE (TYPICAL):: :: 0 DEEP POOL @ 0.90% _ POSITIVE DRAINAGE 112" _ _ -' 2 • 4" PVC ORIFICE PIPE INVERT f�r, � co 7 ,x �_1�(MIN) p q �� RIPRAPDISSIPATOR - PROFILE VIEW 3 :::::::::::::::::::: Q •°' ' GRAPHIC SCALE N I j 4 PER TORS COMMENTS 2021.06.09 • e'°•• • • a' •-•-' !r 1�11�1_� 1" - - 20 HORZ. 4" BOTTOM DRAIN INVERT r \ , • a d a � • a ft 1=1 VV-IIIP 1" - 2' VERT. 30" OUTLET INVERT: 263.00 io \ i pipe"' CONCRETE CRADLE . ,. _::::.GROUT:::.::.:. GROUT ::::::::: ..... ::::::::::: ....GROUT.............'*::- ...... SEE DETAIL SHEET C7.6 - < :oc�:i .:::.I.::::. :::::::::.:....:::.:::.::.:::.... :::::...."..:�:.::�:.:::.::::.:::::..• .. ...:::::::::::::::::i:i ....,. :::::.::.:::.:::.::::::::.:::. ....., FILTER DIAPHRAGM - - • #78 WASHED 4IV 0 20 40 260 SEE DETAIL SHEET C7.6 STONE BEDDING 260 1 e Z 4" DIP DRAIN -0+50 0+00 0+50 1+00 1+50 10 SCM #6 RISER INSIDE WALL ELEVATIONS Sheet No. C7.0 SCM 6 PROFILE ,,,=1,_0„ DocuSign Envelope ID: 31EF700B-AA60-436F-9028-CODF3C43D76F K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\C7.0 - C7.6 SCM.dwg- Tuesday, June 8, 2021 2:47:48 PM - KNIGHT, KATHERINE imo WithersRavenel%. Engineers 1 Planners I Surveyors 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.3340 I license #: C-0832 I www.withersravenel.com ---�-�`� -> -' ` - _ ` '• STORMWATER WETLAND STORMWATER CONTROL MEASURE (SCM) NOTES: 15. ONCE THE PROJECT SITE HAS BEEN STABILIZED, CONTRACTOR SHALL OBTAIN THE CLAY LINER SHALL BE PLACED UNDER THE BOTTOM OF THE SCM PERMANENT , PP LEGEND �- ' ' �'' 1 1 28p� \ \ r f _� ^ APPROVAL BY EROSION CONTROL INSPECTOR IN ORDER TO REMOVE TEMPORARY POOL TO A MINIMUM THICKNESS OF 8 INCHES. A MINIMUM OF 4 INCHES OF TOPSOIL a .�'c \ �0. ( N., 0,1\ \ r / 1. ANY DISCREPANCIES IN THE PLANS, DISCOVERED PRIOR TO OR DURING 6. SUBGRADE FOR THE RISER STRUCTURE AND OUTLET PIPE SHALL BE APPROVED BY o \ N \ \ r ' I r` `� 1 \ \ N I \ \ \ \ p `� \ v 1 \ v v v SHALLOW LAND EROSION CONTROL DEVICES. SHALL BE PLACED ABOVE THE CLAY LINER TO THE FINISHED GRADE AS SHOWN ON CONSTRUCTION, SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT.IF THE GEOTECHNICAL THE DRAWINGS AND/OR DETAILS. CARE SHALL BE TAKEN WHEN PLACING THE TOPSOIL -. \ \ I \ ( • • - - \ J 283.50-284.75 DESIGN ENGINEER FOR RESOLUTION. ENGINEER REQUIRES ADDITIONAL SUBGRADE PREPARATION, THE ADDITIONAL • ONCE ALL SEDIMENT AND EROSION CONTROL DEVICES HAVE BEEN REMOVED, 0 \ \� \ �� \ r \ N \ I \ / / / / ( �� !� ~� 4-----) COST SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. THE SCM SHALL BE CONVERTED TO A PERMANENT SCM. SO AS TO DAMAGE THE CLAY LINER. A CLAY/SOIL, NO ORGANICS, MIXTURE MAY BE ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, . 1 pi ? \ \ \2. USED IF THE ABOVE SPECIFICATIONS ARE SATISFIED AND WITH WRITTEN APPROVAL , t' , 4, 8ss \ \ /� $� - 77' -(_. \ \ ^�" �� \ \ \ l \ 2�s \� �� - - - - SHALLOW WATER STATE (i.e, MINIMUM DESIGN CRITERIA), AND LOCAL STANDARDS AND 7. THE OUTLET PIPE SHALL BE BEDDED IN CONCRETE FOR 2/3 OF THE PIPE LENGTH, • ALL SEDIMENT SHALL BE REMOVED AND DISPOSED OF PROPERLY. BY THE GEOTECHNICAL ENGINEER. SPECIFICATIONS, WHICH ARE HEREBY INCORPORATED BY REFERENCE. BEGINNING AT THE RISER, AND IN #78 STONE FOR 1/3 OF PIPE LENGTH TO THE 2! ��'' J \ - \ 282.00-283.50 \ / • FOREBAY AND VEGETATED SHELF SHALL BE CONSTRUCTED AS SHOWN ON THE �� PRECAST CONCRETE MATERIALS NOTES: \ •\ - - /� \ 4 OUTLET. SEE DETAILS ON SHEET C7.6. °• q ..'' �/ ` _ - , \ \ \ / l _ ��_� -- N \ 3. CONTRACTOR SHALL OBTAIN A COPY OF THE SITE GEOTECHNICAL REPORT. THE PLAN. - Ss `- ti 1. ALL PRECAST CONCRETE STRUCTURES SHALL CONFORM TO ASTM C913 A 3 . •= ;w:: ; i - 7= `- _ !/ . `V _ \ / (� �. �� 1 \ \ 17- ( / \ REPORT AND ITS RECOMMENDATION SHALL BE PART OF THE STANDARDS AND 8. EMBANKMENT AND SIDE SLOPES OF THE BASIN SHALL BE STABILIZED PER SEEDING FOREBAY • VEGETATED SHELF SHALL BE PLANTED PER PLANT SCHEDULE ON LANDSCAPE :1 •., i 1 _, 36 RCP_®1�; - 5 �/ ( �� \ _ _ /1 ( �+ \ ASS-. 1 / �j SPECIFICATIONS FOR CONSTRUCTION OF THE SCM. UPON COMPLETION OF SCHEDULE ON EROSION CONTROL DETAILS SHEET OR SODDED. SEE LANDSCAPE (RECTANGULAR) OR C478 (ROUND). 280.00-282.00 PLAN (SEE SHEET L1.8). u'1 ( / ( L / ( % II !�! I �I \ L / 1 N \� --N, \ / k / `p Y\ ��- \ \� s ►� CONSTRUCTION, CERTIFICATION OF SCM BY THE GEOTECHNICAL ENGINEER WILL PLAN ON SHEETS L1.8 FOR FURTHER PLANTING DETAILS. 2. ALL REINFORCED CONCRETE PIPE SHALL CONFORM TO ASTM C76, CLASS III BE REQUIRED PRIOR TO FINAL SCM ACCEPTANCE. 16. FINAL CERTIFICATION OF THE SCM BY A PROFESSIONAL ENGINEER IS REQUIRED. UNLESS OTHERWISE NOTED), / `/ 9. IF THE SCM IS TO BE USED AS AN EROSION CONTROL MEASURE, THE FOREBAY ( / l f y \ , 1 H 4 ♦ 280 \ \ DEEP POOL CLAY LINER SPECIFICATIONS: 4. THE GEOTECHNICAL ENGINEER SHALL EVALUATE SOILS FOR SUITABILITY OF DAM BERM(S) SHALL NOT BE INSTALLED DURING THE INITIAL CONSTRUCTION OR WHILE 2.1. 0-RING JOINTS (RGRCP) SHALL CONFORM TO ASTM C443 & ASTM C361. J ( _ _�w� \ �� 1 1 (/�Iii \�� 280.00 282.00 ' I ( s%P \ I CONSTRUCTION AND SLOPE STABILITY. THE SCM IS USED AS AN EROSION CONTROL MEASURE. THE CONTRACTOR SHALL INSTALL A CLAY LINER TO MAINTAIN A PERMANENT POOL AT 2.2. NON 0-RING JOINTS SHALL CONFORM TO ASTM C990 ! • c'O \ \ \ \ -�� • (RCP) ( / ( N I -1 \ �• _ • I t�'♦ �Nl � / 285 \ , c,, \ , I1 II L \ sI I I '/l ( 100 YR FUTURE / j I / 5. THE FOLLOWING IS TYPICAL OF THE STANDARDS FOR PLACEMENT OF 10. THE FOREBAY BERM(S) SHALL BE CONSTRUCTED WITH THE SAME REQUIREMENTS, THE DESIGN ELEVATION. IF THE SITE GEOTECHNICAL ENGINEER DETERMINES THAT �1 FLOOD LINE PER �� ` EMBANKMENT FILL USED IN SCMS. THE GEOTECHNICAL ENGINEER'S AND USING THE SAME METHODS AS THE DAM (SEE NOTE 5). THE EXISTING SITE CONDITIONS (SOIL PROPERTIES, EXISTING WATER TABLE, ETC.) \ V \ \ t �I CLOMR #21-04-0978R f INDICATE THAT NORMAL POOL CAN BE MAINTAINED WITHOUT A CLAY LINER, THE ADDITIONAL REQUIREMENTS ._. / \ / > RECOMMENDATIONS MY SUPERCEDE THESE TYPICAL REQUIREMENTS.: �� / \ \ \ 1 f / r � _�'!, �� QGe ��' V��i 1 \ M ?g S� � \ ( I � 11. UNLESS OTHERWISE NOTED, ALL PERMANENT STRUCTURES (e.g. RISER/BARREL, � 1� \ l 1\ , 1 -7 / ' / GEOTECHNICAL ENGINEER WILL PROVIDE NOTICE IN WRITING TO THE PROJECT 1. SCMS MUST BE LOCATED WITHIN COMMON OPEN SPACE, AND WITHIN AN ACCESS \ - < • BORROW MATERIALS FOR USE AS EMBANKMENT FILL SHALL BE FREE OF WEIR WALLS, ETC.) ARE TO BE INSTALLED WITH THE INITIAL DAM CONSTRUCTION. ENGINEER THAT THE CLAY LINER IS NOT REQUIRED. IF THE CLAY LINER IS NOT �' �ti \ °'1 ' \ 100 YR FLOOD �I I\ / AND MAINTENANCE EASEMENT. r` -_ �'�.�� ORGANICS, ROOTS AND OTHER WOODY VEGETATION OR ORGANIC DEBRIS. ''%'`�' \ \ \ LINE PER CLOMR / • / I 12. FOR SITE BUILT FEATURES (e.g. WEIR WALLS, DROP STRUCTURES, BRIDGES, ETC.), INSTALLED, THE OWNER SHALL RECEIVE A CREDIT FOR THE DELETION OF THE LINER. `!� ��d - •-285...\ \ / J r MATERIALS SHALL CONSIST OF SOILS WHICH CLASSIFY AS SC, SM, CL, CL-CH 2. AN OPERATIONS AND MAINTENANCE MANUAL AND MAINTENANCE AGREEMENT //♦��♦ - 1 \ \I ` / #21-04-0978R -/ / % ( THE CONTRACTOR SHALL PROVIDE STRUCTURAL DRAWINGS TO THE DESIGN �♦�•1�� W\ I \ , / i� -i/ / AND ML IN ACCORDANCE WITH THE UNIFIED CLASSIFICATION SYSTEM OR AS SHALL BE PREPARED AND PROVIDED TO THE OWNER. ADDITIONAL REQUIREMENTS m■ ®� _ �- _ W \ CS i 1 �• � � • • Jv� \ ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. . W . \ \ ,r, ( \ 1 4 \\ \ \ / -- / APPROVED BY THE GEOTECHNICAL ENGINEER WITH A MAXIMUM PARTICLE SIZE AT A MINIMUM, THE CLAY LINER MATERIAL FOR THE WET POND SHALL MEET THE e.. RECORDATION OF EASEMENTS, AGREEMENTS, ETC. MAY APPLY. �♦�• • y W + ..a.\ . . o I � 100 YR FUTURE 13. PRIOR TO FINAL GRADING OF THE SCM, THE CONTRACTOR SHALL PROVIDE FOLLOWING SPECIFICATIONS: (g ) I \ m \' I \ > \ / OF 3 INCHES OR LESS IN MEAN DIAMETER. 11 \ ( � `• I" • 4\ • • • `�! \ \ 1 \ 11 FLOOD LINE PER 1 SUFFICIENT AS -BUILT SURVEY INFORMATION TO CONFIRM THAT THE FINISHED SCM • UNIFIED SOIL CLASSIFICATION SYSTEM DESIGNATION OF CL, CH, ML, OR SC . W W \• \ • 1 ( \ • FILL SHALL BE PLACED IN 8 INCH (MAXIMUM) LOOSE LIFTS UNDER THE C/ • Vida ��i� �i�If' _ R -�=� rL\ Nrl /' ) I• ` G�� _�w♦� ♦�/ _ �. . . • . . -i \ EFFECTIVE FEMA / WILL MEET THE SPECIFIC DIMENSIONAL REQUIREMENTS APPLICABLE TO THE SCM. . • -.SHALLOW LAND \ \ \ \I \ \ cp �` \ SUPERVISION OF THE GEOTECHNICAL ENGINEER OR THEIR REPRESENTATIVE. THOSE REQUIREMENTS INCLUDE: • MINIMUM OF 40% PASSING #200 SIEVE _ . W W . I cn `= (� FILL SHALL BE BROUGHT UP BY BENCHING INTO THE EXISTING SLOPE. THE • MINIMUM PLASTICITY INDEX OF 12 / . 7. . -%- • • *t y 1 \ I� \ \ 1 \ \ _ \ MAXIMUM HEIGHT OF 2 FEET SHALL BE USED FOR EACH BENCH LIFT TAKING • FOREBAY &DEEP POOL BOTTOM ELEVATION = 280.0 FT 300 �PcA \ \ /, ( W W/ W r . �'' - -�. - - .\ . 1. \. 1 \ \ \ l� \ \ \ \,, .1 \ CARE TO REMOVE ROOT STRUCTURES AS THE FILL PROCEEDS. SURFACE OF • DRAWDOWN OVERFLOW ELEVATION (NORMAL POOL) = 283.50 FT • MAXIMUM PERMEABILITY OF 1 X 10"5 cm/sec _ _ : _ . W� I I I( \I l \\\ \•\ EACH LIFT SHALL BE SCARIFIED PRIOR TO PLACEMENT OF THE NEXT LIFT IN - - "__..-.P"_:_,-. \ / \ • 15 1RCP I1 7 / _ - • A MINIMUM OF 2 TESTS OF EACH ABOVE PARAMETER SHALL BE PROVIDED , �' . SHALLO \ o \ \ I \ \, `I 1 ti ) \ \ \ ORDER TO EFFECTIVELY TIE THE FILL LIFTS TOGETHER. • MINIMUM SURFACE AREA AT NORMAL POOL ELEVATION (283.5) = 8,861 SF 1 - f - \ "1 \ FROM AN APPROVED LABORATORY ON THE LINER MATERIAL AND PRESENTED 1••-••-•=••-••�•• \ \ \ I ' I \ ( . _ �„ • •WATER ��„�� _ .. . 1- �� .. 0 100YRFLOOD • WEIR CREST ELEVATION= 284.75 FT RIPRAP DISSIPA 0' t \ 1 • ALL COMPACTION SHALL BE TESTED BY THE SAND CONE METHOD ASTM D-1566 TO THE ENGINEER FOR APPROVAL PRIOR TO PLACEMENT OF THE MATERIAL. 1 LINE PER ( ) J \ \ \ \ \ \ \ \ \ \ PT: \ \ \ Al � \ 8 :0 O6 \ 1 • \ \ 1 \ \� , o \ \ ` 1 \ 1 oo / `/ : _/ •• t�� / ��► -Off, •_ . ��.��.4 • -#C�4 / N i 4� -- _ :•OOL •�$'r -�� 4i. �•• _ - _ _ 7. _'j �•• -�� :� % • •♦iO�• �a�♦ �'��' • • - - - - • Oi �� _C- - .. ��►��!fi • �00� •• - _ - = . ��44,.•O0L �(�i�' 4 �2 °t► �� b��.►.�_�,i ��. - 7 - - .4.44 ,�4** -� 1- _ . - • 1 I d I �, = \ l \ l \ i I \ ` 30" RC Ii L=15', W =7.5' • RISER CREST ELEVATION= 287.00 FT 1 18" DEEP CLASS " " . 0 6" EFFECTIVE FEMA OR NUCLEAR METHOD (ASTM D-6938) AT A RATE OF AT LEAST ONE TEST PER - • COMPACTION TO A MINIMUM OF 95% OF THE MAXIMUM STANDARD PROCTOR \ ( ) 5,000 SQUARE FEET PER ONE FOOT OF COMPACTED FILL THICKNESS IN . r , �1� MINIMUM SURFACE AREA AT WATER QUALITY ELEVATION (284.75) - 13,079 SF DENSITY (ASTM D-698), AND WITHIN 3% OF THE OPTIMUM MOISTURE CONTENT \ \ \� GENERAL AREA FILLS AND ONE TEST PER 50 LINEAL FEET PER LIFT ALONG THE • AVERAGE TOP OF EMBANKMENT (+/- 0.1 FT)= 289.00 FT (MINIMUM OF 1 COMPACTION DENSITY TEST PER 2500 SQ. FT.). \ I\ \ l \ 1� BARREL. THE MINIMUM COMPACTION SHOULD BE A MINIMUM OF 95% OF THE \ \ ^� • AN IN -PLACE MAXIMUM INFILTRATION RATE OF 0.01 INCHES PER HOUR. 1 I \ 1+1 94 \ \ \ \ \ MAXIMUM STANDARD PROCTOR DENSITY (ASTM D-698) AT MOISTURE CONTENTS 14. ELEVATIONS SHOULD BE WITHIN 0.1 FEET OF THE ABOVE ELEVATIONS FOR _ r_.F_u 1 \ \ \ N ^ VARYING FROM 2 PERCENT BELOW TO 3 PERCENT ABOVE OPTIMUM MOISTURE EARTHWORK, AND 0.05 FEET FOR OUTLET STRUCTURE. ALL SURFACE AREAS ARE • RECOMMENDATIONS OF THE SITE GEOTECHNICAL ENGINEER MAY SUPERCEDE \ \ 1 1 \ \ \ \ \ CONTENT TO WITHIN 3 FEET OF THE FINAL GRADE. THE MINIMUMS AREAS. REQUEST FOR A REDUCTIONS IN THE MINIMUM VALUES WILL THE ABOVE SPECIFICATIONS. ( \ \ \ \ \ BE CONSIDERED ON A CASE BY CASE BASIS. CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA \ woo \\ \ma \ on 29i `=� \ \ 1 1 1 \ \ I \\ �I I\ 1 I - • 4114 o \ \ '�o \ 7---\ \ \ l ►_��\,�i1 � 300 >l�� \ / / /��= \ \ \...‘ \ ) 'RN \ SCM MAINTENANCE \ \ I I \ \ \ \ � AND ACCESS \ \ / � .h\-\ _300_ � � � N \,� \ ��\ \ \ \ \ \ EASEMENT I ( � 1 \ _ \ ►1 / \ \ t \ \ \ \ G\� \ 40 lionmeilii 305 nPV a6\\ i til \ \t \ \\_....,-\ \ . \ \ ki t7.-' \ \\ \ i ) 1) (4 \ \\\\ \ \ GRAPHIC SCALE HANDWHEEL TO EXTEND 12" 40 0 20 40 80 ABOVE TRASH RACK TRASH RACK (TYPICAL) (SEE DETAIL ON SHEET C7.6) S CM 7 PLAN (MIN) inch ft. PLACE STEM SUPPORTS - z Z. 1 = 40 PER MANUFACTURER'S a RECOMMENDATION RISER CREST ELEVATION 287.0 Z(SEE MANHOLE STEPS O.C. VERT. (SEE NCDOT 840.66) WATER QUALITY ELEVATION = 284.75 o DRAWDOWN PIPE UPTURNED 12" a o + O o \\ /// � / TO ESTABLISH NORMAL POOL (SECURED TO RISER WALL) 3000 PSI REINFORCED CONCRETE COLLAR WITH 2-LAYERS #4 REBAR w _ o / \\�\\ 6"W x 27"H WEIR CREST ELEVATION 284.75 // AROUND PIPE (SEE SCM DETAIL SHEET C7.6) NORMAL POOL ELEVATION = 283.50 `n = \ • OPEN E 4" PVC j // w - - \ 4"NRS GATE VALVE BALLAST CONCRETE NORMAL POOL ELEVATION 283.50 P F = FLANGED, CAST IRON BODY MANHOLE STEPS WITH STEM EXTENSION AND //� 1.5" 0 ORIFICE N •1. SCM 7 PLAN & DETAILS m IL o w @ 16" O.C. VERT. 3000 PSI REINFORCED CONCRETE DRILLED IN 4" CAP �D ' O _ _ HANDWHEEL t TOP SOIL LAYER = 4"MIN o w ¢ -- o (SEE NCDOT 840.66) COLLAR WITH #4 REBAR D 9 �' (-LAYERS /� CLAY LINER = 8"MIN (SEE SPECIFICATIONS) " v=i '' Alb. iiii \ / /\ /` a ° AROUND PIPE SEE SCM DETAIL SHEET C7.6) 4" PVC CLEANOUT �� \\ 30" '0-RING' 11 l V\/A - 12"± GASKETED = f�= L - - 4" DIP BOTTOM DRAIN (TEMPORARY -n+ '' _ CLASS III RCP - - SKIMMER ATTACHMENT FOR ®� EROSION CONTROL) INVERT OUT - 279.50 • ^�� 30"'0-RING' - - - - _J � ..• ,, • . . STORMWATER WETLAND GRADING DETAIL 4" DIP SPOOL a 6"W 27"H OPEN END 4" PVC GASKETED 4"NRS GATE VALVE. �-.V• 12" MIN :':`: GROUT?S??? ?... . a •' . a •.. a• .'' "'�: CONCRETE PIPE CRADLE (PE x FLANGED) x AT NORMAL POOL a FLANGED, CAST IRON BODY G-- • • °. SHEET WEIR CLASS III RCP • . a (SEE DETAILS ON C7.6) NOT TO SCALE 1.5" 0 ORIFICE a 4" PVC �45 DRILLED IN 4" CAP 1� pall CLEANOUT • r 1 ` ,�`` �j 4 P 4" PVC TEE �/ �� 4 PIPE INSTALLATION MUST PROVIDE A PIPE JOINT WITHIN 4' OF >%!�i ; CO ANCHOR W/ DOWELS RISER WALL FOR ARTICULATION :° #4 REBAR X 12" @ 2' o.c. +/- AT RISER 290 290 a ° .a I 4" SCHEDULE 80 PVC SPOOL `° (SEE ANCHOR DETAIL ON SHEET C7.6) 10' MIN TOP OF DAM <. a ° CONSTRUCTION JOINT AT PIPE JOINT (TYPICAL) 6" 4' 6" BALLAST CONCRETE ELEV. 289 1.2 CUBIC YARDS REQUIRED f 1 COMPACTED STONE OR PREPARED SUBGRADE AS RECOMMENDED BY GEOTECHNICAL ENGINEER RISER AND BALLAST CONCRETE HAVE BEEN SIZED BASED ON SCM 7 BUOYANCY CALCULATIONS. ADJUSTMENTS TO CONCRETE DIMENSIONS RISER DRAWDOWN DEVICE PLAN � ARE NOT PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. ANY SCM 7 DIMENSIONAL CHANGES TO BALLAST CONCRETE BASE AND RISER MUST / -1 0 BE REQUESTED IN WRITING BEOTH MPANIED BY BUOYANCY \ RISER DRAWDOWN DEVICE DETAIL CALCULATIONS SIGNED A D SEAAND LIED BY A NORUST CAROLINA 100 YR PEAK WSE = 287.30 %" = 1'-0" REGISTERED PROFESSIONAL ENGINEER, \ EXISTING GRADE \ \ ; PROPOSED GRADE lob No. 02190372.10 Drawn By WR 285 285 Date 11/05/2020 Designer WR WEST SOUTH NORTH EAST °p0°°oo00°°°°°° CA eo °o° � °o°pOO°OOo/°�� °oo c °0 ` ES$/Q °O°o°°�%/ °°o _' �O "Y�°� ' o SEAL o 0 o 042669 0 ��° '°:ti00eC�NE�o° -- 4' DocuSignea7��' l oO0000°��°o° I `E i� Uvf�Slf l r°W'V(n°p00000000°p0°6/8/2021 \ +y MANHOLE STEPS NORMAL POOL = 283.5 I \ RISER CREST N :� 11-9" OPEN - �_ :(TYPICAL)I'' "� PI ~ 6" �F1 DEEP POOL ' NORMAL POOL - OPEN @ NORMAL POOL ELEV. 6"(MIN) p q Revisions 55 14 LF I. a 3t1 RCP \ 1 1 (TYPICAL) co 1 PER TORS COMMENTS 2021.03.08 280 @ 1.81% - CONTRACTOR TO 280 1 n • \ EXCAVATE TO PROVIDE 4" PVC ORIFICE PIPE INVERT n POSITIVE DRAINAGE \V1i (MIN) P q 2 PER TOHS COMMENTS 2021.04.14 1 -- -- _ _ _ = _ II 3 PER TOHS COMMENTS 2021.05.12 4 , •!• -'• 12" (�) p q •, 4• ;• .. a�.•a: a •�' �,�__ :� �� RIPRAPDISSIPATOR 4" BOTTOM DRAIN INVERT t i \ j i .;. 4 PER TOHS COMMENTS 2021.06.09 • • • • • PROFILE VIEW 30" OUTLET INVERT 279.50 i� i T ' GRAPHIC SCALE CONCRETE CRADLE SEE DETAIL SHEET C7.6 �- . .......GRU .:i ........... .::: .;•::•:::;:•::•:;•::::•GROU•::•::•:::•::•::::•::•:: ; :: �:::::::•::•:;;•:::::•::GROUT:•:::::•:::::•::•:: � » :•::•:;•::•::•::•::.::.::GROUT•:'•::•:;•::•::•: . �� = � 1 20 HOR. • :.� ::::. ::.:.: (tic:i:{ic:(ic:(tic:•:(ti;•::(:•::::•::::{:•:::{;•:: i :iii• iiiic::{c::c:(ti•::•:(:•::•:{;•:::{;•::(:::: ::::.:::.:::.:::.::.:::.:::.:::. = 1 = 2'VERT. I FILTER DIAPHRAGM _,...-------- �.� \ o-�- SEE DETAIL SHEET C7.6 #78 WASHED " DIP DRAIN _ c z...', 275 0 20 40 STONE BEDDING `� \ \ CO g v SCM #7 1275 RISER INSIDE WALL ELEVATIONS Sheet No. C7.1 -0+50 0+00 0+50 1+00 1+50 SCM 7 PROFILE DocuSign Envelope ID: 31EF700B-AA60-436F-9028-CODF3C43D76F K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\C7.0 - C7.6 SCM.dwg- Tuesday, June 8, 2021 2:49:44 PM - KNIGHT, KATHERINE 4101 \ \ \ • ` \�; , 0 ' �ii>.,'M FOREBAY ENTRANCE TO 4, TOPSOIL \ \ 7 � ', \ , 'A44 . • ` �:��,,`.`\q l 10' (MIN)TOP OF DAM BE GRADED DEEPER THAN �' ' `. : • <• III=III=1 =moo,,, FOREBAY EXIT to WithersRavenel%. Engineers 1 Planners I Surveyors 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.3340 I license #: C-0832 I www.withersravenel.com \ \ ,, VEGETATED SHELF VEGETATED SHELF i/,, ` - _ - .: r ro.>� 4� -III=1 - _ ./,;.,, 3. 'OND \ \ ` �� .' � \ �I ` j -11 I-III=1 ��'��%`ii.,(SEE \ � 310 <;,� -III=III-III-1 - ./� .��,,�, \ •y . 5 FOREBAY FILTER DRAIN .�7i�%`N.' •-*A o (MIN) PLAN FOR LOCATION)•,/zz '�' =1I 1=111E111E111E111E11 111 I-1 �•`�&&-,7.. MIN �..� �.: i o -III=11I=11I=111=111=111=111=11I-11I=11 I �`�co.. 1Ti / - - y� �\ '+;:a�I'� �� \ \ \ ♦ i =III,; III III -I � I I,; I I I -III .��,y``�i v NORMAL POOL I - i1ii`%`:��=`'�--III-111ji III=jI'- "=III111� III- '`�" � 7-Ti ' -IIII I1=1I I_ = I1=1I -I -I �' Nc - - / / - 30 �� ♦ �`\ ; -I I III ..< . _ ..V.N _.- :1!!I , ,�.;,.;.. .o� • 1 1 •11' =III=11I=j"- -III-III-III-I irS��`�o. /\• , \ . / `. it �`�� 1I :2.f: ••'.'�: II-- L■j11�0� = „ikL�::-.. IIL 2 FOREBAY 2; l�ii�■III / L - - !!imog!!'� -_I i 1 =j I' "-I I 1=„1 II I II II `I ��`'`� / / / / i, �. j I I-11 I-11-� '�'n'='i _. FOREBAY _ il�lll"� uL■. I -� I I -III I II I II I I I •, / // I / 300 � � � `� / y III-III-'�=Pu`11LR;_, 7, / �•. /, .._.1aI•- _ _ +.. POND BOTTOM 2�,e� _ ``I�I� ".. I -I1I. ' -1I1=11I-I � ��% / .,, ♦ �• _ -III I ._ - _ i='j■iiii �III� IIII�„�. �II�.:-= III - ,,,■.�:.... _ ,,�,,�::,_... _ _.. II,�•�:: iiiiii -•• iii� ,I�1 I I =1I -III-III-III-I I - - \ I // I I. • / / :NW. _ _ = - _ : � II_.::-:ii �il�.._.-..�iil�.._- - ,■III ,■III .._ II_.ii=: �� II_.::v II ...-ill�.-._-ilk-._... _ ,■III II_.:: ,■III ..-. CLAY LINER _ _ II II .._ II_ il�.._.- ,■III -I ' • - - II_.::=:�-- -11 l II. i....... ♦ III '1=WL:: / h \ / / / /�0 A 111I I _ -�il�._.-..�ill�.._- - - - - - I II1 IIIM!IIICI.,II----._... ' 11_. I II I II I II I II I II I II I II I 111111111111111111111111111111 I -I 295'-'_ =III-IIIIIIIIII 95 III -III III III III III III III III -III III III III III -III -III -III -III III III 111- / /� ♦ ; _ - 1 I, I I = I I 1 / /�/ \ I I 11111„ ,III i II III-1 �� \ l - . / / /,/= / � / 290 \ •.�305 lii .. WET POND GRADING DETAIL \\ ., ... // / / /�// / / / /// r NOT TO SCALE �y '+/�, / / / l/// /� / 28„• ► 6i / \ iv 6' VEGETATED SHELF / ELEV. 284.0 285.0 /��, , \ • / / SEE LANDSCAPE PLAN #� ,!� �!/f ' 41440 FOR B 3GQ \ \� BOTTOM \280 \ \ •. WET POND STORMWATER CONTROL MEASURE (SCM) GENERAL NOTES: 7. SUBGRADE FOR THE RISER STRUCTURE AND OUTLET PIPE SHALL BE APPROVED BY • ONCE ALL SEDIMENT AND EROSION CONTROL DEVICES HAVE BEEN REMOVED, THE CLAY LINER SHALL BE PLACED UNDER THE BOTTOM OF THE SCM PERMANENT \ / / (\ SHEET L1.8 �/ - ` jBo ELEV.279♦c \ \ \ ` �:., :, 1. PRIOR TO OR DURING CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT.IF THE GEOTECHNICAL THE SCM SHALL BE CONVERTED TO A PERMANENT SCM. POOL TO A MINIMUM THICKNESS OF 8 INCHES. A MINIMUM OF 4 INCHES OF TOPSOIL / ( //o� ' ENGINEER OF ANY DISCREPANCIES IN THE PLANS OR SPECIFICATIONS. ENGINEER REQUIRES ADDITIONAL SUBGRADE PREPARATION, THE ADDITIONAL ALL SEDIMENT SHALL BE REMOVED AND DISPOSED OF PROPERLY. SHALL BE PLACED ABOVE THE CLAY LINER TO THE FINISHED GRADE AS SHOWN ON �, ��%o god ;�=;'-=' • / / L J////i// ��o / - \ \ �� \ :. \ COST SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. THE DRAWINGS AND/OR DETAILS. CARE SHALL BE TAKEN WHEN PLACING THE TOPSOIL // ,# �S%, / . ° / /// / / , �8 a / // /• / -,i O t/�5 �y �•, \ oo \ `.., 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, • FOREBAY AND VEGETATED SHELF SHALL BE CONSTRUCTED AS SHOWN ON THE 30 \ �•, SO AS TO DAMAGE THE CLAY LINER. A CLAY/SOIL, NO ORGANICS, MIXTURE MAY BE 0 8. THE OUTLET PIPE SHALL BE BEDDED IN CONCRETE FOR 213 OF THE PIPE LENGTH, W / / /// / / i////`tj ♦ . ' \ `` / / /%/ / / ,� -�;' ` .; / // /// . ` ` / // / / / �� , � ' � � * ,, r //// �/ \ \ ?8 // / / / �� - V t•L / 6 4 !, • " - - STATE e.. MINIMUM DESIGN CRITERIA AND LOCAL STANDARDS AND PLAN. \ \ (g )' BEGINNING AT THE RISER, AND IN #78 STONE FOR 113 OF PIPE LENGTH TO THE USED IF THE ABOVE SPECIFICATIONS ARE SATISFIED AND WITH WRITTEN APPROVAL \ N. \� ✓ SPECIFICATIONS, HEREBY INCORPORATED BY REFERENCE. • VEGETATED SHELF SHALL BE PLANTED PER PLANT SCHEDULE ON LANDSCAPE BY THE GEOTECHNICAL ENGINEER. • 1 � � OUTLET. SEE DETAILS ON SHEET C7.6. �- _ 3. CONTRACTOR SHALL OBTAIN A COPY OF THE SITE GEOTECHNICAL REPORT. THE PLAN (SEE SHEET L1.8). \ \ \ 9. EMBANKMENT AND SIDE SLOPES OF THE BASIN SHALL BE STABILIZED PER SEEDING PRECAST CONCRETE MATERIALS NOTES: .� ` / / /' 4/�/. ..� • `��^ \ \ \ _, ` / / / \\ ` / � r , �� NORMAL POOL ELEV. 284.5 \ Jr / /' I /• .f \ • ♦ ' \ \ ✓ REPORT AND ITS RECOMMENDATION SHALL BE PART OF THE STANDARDS AND SCHEDULE ON EROSION CONTROL DETAILS SHEET OR SODDED. SEE LANDSCAPE 16. FINAL CERTIFICATION OF THE SCM BY A PROFESSIONAL ENGINEER IS REQUIRED. 1. ALL PRECAST CONCRETE STRUCTURES SHALL CONFORM TO ASTM C913 ♦ � L •\ _ �� SPECIFICATIONS FOR CONSTRUCTION OF THE SCM. UPON COMPLETION OF 3 PLAN ON SHEETS L1.8 FOR FURTHER PLANTING DETAILS. CLAY LINER SPECIFICATIONS: (RECTANGULAR)OR C478 (ROUND). ' ♦♦� Op_ ; CONSTRUCTION, CERTIFICATION OF THE SCM BY THE GEOTECHNICAL ENGINEER ( ) ( W /�� 1 W < / �� ( l \ r \ / l W W I I , \ ( 1 \ < W I \ \1 _ .�� 1 .� \\ 2 i�•� \ \\ 295, N - \ _ - r / .9O ( \ \. - �\ ' �' - / FOREBAY FILTER DRAIN 1 ` / .• R?'�' SEE DETAIL SHEET C7.6 • ` MAIN POOL -� \ 1 \ \ BOTTOM z, t - �9s 1 ELEV. 279, \ ` J - - -� ` �� 1 \ �, \ N _ ` __ ` \ % `-�%00�� ,,B ��` "� \\ ✓ \ � - `� WILL BE REQUIRED PRIOR TO FINAL SCM ACCEPTANCE. 10. IF, DURING CONSTRUCTION, THE SCM IS TO BE USED AS AN EROSION CONTROL THE CONTRACTOR SHALL INSTALL A CLAY LINER TO MAINTAIN A PERMANENT POOL AT 2. ALL REINFORCED CONCRETE PIPE SHALL CONFORM TO ASTM C76, CLASS III \ �� ~� �'- /� % MEASURE, THE FOREBAY BERM(S) SHALL NOT BE INSTALLED DURING THE INITIAL THE DESIGN ELEVATION. IF THE SITE GEOTECHNICAL ENGINEER DETERMINES THAT (UNLESS OTHERWISE NOTED), .. 4. THE GEOTECHNICAL ENGINEER SHALL EVALUATE SOILS FOR SUITABILITY OF DAM �Sy, ; -� CONSTRUCTION OR WHILE THE SCM IS USED AS AN EROSION CONTROL MEASURE. THE EXISTING SITE CONDITIONS SOIL PROPERTIES, EXISTING WATER TABLE, ETC. to ; / • i,a CONSTRUCTION AND SLOPE STABILITY. ( ) 2.1. 0-RING JOINTS (RGRCP) SHALL CONFORM TO ASTM C443 & ASTM C361. } = INDICATE THAT NORMAL POOL CAN BE MAINTAINED WITHOUT A CLAY LINER, THE ♦ Y a , .' ' 5. PRIOR TO PLACEMENT OF EMBANKMENT FILL, THE GEOTECHNICAL ENGINEER WILL 11. THE FOREBAY BERM(S) SHALL BE CONSTRUCTED WITH THE SAME REQUIREMENTS, 2.2. NON 0-RING JOINTS (RCP) SHALL CONFORM TO ASTM C990 \ �� \ \ ' • GEOTECHNICAL ENGINEER WILL PROVIDE NOTICE IN WRITING TO THE PROJECT \ \ \ % / SUPERVISE THE FOUNDATION PREPARATION AND APPROVE THE DEPTH AND AND USING THE SAME METHODS AS THE DAM (SEE NOTE 5). �\ _ �� .„,-.a' _ ENGINEER THAT THE CLAY LINER IS NOT REQUIRED. IF THE CLAY LINER IS NOT \ , v T� - / .: - L EXTENT OF THE CUTOFF TRENCH. 12. UNLESS OTHERWISE NOTED, ALL PERMANENT STRUCTURES (e.g. RISER/BARREL, INSTALLED,THE OWNER SHALL RECEIVE A CREDIT FOR THE DELETION OF THE LINER. ~' \ WEIR WALLS, ETC.) ARE TO BE INSTALLED WITH THE INITIAL DAM CONSTRUCTION. ADDITIONAL REQUIREMENTS � \` \ r ' CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA " o f / �� / \ 6. THE DAM AND FOREBAY BERMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ` 01 . \ L W, \ � W ` \ I ��•'\-�'•�=�'� (\W 10,, / % / J / o ( ' , _ •�� ' �� =,! ,� ►,� ?--� � -_ � , if s � 5 �► �� \ oo � /' \ � � � oo I. � �fi`o'` _,ti/\\\X I.° _I Q NI - - L�� x,o O \ ti� `OQ �( \ \ os�2.� / `tio QCp \ \ \\ \� � / � r \ \, _`/ � _ f �• J /� RIPRAP DISSIPATOR r _ L-28', W =10.5' 22.5" DEEP CLASS "1" \ \ •�� " THE FOLLOWING SPECIFICATIONS UNLESS SUPERCEDED BY THE GEOTECHNICAL 13. FOR SITE BUILT FEATURES (e.g. WEIR WALLS, DROP STRUCTURES, BRIDGES, ETC.), 1. SCMS MUST BE LOCATED WITHIN COMMON OPEN SPACE, AND WITHIN AN ACCESS , �\, AT A MINIMUM, THE CLAY LINER MATERIAL FOR THE WET POND SHALL MEET THE ��ENGINEER'S RECOMMENDATIONS. THE CONTRACTOR SHALL PROVIDE STRUCTURAL DRAWINGS TO THE DESIGN AND MAINTENANCE EASEMENT. FOLLOWING SPECIFICATIONS: ' �J-1----"Ais, i �/ "ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.2. AN OPERATIONS AND MAINTENANCE MANUAL AND MAINTENANCE AGREEMENT �1:�+,�/♦• BORROW MATERIALS FOR USE AS EMBANKMENT FILL SHALL BE FREE OF • UNIFIED SOIL CLASSIFICATION SYSTEM DESIGNATION OF CL, CH, ML, OR SC\ / SHALL BE PREPARED AND PROVIDED TO THE OWNER. ADDITIONAL REQUIREMENTS \ \,/, �- �j ORGANICS, ROOTS AND OTHER WOODY VEGETATION OR ORGANIC DEBRIS.°\ /• MINIMUM OF 40 /° PASSING #200 SIEVE (e.g. RECORDATION OF EASEMENTS, AGREEMENTS, ETC.) MAY APPLY. �� ,• FILL MATERIALS SHALL CONSIST OF SOILS WHICH CLASSIFY AS SC, SM, CL,14. PRIOR TO FINAL GRADING OF THE SCM, THE CONTRACTOR SHALL PROVIDE�W �/ / • MINIMUM PLASTICITY INDEX OF 12 I .- , CL-CH AND ML IN ACCORDANCE WITH THE UNIFIED CLASSIFICATION SYSTEM OR SUFFICIENT AS BUILT SURVEY INFORMATION TO CONFIRM THAT THE FINISHED SCM / 7 �• AS APPROVED BY THE GEOTECHNICAL ENGINEER. WILL MEET THE SPECIFIC DIMENSIONAL REQUIREMENTS APPLICABLE TO THE SCM. • MAXIMUM PERMEABILITY OF 1 X 10 5 cm/sec / / r +• �• �� ' oo 28 �� \� �•R, ; �_• (d50 =10") \ �/ 0/4 ' 90 THOSE REQUIREMENTS INCLUDE: � FILL MATERIALS SHALL HAVE A MAXIMUM PARTICLE SIZE OF 3 INCHES IN MEAN • A MINIMUM OF 2 TESTS OF EACH ABOVE PARAMETER SHALL BE PROVIDED •< / DIAMETER. • POND BOTTOM ELEVATION = 279.0 FT FROM AN APPROVED LABORATORY ON THE LINER MATERIAL AND PRESENTED ��- � \� �'� \O�= __ � �, 285 Yr �� • FILL SHALL BE PLACED IN 8 INCH (MAXIMUM) LOOSE LIFTS UNDER THE • DRAWDOWN OVERFLOW ELEVATION (NORMAL POOL) = 284.50 FT TO THE ENGINEER FOR APPROVAL PRIOR TO PLACEMENT OF THE MATERIAL. �S \• °s _�� , ;' //`� SUPERVISION OF THE GEOTECHNICAL ENGINEER OR THEIR REPRESENTATIVE. ••�;� • COMPACTION TO A MINIMUM OF 95% OF THE MAXIMUM STANDARD PROCTOR �� ( _� �,_ _ / ��♦� MINIMUM SURFACE AREA AT NORMAL POOL ELEVATION 27,107 SF \ - \ �, �„C, �� „� \ FILL SHALL BE BROUGHT UP BY BENCHING INTO THE EXISTING SLOPE. A DENSITY (ASTM D-698), AND WITHIN 3% OF THE OPTIMUM MOISTURE CONTENT / 11 \ \ �\ ` \ `�o \ - \ `- \ ` _ ` y \ \ \ \ �' \ 295 \ Z \ \ 2 \ \ \ � � 295 -, \ N SCM MAINTENANCE 3 _ ~� \ \ - AND ACCESS OS ♦_ 3 \ \ \ v 0 EASEMENT - �� O - �' 30p \ ` _ _ 3os �� `_ic . ; • o�I �� _ / I j�03 . �� //j. �A�� • I J ,/I� ��, , ' ' � \ ► �6p ROp� \` l `2&� a/// '' . _ -� MAXIMUM HEIGHT OF 2 FEET SHALL BE USED FOR EACH BENCH LIFT TAKING • WEIR CREST ELEVATION= 286.50 FT MINIMUM OF 1 COMPACTION DENSITY TEST PER 2500 SQUARE FEET •r' t' -.28,, CARE TO REMOVE ROOT STRUCTURES AS THE FILL PROCEEDS. THE SURFACE • RISER CREST ELEVATION= 387.50 FT • AN IN -PLACE MAXIMUM INFILTRATION RATE OF 0.01 INCHES PER HOUR. % ::;.1 % j�If OF EACH LIFT SHALL BE SCARIFIED PRIOR TO PLACEMENT OF THE NEXT LIFT IN • AVERAGE TOP OF EMBANKMENT (+l 0.1 FT) = 291.00 FT '� �i J ORDER TO EFFECTIVELY TIE THE FILL LIFTS TOGETHER. • • RECOMMENDATIONS OF THE SITE GEOTECHNICAL ENGINEER MAY SUPERCEDE i� Gd :11.j'� \- 280• THE ABOVE SPECIFICATIONS. •1 �� ♦�V h -- - \ • ALL COMPACTION SHALL BE TESTED BY THE SAND CONE METHOD (ASTM D-1566) limit �� OR NUCLEAR METHOD (ASTM D-6938) AT A RATE OF AT LEAST ONE TEST PER '� �•�, ; 5,000 SF PER ONE FOOT OF COMPACTED FILL THICKNESS IN GENERAL AREA 14. ELEVATIONS SHOULD BE WITHIN 0.1 FEET OF THE ABOVE ELEVATIONS FOR , =i _ j FILLS AND ONE TEST PER 50 LINEAL FEET PER LIFT ALONG THE BARREL. EARTHWORK, AND 0.05 FEET FOR OUTLET STRUCTURE. ALL SURFACE AREAS ARE - - ~ -•- -• o • THE MINIMUM COMPACTION SHALL BE A MINIMUM OF 95% OF THE MAXIMUM THE MINIMUMS AREAS. REQUEST FORA REDUCTIONS IN THE MINIMUM VALUES WILL 42" RCP I - i O a � � BE CONSIDERED ON A CASE BY CASE BASIS. VA ! ,� ■ / ■ ■a � �• STANDARD PROCTOR DENSITY (ASTM D-698 AT MOISTURE CONTENTS VARYING r'� os.-. Y.,i: `S.{•-:1.,, - "��,r�I�� , FROM 2 PERCENT BELOW TO 3 PERCENT ABOVE OPTIMUM MOISTURE CONTENT 15. ONCE THE PROJECT SITE HAS BEEN STABILIZED, CONTRACTOR SHALL OBTAIN •• `• --- r ,. n _ ♦ _ - - - � ,. _ _ �� ! • \ DETERMINED BY STANDARD PROCTOR TEST TO WITHIN 3 FEET OF THE FINAL APPROVAL BY EROSION CONTROL INSPECTOR IN ORDER TO REMOVE TEMPORARY % �� ' j� \ \ GRADE. EROSION CONTROL DEVICES. ,r \�Ma filik. I ..... - ... _ /' ! t ... 1 ~1:'•:• 4,6 �. I I ...... .•.',.1; . _ wig I I r/. � iv \ �'`'. - \ �1 r:' . rer, a �'1 � • IA• SCM 8 PLAN 40 GRAPHIC SCALE 0 20 40 80 MANHOLE STEPS @16" O.C. VERT. SCM 8 PLAN & DETAILS HANDWHEEL TO EXTEND 12" (SEE NCDOT 840.66) mo 1 inch = 40 ft. (MIN) ABOVE TRASH RACK �_ TRASH RACK (TYPICAL) 295 295 PLACE STEM SUPPORTS (SEE DETAIL ON SHEET C7.6) 3000 PSI REINFORCED CONCRETE PER MANUFACTURER'S RECOMMENDATION (.I m COLLAR WITH 2-LAYERS #4 REBAR PIPE (SEE SCM DETAIL 12"AROUND SHEET C7.6) RISER CREST ELEVATION 287.5 v BALLAST CONCRETE 4"NRS GATE VALVE 24"W 12"H WEIR CREST ELEVATION 286.5 x FLANGED, CAST IRON BODY MANHOLE STEPS WITH STEM EXTENSION AND 10' MIN TOP OF DAM @16" O.C. VERT. HANDWHEEL (SEE NCDOT 840.66) 3000 PSI REINFORCED CONCRETE DRAWDOWN PIPE UPTURNED 12" TO ESTABLISH NORMAL POOL -.P\ ELEV. 291 „ ..; ° m COLLAR WITH 2-LAYERS #4 REBAR (SECURED TO RISER WALL) c , : < ° AROUND PIPE (SEE SCM DETAIL SHEETC7.6) NORMAL POOL ELEVATION 284.50 OPEN END 4" PVC f 42"'0 RING' co ° 3 GASKETED a. .° - CLASS III RCP DRILLED IN 4" CAP } �� • ®® SKIMMER ATTACHMENT FOR••• i 4" PVC CLEANOUT ' Q • 2 ° ' 290 290 ®® -6 EROSION CONTROL) INVERT OUT = 282.50 4" DIP SPOOL 'rC.t��_� ........................................... _ �a PE FLANGED • •••' •• _ 100 - YR PEAK WSE - 289.57 x ( ) _ 42"'0 RING' 4" NRS GATE VALVE i...:: ; :�;;y:;:;��:;:��GROUT � ' •j •. w'• a'.` , ' ,�. 24"W 12 H ° GASKETED - 4 • . n .' CONCRETE PIPE CRADLE �6' VEGETATED SHELF x °: FLANGED, CAST IRON BODY �'• : • ': : •. ' ' 94 DETAILS ON SHEET C7.6) WEIR OPEN END 4" PVC , . (SEE ELEV. 284.0- 285.0 AT NORMAL POOL CLASS III RCP .'' �� j �� SEE LANDSCAPE PLAN SHEET L1.8 3" 0 ORIFICE 4" PVC Div oe ci- . �� .1 VW I-40I-: :.lJ.I-40I-•.I-i.I-40- •I- DRILLED IN 4" CAP CLEANOUT �' PIPE INSTALLATION MUST PROVIDE , 0111 y,, / • (a 4" PVC TEE ° , Q,i 4 A PIPE JOINT WITHIN 4' OF `a ANCHORRISER WC�/ DOWELS L FOR ARTICULATION WALL EXISTING GRADE \ �; #4 REBAR X 1 0 /- AT RISER 1 wd .a a Q (SEE ANCHOR DETAIL ON SHEET C7.6) a TE CONSTRUCTION JOINT AT PIPE JOINT lob No. 02190372.10000 Drawn By WR 4" SCHEDULE 80 PVC SPOOL _ a s. .a ..:°" .. COMPACTED STONE OR PREPARED SUBGRADE 20 CUBIC YARDALLAST S (TYPICAL) 6" 1' Date 11/05/2020 Designer W R I ` 6" 5' AS RECOMMENDED BY GEOTECHNICAL ENGINEER RISER AND BALLAST CONCRETE HAVE BEEN SIZED BASED ON I \" - A p SCM 8 SCM BUOYANCY NOT SCM 8 CALCULATIONS. ADJUSTMENTS TO CONCRETE DIMENSIONSARE WRITTEN APPROVAL. ANY p000000p0 0000000°°�� N ° SR C/� 00 _ , c'A OF �0 y o o °Q� o o SEAL � o ° ° o g 042669 0 o o �o CAL o 0 °° tiGINE� .° ° 00 ��,,j0(�01/0p� °RpOOP00000 00 DocuSig neQ�`7Y°` OOOOO000000 6/8/2021 AINNGESITIITHOUT BASIE R SER MUST 285 i 285 RISER DRAWDOWN DEVICE PLAN BDIEMENSIONATLE DCHTTED TCBOENCARCETE EAND NTGO ABNADLLMASTt. 1R RISER DRAWDOWN DEVICE DETAIL CALCUOLATIONSSIGNEDANDSEALEDBYANOROTHCAROLINABUOYANCY NORMAL POOL = 284.5 `- / 1-0 \ 53.8$ 42"RCP CONTRACTOR TO EXCAVATE TO PROVIDE %" = 1' 0" REGISTERED PROFESSIONAL ENGINEER, \ @ 0.93% POSITIVE DRAINAGE RIPRAP DISSIPATOR I RIPRAP ARMORED NORTHWEST SOUTHWEST NORTHEAST MANHOLE STEPS SOUTHEAST MAIN POOL • � - - - - _ _ _ • \ CHANNEL TO CULVERT •° • • • . '♦ •A •� • • . . •• • • • d• 'Ls..I'.._� •, • . • • r i i4IP4IP • ! _ �� ! c . Q.� RISER CREST , ' ... Revisions d . •. .• 4. 1 :• :• :� :f :~ � � � � � � 0 • � 2> >� PEN 1 PER TONS COMMENTS 2021.03.08 PROPOSED GRADE �� (TYPICAL) 6 (CIAL _ 280 J=�-=lit�:'=�. =__�� 280 0 IOP::L 3 PER TONS COMMENTS 2021.05.12 OPEN / \ CONCRETE CRADLE NORMAL POOL POOL EE �' I 4 PER TORS COMMENTS 2021.06.09 TO EXTEND?OF PIPE 12 () li I LENGTH - 1 " 4" PVC ORIFICE PIPE INVERT 12_ PROFILE VIEW 4" BOTTOM DRAIN INVERT to \ y i (MIN) �� f,' GRAPHIC SCALE 42" OUTLET INVERT: 282.50 is 20 HORZ. 1::::;:::::::::::......: " :WET•.. GROU::: ':::::::::: ':....... � ;: ::::::::GROUT::::::::::::::::.......: ::::::::::::-GROUT::::::::::::::::::...... ;:.:::::::::::::::::: .GROUT = 2' VERT. 0 40 : z 4" DIP DRAIN 275 5 .. 275I SCM #8 Sheet No. C7.2 -0+50 0+00 I 0+50 1+00 1+50 RISER INSIDE WALL ELEVATIONS SCM 8 PROFILE 34..11-011 DocuSign Envelope ID: 31EF700B-AA60-436F-9028-CODF3C43D76F K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\C7.0 - C7.6 SCM.dwg- Tuesday, June 8, 2021 2:52:23 PM - KNIGHT, KATHERINE i _ � � , - 1 \ WET POND STORMWATER CONTROL MEASURE (SCM) GENERAL NOTES: 10. IF, DURING CONSTRUCTION, THE SCM IS TO BE USED AS AN EROSION CONTROL • UNIFIED SOIL CLASSIFICATION SYSTEM DESIGNATION OF CL, CH, ML, OR SC SHALL BE PLACED ABOVE THE CLAY LINER TO THE FINISHED GRADE AS SHOWN ON imo WithersRavenel%. Engineers 1 Planners I Surveyors 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.3340 I license #: C-0832 I www.withersravenel.com � � � � i T '� - / i - / o i 7 / / / _ i / / J 6' VEGETATED SHELF _ - _T / / ELEV. 281.0 282.0 - - I - 100 YR FUTURE / I I I FLOOD LINE PER / �� / _ I _ I CLOMR #21-04-0978R _ _ _ 100 YR FLOOD LINE PER CLOMR #21-04-0978R I 1. PRIOR TO OR DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE MEASURE, THE FOREBAY BERM(S) SHALL NOT BE INSTALLED DURING THE INITIAL • MINIMUM OF 40% PASSING #200 SIEVE THE DRAWINGS AND/OR DETAILS. CARE SHALL BE TAKEN WHEN PLACING THE TOPSOIL CONSTRUCTION OR WHILE THE SCM IS USED AS AN EROSION CONTROL MEASURE. SO AS TO DAMAGE THE CLAY LINER. A CLAY/SOIL, NO ORGANICS, MIXTURE MAY BE ENGINEER OF ANY DISCREPANCIES IN THE PLANS OR SPECIFICATIONS. • MINIMUM PLASTICITY INDEX OF 12 11. THE FOREBAY BERM(S) SHALL BE CONSTRUCTED WITH THE SAME REQUIREMENTS, USED IF THE ABOVE SPECIFICATIONS ARE SATISFIED AND WITH WRITTEN APPROVAL 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, • MAXIMUM PERMEABILITY OF 1 X 10 5 cm/sec BY THE GEOTECHNICAL ENGINEER. STATE (e.g. MINIMUM DESIGN CRITERIA), AND LOCAL STANDARDS AND AND USING THE SAME METHODS AS THE DAM (SEE NOTE 5). SPECIFICATIONS, HEREBY INCORPORATED BY REFERENCE. 12. UNLESS OTHERWISE NOTED, ALL PERMANENT STRUCTURES RISER/BARREL, • A MINIMUM OF 2 TESTS OF EACH ABOVE PARAMETER SHALL BE PROVIDED PRECAST CONCRETE MATERIALS NOTES: / / / , I �\ „ - SEE LANDSCAPE PLAN / / (e.g. I / / SHEET L1.9 - � 285 WEIR WALLS, ETC.) ARE TO BE INSTALLED WITH THE INITIAL DAM CONSTRUCTION. FROM AN APPROVED LABORATORY ON THE LINER MATERIAL AND PRESENTED 1. ALL PRECAST CONCRETE STRUCTURES SHALL CONFORM TO ASTM C913 / / / 100 YR FUTURE 3. CONTRACTOR SHALL OBTAIN A COPY OF THE SITE GEOTECHNICAL REPORT. THE iiiiiiii� TO THE ENGINEER FOR APPROVAL PRIOR TO PLACEMENT OF THE MATERIAL. / r 285 (RECTANGULAR) OR C478 (ROUND). / / / \ FLOOD LINE PER REPORT AND ITS RECOMMENDATION SHALL BE PART OF THE STANDARDS AND 13. FOR SITE BUILT FEATURES (e.g. WEIR WALLS, DROP STRUCTURES, BRIDGES, ETC.), COMPACTION TO A MINIMUM OF 95% OF THE MAXIMUM STANDARD PROCTOR / / / / / \ , EFFECTIVE FEMA / SPECIFICATIONS FOR CONSTRUCTION OF THE SCM. UPON COMPLETION OF THE CONTRACTOR SHALL PROVIDE STRUCTURAL DRAWINGS TO THE DESIGN 2. ALL REINFORCED CONCRETE PIPE SHALL CONFORM TO ASTM C76, CLASS III ' / / / / o `0� / CONSTRUCTION, CERTIFICATION OF THE SCM BY THE GEOTECHNICAL ENGINEER ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. DENSITY (ASTM D-698), AND WITHIN 3% OF THE OPTIMUM MOISTURE CONTENT (UNLESS OTHERWISE NOTED), I 285 - I (MINIMUM OF 1 COMPACTION DENSITY TEST PER 2500 SQUARE FEET). / / -'6) / WILL BE REQUIRED PRIOR TO FINAL SCM ACCEPTANCE. / (� N / 285S 2.1. 0-RING JOINTS (RGRCP) SHALL CONFORM TO ASTM C443 & ASTM C361. /$ / / / / / )� / / / /�/ iW - W W- - 280- W �� j- • • - •• =�---- -. _ _ m • - � • _ _ I/ W W - ��p 280 � s,,. ( -� `,0O• 1 \ / 4. THE GEOTECHNICAL ENGINEER SHALL EVALUATE SOILS FOR SUITABILITY OF DAM • AN IN -PLACE MAXIMUM INFILTRATION RATE OF 0.01 INCHES PER HOUR. 14. PRIOR TO FINAL GRADING OF THE SCM, THE CONTRACTOR SHALL PROVIDE 2.2. NON 0-RING JOINTS (RCP) SHALL CONFORM TO ASTM C990 � � CONSTRUCTION AND SLOPE STABILITY. • RECOMMENDATIONS OF THE SITE GEOTECHNICAL ENGINEER MAY SUPERCEDE SUFFICIENT AS -BUILT SURVEY INFORMATION TO CONFIRM THAT THE FINISHED SCM \ ) 5. PRIOR TO PLACEMENT OF EMBANKMENT FILL, THE GEOTECHNICAL ENGINEER WILL WILL MEET THE SPECIFIC DIMENSIONAL REQUIREMENTS APPLICABLE TO THE SCM. THE ABOVE SPECIFICATIONS. ADDITIONAL REQUIREMENTS //I / / ^ \c,' Gam_:; _ FOREBAY FILTER DRAIN NORMAL POOL ELEV. 281.5 o OREBAY � o I / SUPERVISE THE FOUNDATION PREPARATION AND APPROVE THE DEPTH AND THOSE REQUIREMENTS INCLUDE: THE CLAY LINER SHALL BE PLACED UNDER THE BOTTOM OF THE SCM PERMANENT 1 / o • 'co -.^��, • -•' SEE DETAIL SHEET C7.6 o 0 I EXTENT OF THE CUTOFF TRENCH. POOL TO A MINIMUM THICKNESS OF 8 INCHES. A MINIMUM OF 4 INCHES OF TOPSOIL 1. SCMS MUST BE LOCATED WITHIN COMMON OPEN SPACE, AND WITHIN AN ACCESS POND BOTTOM ELEVATION = 277.0 FT / _ i60 11`" V NBOTTOM �� y �� _ _='=_ CV, A. ��= 280 N • / AND MAINTENANCE EASEMENT. _ _ 2� :. - V. 277 \ • .?c!: �� MAIN POOL / ''' BOTTOM I / 6. THE DAM AND FOREBAY BERMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH 100 YR FLOOD • DRAWDOWN OVERFLOW ELEVATION (NORMAL POOL) _ 281.50 FT THE FOLLOWING SPECIFICATIONS UNLESS SUPERCEDED BY THE GEOTECHNICAL 2. AN OPERATIONS AND MAINTENANCE MANUAL AND MAINTENANCE AGREEMENT """ �� / % I LINE PER SURFACE AREA AT NORMAL POOL ELEVATION - 19,043 SF -285 - F•REBAY80 ` // II ELEV. 276 / ENGINEER'S RECOMMENDATIONS.•MINIMUM EFFECTIVE SHALL BE PREPAREDAND PROVIDED TO THE OWNER. ADDITIONAL REQUIREMENTS 1� BOTTOM �� oLL I / FEMA • WEIR CREST ELEVATION= 284.00 FT (e.g. RECORDATION OF EASEMENTS, AGREEMENTS, ETC.) MAY APPLY. r� �'_� ��' E a o • BORROW MATERIALS FOR USE AS EMBANKMENT FILL SHALL BE FREE OF �� y ORGANICS, ROOTS AND OTHER WOODY VEGETATION OR ORGANIC DEBRIS. • RISER CREST ELEVATION= 284.25 FT • 280' p: �%j /y VL ^'• �F• -'•- _ • - ' ' ' j\ r • FILL MATERIALS SHALL CONSIST OF SOILS WHICH CLASSIFY AS SC, SM, CL, • AVERAGE TOP OF EMBANKMENT (+/- 0.1 FT) = 287.00 FT / RIPRAP DI •R ^ _ �� 4 . 2 W =10.5' L=28'0.5' CL-CH AND ML IN ACCORDANCE WITH THE UNIFIED CLASSIFICATION SYSTEM OR - - - - �_ 2��--'- 90 - / /`� RcO% , / 22.5" DEEP CLAS "1" AS APPROVED BY THE GEOTECHNICAL ENGINEER. - ¥ r ■ ■ Si ■ • ■ ■ ■ ■ ■ ■ ■ ■timm �� -_ _ 30" RCP ■ G c ■ ■ • ■ o ■ ■ ■ ■ ■ ■ :.2032� ( '.NiMINtommagnmamma� '/ i \ (d50 = 10") • FILL MATERIALS SHALL HAVE A MAXIMUM PARTICLE SIZE OF 3 INCHES IN MEAN 14. ELEVATIONS SHOULD BE WITHIN 0.1 FEET OF THE ABOVE ELEVATIONS FOR _ _ 19 - ��_ \ '.'f'� \ DIAMETER. O. - - - a= I EARTHWORK, AND 0.05 FEET FOR OUTLET STRUCTURE. ALL SURFACE AREAS ARE - ,� _ `� ��\�� \ 30 qh *, j\ / • FILL SHALL BE PLACED IN 8 INCH (MAXIMUM) LOOSE LIFTS UNDER THE THE MINIMUMS AREAS. REQUEST FOR A REDUCTIONS IN THE MINIMUM VALUES WILL - _ - - \` 290 R� - �` - - = P / / SUPERVISION OF THE GEOTECHNICAL ENGINEER OR THEIR REPRESENTATIVE. - - . ' ^ BE CONSIDERED ON A CASE BY CASE BASIS. 958 - y 1 . ,, :,n��'� o co /*BO / FILL SHALL BE BROUGHT UP BY BENCHING INTO THE EXISTING SLOPE. A MAXIMUM HEIGHT OF 2 FEET SHALL BE USED FOR EACH BENCH LIFT TAKING 15.ONCE THE PROJECT SITE HAS BEEN STABILIZED, CONTRACTOR SHALL OBTAIN li i- 8 00 ` I ti ! Al 1 ,� 15" RCP C ' / 03 , i I: v / / CARE TO REMOVE ROOT STRUCTURES AS THE FILL PROCEEDS. THE SURFACE APPROVAL BY EROSION CONTROL INSPECTOR IN ORDER TO REMOVE TEMPORARY OF EACH LIFT SHALL BE SCARIFIED PRIOR TO PLACEMENT OF THE NEXT LIFT IN EROSION CONTROL DEVICES. I i ` \ \ \ / / SCM �i .� \ I \ \ :7 \ / MAINTENANCE ORDER TO EFFECTIVELY TIE THE FILL LIFTS TOGETHER. ONCE ALL SEDIMENT AND EROSION CONTROL DEVICES HAVE BEEN REMOVED, Ii �� i :; AND ACCESS/ • - i I ,;; o \ \ \ \ \ ALL COMPACTION SHALL BE TESTED BY THE SAND CONE METHOD D-1566) THE SCM SHALL BE CONVERTED TO A PERMANENT SCM. - I i / I \ ,+n \ I EASEMENT / • (ASTM �, ^ ,� • II �. 1 li I i ` _ � _ _ \ \ \ \ \ 1 1•'' � i . ( i-; • ! ) \ •, i :, • i \ C: i \ \ \ \ \ \ \ \ \ \ \ \ \ 'r \ \ i \ \ 921 I �1 `< I * 11 i '�� u■ �' v \ \ `� \ \ \ \ ' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ♦ ,! \ \ \ \ \ r \ \ ( .:'= \ ,i; ' ♦ \.\ / / OR NUCLEAR METHOD (ASTM D-6938) AT A RATE OF AT LEAST ONE TEST PER • ALL SEDIMENT SHALL BE REMOVED AND DISPOSED OF PROPERLY. 5,000 SF PER ONE FOOT OF COMPACTED FILL THICKNESS IN GENERAL AREA • FOREBAY AND VEGETATED SHELF SHALL BE CONSTRUCTED AS SHOWN ON THE FILLS AND ONE TEST PER 50 LINEAL FEET PER LIFT ALONG THE BARREL. PLAN. •1 • THE MINIMUM COMPACTION SHALL BE A MINIMUM OF 95% OF THE MAXIMUM • VEGETATED SHELF SHALL BE PLANTED PER PLANT SCHEDULE ON LANDSCAPE / STANDARD PROCTOR DENSITY (ASTM D-698) AT MOISTURE CONTENTS VARYING PLAN (SEE SHEET L1.9). FROM 2 PERCENT BELOW TO 3 PERCENT ABOVE OPTIMUM MOISTURE CONTENT DETERMINED BY STANDARD PROCTOR TEST TO WITHIN 3 FEET OF THE FINAL 16. FINAL CERTIFICATION OF THE SCM BY A PROFESSIONAL ENGINEER IS REQUIRED. GRADE. CLAY LINER SPECIFICATIONS: I ' CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA 44.4 ■,,,,,,��■�jj�� .J� 4 •_ - �.�.y,_.,_. , �_� J \ ■ d ;, ♦ \ \� 7. SUBGRADE FOR THE RISER STRUCTURE AND OUTLET PIPE SHALL BE APPROVED BY THE CONTRACTOR SHALL INSTALL A CLAY LINER TO MAINTAIN A PERMANENT POOL AT ' •• w . ?; • ' :a '• , ' ' t • Y \ I�- �' \ oo °> \ ♦ \ - \ � • \\ THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT.IF THE GEOTECHNICAL THE DESIGN ELEVATION. IF THE SITE GEOTECHNICAL ENGINEER DETERMINES THAT ENGINEER REQUIRES ADDITIONAL SUBGRADE PREPARATION, THE ADDITIONAL THE EXISTING SITE CONDITIONS (SOIL PROPERTIES, EXISTING WATER TABLE, ETC.) • - �•'' ., :: ' 1 .�? 1 � � �� COST SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. -..� _ .... SCM 9 P LAN , 40 GRAPHIC SCALE 0 20 40 80 INDICATE THAT NORMAL POOL CAN BE MAINTAINED WITHOUT A CLAY LINER, THE 8. THE OUTLET PIPE SHALL BE BEDDED IN CONCRETE FOR 2/3 OF THE PIPE LENGTH, GEOTECHNICAL ENGINEER WILL PROVIDE NOTICE IN WRITING TO THE PROJECT BEGINNING AT THE RISER, AND IN #78 STONE FOR 1/3 OF PIPE LENGTH TO THE ENGINEER THAT THE CLAY LINER IS NOT REQUIRED. IF THE CLAY LINER IS NOT �� OUTLET. SEE DETAILS ON SHEET C7.6. INSTALLED, THE OWNER SHALL RECEIVE A CREDIT FOR THE DELETION OF THE LINER. 1 inch - 40 ft. 9. EMBANKMENT AND SIDE SLOPES OF THE BASIN SHALL BE STABILIZED PER SEEDING SCHEDULE ON EROSION CONTROL DETAILS SHEET OR SODDED. SEE LANDSCAPE AT A MINIMUM, THE CLAY LINER MATERIAL FOR THE WET POND SHALL MEET THE PLAN ON SHEETS L1.9 FOR FURTHER PLANTING DETAILS. FOLLOWING SPECIFICATIONS: . ',.,„ii ?7 FOREBAY -I - •. M I=1•.i`�1 BE GRADED ENTRANCE TO DEEPER THAN 4" TOPSOIL HANDWHEEL TO EXTEND 12" 10' (MIN)TOP OF DAM (MIN) ABOVE TRASH RACK MANHOLE STEPS (SEE NCDOT 840.66) ,,.,� :III=1 I I-1 - •. ,,. FOREBAY EXIT 74 IEI I ' i,,, VEGETATED SHELF VEGETATED SHELF , =1I1=1l -L. `\' :.,.. 3.1 '-III-1 ��'�%;�i�`� FOREBAY FILTER DRAIN ,04,`.w.`>`>�`.w,w.w.w.w.w>�`%•�-, ., Aso .��;� =1 =1 =1 =1 =1 =1 ��'�ii>., PLACE STEM SUPPORTS PER MANUFACTURERS _ N Z TRASH RACK (TYPICAL) I I1 • -11I, -'•%`�i�:��, (MIN) (SEE PLAN FOR LOCATION) `3 Z��`�'��=1 11=1 I I I I I I ., �' I I1=1 �I I1=1I1=111=111=111=111 111=1I � �<�, .` T/FTO RECOMMENDATION (SEE DETAIL ON SHEET C7.6) i111=1I1=1I III-1 I-1 1=11 6 1 v NORMAL POOL 1 �,� *- -I I 1=1 11=1 11-1 -1 I I -I 111 ��:�� FX/ST _6 p� -III-III III -III 4..o�.,��,�r;o;-- ,o ,:�� -1 _ �.., I _n - II1=1I1 - 1II„IIII-III I �- ;%.,*swi ,111- _ ..�;.,!yc _ _ I I1 i1I1-11 .�. Ili MowssVti _...... ll�lll. 11I1E1I El' 1I1-111E111-� �� RISER CREST ELEVATION 284.25 III„ 2 FOREBAY •` •� 2� :.! ---� Ii�„n�101�::=:::= . III_ I" "-111-III-I I I=1 �`•:N _ 'II=III=1I I -I , �„ 7 ti r ; `s ! ! �� • "-i 1„II1-I11=11'- . =II1=111E11=1-�'�*'Nr. I I III1I 1•:._ :! . .. POND BOTTOM 2�,,�IiL!i =1 , 2 x 24"W x 3"H WEIRS CREST ELEVATION 284.0 o' 1=_'.�I1R , , 11,F1' I I-III. -111411E111=1 ' '=111-1 �■�II�.: - - III .._: 1111� _.. 111w..=.. �111�. = jj1�.=;;,_... 111 �;;=:::_... _ _... ,,,� IIII. 1` .=;;,_... iI1� =1 I 1=1 I -I I 1=1 I 1=1 I 1=1 I r - u :=. =:::-i �!wl::._... ,,,awl::._... ,,,�w�::._... .dl�. l� _....d1�1 I I I,, III= ,,,�w�::._.. ,,,�w�:r-- _....ill�1 .i1�1 0ii0II.II.. „ CLAY LINER Om�::_: _....0 . .- �1 _.... 1�1 Wig.. ig.. - - ,, ._..._ -1I - - - -11-III- DRAWDOWN PIPE UPTURNED 12" '„�i�IIL:: ' IIII�IIL�111�.._ III=1 I I1=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111=1I1, - 11' -! To ESTABLISH NORMAL POOL 3000 PSI REINFORCED CONCRETE =,,. �I_::'-1_-= 111,; 11 -I II I II I I-111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111EI 111,,111-11i= I I -III -III- SECURED TO RISER WALL) COLLAR WITH 2-LAYERS #4 REBAR OPEN END 4" PVC r 9 AROUND PIPE (SEE SCM DETAIL SHEET C7.6) WET POND GRADING DETAIL NORMAL POOL ELEVATION 281.50 s 12 NOT TO SCALE 2.25" 0 ORIFICE • N DRILLED IN 4" CAP , I I ' SCM 9 PLAN & DETAILS .a 290 290 BALLAST CONCRETE 4"rPVC CLEANOUT •i • . 4" NRS GATE VALVE 24"W x 3"H FLANGED, CAST IRON BODY WEIR /- MANHOLE STEPS WITH STEM EXTENSION AND r r1 - @16" O.C. VERT. HANDWHEEL (SEE NCDOT 840.66) I -3000 PSI REINFORCED CONCRETE 10' MIN TOP OF DAM ELEV. 287 1 m d a. d COLLAR WITH 2-LAYERS #4 REBAR AROUND PIPE (SEE SCM DETAIL SHEET C7.6) 12"f 42"'0 RING' GASKETED CLASS III RCP r q . 4" DIP BOTTOM DRAIN (TEMPORARY -� SKIMMER ATTACHMENT FOR EROSION CONTROL) �% II ::. INVERT OUT = 275.50 • I [ " 6' VEGETATED SHELF %V 4" NRS GATE VALVE - ::; .;;:;: ii+:::;;.GROUT;;;;''': . • I °° ° a ° PIPE CRADLE ELEV. 281.0- 282.0 4" DIP SPOOL ": .. CAST IRON BODY 12' MIN _ �' : • : . •. a :' '• CONCRETE SEE DETAILS ON SHEET C7.6) SEE LANDSCAPE PLAN SHEET L1.9(PE FLANGED)FLANGED, '0 , ...•.; .• .. •, a•'<. PROPOSED GRADE x 42" -RING' • `.� �. '�J "� .�` .�' GASKETED �` 100 YR PEAK WSE = 285.67 OPEN END 4" PVC AT NORMAL POOL CLASS III RCP ANCHOR W/ DOWELS ` �� .f3�:w��I ` 285 285 . '� BALLAST CONCRETE �Q 1 :'• •� PIPE INSTALLATION MUST PROVIDE #4 REBAR X 12" @ 2' o.c. +/- A PIPE JOINT WITHIN 4' OF 2.25" O ORIFICE 4" PVC 4.7 CUBIC YARDS REQUIRED CLEANOUT (SEE ANCHOR DETAIL ON SHEET C7.6) RISER WALL FOR ARTICULATION DRILLED IN 4" CAP 0�• • 24"W x 3"H " AT RISER i;, ` 4" PVC TEE ._..._ .."', ;:;;. WEIR COMPACTED STONE OR PREPARED SUBGRADE e AS RECOMMENDED BY GEOTECHNICAL ENGINEER CONSTRUCTION JOINT AT PIPE JOINT co I I `` " °" RISER AND BALLAST CONCRETE HAVE BEEN SIZED BASED ON t ° a . a g ` °a , o <. BUOYANCY CALCULATIONS. ADJUSTMENTS ARE NOT PERMITTED WITHOUT PRIOR WRITTEN TO CONCRETE DIMENSIONS APPROVAL. ANY w 4" SCHEDULE 80 PVC SPOOL d a. ..a<... a .. < " S CM 9 DIMENSIONAL CHANGES TO BALLAST CONCRETE BASE AND RISER MUST (TYPICAL) 6" 5' 6" 1' BE REQUESTED IN~� WRITING BEOTH MPANIED BY BUOYANCY RISER DRAWDOWN DEVICE DETAIL CALCULATIONS SIGNED A D SEAAND LIED BY A NORUST CAROLINA SCM 9 %" =1'-0" REGISTERED PROFESSIONAL ENGINEER, NORMALPOOL=281.5 ^ RISER DRAWDOWN DEVICE PLAN 3 "_ -1'-0" lob No. 02190372.10 Drawn By WR NORTHWEST SOUTHWEST NORTHEAST SOUTHEAST Date 11/05/2020 Designer WR 280 280 MANHOLE STEPS °oo000000oo00p00CA o o00, o°°° N0 o\'°\°°°°°° �, 0O, o � °° FFSS/p� °/°°0/2 0 o o�� `9'�' o o Q g e o SEAL o e o g 042669 : o a% o 0 °o%�°V'✓�jIN��°oo°-�o° oo FS o °R°•°o °��°o 4 P� o00 west a 0°00000000°°- 6/8/2021 Z \ MAIN POOL RISER CRESTAll _AL))4 EXISTING GRADE - _ , slim i77Q� •_•- -_ 1-6 T 1-6 __ 24„ 6"(MIN) ' 1 (TYPICAL) I iv 5 - OPEN @ NORMAL (TYPICAL) 2" Rc LF• 42" NORMAL POOL POOL ELEV. 6, �.-Docusigne�N�yo P CONTRACTOR TO @ 1'65% ? •• EXCAVATE TO PROVIDE POSITIVE DRAINAGE 4" PVC ORIFICE PIPE INVERT l-1, 1 O 1 12" \ (MIN) - Revisions rn 275 �- 275 00 1 PER TONS COMMENTS 2021.03.08 ' _ V x r' .• , :a ' '� RIPRAP DISSIPATOR \ 2 20210414cimo a, .' co / • a - L ilprimo 12"3 MIN / 1 \ I :::z:::::::::2021.05.12 4 PERTOHSCOMMENTS 2021.06.09 w PROFILE VIEW a��0� 4" BOTTOM DRAIN INVERT _ GRAPHIC SCALE v 42" OUTLET INVERT: 275.50 a 1 - 20 HORZ. - "-2' VERT. CONCRETE CRADLE #8 SEE DETAIL SHEET C7.6 STONE 7 WASHED S BEDDING z GROUT ...................... :::.::.:::.:::.: ::.::::' _ ";:. ;::(::::::::::.. ::(:::::;•:RO•:::•::(::::(:::.;:....• FILTER DIAPHRAGM 20 40 SEE DETAIL SHEET C7.6 4 DIP DRAIN 270I I 1 -0+50 0+00 0+50 I 1+00 I270 1+50 1_ SCM #9 Sheet No. C7.3 SCM 9 PROFILE RISER INSIDE WALL ELEVATIONS %" 1'-0" = DocuSign Envelope ID: 31EF700B-AA60-436F-9028-CODF3C43D76F K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\C7.0 - C7.6 SCM.dwg- Tuesday, June 8, 2021 2:55:00 PM - KNIGHT, KATHERINE ■ ■ ---� / `�' N\ �- J /% �� /ice - C �/ �� /J///"T -7- �// imo WithersRavenel%. Engineers 1 Planners I Surveyors 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.3340 I license #: C-0832 I www.withersravenel.com l_ �_/ �� _�_ r , ' ^ gS / i j / /// / )� / / / / / / , / , '`�4,- 2'1 FOREBAY ENTRANCE TO 4" TOPSOIL / _ _/____ / / i i / / I=11 -.4'. q'I� BE GRADED DEEPER THAN 10' (MIN)TOP OF DAM i -/ // ✓ / / / �/ / , , :111E 111-1 �ji FOREBAY EXIT _ - -- - / I I=1I I=III= •&�i&- VEGETATED SHELF VEGETATED SHELF ,w,w,w,w,w,wm.,xis-, ��`%�`.w.w . 11 1 11 1 �`ii;i 3'1 5' FOREBAY FILTER DRAIN yo �!� . -- - - - - \ 1_ / �� / / / / %�/ 11-111=111=1 _``-\\ ,��;`�. (SEE PLAN FOR LOCATION) 11111111111111111111 ,''N�. -- \ -_ c / / i / / i =III -III -III -I (MIN) ,w.</,�`%`__1I 3 oo' -III-III-III-III-III-III-III-III-III-I I I ei r Ti `'``;> _ _ - �� _ - 1� / / s i % "=111 ,111-111=1 ' n / ' // / =111E111=111=1 � p NORMAL POOL - ,,,,��. 1 61 ,�....=111=111„111=11'- "=11 L-,III=11I ,�� rGFX�s ��!.,,: TN o�d ' l- _ j �' / p/ / c j 0y / �- _ ".. -III-I 11=111_ -I 11-111E111=111 _%�oN� :=.. _ / j / / n� i i ? ��' / / / / f / -III, 111 - • ,�.��,w(-- - 1=� i _I 11=, I I 1=1 I I oi��`, _ ii I \ / ; it / 111 1!!!�!' `■;ilo� 1�• ? 1 , _!! r�oL 2. FOREBAY !!�■In nu�m�!! -I - � i -I 11- I I I I-i • ; �� - _ �/ / /� 6' VEGETA I SHELF - / o / ` 2g / / -� i .III1 I 1 itii-- _ :_ 1 ti: liiii0 FOREBAY _ 111=1 i o� -1 11=111=1 �- ' =111; '`.*,>., i-- -` _-_- ELE 82.0 - 283.0 N // / „ G \ � 1 \ / / / / / / `/. III -III-_ �I` 21�l�'"� _. _ n -.:_ BOTTOM _. " " " - 1; ,,� ,111E111=11 '\ \ SEE I_ DSCAPE PLAN =III I - � !!�: - - - -��' iii�n!rE=_=njr'i::�!Ir'::=: _ -lii�!!'___" -iii�!!!rye=::'-iii�nlr'"=::�-iii� - _POND _ - - _: iii�!!Ir'@=::'-iii�ii - - !� =III=11- I=III=III=I I ` - V 0 / / / ' I = - ` ! % I_ :_. _,=:::iiiil!n°!::_::::�i1!!!_!::_:::: n1!n�!::_:::PE! ' !::_�i1!!!�!::__:::: i1!n�!::_::::a11!n�!..=_: CLAY LINER ,11_::::a1!n�!..=: _ -1 . =1 = - I I I1- \ / _-/ \- SHEET L1.9 � J > ` - z9ojI'�.� I' � / / ; / s -- -1IIIi �IIIL:.._::-'j�IIIL._ I I11- .-I �=_ �I�!!��!!_-= II1=1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1II-1I11 I -i \ / / / / / III 1111 III III III III III III III III III III III III III III III III III III III III III- / I, III - \ox /� 00� / I _ „III 1 I I, III- 111= �� 275 T - / _ =f� ./ / / - ---- 1,4 / / �l WET POND GRADIT NG DETAIL / --,��.•.. f� s5 000 �_� �� al i / / /�$p / / / ,/ - ^\ \ (/ TO \ \ \ I \ WET POND STORMWATER CONTROL MEASURE (SCM) GENERAL NOTES: 5,000 SF PER ONE FOOT OF COMPACTED FILL THICKNESS IN GENERAL AREA • FOREBAY AND VEGETATED SHELF SHALL BE CONSTRUCTED AS SHOWN ON THE THE CLAY LINER SHALL BE PLACED UNDER THE BOTTOM OF THE SCM PERMANENT / / RIPRAP DISSIPATOR , - i / i / / 2go / ` �= `: • FO1RE:A T , _r•_i� - L=15', W =7.5' / `d /� , ' ,.- BOTTOM / - - l O� / O - �- - _ ` -`:; 18" DEEP CLASS "B" - - / DcA / / J / •< o FOREBAY FILTER DRAIN L� / (d50 = 6") - - - i • 28 -SEE DETAIL SHEET C7.6 - / _ / i g5� �� / o, rt/ �/� - - - - - - -��, - / �- / , - J / / -//� / / i 300--- �' / / �, I , ♦ ` • 0 • \ i ,\ y �/ / \ \ \ ` \ \ \ FILLS AND ONE TEST PER 50 LINEAL FEET PER LIFT ALONG THE BARREL. PLAN. POOL TO A MINIMUM THICKNESS OF 8 INCHES. A MINIMUM OF 4 INCHES OF TOPSOIL \ \ 1. PRIOR TO OR DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE \ \ SHALL BE PLACED ABOVE THE CLAY LINER TO THE FINISHED GRADE AS SHOWN ON \ \ \ ENGINEER OF ANY DISCREPANCIES IN THE PLANS OR SPECIFICATIONS. • THE MINIMUM COMPACTION SHALL BE A MINIMUM OF 95% OF THE MAXIMUM • VEGETATED SHELF SHALL BE PLANTED PER PLANT SCHEDULE ON LANDSCAPE ` l \ \ THE DRAWINGS AND/OR DETAILS. CARE SHALL BE TAKEN WHEN PLACING THE TOPSOIL \ I \ \ \ 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STANDARD PROCTOR DENSITY (ASTM D-698) AT MOISTURE CONTENTS VARYING PLAN (SEE SHEET L1.9). SO AS TO DAMAGE THE CLAY LINER. A CLAY/SOIL, NO ORGANICS, MIXTURE MAY BE s \ \ \ \ \ \ STATE (e.g. MINIMUM DESIGN CRITERIA), AND LOCAL STANDARDS AND FROM 2 PERCENT BELOW TO 3 PERCENT ABOVE OPTIMUM MOISTURE CONTENT 16. FINAL CERTIFICATION OF THE SCM BY A PROFESSIONAL ENGINEER IS REQUIRED. \ \ DETERMINED BY STANDARD PROCTOR TEST TO WITHIN 3 FEET OF THE FINAL USED IF THE ABOVE SPECIFICATIONS ARE SATISFIED AND WITH WRITTEN APPROVAL \ \ (P \ \� \ SPECIFICATIONS, HEREBY INCORPORATED BY REFERENCE. CLAY LINER SPECIFICATIONS: BY THE GEOTECHNICAL ENGINEER. \ GRADE. / / �� j _ �/ �J _ - ",� / / NORMAL POOL ELEV. 282.5 pI �� / Vy I / / �� \ \ \ \ 3. CONTRACTOR SHALL OBTAIN A COPY Al: THE SITE GEOTECHNICAL REPORT. THE \ \ '- \ THE CONTRACTOR SHALL INSTALL A CLAY LINER TO MAINTAIN A PERMANENT POOL AT PRECAST CONCRETE MATERIALS NOTES: 7. SUBGRADE FOR THE RISER STRUCTURE AND OUTLET PIPE SHALL BE APPROVED BY �i - - - - / / // i / - - / / / _ -.0-'" �� 7 /MAIN POOL f - ` � / / / _ - Z�5 �I \\ BOTTOM / \ REPORT AND ITS RECOMMENDATION SHALL BE PART OF THE STANDARDS AND \ \ THE DESIGN ELEVATION. IF THE SITE GEOTECHNICAL ENGINEER DETERMINES THAT '_ -) \ \ % ) SPECIFICATIONS FOR CONSTRUCTION OF THE SCM. UPON COMPLETION OF THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT.IF THE GEOTECHNICAL 1. ALL PRECAST CONCRETE STRUCTURES SHALL CONFORM TO ASTM C913 / ENGINEER REQUIRES ADDITIONAL SUBGRADE PREPARATION, THE ADDITIONAL THE EXISTING SITE CONDITIONS (SOIL PROPERTIES, EXISTING WATER TABLE, ETC.) OR C478 �/ - -290 �� / / � } i / �� / , i i / i % / _ - / f % - / ` / �- �- 2g5 / i - / ✓ �� i ` \1/4\ � o� / ELEV 277 / �I�� I \ \ / x / / / y` I �♦ �� \ \ ` / 6'. / / ��\ \\Zys I ♦ ♦�� \ , ` / 00 IfI ' _ � "st • 29 �j �� \o �� I �� \ ' SCM MAINTENANCE ‘,.\., 2g5 �� AND ACCESS j \ 3p V / (RECTANGULAR) (ROUND). / J / / CONSTRUCTION, CERTIFICATION OF THE SCM BY THE GEOTECHNICAL ENGINEER INDICATE THAT NORMAL POOL CAN BE MAINTAINED WITHOUT A CLAY LINER, THE ^ / / WILL BE REQUIRED PRIOR TO FINAL SCM ACCEPTANCE. COST SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. 2. ALL REINFORCED CONCRETE PIPE SHALL CONFORM TO ASTM C76 CLASS III / / GEOTECHNICAL ENGINEER WILL PROVIDE NOTICE IN WRITING TO THE PROJECT 8. THE OUTLET PIPE SHALL BE BEDDED IN CONCRETE FOR 213 OF THE PIPE LENGTH, UNLESS OTHERWISE NOTED), � S / _ 4. THE GEOTECHNICAL NIAN ENGINEER SHALL EVALUATE SOILS FOR SUITABILITY OF DAM ENGINEER THAT THE CLAY LINER IS NOT REQUIRED. IF THE CLAY LINER IS NOT ( ) \ / / / CONSTRUCTION AND SLOPE STABILITY. BEGINNING AT THE RISER, AND IN #78 STONE FOR 1/3 OF PIPE LENGTH TO THE INSTALLED THE OWNER SHALL RECEIVE A CREDIT FOR THE DELETION OF THE LINER. 2.1. 0-RING JOINTS RGRCP SHALL CONFORM TO ASTM C443 &ASTM C361. \ \am // / 5. PRIOR TO PLACEMENT OF EMBANKMENT FILL, THE GEOTECHNICAL ENGINEER WILL OUTLET. SEE DETAILS ON SHEET C7.6. 2.2. NON 0 RING JOINTS (RCP) SHALL CONFORM TO ASTM C990 ``� J l o SUPERVISE THE FOUNDATION PREPARATION AND APPROVE THE DEPTH AND 9. EMBANKMENT AND SIDE SLOPES OF THE BASIN SHALL BE STABILIZED PER SEEDING AT A MINIMUM THE CLAY LINER MATERIAL FOR THE WET POND SHALL MEET THE / �o / / SCHEDULE ON EROSION CONTROL DETAILS SHEET OR SODDED. SEE LANDSCAPE \ / / / EXTENT OF THE CUTOFF TRENCH. FOLLOWING SPECIFICATIONS: \ // // PLAN ON SHEETS L1.9 FOR FURTHER PLANTING DETAILS. ADDITIONAL REQUIREMENTS ` - - 3p �j /� - S EASEMENT � /' / / 6. THE DAM AND FOREBAY BERMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH • UNIFIED SOIL CLASSIFICATION SYSTEM DESIGNATION OF CL, CH, ML, OR SC I ' ``` �\ \ \ � 1/ ( / 10. IF, DURING CONSTRUCTION, THE SCM IS TO BE USED AS AN EROSION CONTROL CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA / 2 �� I ��, 95 /\ \ \ / THE FOLLOWING SPECIFICATIONS UNLESS SUPERCEDED BY THE GEOTECHNICAL 1. SCMS MUST BE LOCATED WITHIN COMMON OPEN SPACE, AND WITHIN AN ACCESS l / \\ \ ,~ \ ° \ / MEASURE, THE FOREBAY BERM(S) SHALL NOT BE INSTALLED DURING THE INITIAL • MINIMUM OF 40 /o PASSING #200 SIEVE _ �� / 1 \ \ \` / ENGINEER'S RECOMMENDATIONS. AND MAINTENANCE EASEMENT. \ ` \ /300 \ �/ �'o \ \ I / / CONSTRUCTION OR WHILE THE SCM IS USED AS AN EROSION CONTROL MEASURE. �� \ \ \ \ / )�� / • MINIMUM PLASTICITY INDEX OF 12 2. AN OPERATIONS AND MAINTENANCE MANUAL AND MAINTENANCE AGREEMENT / -� - x �� / / \ \ \ \ \ \ \ % • BORROW MATERIALS FOR USE AS EMBANKMENT FILL SHALL BE FREE OF - - / \i �`��95�� I \ \ \ \ /( f / / / ORGANICS, ROOTS AND OTHER WOODY VEGETATION OR ORGANIC DEBRIS. 11. THE FOREBAYWITH E SAME REQUIREMENTS, • MAXIMUM PERMEABILITY OF 1 X 105 cm/sec SHALL BE PREPARED AND PROVIDED TO THE OWNER. ADDITIONAL REQUIREMENTS \ 1) 1p \ \ \ �' \ /1�- - � ��` \ I AND USING THE SAME METHODS ASTHEDAMTED �oh� SEE NOTE 5).(e.g. RECORDATION OF EASEMENTS, AGREEMENTS, ETC.) MAY APPLY. ) / ( ) / _ �\ 305 j \ \ ` ` l � \ < • FILL MATERIALS SHALL CONSIST OF SOILS WHICH CLASSIFY AS SC, SM, CL, • A MINIMUM OF 2 TESTS OF EACH ABOVE PARAMETER SHALL BE PROVIDED �� \ _ / - ---- - ) \ - \ \ \� G/\ \ \ CL-CH AND ML IN ACCORDANCE WITH THE UNIFIED CLASSIFICATION SYSTEM OR 12. UNLESS OTHERWISE NOTED, ALL PERMANENT STRUCTURES (e.g. RISER/BARREL, FROM AN APPROVED LABORATORY ON THE LINER MATERIAL AND PRESENTED \\\ % \ / - ) AS APPROVED BY THE GEOTECHNICAL ENGINEER. WEIR WALLS, ETC.) ARE TO BE INSTALLED WITH THE INITIAL DAM CONSTRUCTION. TO THE ENGINEER FOR APPROVAL PRIOR TO PLACEMENT OF THE MATERIAL. - i \ l\ \ �_ o \ -� \ ( )O \ \ % / 13. FOR SITE BUILT FEATURES (e.g. WEIR WALLS, DROP STRUCTURES, BRIDGES, ETC.), • COMPACTION TO A MINIMUM OF 95% OF THE MAXIMUM STANDARD PROCTOR \ r ��5 i / (� \ \ i / ^ \ \ / / / / \� / ��,. / / / ��5 / \ \ \ \ \\ / J / / \ \ \ 1 \ \ \ \ \ \ / �.9 \\\ \\\\ \ \\ / 310� / J / // / / - �) - ` \ \ \ \ _-- \ N \ �� / J - \ \ \ t \ \ \ \ �� _ _� \ / \ \ \ \ �� \ % J , . _\\ N a� . E �� - \ \ \ \ \ \ I I \ 40 \ \ GRAPHIC 0 l . • FILL MATERIALS SHALL HAVE A MAXIMUM PARTICLE SIZE OF 3 INCHES IN MEAN THE CONTRACTOR SHALL PROVIDE STRUCTURAL DRAWINGS TO THE DESIGN DENSITY ASTM D-698 AND WITHIN 3% OF THE OPTIMUM MOISTURE CONTENT \ DIAMETER. ( ) \ ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. (MINIMUM OF 1 COMPACTION DENSITY TEST PER 2500 SQUARE FEET). • FILL SHALL BE PLACED IN 8 INCH (MAXIMUM) LOOSE LIFTS UNDER THE \ SUPERVISION OF THE GEOTECHNICAL ENGINEER OR THEIR REPRESENTATIVE. • AN IN -PLACE MAXIMUM INFILTRATION RATE OF 0.01 INCHES PER HOUR. FILL SHALL BE BROUGHT UP BY BENCHING INTO THE EXISTING SLOPE. A 14. PRIOR TO FINAL GRADING OF THE SCM, THE CONTRACTOR SHALL PROVIDE • RECOMMENDATIONS OF THE SITE GEOTECHNICAL ENGINEER MAY SUPERCEDE \ MAXIMUM HEIGHT OF 2 FEET SHALL BE USED FOR EACH BENCH LIFT TAKING SUFFICIENT AS -BUILT SURVEY INFORMATION TO CONFIRM THAT THE FINISHED SCM THE ABOVE SPECIFICATIONS. N i CARE TO REMOVE ROOT STRUCTURES AS THE FILL PROCEEDS. THE SURFACE WILL MEET THE SPECIFIC DIMENSIONAL REQUIREMENTS APPLICABLE TO THE SCM. \ OF EACH LIFT SHALL BE SCARIFIED PRIOR TO PLACEMENT OF THE NEXT LIFT IN THOSE REQUIREMENTS INCLUDE: SCALE ORDER TO EFFECTIVELY TIE THE FILL LIFTS TOGETHER. • POND BOTTOM ELEVATION = 277.0 FT 20 40 80 SCM 10 P LAN • ALL COMPACTION SHALL BE TESTED BY THE SAND CONE METHOD (ASTM D-1566) • DRAWDOWN OVERFLOW ELEVATION (NORMAL POOL) = 282.50 FT TRASH RACK (TYPICAL) OR NUCLEAR METHOD (ASTM D-6938) AT A RATE OF AT LEAST ONE TEST PER HANDWHEEL TO EXTEND 12" • MINIMUM SURFACE AREA AT NORMAL POOL ELEVATION = 12,721 SF ABOVE TRASH RACK (SEE DETAIL ON SHEET C7.6) 1 inch = 40 ft. (MIN) -®• WEIR CREST ELEVATION= 285.00 FT ,- 295 295 • RISER CREST ELEVATION= 286.50 FT N MANHOLE STEPS @16" O.C. VERT. • AVERAGE TOP OF EMBANKMENT (+/- 0.1 FT) = 290.00 FT PLACE STEM SUPPORTS (SEE NCDOT 840.66) / PER MANUFACTURER'S RISER CREST ELEVATION 286.5 RECOMMENDATION / / 14. ELEVATIONS SHOULD BE WITHIN 0.1 FEET OF THE ABOVE ELEVATIONS FOR EARTHWORK, AND 0.05 FEET FOR OUTLET STRUCTURE. ALL SURFACE AREAS ARE THE MINIMUMS AREAS. REQUEST FOR A REDUCTIONS IN THE MINIMUM VALUES WILL 12"W x 18"H WEIR CREST ELEVATION 285.0 EXISTING GRADE / BE CONSIDERED ON A CASE BY CASE BASIS. 15. ONCE THE PROJECT SITE HAS BEEN STABILIZED, CONTRACTOR SHALL OBTAIN DRAWDOWN PIPE UPTURNED 12" n n / APPROVAL BY EROSION CONTROL INSPECTOR IN ORDER TO REMOVE TEMPORARY TO ESTABLISH NORMAL POOL 3000 PSI REINFORCED CONCRETE EROSION CONTROL DEVICES. (SECURED TO RISER WALL) / / • ONCE ALL SEDIMENT AND EROSION CONTROL DEVICES HAVE BEEN REMOVED, NORMAL POOL ELEVATION 282.50 /- OPEN END 4" PVC n 9 COLLAR AROUND WITH 2-LAYERS #4 REBAR PIPE (SEE SCM DETAIL 10' MIN TOP OF DAM / THE SCM SHALL BE CONVERTED TO A PERMANENT SCM. I SHEET C7.6) SCM 10 PLAN & DETAILS ELEV. 290 • ALL SEDIMENT SHALL BE REMOVED AND DISPOSED OF PROPERLY. 2" 0 ORIFICE • 12" 1 / DRILLED IN 4" CAP ill 290 I 290 n 6' VEGETATED SHELF 7 ELEV. 282.0- 283.0 4" PVC CLEANOUT 1;;;;;:; ,. SEE LANDSCAPE PLAN SHEET L1.9 BALLAST CONCRETE n n / 4" NRS GATE VALVE / 100 YR PEAK WSE = 288.04 FLANGED, CAST IRON BODY MANHOLE STEPS WITH STEM EXTENSION AND HANDWHEEL E O.C. VERT. 3000 PSI REINFORCED CONCRETE (SE (SEE NCDOT 840.66) COLLAR WITH 2-LAYERS #4 REBAR 30" '0-RING' / AROUND PIPE (SEE SCM DETAIL �12�'t p GASKETED SHEET C7.6) 4"DIP BOTTOM DRAIN TEMPORARY ( ER ATTACHMENT FOR SKIMMER 1 I CLASS III RCP / °. EROSION CONTROL) '`� � INVERT OUT 277.00 I _ . � = co _ d ° < O a d a, ®O® 2 ° 4" NRS GATE VALVE FLANGED, CAST IRON BODY• . :;;::us:::::;:::...- a I < I• a < ", ... • , •' : •: a ®. �•' CONCRETE PIPE CRADLE , ...•. ; • •.. .. d. < (SEE DETAILS ON SHEET C7.6) 4" DIP SPOOL a OPEN END 4" PVC 30"'0-RING' ��•�� y.�0�0.0�� . T � �� ' 285 285 (PE x FLANGED) 12"W x 1EIR WEIR AT NORMAL POOL GASKETED CLASS III RCP �i `a j �� PIPE INSTALLATION MUST PROVIDE 2" 0 ORIFICE a Ego!!! 4" PVC .f' 1 A PIPE JOINT WITHIN 4' OF / DRILLED IN 4" CAP CLEANOUT ° a ANCHOR W/ DOWELS RISER WALL FOR ARTICULATION 4" PVC TEE #4 REBAR X 12" @ 2' c.c. +l- AT RISER / ill ° -� (SEE ANCHOR DETAIL ON SHEET C7.6) J BALLAST CONCRETE CONSTRUCTION JOINT AT PIPE JOINT ro / COMPACTED STONE OR PREPARED SUBGRADE 1.7 CUBIC YARDS REQUIRED a AS RECOMMENDED BY GEOTECHNICAL ENGINEER RISER AND BALLAST CONCRETE HAVE BEEN SIZED BASED ON _ 6 4" SCHEDULE 80 PVC SPOOL - . ; a a BUOYANCY CALCULATIONS. ADJUSTMENTS TO CONCRETE DIMENSIONS / NORMAL POOL = 282.5 (TYPICAL) 6" 4� 6" 1 _ ARE NOT PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. ANY SCM 10 DIMENSIONAL CHANGES TO BALLAST CONCRETE BASE AND RISER MUST BERELATIONDI AND MUST COMPANIED BY BEASEALED / RITI NDRTHAROLINABUOYANCY SCM 10 RISER DRAWDOWN DEVICE DETAIL BY A CALCURISER DRAWDOWN DEVICE PLAN 8" = 1'-0" REGISTERED PROFESSIONAL ENGINEER, lob No. 02190372.10 Drawn By WR s 1`0 SOUTHEAST NORTHEAST SOUTHWEST NORTHWEST Date 11/05/2020 Designer WR 280 280 \ o00000000 000°°N C q R °0000 oo Q� 00 000 °°°00000000°o / o°o c =Oo °�FESS/� °oo�fi c o ° Q� °� o SEAL o . 0 0 0 0 042669 : 0 •0 0 .. oo °°o° o' 00 o<s(°Op00000°°P DocuSignedo � p oo° °ooR, 000o °°p000000 (Atli6/8/2021 2021_`� / I i \ MANHOLE STEPS CONTRACTOR TO - - - - i MAIN POOL RISER CREST EXCAVATE TO PROVIDE = _ _ - - - - - r OPENJ POSITIVE DRAINAGE - - - - - T 1'-6" / 12" LF PROPOSED GRADE 1 82.06 _ RIPRAP DISSIPATOR 1 RCP 30" 91% p r -- N @ NORMAL p 9 - - - - - • a a - NORMAL POOL POOLW11t.S -y :4 (TYPICAL) . I I Revisions �- 1�*�*'I-4 •'I'I'I'I .-.. .=. . .-. a a• o. d . • .< e. 4" PVC ORIFICE PIPE INVERT I-1 ) 12" , co 1 PER TONS COMMENTS 2021.03.08 / =,. -!�..z4z��ez-",�� (MIN) y� 6°(MIN) p 9 o> 275 0 •�-'•__...._ �=f 275 ( (TYPICAL) - �- 2 PER TONS COMMENTS 2021.04.14 #78 WASHED CONCRETE CRADLE STONE BEDDING , FILTER DIAPHRAGM SEE DETAIL SHEET C7 6 SEE DETAIL SHEET C7.6 p 9 3 PER TORS COMMENTS 2021.05.12 o - / 12" (MIN) p 9 ii ` 4 PER TOHS COMMENTS 2021.06.09 1 I�- 1 PROFILE VIEW 4" BOTTOM DRAIN INVERT GRAPHIC SCALE 30" OUTLET INVERT: 277.00 io \ i = 1 20 HORZ. _:::::::::::.:.;;: .......GROUT........... :. :. :::CROUT:::::::::::. :::::::::::::::GROUT::::::::::;:::::::::..;: GROUT::::::: • ... 1" = 2' VERT. o - 0 0 40 = Z ^ 4" DIP DRAIN 270 27� CD Sheet No. C7.4 I I I I SCM #10 -0+50 0+00 0+50 1+00 1+50 2+00 RISER INSIDE WALL ELEVATIONS SCM 10 PROFILE %"=1,4, DocuSign Envelope ID: 31EF700B-AA60-436F-9028-CODF3C43D76F K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\C7.0 - C7.6 SCM.dwg- Tuesday, June 8, 2021 2:58:07 PM - KNIGHT, KATHERINE /310� _ !� �- -� Imo WithersRavenel%. Engineers 1 Planners I Surveyors 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.3340 I license #: C-0832 I www.withersravenel.com �_ �� -� �� /� �� ~� \ ^ - - " 1 - �� ,, 2'1 FOREBAY ENTRANCE TO 4" TOPSOIL I �- '- 1 / �- ,- - <'.* . i 10' MIN TOP OF DAM `� �- _ _ - =1 I = ��, BE GRADED DEEPER THAN ( ) i_ - • % - ^ - �� - 1_ =1 I I I =1 = >�,, FOREBAY EXIT - ` � i - - - VEGETATED SHELF VEGETATED SHELF `.wm.wm>�`%�`m;•04: 310� 11=I I I=1 I - \'&4````\ J � _ �, _� _/ 3, J / `__ r-�/ -�- �III=III-I o`.�, L - / I1I 1=1I 1=1 ``�`%`ii., \__ - -� / �/' ��_ L n \ I - -111E11 111-1 ��`�%2.•< FOREBAY FILTER DRAIN `„`�zz,�`%`,w.w 5' 31 .�.� ��ii. SEE PLAN FOR LOCATION �`%` =1I 1=1I 1=1I 1=1I 1=1I 1=1I III -I "'�`'Niio .. (MIN) ( ) ,/��- o%`-I I1=1I1=111=111=111=111=111=111 111=1I I '�` `%co 7 Tl 7. �`' _ - - � � J - - - - - - - -- - - - - - "=111; i111=111=1 III,; 111=1 �-..' 4Zz' 7 •.., NORMAL POOL �1�>�vz *-�_=1I1=1I1 =111=I I'- =1I1-,111=11I- ,,v FX7S TANG -1I1-1 1=111=I -I11=1 1-I -I - � __ --� II -III _••o :_ aii - .v,_. _,. „I� r•..;. I 1 1 1. 1•, I-IIL�III�!III�IIII� 1 -II I-I11, 1iI ��5��e, �' �. -� - Tit 305 - _ - - - - - III =-1 - \ - - - L�Iiiiiki_ I _ I I1=1 - �'�'iue 2 �� 2. FOREBAY :. 1 FOREBAY BERM 1 `z.�-!'=' it i1 . r� - -I 11-I-111-111-III-III �0� I =I1 =1I 1="- "=11 111=1I1E11 -`*,> -, _ - - _ - _ _ - II IIL�In�"I" u� +. POND BOTTOM '" "' �� J - - 305 I1-11I. -III=1I1-I I1-I - '-II1-1I1-III-1I __` -305- �� _ I-1I1-1 '„ii,11-I•- - _.- ,;,�.�;;._._ '� ,,;�,�;;._:.. 11,�.,,E;;._... II,m.�;;._... ,,,,..�;;,_... Il,m„�;;,_... _ _.. II,m.�;;,_... iiT11• 1211 �iai�-III=11 aNiiii �- f ✓ �/ -I11=III= �' -IIL...=:: _.. :k„, m1!n�!11'� u1!n�!11'� . i�llulw�.. i!llu igNiiiiT CLAY LINER = '- I =111='' "' I I -111- 300 6' VEGETATED SHELF ~---- - - _ I 11=1 "�"�i ^ - _ - IIL-4--liifmg -'- -III-IIII 11=1 II 11=1 11=1 11=1 II 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I-1 111 11=1 11=1 11=1 II 11=1 I' / - =I11=1I -- II1=111 II1=111-111=111=111=111=111=111=111=111=111=111=111=111=111-111=111=111=111=111=111=111='' - ----......Ti- \ ELEV. 287.5 _ 300 _ _ _ - - - _ _ - 1-1111„1I1=111=''' SEE LANDSCAPE PLAN -__ - . 295 - 300_ - - - - / moo SHEET L1.9 295 WET POND GRADING DETAIL - _ ��h 290-- �- �r 1 295 \ - - �� NOT TO SCALE -� • . \- .1 1. 285 --- - -- 285 _____�--0------ .- W - _-2 i - _ ` 285--�`--__- � T- 90 N, W - s - _ �- 285 - - _ - �_. �� WET POND STORMWATER CONTROL MEASURE (SCM) GENERAL NOTES: • ALL COMPACTION SHALL BE TESTED BY THE SAND CONE METHOD (ASTM D-1566) 14. PRIOR TO FINAL GRADING OF THE SCM, THE CONTRACTOR SHALL PROVIDE AT A MINIMUM, THE CLAY LINER MATERIAL FOR THE WET POND SHALL MEET THE i, _ - - - ____ / _ / i 300 - / _ \ / l -•` �� - _ - - - - - �, J _ - s - _ -� 1 - - -300 FOREBAY FILTER DRAIN i ` - - - - -� SEE DETAIL SHEET C7.6 \\*- _ _ _ / !1-' .... - \ _, �.,.; _ •``-- - NORMAL POOL ELEV. 287.0 r , _� - / 'r„�.�i" - - - - - - - - `� _ ' - - / I i ' �s - - -/ / r'� i �` MAIN POOL - i _ - BOTTOM i \ \ + _2g5 ` " ELEV. 282 / / + .! - ..---= . \ �J _ - / �r �i/' / �\ / 28:�"� - \ . _ --. - �� • - - __... y� / -r- i \ - - _ -N , - - r�< ~ \-FOREBAY - V. �_ BOTTOM ^ ELEV.282� % =.•.•�� - X.f ' ' 5 �. -'• - .;i %a _ -� - _ 2g0 % / - % - - - _ /-� '290- 1-- - - - - - - �' r - / - _ - -� - - �� 1. PRIOR TO OR DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE OR NUCLEAR METHOD (ASTM D-6938) AT A RATE OF AT LEAST ONE TEST PER SUFFICIENT AS BUILT SURVEY INFORMATION TO CONFIRM THAT THE FINISHED SCM FOLLOWING SPECIFICATIONS: 5,000 SF PER ONE FOOT OF COMPACTED FILL THICKNESS IN GENERAL AREA WILL MEET THE SPECIFIC DIMENSIONAL REQUIREMENTS APPLICABLE TO THE SCM. / ENGINEER OF ANY DISCREPANCIES IN THE PLANS OR SPECIFICATIONS. • UNIFIED SOIL CLASSIFICATION SYSTEM DESIGNATION OF CL, CH, ML, OR SC FILLS AND ONE TEST PER 50 LINEAL FEET PER LIFT ALONG THE BARREL. THOSE REQUIREMENTS INCLUDE: Zc 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, ° • MINIMUM OF 40% PASSING #200 SIEVE STATE (e.g. MINIMUM DESIGN CRITERIA), AND LOCAL STANDARDS AND • THE MINIMUM COMPACTION SHALL BE A MINIMUM OF 95 /° OF THE MAXIMUM • POND BOTTOM ELEVATION = 282.0 FT • MINIMUM PLASTICITY INDEX OF 12 SPECIFICATIONS, HEREBY INCORPORATED BY REFERENCE. STANDARD PROCTOR DENSITY (ASTM D-698) AT MOISTURE CONTENTS VARYING . DRAWDOWN OVERFLOW ELEVATION NORMAL POOL = 287.00 FT i FROM 2 PERCENT BELOW TO 3 PERCENT ABOVE OPTIMUM MOISTURE CONTENT • MAXIMUM PERMEABILITY OF 1 X 10 cm/sec 3. CONTRACTOR SHALL OBTAIN A COPY OF THE SITE GEOTECHNICAL REPORT. THE DETERMINED BY STANDARD PROCTOR TEST TO WITHIN 3 FEET OF THE FINAL • MINIMUM SURFACE AREA AT NORMAL POOL ELEVATION = 32,130 SF - ^ /- J REPORT AND ITS RECOMMENDATION SHALL BE PART OF THE STANDARDS AND • A MINIMUM OF 2 TESTS OF EACH ABOVE PARAMETER SHALL BE PROVIDED - i GRADE. • WEIR CREST ELEVATION= 289.00 FT FROM AN APPROVED LABORATORY ON THE LINER MATERIAL AND PRESENTED SPECIFICATIONS FOR CONSTRUCTION OF THE SCM. UPON COMPLETION OF � 7. SUBGRADE FOR THE RISER STRUCTURE AND OUTLET PIPE SHALL BE APPROVED BY . RISER CREST ELEVATION= 290.00 FT TO THE ENGINEER FOR APPROVAL PRIOR TO PLACEMENT OF THE MATERIAL. CONSTRUCTION, CERTIFICATION OF THE SCM BY THE GEOTECHNICAL ENGINEER THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT.IF THE GEOTECHNICAL WILL BE REQUIRED PRIOR TO FINAL SCM ACCEPTANCE. • AVERAGE TOP OF EMBANKMENT (+l 0.1 FT) = 293.00 FT • COMPACTION TO A MINIMUM OF 95% OF THE MAXIMUM STANDARD PROCTOR - __-ENGINEER REQUIRES ADDITIONAL SUBGRADE PREPARATION, THE ADDITIONAL 4. THE GEOTECHNICAL ENGINEER SHALL EVALUATE SOILS FOR SUITABILITY OF DAM COST SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. DENSITY (ASTM D-698), AND WITHIN 3% OF THE OPTIMUM MOISTURE CONTENT i CONSTRUCTION AND SLOPE STABILITY. (MINIMUM OF 1 COMPACTION DENSITY TEST PER 2500 SQUARE FEET). 8. THE OUTLET PIPE SHALL BE BEDDED IN CONCRETE FOR 2/3 OF THE PIPE LENGTH, �_ 5. PRIOR TO PLACEMENT OF EMBANKMENT FILL, THE GEOTECHNICAL ENGINEER WILL BEGINNING •AT THE RISER, AND IN #78 STONE FOR 1l3 OF PIPE LENGTH TO THE • AN IN -PLACE MAXIMUM INFILTRATION RATE OF 0.01 INCHES PER HOUR. �_ 14. ELEVATIONS SHOULD BE WITHIN 0.1 FEET OF THE ABOVE ELEVATIONS FOR / SUPERVISE THE FOUNDATION PREPARATION AND APPROVE THE DEPTH AND OUTLET. SEE DETAILS ON SHEET C7.6. • RECOMMENDATIONS OF THE SITE GEOTECHNICAL ENGINEER MAY SUPERCEDE '/ EARTHWORK, AND 0.05 FEET FOR OUTLET STRUCTURE. ALL SURFACE AREAS ARE - -// - EXTENT OF THE CUTOFF TRENCH. THE MINIMUMS AREAS. REQUEST FORA REDUCTIONS IN THE MINIMUM VALUES WILL THE ABOVE SPECIFICATIONS. CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA _ ` -- 2g0 �„� - p0 / - / 9. EMBANKMENT AND SIDE SLOPES OF THE BASIN SHALL BE STABILIZED PER SEEDING - ^ _ - J __ / / Lg5 - _ _ E QPM; 2g3 / / - - - - - \ \- j / 6. THE DAM AND FOREBAY BERMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SCHEDULE ON EROSION CONTROL DETAILS SHEET OR SODDED. SEE LANDSCAPE BE CONSIDERED ON A CASE BY CASE BASIS. THE CLAY LINER SHALL BE PLACED UNDER THE BOTTOM OF THE SCM PERMANENT gala' 10? i - - - / THE FOLLOWING SPECIFICATIONS UNLESS SUPERCEDED BY THE GEOTECHNICAL PLAN ON SHEETS L1.9 FOR FURTHER PLANTING DETAILS. POOL TO A MINIMUM THICKNESS OF 8 INCHES. A MINIMUM OF 4 INCHES OF TOPSOIL - / / - 15.ONCE THE PROJECT SITE HAS BEEN STABILIZED, CONTRACTOR SHALL OBTAIN - - / - 290 ' �- % % - - - _ - - �// ENGINEER'S RECOMMENDATIONS. SHALL BE PLACED ABOVE THE CLAY LINER TO THE FINISHED GRADE AS SHOWN ON - - - - ' - - A / 4' / -�- -- - , z/ 10. IF, DURING CONSTRUCTION, THE SCM IS TO BE USED AS AN EROSION CONTROL APPROVAL BY EROSION CONTROL INSPECTOR IN ORDER TO REMOVE TEMPORARY / ,�_ ` - - / 28 / • BORROW MATERIALS FOR USE AS EMBANKMENT FILL SHALL BE FREE OFEROSION CONTROL DEVICES. THE DRAWINGS AND/OR DETAILS. CARE SHALL BETAKEN WHEN PLACING THE TOPSOIL �u - - - / _ 5--/ MEASURE, THE FOREBAY BERM(S) SHALL NOT BE INSTALLED DURING THE INITIAL •J - _ / _ - _ - �� - ' i ^- �/ ORGANICS, ROOTS AND OTHER WOODY VEGETATION OR ORGANIC DEBRIS. SO AS TO DAMAGE THE CLAY LINER. A NO ORGANICS, MIXTURE MAY BE i - - 2- - - - - - CONSTRUCTION OR WHILE THE SCM IS USED AS AN EROSION CONTROL MEASURE. ' / J _ _ - - �_ i / J ONCE ALL SEDIMENT AND EROSION CONTROL DEVICES HAVE BEEN REMOVED, USED IF THE ABOVE SPECIFICATIONS ARE SATISFIED AND WITH WRITTEN APPROVAL -- - - \ ` i 0.) SATISFIL,IED - J - i i - - \ - - _1� •• FILL MATERIALS SHALL CONSIST OF SOILS WHICH CLASSIFY AS SC, SM, CL, 11. THE FOREBAY BERMS) SHALL BE CONSTRUCTED WITH THE SAME REQUIREMENTS, THE SCM SHALL BE CONVERTED TO A PERMANENT SCM. BY THE GEOTECHNICAL ENGINEER. �` - - - f - _ -290 - _- CL-CH AND ML IN ACCORDANCE WITH THE UNIFIED CLASSIFICATION SYSTEM OR AND USING THE SAME METHODS AS THE DAM (SEE NOTE 5). • - -1 2g0 �"�- AS APPROVED BY THE GEOTECHNICAL ENGINEER. ) ALL SEDIMENT SHALL BE REMOVED AND DISPOSED OF PROPERLY. PRECAST CONCRETE MATERIALS NOTES: - f - -� \�+�� - - _ / �y,s SCM MAINTENANCE / - �� 12. UNLESS OTHERWISE NOTED, ALL PERMANENT STRUCTURES (e.g. RISER/BARREL, • FOREBAY AND VEGETATED SHELF SHALL BE CONSTRUCTED AS SHOWN ON THE - - - - - _ - �� i i s - - / WEIR WALLS, ETC.) ARE TO BE INSTALLED WITH THE INITIAL DAM CONSTRUCTION. PLAN. 85 - - RECTANGULAR OR C478 ROUND - li 2 ! - _ - - - EASEMENT -- - / DIAMETER. (RECTANGULAR) (ROUND). - - _ - - _ - - - -- _ i - - ! = 13. FOR SITE BUILT FEATURES (e.g. WEIR WALLS, DROP STRUCTURES, BRIDGES, ETC.), • VEGETATED SHELF SHALL BE PLANTED PER PLANT SCHEDULE ON LANDSCAPE 2. ALL REINFORCED CONCRETE PIPE SHALL CONFORM TO ASTM C76, CLASS III - - %` - i FILL SHALL BE PLACED IN 8 INCH LOOSE LIFTS UNDER THE - - ' - - _ _ - -�_ �' -� - _ / - - - - _ i - . _ • (MAXIMUM) THE CONTRACTOR SHALL PROVIDE STRUCTURAL DRAWINGS TO THE DESIGN -�285t - �- / r ` r - J - - PLAN (SEE SHEET L1.9). UNLESS OTHERWISE NOTED �) SUPERVISION OF THE GEOTECHNICAL ENGINEER OR THEIR REPRESENTATIVE. ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. ( )' - RIPRAP DISSIPATOR !:'!. i , - - - r l ,- - i FILL SHALL BE BROUGHT UP BY BENCHING INTO THE EXISTING SLOPE. A 16. FINAL CERTIFICATION OF THE SCM BY A PROFESSIONAL ENGINEER IS REQUIRED. 2.1. 0-RING JOINTS (RGRCP)SHALL CONFORM TO ASTM C443 & ASTM C361. _ - L=20', W =7.5' / °�!: �� ' �/� MAXIMUM HEIGHT OF 2 FEET SHALL BE USED FOR EACH BENCH LIFT TAKING - - 22.5" DEEP CLASS "1" I '=!% / f �_� \ , - �� CLAY LINER SPECIFICATIONS: 2.2. NON 0-RING JOINTS (RCP)SHALL CONFORM TO ASTM C990 _ _ - _ _ ,__ _ _ - - d50 =10" / i ` - _ / �� '� //�'� CARE TO REMOVE ROOT STRUCTURES AS THE FILL PROCEEDS. THE SURFACE ( ) \ THE CONTRACTOR SHALL INSTALL A CLAY LINER TO MAINTAIN A PERMANENT POOL AT _ _ - _ `/ - _ ` - - _ _ _ i -�� - OF EACH LIFT SHALL BE SCARIFIED PRIOR TO PLACEMENT OF THE NEXT LIFT IN - - - J +' / I / i - THE DESIGN ELEVATION. IF THE SITE GEOTECHNICAL ENGINEER DETERMINES THAT r �` j /�� / - j /� _ ORDER TO EFFECTIVELY TIE THE FILL LIFTS TOGETHER. THE EXISTING SITE CONDITIONS (SOIL PROPERTIES, EXISTING WATER TABLE, ETC.) ADDITIONAL REQUIREMENTS `-- - -" �--- - - ` / �- / \ _ - '� _ / /• i _ �� / y / • / _ - _ - - _ /� < SCM _ � � 12 �/ PLAN %�_= / - _ /- / / - `- - �� , -, f / / - /�i j� _ / , // i 40 �_ - �� - �. ! �i GRAPHIC SCALE 0 20 40 80 INDICATE THAT NORMAL POOL CAN BE MAINTAINED WITHOUT A CLAY LINER, THE 1. SCMS MUST BE LOCATED WITHIN COMMON OPEN SPACE, AND WITHIN AN ACCESS GEOTECHNICAL ENGINEER WILL PROVIDE NOTICE IN WRITING TO THE PROJECT AND MAINTENANCE EASEMENT. ENGINEER THAT THE CLAY LINER IS NOT REQUIRED. IF THE CLAY LINER IS NOT 2. AN OPERATIONS AND MAINTENANCE MANUAL AND MAINTENANCE AGREEMENT INSTALLED, THE OWNER SHALL RECEIVE A CREDIT FOR THE DELETION OF THE LINER. SHALL BE PREPARED AND PROVIDED TO THE OWNER. ADDITIONAL REQUIREMENTS (e.g. RECORDATION OF EASEMENTS, AGREEMENTS, ETC.) MAY APPLY. 1 inch = 40 ft. HANDWHEEL TO EXTEND 12" ARM/ TRASH RACK TRASH RACK (TYPICAL) (SEE DETAIL ON SHEET C7.6) (MIN) PLACE STEM SUPPORTS = PER MANUFACTURER'S RECOMMENDATION MANHOLE STEPS @16" O.C. VERT. (SEE NCDOT 840.66) RISER CREST ELEVATION 290.0 300 300 24"W x 12"H WEIR CREST ELEVATION 289.0 3000 PSI REINFORCED CONCRETE COLLAR WITH 2-LAYERS #4 REBAR DRAWDOWN PIPE UPTURNED 12" AROUND PIPE (SEE SCM DETAIL SCM 12 PLAN & DETAILS TO ESTABLISH NORMAL POOL SHEET C7.6) (SECURED TO RISER WALL) 12" NORMAL POOL ELEVATION 287.0 OPEN END 4" PVC P 9 2.5" 0 ORIFICE {{ DRILLED IN 4" CAP ' I. ' 9 4" PVC CLEANOUT 30"'0-RING' GASKETED I-12"f •.•. J� 0 4" DIP BOTTOM DRAIN (TEMPORARY CLASS III RCP SKIMMER ATTACHMENT FOR P EROSION CONTROL) �..: v INVERT OUT = 283.00 6' VEGETATED SHELF �:;;::: ::: •: • •••••:: ••:•::::• ::::::::::::::::::: 2952950 4V►ALVE' _ ELEV. 287.5 - 4" NRS GATE VALVE , p Q� - :::.1!?:, :::::.`GROUT:::::::: ;;;•: ;;;::;;• ;;;• :;;, ;;••,,;.;:::: ..' ° a .•• DETAILS ON SHEET C7.6) . (SEE ELEV. 293 y �j `Y��` vvvvVV L r 1 �jS / ''4 PIPE INSTALLATION MUST PROVIDE A PIPE JOINT WITHIN 4' OF RISER WALL FOR ARTICULATION EXISTING GRADE ANCHOR WI DOWELS #4 REBAR X 12" @ 2' o.c. +/- AT RISER (SEE ANCHOR DETAIL ON SHEET C7.6) / BALLAST CONCRETE CONSTRUCTION JOINT AT PIPE JOINT 100 YR PEAK WSE = 291.93 COMPACTED STONE OR PREPARED SUBGRADE 1.2 CUBIC YARDS REQUIRED AS RECOMMENDED BY GEOTECHNICAL ENGINEER RISER AND BALLAST CONCRETE HAVE BEEN SIZED BASED ON BUOYANCY CALCULATIONS. ADJUSTMENTS TO CONCRETE DIMENSIONS M ' SCM 12 ARE NOT PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. ANY DIMENSIONAL CHANGES TO BALLAST CONCRETE BASE AND RISER MUST 290 RISER DRAWDOWN DEVICE DETAIL BE REQUESTED IN CA LCSIGWRITNNG ED DAND SEAL,EDBYANORACCOMPANIED 290 THCAROLINABUOYANCY Job No. 02190372.10 Drawn By WR I/ %" = 1'-0" REGISTERED PROFESSIONAL ENGINEER, Date 11/05/2020 Designer WR oo°oo°°°°°°°po oa ooe (c1.- o pOC °�° 0 °6•0 SEAL o 0 o ° 0 o 0 042669 0 0 o o 4- o o !y o /l/ o° �. o °° GIN °° o °o C< C°,°hoop°°°°o°° el Docuslgneecl P o° I' 1 °0000p00000000� °poop I Wt.S j�f i�Vc� 6/8/2021 NORTH WEST EAST SOUTH MANHOLE STEPS NORMAL POOL = 287.0 RISER CREST / \ N I 4" NRS GATE VALVE BALLAST CONCRETE FLANGED, CAST IRON BODY MANHOLE STEPS 1' OPEN WITH STEM EXTENSION AND I p 06" O.C. VERT. 3000 PSI REINFORCED CONCRETE a 24" HANDWHEEL O NCDOT 840.66) COLLAR YERS #4 i(SEE - AROUND PITH IPE (SEE SCM DETAIL F) P 9 285 - - - - N 285 a° e SHEET C7.6) -OPEN @NORMAL _JllI Revisions -NORMAL _ POOL POOL ELEV. 4' 6"(MIN) o MAIN POOL EXCAVATE TO PROVIDE co (TYPICAL) (TYPICAL)•65_ 1 PER TOHS COMMENTS 2021.03.08 POSITIVE DRAINAGE �4" PVC ORIFICE PIPE INVERT i12") MIN pq@ 2 PER TORS COMMENTS 2021.04.14 I ° 'i ' ` 1.63% 4" DIP SPOOL 24"W 12"H ° ° %Tv OPEN END 30"'0-RING' GASKETED - CO 12 i � 3 PER TOHS COMMENTS 2021.05.12 PROFILE VIEW _ - PE x FLANGED x ( ) AT NORMAL POOL a .o (MIN) _ d WEIR CLASS III RCP _ - _ ' PROPOSED GRADE 2.5" 0 ORIFICE 4" PVC 4 PER TOHS COMMENTS 2021.06.09 GRAPHIC SCALE - e. ° .. • •. • DRILLED IN 4" CAP N CLEANOUT a e , pan 4" BOTTOM DRAIN INVERT 1" = 20' HORZ. ' •' a 4" PVC TEE �� \ ��" _, _, _, __,..,• . . •e • 4 , • 30" OUTLET INVERT: 283.00 co 1 2 VERT. ` �-� ��- _.• _.• _.• _.• _.. _... -1-1-1-1-1-1-1: ,• GROUT:;;;;•....•GROUT....::•:::: ::.:::.:::.:: GROUT :::::; ',1=• $ O 20 40 VIP 111 11111P I ;. CONCRETE CRADLE SEE DETAIL SHEET C7.6 4" SCHEDULE 80 PVC SPOOL ° � �; FILTER DIAPHRAGM , 280 �- STONE BEDDING SEE DETAIL SHEET C7.6 280 (TYPICAL) 6" 4' 6" 1' 4" DIP DRAIN , I I - z_ to -0+50 0+00 0+50 1+00 1+50 SCM 12 SCM #12 RISER DRAWDOWN DEVICE PLAN RISER INSIDE WALL ELEVATIONS Sheet No. C7.5 SCM 12 PROFILE y"=1,0" DocuSign Envelope ID: 31 EF700B-AA60-436F-9028-CODF3C43D76F Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\C7.0 - C7.6 SCM.dwg- Tuesday, June 8, 2021 3:00:26 PM - KNIGHT, KATHERINE K:\19\19-0370\190372.10-L WiLhersRavenel Engineers I Planners I Surveyors 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.3340 I license #: C-0832 I www.withersravenel.com CONCRETE FLARED END SECTION 8" MIN 8" MIN O.D. OF STRUCTURE DDING TO SPRINGLINE OF r N 1 M + j p NORMAL POOL PIPE z w _ r #78 WASHED STONE OR AS APPROVED BY GEOTECHNICAL ENGINEER '��-RING :0*�_� RC' ` p• to iV - Q La ��4 AO.�' MIN 4' MIN C� O .r_.A.•f rs rs �A_. 8" MIN _r_.f �Irs rs 8" MIN 3"CLEAR as 1 - 12" (MIN) 3 ' RF�P F(qT AF a PFR (MIN) � 1 0 __ �� - �o-RwG ACH WAY, EACH FA( � �� o� SECTION "A-A _� CLASS III RCP" ° I X/X/X XX/�X/X/X V/VX/X�X/X/X/X/X/X/ /XX/X/X/X/X/X/X XX/X/X/ /XXXXX/X/X I 1 CD CD o, SECTION "A -A" 111PO �s A A ► CONCRETE FLARED END SECTION .° ,� I )00000. ` Q r ? Iw o' O C O (SEE PLANRFOR SIZE is A NORMAL POOL p •', •. STRUCTURE BASE II - o ----1 • O, j %. �� z I AND DEPTH) O O O oQoQoQo1 .'..-.1-,,,.o..0..,it= ' - - •-:;..•-_:, V • � ;'; • 41 . ,. . ,., e •,•_-.._,_•% .._ •. � •�•�. �� ellysi • •� .�c� 000 I O O O �o �o �o �o �o �o �o�o �o =i �= CONCRETE COLLAR DETAIL , oQoQoQoO iO�O�O�O O�_O= ��• �\ NOT TO SCALE 0-R1AI� `.� I I I O•• <0 OOOOOOOOOO sv0e�- 0 0 0�01 RCP _U O O , I�TT - �� 1f F�� I ', FR 0,-----, o -o� - I- jj\/\x oOOcO� 3 \//\\// x\/x \ ) �, _ I ','. �� •i��' • l��%'. :-a�+.� •� • j��..�'y�!• ao • I.-_.•• = PLAN � ..!� .: -._.-� . -• ;•_.14,�.... La FOREBAY FILTER DRAIN TYPICAL DETAIL DQc0 ►� �� .i•• w '• _ _ BOTTOM WIDTH SHALL BE NO LESS THAN 5' A 00 O z w SLOPE VARIES • EXISTING OR • USE NCDOT CLASS "B" RIP RAP TO FILL SPILLWAY #78 WASHED STONE OR AS APPROVED BY 0GEOTECHNICAL ENGINEER o ¢ o FINISHED GRADE • SLOPES FROM SPILLWAY BOTTOM TO TOP OF BERM z o �_0 _ SHOULD BE NO STEEPER THAN 2:1 - RIP -RAP DISSIPATOR O o O o�� F o FOREBAY FILTER DRAIN DETAIL CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA SEE EROSION CONTROL PLAN L PLAN A PRECAST RISER•• STRUCTURE NOT TO SCALE GEOTEXTILE FABRIC 1 (TO COMPLY WITH NCDOT STANDARD RIPRAP SPECIFICATION SECTION 1056) (SEE PLAN FOR SIZE AND DEPTH) SECTION A -A FINISHED GRADE •• ' • a d BALLAST CONCRETE RIPRAP VELOCITY DISSIPATOR CONCRETE FLARED END SECTION BEDDING TO SPRINGLINE OF • •' •'• I�IN'.' •'.' a SEE RISER DETAILS FOR (ADAPTED FROM HEC-14 & NYSDOT) PIPE #57 WASHED STONE OR AS APPROVED BY REQUIRED QUANTITY NOT TO SCALE ' ad GEOTECHNICAL ENGINEER RIP -RAP DISSIPATOR ¢ OIP1G - -RCP_� ••' ' - - - ua SEE EROSION CONTROL PLAN • . .', ..' ,.', ;.', .. , .. , • /•�. /•i- /•s /•i. /•i. 0. ii•Er*op*pitoe`�•too AV.'DOWEL#4REBARx12" .. /.�. /.dr.� /,dr. 0000000� .. �.�• � �•,�I,. r �'!- I, ivOro- 2FT.o.c.+/- 3PERSIDE V... /.i @ ( ) �tilP CONCRETE LEDGER (IF REQUIRED) #78 WASHED STONE BEDDING OR AS APPROVED `':1 BY GEOTECHNICAL ENGINEER ,� ��"• COMPACTED STONE BASE OR SUBGRADE AS APPROVED BY GEOTECHNICAL ENGINEER A ANCHOR DETAIL (TYPICAL) LONGITUDINAL SECTION NOT TO SCALE OUTLET PIPE FILTER DIAPHRAGM OUTLET DETAIL (FLARED END SECTION) HINGE RAT FOR MANWAOY ANECCESQUADSTONBE OVER NOT TO SCALE NI STEPS 2"X2"Xy"ALUMINUM ANGLES @EACH CORNER f 0 0 0 SCM DETAILS da A B C DIM C 8" MIN. (D+2T) 8" MIN. d X" DIA. MTG HOLES (12 REQ'D) WITH 8" SST WEDGE ANCHORS FINISHED GRADE //////// / N I Ij HINGE ONE QUADRANT FOR MANWAY ACCESS TO BE OVER STEPS 2" X 2" XX" ALUMINUM ANGLES @ EACH CORNER NOTE: DOWNSTREAM FACE OF DAM ° 0 ° X" XX" HORIZONTAL ALUMINUM BARS ARE NOT SHOWN FOR CLARITY •�4•• BEDDING TO• do #78 WASHED STONE �• 00 + o SPRINGLINE y" DIA. MTG HOLES (12 REQ'D) " w - o OR AS APPROVED BY GEOTECHNICAL ENGINEER %��! . r••• �� Irm.• o OF PIPE a 3 WITH /" SST WEDGE ANCHORS +I a ' TOP OF FILTER AT NORMAL POOL ELEVATION .% +• �•�•�' •j, gib / %_� •4•�:1A 1— OUTLET PIPE � e a GRAVEL BEDDING DETAIL o Z NOTE: ° SECTION "A -A" L X" Xy" ALUMINUM BARS SPACED BEDDING TO SPRINGLINE OF ¢ ov X" XX" HORIZONTAL ALUMINUM • 0 15" O.C. ± _ = PIPE _ T m BARS ARE NOT SHOWN FOR CLARITY @ BASE FRAME c• TO DAYLIGHT DIM C 1-14 to >- o 0 0 8" MIN. (D+2T) 8" MIN. � � Yq" ALUMINUM PLATE FRAME 76 X 18"± 2, 76 X 6 WIDE a y" XX" ALUMINUM BARS 2" j % ° SPACED 15" O.C. ± TYP. ��/ \ \/�12" \ //V/ CRADLE TO r� ; SPRINGLINE OF PIPE a TAS CRADLE SEE DETAIL VIEW ;;;TE Job NoAPPRTNEER �� PLAN Date 11/05/2020 DesnerGRANULAR \\CRADLE FME TO + _J/� FILTER MATERIAL PLACEMENT OF CONCRETE m SPRINGLINE TYPWIDE 0 I� 9" ASTM C-33 CONCRETE SAND OR NCDOT 2S SAND AS APPROVED BY PIPE CRADLE (TYPICAL) o . OF PIPESQUARE 64" 0000000 oppp0 °0p0o o. -s N CA R p °O e oo°o °O� o•0oo00000000 / °000 o e cEs ° 0 2 o OC WS�/III 0 0 o • 0- SEAL 0-7 ° e o Q e e o° o c o 0 0 0 o 042669 o g 'e $ o e ° e o o �o° ° o � e •e° ^000 C 2 0000 o N o °< oo••o• �� O rI�'11DocuSigne °o00p�OOO •ppp0°°°°00 p Mu? 0 6/8/2021 f 3" SST "U" BOLT LIFT LUG GEOTECHNICAL ENGINEER CLASS 'A' CONCRETE � � PLAN VIEW (3,000 PSI) TO MEET A B C NCDOT STANDARD SPECIFICATION 1000-4 z 9 SQUARE "U" ti 9" X 9" XX" ALUMINUM TOP PLATE WITH SST 3" U BOLT LIFT LUG LONGITUDINAL SECTION PIPE CRADLE DETAILS 3" SST BOLT LIFT LUG SECTION "C-C" ¢ � �" Xy" ALUMINUM BARS -� _ TOP OFRILTERAT NOTE: NORMAL POOL ELEVATION r JA WITH 3" U BOLT LIFT LUG ,\ 9" X 9" SST ALUMINUM TOP PLATE N SPACED HORIZONTALLY AS SHOWN F PIPE IS INSTALLED IN EXCAVATED TRENCH, THEN SIDE WALLS MAY CONFORM (TRENCH TRENCH BE USED ASOCRADLE FORM)MAY --_ �" Xy" ALUMINUM BARS SPACED HORIZONTALLY N AS SHOWN ACCOMMODATES A 60" X 60 I D FOR •� � ., � —_ BOTH A 6" AND 8" WALL Revisions 0-RING ' — _ ACCOMMODATES A 48" X 48" I.D. FOR BOTH A 6" AND 8" WALL c .. c 1 PER TOHS COMMENTS 2021.03.08 RCP / NOMINAL DI M A* DIM B DIM C DIM D DIME DIM t a d ' 2, ASTM C-33 or NCDOT 2S SAND PIPE SIZE 1/3 D ( ) 1/2 D t ( +) D 2t ( + ) PIPE ID ( ) (DIM + 1 ) DMA 2" (WALL) WALL '. 2" 2 PER TOHS COMMENTS 2021.04.14 • 18 8 11.5 23 18 20 2.5 a. • • . 60" I.D. • 3 PER TOHS COMMENTS 2021.05.12 48" I.D. g" SQUARE 6" ru 24 8 L.0 30 24 20 3.0 „ •8 SQUARE 6' I LIMITS OF EXCAVATION W a 30 10 18.5 37 30 22 3.5 SECTION VIEW IF SECTION VIEW IF 4 PER TORS COMMENTS 202106 09 FOR FILTER DIAPHRAGM SECTION VIEW SECTION VIEW " •: 3G 12 22 0 44 3G 24 4 0" WALL IS 8 SECTION VIEW WALL IS 6 SECTION VIEW ■ � 42 14 25.5 51 42 26 4.5 IF WALL IS 8"IF WALL IS 6" NOTES 48 1G 29.0 58 48 28 5.0 NOTES 2D D+2t 2D ALL DIMENSIONS IN INCHES "STANDARD 1. TRASH RACK DETAIL BASED ON POMONA PIPE PRODUCTS ALUMINUM 1. TRASH RACK DETAIL BASED ON POMONA PIPE PRODUCTS "STANDARD ALUMINUM BAR & ANGLE PEAKED DIM A - 8" MINIMUM BAR & ANGLE PEAKED ROOF TRASH RACK WITH ONE QUADRANT HINGED FOR ROOF TRASH RACK WITH ONE QUADRANT HINGED FOR MANWAY ACCESS TO FIT 48"x48" I.D. CONCRETE 18" MINIMUM PIPE DIAMETER MANWAY ACCESS TO FIT 48"x48" I.D. CONCRETE RISER WITH 6" OR 8" THICK WALLS". RISER WITH 6" OR 8" THICK WALLS". DIAPHRAGM FILTER DETAIL SECTION "B-B" 2. TRASH RACK TO BE POWDER -COATED BLACK. 2. TRASH RACK TO BE POWDER -COATED BLACK. 4' TRASH RACK Sheet No. C7.6 OUTLET PIPE FILTER DIAPHRAGM & CONCRETE CRADLE DETAIL NOT TO SCALE NOT TO SCALE 5' TRASH RACK NOT TO SCALE DocuSign Envelope ID: 31EF700B-AA60-436F-9028-CODF3C43D76F K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\C7.7 - C7.9 CULVERT PLAN AND PROFILE.dwg- Tuesday, June 8, 2021 3:06:27 PM - KNIGHT, KATHERINE ■ 300 300 imii WithersRavenel%. Engineers 1 Planners I Surveyors 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.3340 I license #: C-0832 I www.withersravenel.com _ }rn = co W oma WCD = N \ l �/ \ifr <~~ a0lr Z 0 Z J /� / — — \ \ \ 290\ \ / N = \ '�,:• . , 77� \� :' �. : % ' � i 2g0 09 / � ' \ .lam'• \ i Q J PROPOSED GRADE Q;giiP1P,4,1. SAFETY RAIL FENCE Lu co o Lu u_ >:\ Lu •", . �- . � A 295 SAFETY RAIL FENCE�• I 295 0+0 etk -will�l`T� \ \ / '11a' .J,, l� ' °i i \ . -�'�� ' !,`I i .,= \ \ \ \ l • �r , i'"� / / ::•` •• • STA. 1+42.81 = :' STA. 31+46.48, 46.09' RT. STREET C i CAST IN PLACE HEADWALL - 280 .. i . ./ N.-- _ _ _ _ e � /, (TO BE DESIGNED BY OTHERS) i C \ --` i ' �� \ CULVERT INVERT = 276.24 \� \`\� _ \\ :�1 II �r,��j '' - zs l _� 1 __],„_ - - 290 290 N 47 I I \ `• � ; \ 29 \ . ' \I \ \1 8 tr—'C1c'0 ,�'�iT.' �� - O rn r <� [��rv�.A ,,// - I \ 1.,',. h 4"�11jj�j� f71 - �\ �� \ NI. ��zt.41f•, � / �27\ _ \ . \ ~ 'L-'V I\ — 100 YEAR WSE = 287.92 6" C900 PVC RECLAIM WATERLINE T 12" DIP WATER MAIN CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA � N \ N \ ,/ O \ \ \/ \ 1 \ -r- 5 - I; ',' : ••/....,;. :. • \ j..-'-'-:;;Illa , -----. ---N, -'-- II . :'y: •:�•: ..... ?x i . �� t\ \ ---I -� 27 1 , \ sV I 280� \ I. \ \ • 11 RIPRAP STILLING BASIN N \ N - SEE DETAIL THIS SHEET v 1 - � 111111111111111�� \ \ \ :.. \ \ \ \ s' MIN. \ \ \ \ \ I \ \ i• \ /� \ \ 285 \ \ 285 \ 1 / N \ \ - \ I I\ C 0 \ \ \ \ \ ( \ I \ '�.�• I .:` .• 1I STORM DRAINAGE EASEMENT \ \ \ �280 i \ N \ \ \ \ \ \ \\ \ \ \ J 1 \ \ \ \ \ \N \. 7\I P '` v,2,,......,'.1 ~'1 q..`.,3. \ i �\,' ti I III I \ N / \� EXIS ING GRADE \ I �P �:• \ ,• • .-)1..4 ) " / \/ .: \ .. , i ,,,, /,\ ,, , \ , , \ \ , ,,, t as .s 1�� ( 1•�•.� �/ \ �%36' \ • . _ _ \ 410 JI!; (•� / ''i '�: III gssP �• I I :fl • 1 4�� - 280 280 TRIBUTARY 3 CULVERT PLAN 20 OGRAPH10c SCALE 0 40 EMBEDCULVERT1' \ \ \ r \ , 1 inch = 20 ft. \ \ \ EMBED CULVERT 1' I ' - \ \ \ \ RIPRAP STILLING SEE DETAIL THIS BASIN .HEET TRIBUTARY 3 CULVERT PLAN AND PROFILE 275 tfrli �= or \ 275 OP al V> -N NOTE B 1 \i Length of Pool (Lp) Length of Apron (LA) // PROFILE VIEW TOP OF BERM TOP OF RIPRAP NOTE B TOP OF NATURAL NATURAL CHANNEL GRAPHIC SCALE CHANNEL SEC. A -A 1" = 20' HORZ. \\\\\\\\\\\\\\ iiiiiiiii � o 1" = 2' VERT. C` J h `\ 2d5, OR 2 0 \11.5d 2'1 2A �c MAX N. HORIZONTAL I o0 20 40 0 0 --$ o o +.= � c,) 2701 ` Jv v I I I 1270 o 0 0 Ti T2 0+00 0+50 1+00 1+50 2+00 T THICKENED Ti OPTIONAL- 4_ DOWNSTREAM OR SLOPING TOE CONSTRUCT IF CHANNEL SEC. B-B EXCAVATE TO THIS LINE, BACKFILL WITH RIPRAP SECTION DEGRADATION IS ANTICIPATED TRIBUTARY 3 CULVERT PROFILE Job No. 02190372.10 Drawn By WR \8 A 1 Date 11/05/2020 Designer WR C °°p0000000000oa °°° °°�N C RpC �•- o SEAL o °o e e o 042669 '0 ,<NS��GiN��;o el° ' � DocuSigned'Q;O ,Cti ^ • P� o /'1 8%r t'( p0o °o ( jt s pt,yyy oOoO0000 6/8/2021 RF NOTE B d �- % 10P O°VP / /�.I _ ,5) ,,,,,,,...4 oX�MP......-- PPPROFwPZER , / EXCAVATE TO THIS LINE, - SEC. C-C BACKFILL WITH RIPRAP Q 'Cl �. -.---------- APRON '� \� �� 1 - - _ \` CO 3 / 2:1 SYMMETRICAL �� "'""... Revisions ABOUT CENTERLINE • • • CULVERT 2:1 HORIZONTAL WI: �•��.,. 1 PER TONS COMMENTS 2021.03.08 �N OP I IT `' HT HALF PLAN .-+,� T' 2 PER TORS COMMENTS 2021.04.14 3 PER TONS COMMENTS 2021.05.12 SEC. D-D 4 PER TOHS COMMENTS 2021.06.09 NOTE A - IF EXIT VELOCITY OF BASIN IS SPECIFIED, EXTEND BASIN AS REQUIRED TO OBTAIN SUFFICIENT CROSS -SECTIONAL AREA AT SECTION A -A SUCH THAT Qdes/(CROSS SECTION AREA AT RIPRAP BASIN DIMENSION TABLE SEC. A -A) = SPECIFIED EXIT VELOCITY. NOTE B WARP BASIN TO CONFORM TO NATURAL STREAM CHANNEL. TOP OF RIPRAP IN FLOOR OF OUTLET ID Lp LA Hs Ti T2 WO CLASS - BASIN SHOULD BE AT THE SAME ELEVATION OR LOWER THAN NATURAL CHANNEL BOTTOM AT SEC. A -A. TRIBUTARY 3 CULVER 15.0 5.0 1.0 1.5 2.0 5 NCDOT "B" RIP RAP STILLING BASIN DETAIL Sheet No. C7.7 NOT TO SCALE DocuSign Envelope ID: 31 EF700B-AA60-436F-9028-CODF3C43D76F Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\C7.7 - C7.9 CULVERT PLAN AND PROFILE.dwg- Tuesday, June 8, 2021 3:09:06 PM - KNIGHT, KATHERINE K:\19\19-0370\190372.10-L WiLhersRavenel Engineers I Planners I Surveyors 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.3340 I license #: C-0832 I www.withersravenel.com \v1 \ / • 280 280 Q \ \ \ / rnu)v \ / N \ \\\\ / \ \ /\ \\ ,—,,, , c W F W LL rnUv N LC IY c") W c0 \ \ \ \ \ \ \ / \\ \ \ \ •\ / \\ \\\\ )\\ W z W j / \1 "'QW ,e 6 y \\ )/ i(6(- m 6 PROPOSED GRADE m II ♦ \ / //// / �/' , STA. 0+52.29 = co Q o } w = LL C 0 I— _ LU _ PROPOSED100 YEAR FLOODLINE STA. 13+33.13, 41 • 'V T. STREET C CAST IN PLACE HEADWALL / „0 / (TO BE DESIGNED BY OTHERS) Q'y"" 275 INVERT = 263.84 Q „Ilm,lNlwl„„I,,,,I , :. SAFETY RAIL FENCE 275 / I / EXISTING 100 YEAR FLOODLINE / V°I�o / il , o / / I 1 I / SAFETY RAIL NCE . ... V _r`�_ I I / I I I / _._rjP_�r`�r`�r`�r - r`�r`�r`�T.'7ri' / N I I / I 1 7 I / / 24" RCP STORM SEWER 1 I i I I I I// / // /\ : I ` \ \ \ / e/7, 100 YEAR WSE = 270.51 I \ /' / 270 270 I \ , / �1 �i1. ,' / "/ i \ \ / , '1 CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA I I I I / - / / II I / �0 // // `/ �� V / 1II I 11 11 ,\.. / / / EXISTING GRADE / \ \\\� 1 h o / 2j5 I I I 11 "'X� �� / / i ` \ I / cQ of STA. 1+52.29 = 265 I so RCP 265 .". Q v, �� STA. 12+86.56, 47.2T RT. STREET C ^� i CAST IN PLACE HEADWALL /' BE DESIGNED BY OTHERS) (TO / CULVERT INVERT = 261.34 \ \ I cv @ 2.53% \ /� __.---- \ \ / V �� 'o I I // / I 1i. �� s RIPRAP STILLING BASIN ' EMBED CULVERT 1' V A / /� \ /\ \ / • ��j _ \ SEED `TAIL THIS SHEET EMBED CULVERT 1' / / \\ \ / / ', / / ♦ ti,`, = \ STORM DRAINAGE EASEMENT „„„,, ,,,, ^ /- ----RIP RA? STILk1-A}6-BASIN S DETAIL THIS SHEET 1 , ,..„,,.„. 1- / •/ t, ,-..._,,If / \ 2' MIN. , / . �` \ i / — \ �D / ��h ►. ��. \ f �� A • -a I • ,�: p/ I "' L _ 260 6" C900 PVC RECLAIM12 2' MIN. DIP WATERCASING AIN`•-�� 260 I� •'!• o \ ♦ \ \ WATERLINE WITH / \ \ / \ \ it 12-3/4" STEEL CASING WITH 24" STEEL • co 1 1(1 TRIBUTARY 4 CULVERT PLAN AND PROFILE ♦ • 63�' �� \/ I I I \ �� Airs ;/ ,.1 \ AS " aa��i�� I V 40 PROFILE GRAPHIC SCALE VIEW • \ ` 1 / ( , ��8 a \ ` 1" = 2' VERT. o TRIBUTARY 4 CULVERT PLAN 0 —0 40 GRAPHIC SCALE 20 0 10 20 40 255 255 I I I -, NOTE B \ \, 1 inch = 20 ft. 0+00 0+50 1+00 1+50 2+00 Length of Pool (LP) Length of Apron (LA) I TRIBUTARY 4 CULVERT PROFILE // TOP OF BERM TOP OF RIPRAP NOTE B TOP OF NATURAL NATURAL CHANNEL NNEL SEC. A A >> \\\\\\\\\\\\\\\\ \ /////H // //// o C ` ,` 2d50 OR 2 -1h'. �+ =�b='1 21 •� � •� �+ �+ •� '^ \1 1.5d MAX N. ��or�` -, �-,\ _HORIZONTAL _��.-, —y�� a �a �a �a.�- t. � Q. 0 0 0 T2 T1 Ti T THICKENED OR SLOPING TOE OPTIONAL CONSTRUCT IF c_ DOWNSTREAM CHANNEL r SEC. B-B EXCAVATE TO THIS LINE, BACKFILL WITH RIPRAP Job No. 02190372.10 Drawn By WR Date 11/05/2020 Designer WR SECTION DEGRADATION IS ANTICIPATED A 1 °°°ppO000C AA000u._ 00 fOe0D\°o°Q o0 S�e o 0 042669�° o e e o o e o o f °_ 4, °oF°o°NGINE°,o°�� °o° 0°0°0 DocuSignecit +4. -, 0�� °o WL$ f oVt ° OOO ppp0°6/8/2021 C \ - R NOTE B /i • 410 P OF jOP _ �. I110"0"P. T' =�� GE Ep -• :� .� P o1,\MP� P PRCfi EXCAVATE TO THIS LINE, a - SEC. C-C BACKFILL WITH RIPRAP 9 / Q N APRON Revisions 1 PER TOHS COMMENTS 2021.03.08 I 1 o o - i \` c� 2:1 SYMMETRICAL • 0 ''.�1,• 2 PER TORS COMMENTS 2021.04.14 ABOUT CENTERLINE CULVERT H 2:1 HORIZONTAL - �+ �; .� �. O•�� 3 PER TOHS COMMENTS 2021.05.12 y y ,...,� Ti I f \ f \6 HALF PLAN 4 PER TORS COMMENTS 2021.06.09 SEC. D-D NOTE A - IF EXIT VELOCITY OF BASIN IS SPECIFIED, EXTEND BASIN AS REQUIRED TO OBTAIN SUFFICIENT CROSS -SECTIONAL AREA AT SECTION A -A SUCH THAT Qdes/(CROSS SECTION AREA AT RIPRAP BASIN DIMENSION TABLE SEC. A -A) = SPECIFIED EXIT VELOCITY. NOTE B WARP BASIN TO CONFORM TO NATURAL STREAM CHANNEL. TOP OF RIPRAP IN FLOOR OF OUTLET ID Lp LA Hs Ti T2 WQ CLASS - BASIN SHOULD BE AT THE SAME ELEVATION OR LOWER THAN NATURAL CHANNEL BOTTOM AT SEC. A -A. TRIBUTARY 4 CULVERT 15.0 7.5 1.5 1.5 2.0 5 NCDOT "B" Sheet No. C7.8 RIP RAP STILLING BASIN DETAIL NOT TO SCALE DocuSign Envelope ID: 31 EF700B-AA60-436F-9028-CODF3C43D76F K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\C7.7 - C7.9 CULVERT PLAN AND PROFILE.dwg- Tuesday, June 8, 2021 3:11:04 PM - KNIGHT, KATHERINE \ \ \ \ \ `\ \\ \ \ • \ \ \ \ \ \\ \ \ \ \ \ MAINTENANCE NOTES: imii WithersRavenel%. Engineers 1 Planners I Surveyors 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.3340 I license #: C-0832 I www.withersravenel.com \ \ \ \ \ \ \ \ \ \ \ 1. INSPECT WEEKLY AND AFTER EACH RAINFALL EVENT PRODUCINGY INCH OR MORE \ \ \ \ % \ \� / \ \ \ \ \ \ - OF RAIN. ANY DAMAGE TO THE SEDIMENT FILTER BAG SHALL BE REPAIRED /I I / / \ \ \ \ \ \ , IMMEDIATELY. I I \ \\ \ \ \ NOTES: I I / o \ \ 2. TEMPORARY SEDIMENT FILTER BAG SHALL BE REPLACED WHEN 6" OF SEDIMENT I / / / \ \ \ I /\ \ \ / HAS ACCUMULATED OR IN ACCORDANCE WITH THE MANUFACTURER'S 1. CONTRACTOR SHALL EXERCISE CAUTION NOT TO BURST OR DAMAGE THE TEMPORARY BYPASS CHANNEL RECOMMENDATIONS. TEMPORARY SEDIMENT FILTER BAG WHEN PUMPING. I I / / I I / / I l / I I I / / I I I I I�►� / / I I I I I I / / I I I I I I I I I I I I N / \ �'� ,^�:^��^�,.^�.^; ♦��I41. /�� • �• �• �• ��' i1`.•_ �_ ��` �� \ 10 �� l 4\ 10' FLAT BOTTOM, 2:1 SIDES A�I� *®♦ APPROXIMATE SLOPE = 1.8% ��♦♦�` `�� ?> LINE WITH ROLLED EROSION CONTROL FABRIC / ° (NORTH AMERICAN GREEN DS75 OR APPROVED EQUAL) SEWN -IN CONNECTION SLEEVE FOR PUMP , �� DISCHARGE HOSE ` / \ �� S A \ o _ _ tit \ ASS \ SILT FENCE \ \ ` \ 3. MONITOR SEDIMENT FILTER BAG REGULARLY FOR THE PRESENCE OF TURBID 2. THE LENGTH AND WIDTH OF THE TEMPORARY SEDIMENT BAG SHOWN ON THIS WATER BEING DISCHARGED. IF ANY TURBID WATER IS BEING DISCHARGED FROM DRAWING MAY VARY PER VENDOR SPECIFICATIONS. THE BAG THE SITUATION SHALL BE RESOLVED IMMEDIATELY. IF TEMPORARY BLOCKAGES ARE NOT FOUND, ASSUME THE BAG IS AT SEDIMENT CAPACITY AND 3. TEMPORARY SEDIMENT FILTER BAGS SHALL BE EQUIPPED WITH A SEWN -IN SLEEVE OF SUFFICIENT SIZE TO ACCEPT A MINIMUM FOUR -INCH DIAMETER PUMP DISCHARGE REPLACE IMMEDIATELY. HOSE. THE DISCHARGE HOSE SHOULD BE EXTENDED INTO THIS SLEEVE A MINIMUM OF SIX INCHES AND BE TIGHTLY SECURED WITH A HOSE CLAMP OR OTHER SUITABLE MEANS TO PREVENT LEAKAGE. HOSE CONNECTION THROUGH A SLIT IN THE BAG WILL 24" MIN NOT BE ACCEPTABLE. 6" MIN OPTIONAL LIFTING STRAPS 4. THE PUMP DISCHARGE HOSE CONNECTION SLEEVE SHALL BE SECURELY TIED OFF DURING DISPOSAL OF THE TEMPORARY SEDIMENT FILTER BAG IN ORDER TO PREVENT I I I i I I I l UPSTREAM V \ \ LEAKAGE OF COLLECTED SEDIMENTS. '�'•�'�'�'��-•'-"�1 I I I I I I I I TEMPORARY I COFFERDAM I I I I I / /� / ) //, / V A \ \ \V // �� I\ \ \ \ \ i �� U \ \ \ �� \ \ �� \ \ , \- � COVER #57 STONE PAD ,�� WITH GEOTEXTILE FABRIC ,� i \ \ \ - \ �\40/ , • � 40 \ 24"MIN #57 STONE � �� i • � ::� `� Pt ; �; �� VARIES WITH GROUND LINE SLOPE 5. TEMPORARY SEDIMENT FILTER BAG SHALL BE REPLACED WHEN 6 INCHES OF SEDIMENT HAS ACCUMULATED OR IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SEDIMENT FILTER BAG 6. CONTRACTOR SHALL SIZE THE BAG DEPENDING ON USE AND FLOW REQUIREMENTS. 1 �� GEOTEXTILE FABRIC V \ \ V �•a.•��I \ \ ��••y�I �••t�l f:��J • SEDIMENT \ \\ \ 1�V \\� POLYETHYLENE SHEETING �� ' �' �' �\, FILTER BAG '',� I I I \ \ \ STA. 13+33.13, 41.18' LT. STREET C ( `��: \ \ �'��\ (6 MIL MIN) 6" MIN VARIES \ CAST IN PLACE HEADWALL '` I II 24" MIN Vvt\ \ \ (TO BE DESIGNED BY OTHERS) �� 0\ 'AI II \ II INVERT = 263.F�1 I -VARIES `"I WITH VARIABLE10' (10' MIN.) SILT FENCE110 MIN SILT FENCE I \ V � �� \ \ klal I I I GROUND SLOPE �=��L!� � �%_�pI_% �� r-`"��- EXISTING GROUND LINE CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA LN :(S/ tkIk \ I I I II \ \\ \ \ �I ` TOP VIEW \ I USE #57 STONE TO LEVEL BAG FROM POLYETHYLENE SHEETING 2i5 vl:; ti 1% \ NATURAL GROUND LINE II \ \ STA. 1+52.29 = II I II I \ \ \ \ \ 1 0�, STA. 12+86.56, 47.27' RT. STREET C ` SIDE VIEW \ I 1 \ \ \ \ \N� \ \ \ \ I I 1 \ \ \ I \\ \ 1 \ ti \ \\ 0° �•�� CAST IN PLACE HEADWALL / - (TO BE DESIGNED cY OTHERS) CULVERT INVER;'L`O 261.34 \ \ N \ \ \ \ SEDIMENT FILTER BAG \ \ \ \ I ' �� 1 \ \ I \\ I 1 \ \\ :r P` . I• \ �' • \ \ � DOWNSTREAM \ TEMPORARY \ \ NOT TO SCALE \ `. \ \ ��o / I __ ..... *« I I I JII 4I.• ...•• O • :' .. a!: -6 I I ...�S J COFFERDAM \ , I r \�\' -�_ \ \ \ EXISTING �1 E I ' �-� ` CHANNEL > \ ) 1 __ TEMPORARY EROSION \ X�j I \ I I • \ I z \ \ \ \ ) \ \ \ FLEXIBLE \ \ \ } FLAT BOTTOM CONTROL FABRIC SEE PLAN FOR (NORTH AMERICAN GREEN WIDTH DS75 OR APPROVED EQUAL) ti \ ..•\ \ I \ \ ti HOSE I / \ \ \ \ INSTALL IN ACCORDANCE \ ` .. , i I \ \ WITH MANUFACTURER'S \ \ \ DEWATERING PUMP \ II `\ \ \ RECOMMENDATIONS ii \\ \ V A �`�� /I \ TEMPORARY BYPASS CHANNEL °� / SEDIMENT BAG 0 \ \ \ \, \ \ / \ TYPICAL SECTION \ \ / CULVERT BYPASS PLANS / TRIBUTARY // 4 \ ( CULVERT PLAN \ 20 \ N GRAPHIC SCALE ° 10 20 40 NOT TO SCALE - - . BYPASS CHANNEL 1 inch - 20 ft. (SEE TYPICAL SECTION THIS SHEET) • TEMPORARY BYPASS CHANNEL -� \ \ �x 11 - '. 10' FLAT BOTTOM, O SIDES \ ,' Q - _ ,'.♦1Wr \ ♦♦'`♦♦♦♦♦.�' APPROXIMATE SLOPE = 4% \ \ ;' 1 -/ 'a / 7 LINE WITH ROLLED EROSION CONTROL FABRIC J \ J .♦♦♦♦♦�♦♦♦♦♦♦.' PUMP -AROUND (NORTH AMERICAN GREEN ` 295 1 ORS PROVED EQUAL) _�`\\\ . ♦♦♦♦♦♦♦ ♦♦' NOTES: 2g0 \ - ' / it ./. \ �``\\\\\ �- -� - / 1. IT IS RECOMMENDED THAT WORK BE SCHEDULED SUCH THE / i / �` 290' ( i / '.♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦, CULVERT REPLACEMENT CAN BE COMPLETED DURING A TIME OF ,i CULVERT N , MINIMAL PRECIPITATION. 2. BYPASS PLAN IS SCHEMATIC. CONTRACTOR IS RESPONSIBLE FOR 7 _____,♦♦♦♦•••♦♦♦♦♦♦♦♦♦' Itk THE DESIGN, INSTALLATION, MAINTENANCE, OPERATION AND `,.♦♦., �.♦♦♦, - \ REMOVAL OF ALL EQUIPMENT AND TEMPORARY CONSTRUCTION TO ��\ \ - / J � \ \ � �� ` � ',♦♦♦ , CLASS "B" RIP -RAP ' ♦♦♦. ` INSURE "DRY" WORKING CONDITIONS. 12' MIN ,`♦♦♦,, 3. PUMP AND LINE SIZES TO BE DETERMINED BY THE CONTRACTOR. ,'♦♦♦.'� \ 90 ' I \ \ •4. ♦`® `�♦ \ ♦ oy• N •o VoU `'♦♦♦`' TRIBUTARY 3 CULVERT 5 ?• _� \ ,-- ---- \ �► ♦ \ f\ oa•\�►,• ��♦S►• ++10 ;:..:::_.::.; ::::• ;;' / Ow/4 • 1 i • • oo�• •7/// • • �• l�.�1•t��.�. •�o� JECT• Vic„ EA ,. N :::.......:....::............:.:::::.......:..:{ ::::::./ >. ::. :::....:::::::::::::. s;:':•:';;;;;; •BASE FLOW TO BE DETERMINED BY CONTRACTOR Q10 94 CFS 42 200 GPM • Q25 = 120 CFS-53,900 GPM\ TRIBUTARY 4 CULVERT I 04:4. i \ STA. 0+49.28 = � I/♦ 280 / STRE:.: ♦ . � � s;:s:;;:;:a::;••'.::a::�::�: STA. 31+42.36, 47.51 LT. STREET C� ♦ \um . � _, � � ♦ � ;;;;;;;;;;;;;;;•;;;;; i. CAST IN PLACE HEADWALL \ � / � �o ...........•;.....•..•:..... N �;: F ..• ; ::;:;:s:;a's' � :-•:;;:;;a:;:::'�• :;;;:;;;;:;;:;;;;:;;:;;;;:;;;, :....,..,....,..,....,..,....,..,....,..,....,..,...... • 1 Ps •• • • � '� ••• .• Pro • � 4 • •••• ...................................................... _... ............................. ............... _.•................. `,,...�.. .. _..__ .. • CONTRACTOR BASE FLOW TO BE DETERMINED BY CO C OR • Q10 = 87 CFS (-39,000 GPM) • Q25 110 CFS 49 400 GPM 5. EROSION STONE TO BE CLASS I OR B RIP RAP AS SHOWN 0 0 UNLESS DESIGNATED DIFFERENTLY ON CONSTRUCTION PLAN. Job No. 02190372.10 Drawn By W R \ /.�/ ( ) �I' \ ) I1 TO BE DESIGNED BY OTHERS - - - 0+0 �� INVERT - 280.60 ` �� I • • •• .. • Date 11/05/2020 Designer WR \ ` ��•• \ \ •.0 %•�� \• ,, „ ,_ \ ' ��J♦ ' �j� �� TEMPORARY COFFERDAM AND / ��•� PUMP MAINTENANCE NOTES: \ 0200• �, e, i \ �♦ o - CONSTRUCTION STREAM CROSSING / \ \ � ,�� \� \` �"�'8 , _� 1. INSPECT WEEKLY AND AFTER EACH RAINFALL EVENT THAT pp00000000000 °o° CA °oo o° N R °o °,°°°°°°°°°��/°o°°00,,• o =� °o41, FES$/� °° o�li7 o o °og, SEAL o 0 8 042669 0 F '♦/DOWNSTREAM o °°° tiGINE�°°° ° °° °° �� ° o °00000°0 ` 0 oocusigne�b�S< P` 00° /'1 oOo �' R, O. l� WLS �7j°p0000000000°06/8/2021 \ �/`/� ;�� / ��•y♦��•♦� � "I" SEDIMENT BAG PRODUCES/ INCH OR MORE OF RAIN. UPSTREAM Lam. \ TEMPORARY ""• �.•' \ \ y �.♦ 80 CLASS RIP -RAP - \ - FLOW (ACF "DIRTBAG" OR APPROVED EQUAL) 2 2. REMOVE SEDIMENT AND WOODY DEBRIS PROMPTLY. `- �.�,A �� COFFERDAM 1 . „ 4'0f It �z ,\ ,i ♦ SIZED AND INSTALLED IN - 3• •,`PLAN ACCORDANCE WITH MANUFACTURERS REMOVE COLLECTED SEDIMENT FROM STONEIRIP RAP AREAS AS°�� •. , t �J-�I/.J, �' ��'�= ft �-\ � ,. \ • � � ° � _ _ � RECOMMENDATIONS NECESSARY. TOP DRESS WITH 2", WASHED STONE AS NECESSARY. CONSTRUCTION SEQUENCE ram'• v- � - _ = # ��-� -- \ \ 1 _I .=i \• \ N ` _ \ \ - 1 N a.f \ \ �� N \ \ 2g0 \ o 1 \ \ a •, m \ AV �i '�� ) v ` _ TEMPORAF28 , LU / 0 / N ♦/ / COFFERDAM 1 \ • �� /�' - - - - \ - - � WATERPROOF POLYETHYLENE AND PUMP TO AREA DOWNSTREAM OF CONSTRUCTION AREA.o ii\N 1. INSTALL PUMPS UPSTREAM OF TEMPORARY STREAM CROSSING - - - FABRIC ON FACE (MINIMUM 8 MIL BEGIN PUMPING AND CONTINUE PUMPING WHILE WORKING WITHIN - - - - THICK) THE STREAM. - _ _ \� 2. INSTALL BYPASS CHANNEL. DIVERT FLOW TO BYPASS CHANNEL. 12'MIN FROM PUMP TOP OF BANK ` \ \ \ \ \ \ \ �- ��_ /� / - �tig0 _ _ 1 / • f - \ ` / J 3. INSTALL UPSTREAM DAM (CLASS "I" RIP -RAP) AND DOWNSTREAM DAM (CLASS "B" RIP -RAP) WITH WATERPROOF POLYETHYLENE Revisions •• \ oo\ �, - - - - is6 i�6 i�6 i� i�6 FABRIC FACING (MINIMUM 8 MIL THICK). \ ,4 2g5 \ \ I 10 di � / - - 1 PERTONS COMMENTS 2021.03.08 \+• �\ \ C 2 5 - - 4. INSTALL WORK AREA DEWATERING PUMP AND SEDIMENT FILTER 0 / BAG AT TOP OF BANK. DEWATER CONSTRUCTION AREA BETWEEN \ \ p • \ / i 1 � rn I /1 1 � 1 PROJECT STONE DAM USING THE FILTER BAG. -:::::. 2 PER H COMMENTS2021.04.14 TONS N � \ ._._ .-• -•- mac•- \ I /, 2 I AREA oo O INSTALL THE CULVERTS O O 5 S CU ERTS AND HEADWALLS. -275 � o _. � 0 S � 8 � \ \ J \ S� \ 295 \ _ '' DEWATERING \ ! • \ - STREAM FLOW � 0 00 C %- ` _ _ - 0 000 Ovoo ' / �� a-, 6. BACKFILL CULVERT. 3 PER TONS COMMENTS 2021.05.12 �- \ ■ 0-� PUMP r -•:t ='. :_. - •�s `_:.' :; ti :• '-^-;•::fi -'-=' _- 7. INSTALL PERMANENT EROSION CONTROL DEVICES AND STABILIZE '` - - p�-� _ \ 1 STA. 1+42.81 = __ ;�- t- ,� i.,r,,t ; _, :' ;: ; :�- -4=^' . _ .- \ \ N \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ N\ N \ \ \ \ Y \ \ \ \ STA. 31+46.48, 46.09' RT. STREET CAST,,,,,, �N PLACE HEADWALL (TO BE Ds�;NED BYOTHERS2 CULVERT INVERT = 276.24 / �, C N `� \\\ \� 6° �� \ I. FLEXIBLE \ �I _ _ \ HOSE \ \ SEDIMENT I - - WATERPROOF POLYETHYLENE AREAS AS INDICATED ON EROSION CONTROL PLAN (SHEETS 7.0 �� - THROUGH 7.6). 275 �- _\ EX STREAM BOTTOM FABRIC ON FACE (8 MIL THICK)4 I -2Z5 8. CONCURRENTLY WITH STEP 8 REMOVE PUMPS, SEDIMENT BAGS, �- AND TEMPORARY COFFERDAMS. (REMOVE POLYETHYLENE, \ REMOVE AND STOCKPILE RIP -RAP, TO THE LEVEL OF THE STREAM TEMPORARY PER TOHS COMMENTS 2021.06.09 _\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ l \ \ \ \ \ \ \ / / �; \ \ STONE DAM \ ' \ \� \BAG \ 1 \ BOTTOM, FOR USE IN CONSTRUCTING RIP -RAP DISSIPATOR. \ \ 1 \ \ SECTION A -A 9. CONSTRUCT ROADWAY IMPROVEMENTS. \ \ \ \ \ / \ \ \ } ! -\ \ \ / ■ \ \ \ \ \ N1 \ \ \ \ I 1 \\ \` 7 // I■ II \ \ \\ \\ `\ \\ -40 _\- --\\-N- 1iI ,\_ - _ 0 TEMPORARY STREAM CROSSING BYPASS TRIBUTARY 3 CULVERT PLAN 20 GRAPHIC SCALE ° 10 20 40 NOT TO SCALE Sheet No. 1 inch = 20 ft. DocuSign Envelope ID: D4025286-8E94-4AFA-AF21-77B4286043AE Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\C8.0 - C8.6 DETAILS.dwg- Tuesday, June 8, 2021 9:24:18 PM - PIATEK NUNEZ, ZENON K:\19\19-0370\190372.10-L O O b O OF WiLhersRavenel Engineers I Planners I Surveyors 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.3340 I license #: C-0832 I www.withersravenel.com RIGHT OF WAY 6' UTILITY/ 82' RIGHT WAY 6' UTILITY/ 8' UTILITY/ 90' 8' UTILITY/ _ LANDSCAPE STRIP LANDSCAPE STRIP LANDSCAPE LANDSCAPE 55' ROADWAY SECTION STRIP 60' ROADWAY SECTION STRIP * 5' BIKE 5' BIKE 2.5'7r�4� 1 2.5'• 1.5' 1.5' 5' BIKE 2.5' 18' MEDIAN WITH 12' TURN SIDEWALK 5' MIN. �tiS2.5'? PARKING LANE 12' ROADWAY 12' ROADWAY LANE ' PARKING-- 6' SIDEWALK - 1' 5 BIKE LANE 12' ROADWAY - LANES WHERE NEEDED 12' ROADWAY - LANE -- 6' SIDEWALK VARIES 0'-2.5'-- - OVARIES 0'-2.5' 1' �f 1' - a .. .... A STD. C&G - �_ -- - 30" A A- 30" STD. C&G B -18" MED. C&G C - 3.5" C.A.B.C. D - 3" S9.5B A C •a-, .. Via:.. F -------- -_ _ _ B CROSS-SECTION A B - 3.5" C.A.B.C. C - 3" S9.5B D - 4" 119.0B E -10" C.A.B.C. E B NOTE: WHEN A WIDER SIDEWALK IS DESIRED FOR PEDESTRIAN ACTIVITY THE SIDEWALK CROSS-SECTION B MAY EXTEND PAST THE RIGHT OF WAY AND BE E-4"119.0B F -10" C.A.B.C. b Cl COLLECTOR O M1, R1, R3 COLLECTOR INSIDE A RECORDED EASEMENT IN THIS CASE , O O I CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA _VARIABLE WIDT UTILITY/LANDSCAPE 82' RIGHT OF WAY VARIABLE WIDTH UTILITY/LANDSCAP r STRIP STRIP _ 6' UTILITY/ 71' RIGHT OF WAY 6' UTILITY/ 39' ROADWAY SECTION 52.5'7r,_ ,.r...r-st2.5' 5' BIKE 5' BIKE J LANDSCAPE LANDSCAPE SIDEWALK 5' MIN. VARIES 0'-2.5' y - - i - LANE - 12' ROADWAY 12' ROADWAY --- LANE ! - VARIES 0'-5.5' STRIP --� 2.5'? ' 5' BIKE 47' ROADWAY SECTION 5' BIKE 2.5' STR P i1' ri SIDEWALK 5' MIN. - PARKING- LANE 12' ROADWAY 12' ROADWAY LANE - - SIDEWALK VARIES 5' MIN. f 1' A - 30" STD. C&G D B - 3.5" C.A.B.C. C , .,� k C - 3" S9.5B D - 4" 119.0B E - 10" C.A.B.C. B E CROSS-SECTION NOTE: WHEN DESIRED FOR B 1 ACTIVITY THE A WIDER SIDEWALK IS PEDESTRIAN SIDEWALK MAY A - 30" STD. C&G B - 3.5" C.A.B.C. A C - 3" S9.5B E B NOTE: WHEN A WIDER SIDEWALK IS DESIRED M1, R1, R3 COLLECTOR EXTEND PAST AND BE INSIDE THE RIGHT OF WAY A RECORDED D - 4" 119.0B FOR PEDESTRIAN ACTIVITY THE SIDEWALK E - 10" C.A.B.C. CROSS-SECTION C MAY EXTEND PAST THE RIGHT OF WAY AND BE RIGHT EASEMENT IN OF WAY THIS CASE M1, R1, R3 COLLECTOR INSIDE A RECORDED EASEMENT IN THIS CASE *SEE TOHS305J DETAIL (UTILITY STRIP WIDTH DIFFERS) v v 110' UTILITY/ 110' RIGHT OF WAY 6' LANDSCAPE STRIP 53' ROADWAY SECTION EXISTING EXISTING SHOULDER VARIES 6' UTILITY/ 6' UTILITY/ LANDSCAPE LANDSCAPE 5' SIDEWALK 2.5'• 5' BIKE ��LANE ROADWAY +/ 10' EXISTING DITCH VARIES STRIP 2.5 �5' BIKE 86' ROADWAY SECTION 5' BIKE - 2.5'� STRIP I 24' ROADWAY - 10' MEDIAN -- -- - _ VARIES 5' SIDEWALK 1' LANE - 24' ROADWAY 20' MEDIAN - 24' ROADWAY - LANE - - 5' SIDEWALK --- 1' ROADWAY DETAILS Lam A - 30" STD. C&G B- 3.5" C.A.B.C. C - 3" S9.5B D4"CA A C F B CROSS-SECTION B ` - _ D - - \ \ - A - 30" STD. C&G B -18" MED. C&G C - 3.5" C.A.B.C. Da F CROSS-SECTION D - E0.B.C. WOODS CREEK ROAD/OLD HOLLY SPRINGS APEX ROAD - 4"119.0B v (INTERMITTENT v SECTION) o F -10" C.A.B.C. 0 WOODS CREEK ROAD/OLD (ULTIMATE *SEE TOHS307A (UTILITY STRIP HOLLY SPRINGS APEX ROAD SECTION) DETAIL WIDTH DIFFERS) 55' RIGHT OF WAY , , , 51' RIGHT OF WAY , - - 25' EASEMENT - - 37' EASEMENT 6' UTILITY/ LANDSCAPE ROADWAY SECTION 6' UTILITY/ _ 6' UTILITY/ LANDSCAPE ROADWAY SECTION 6' UTILITY/ LANDSCAPE 21' ROADWAY SECTION 5' SIDEWALK -- - - 2' - STRIP 31' LANDSCAPE STR P 27' STRIP 16' ROADWAY 2.5' RESIDENTIAL UNIT STRIP �2.5'• 2' 2.5' 2.5' 1' 2' PARK FRONTAGE PARKING 16' ROADWAY 2.5' FRONTAGE 2.5'� 2.5' ' SIDEWALK 2.5'7.r+-tip -- - C - C 5' SIDEWALK 1' y - - 13' ROADWAY 13' ROADWAY -- 5' 5' SIDEWALK 1' 1' - 11' ROADWAY 11' ROADWAY - 5' SIDEWALK 1' A- 30" VALLEY C&G�e.�._._._._.=-.=-.=__ D D C C ., , ,.a_ -� � - - - - - L D� " 9., D�F B - 3.5" C.A.B.C. C-1.25"S9.5B A E A E r,• 4t- 1 D 119.0E A - 30" STD. C&G B - 3.5" C.A.B.C. C-1.25"S9.5B D- "C.A.BCg A B T.�.. ,. .... E .. A - 30" STD. C&G B - 3.5" C.A.B.C. C-1.25"S9.5B E-8"C.A.B.CB A B -1.75" B B B E - 8" C.A.B.C. A - 30" VALLEY C&G E B - 3.5" C.A.B.C. C-1.25"S9.5B CROSS-SECTION F CROSS-SECTION G D - 1.75"119.0B E-8"C.A.B.C. CROSS-SECTION H CROSS-SECTION E RESIDENTIAL/LOCAL STREET RESIDENTIAL ALLEY F - 30" STD. C&G PARK FRONTAGE RESIDENTIAL/LOCAL STREET WITH SINGLE SIDE ON -STREET PARKING *SEE TOHS302 DETAIL (UTILITY STRIP WIDTH DIFFERS) WITH NO ON -STREET PARKING *SEE TOHS302 DETAIL (UTILITY STRIP WIDTH DIFFERS) RESIDENTIAL ALLEY NOTE: A WIDER EASEMENT MAY BE REQUIRED DUE TO NOTE: A WIDER EASEMENT CURB AND GUTTER MAY BE REQUIRED DUE TO CURB AND GUTTER Job No. 02190372.10 Drawn By WR Date 11/05/2020 Designer WR ♦,`wu I i U ui,,l11 • • SEAL S • • 028892 - • • % .. • '�� •••• FNGI NEED.••• ` ��i ••••••••'•• �� _ Docusign�d'y �R FF. iiiift ��A i�i M�itil,6/9/2021 NOTE: 1. THIS SUBDIVISION IS IN THE TRIASSIC BASIN. ALL ROADWAYS WILL BE REQUIRED TO MEET ALL SPECIAL DESIGN REQUIREMENTS AS OUTLINED IN - 55' RIGHT OF WAY 31' ROADWAY SECTION •• 6' UTILITY/ - - DRIVEWAY 51' RIGHT OF WAY 27' ROADWAY SECTION •= 6' UTILITY/ LANDSCAPE THE ENGINEERING DESIGN AND CONSTRUCTION STANDARDS SECTION 3.02J. 2. THE PAVEMENT DESIGN WILL REQUIRE NCDOT APPROVAL. THE MOST - 12' DRIVEWAY 2.5' 2.5'7ri_ LANDSCAPE STRIP . 5' SIDEWALK 12' 2.5' 2.5' 7.--- STRIP RESTRICTIVE CROSS-SECTION BETWEEN THE MINIMUM DESIGN, CALCULATED PAVEMENT DESIGN, AND NCDOT DESIGN WILL APPLY. 3. THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270 OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS). 7" ABC STONE, WITH THE 13' ROADWAY 13' ROADWAY C D - - 1' 11' ROADWAY 11' ROADWAY C D f 5' SIDEWALK 1' ... Y'4/a 4 H/SaH Revisions ASPHALT AND 1.5" S9.5C IN STAGE ONE AND 1.5" S9.5B FINAL OVERLAY. 1 PER TOHS COMMENTS 2021.03.08 4. LANDSCAPE STRIP MAY BE SUBSTITUTED WITH COMBINATION PAVING AND A - 30" STD. C&G TREE PIT (MINIMUM 6' X 12'). B - 3.5" C.A.B.C. 5. STREET TREES TO HAVE ROOT BARRIER INSTALLED ADJACENT TO PAVING. C -1.25" S9.5B E°-8' C!A.BCB F B E _ CROSS-SECTION E A I A - 30" STD. C&G B - 3.5" C.A.B.C. C - 1.25" S9.5B °-8"C.A.B.CB F E B CROSS-SECTION F A 2 PER TOHS COMMENTS 2021.04.14 3 PER TOHS COMMENTS 2021.05.12 F - 30" VALLEY C&G RESIDENTIAL/LOCAL STREET WITH F - 30" VALLEY C&G RESIDENTIAL/LOCAL STREET SINGLE SIDE ON -STREET PARKING WITH NO ON -STREET PARKING AND RESIDENTIAL DRIVEWAY AND RESIDENTIAL DRIVEWAY *SEE TOHS302 DETAIL *SEE TOHS302 DETAIL (UTILITY STRIP WIDTH DIFFERS) (UTILITY STRIP WIDTH DIFFERS) 4 PER TOHS COMMENTS 2021.06.09 Sheet No. C8.O DocuSign Envelope ID: D4025286-8E94-4AFA-AF21-77B4286043AE K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\C8.0 - C8.6 DETAILS.dwg- Tuesday, June 8, 2021 9:25:31 PM - PIATEK NUNEZ, ZENON imo WithersRavenel%. Engineers 1 Planners I Surveyors 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.3340 I license #: C-0832 I www.withersravenel.com A B SIDEWALK (5' STD) ~ NOTES: 6' MIN PROPOSEDDaE UTILITY STRIP A SIGN DESC. QUANTITY 15' 10' 25' /R 6' 0.02(M/N) B 0 01(MIN) B' I VR12 1 B CROSSWALK 1. SIDEWALK SHALL BE 6" DEPTH AT ALL DRIVEWAYS. 2. SIDEWALK SHALL BE 6" DEPTH AT ALL HANDICAP RAMPS. SIDEWALK DROP CURB (5' STD) (STD 1'-6" CURB BACK OF SIDEWALK DROP `," `� &GUTTER SHOWN) O.OB(MAX) 0.04(NORMI 0.04(MAX) 0.01(NORM) O 4 I� 1 TRANSVERSE EXPANSION JOINT TO BE A MAX OF 50 FEET.��36"x36"x36" ( LTSIDEWALKOW2-6n I13. 6•Y II ` IIIIIliII \//, ` 3 4* �M/N124"x24^II :W18 12p 4BNFAWBROOMFlN`SUBGRADE VARIES - SEE APPROVED PROJECT PLANS //6'MlN', �EE 11:1 MAX. RAMP 24 z18SECTION O(5" B-B MONOLRHIC CONC. ISLAND)5" MONOLITHIC CONCRETE COMPACTED TO ISLANDBS% MAXIMUM DRY DENSITY\///// (MODIFlED PROCTOR)APRONAYLil / NOTE/ /� 2, 3 & 4)/// / SEE INSET A �- 3"CONCRETE © R® 4 T2,- SECTION B - B ;,� U U U UU U� O PROPOSED SPUTTER ISLAND TAPER TO MATCH TAPER OF ROADWAY SPLITTER ISLAND DETAIL Wk. EXISTING 2'- 6" �/ B \ / 4 wn z GRASS UTILITY STRIP� ® Iyi `t" ti J CURB AND GUTTER PROPOSED SIDEWALK3"O" CURB O WiG7p� l7 � L.1 �TRANSITIONf94 /z' / ft. 7/4" / ft. (GONG. 3000 PSI) sIDEwALK MIN. DROPZ5-S URB TRANSITION3s^x3s• 3'-0"CURBs'x12" OP of cuae ALLEY DRIVE TRANSITION DETAIL :00, e oe w�/TY/,YiaYiI.YTY. •ELEVAT/ON VIEW mji-"I\Y��\.T..,ISOMETRIC V COMPACTED SOIL TO A DENSITY 25.0'_ �.ti';: smewx.hm) q--r, -� _ino-_sssa� -� PAVEMENT SCNFOUIF OF NO LESS THAN 959b EASEMENT o T1 = " 4.5' Ts.o' 4.5 - o- -o - ClROP. APPROX. 1ASPHALT CONCRETE SURFACE COURSE TYPICAL SECTION MINIMUM ROADWAY n T2o ` oo-PROP. X. - CONCRETEBINDER COURSE sO o GUTTER \ O JI PROP. 8 AGGREGATE COURSE N r PAVEMENT DESIGN In• .". S '•'A A.7^. .'. ra = 5[u '•`' BASE TO EXCEEDVARIABSE 1151(8.3396)PE SECTION A - A APA^� '"' ' .. FFFl R1 2' 8" S GUTTER CONCRETEI STANDARD CURB AND LU 2" I-2 / �� •��•� �� :� � �� 5 Og �" SEE SPUTER ISLAND DETAIL R2 1'-6• CONCRETE MEDIAN CURB AND h v1 NOTE. A PORTION OF ONE OR BOTH _ C Q' C RAMPS MAY EXTEND OUTSIDE THE RETURN. 8" A.B.C. =.� .��.L�..., SEE DETAIL HS341 & HS342 OSEE DETAIL HS331 & H5332 SI S2 4" CONCRETE 8" CONCRETE SIDEWALK APRON WTRI STABILIZING MATERIAL AS NOTED k W II lD ON DETAIL SIDEWALK SURFACE EXPANSION JOINT 25' PRIVATE EASEMENT R62.0' (TYP) O I T FlLL MATERIAL NOTES �`� '° / 16' ROADWAY SECTION D PAVEMENT MARKING DNES _4" 1. DRAINAGE VALLEY OF 1/4" PER FOOT UNLESS OTHERWISE DIRECTED BY THE ,,, a_ U U U H UT . ID MATERIAL AND SIZE DESCRIPTION 2 /2 8 /7 'I', ` SEE wser ► �e DIRECTOR OF ENGINEERING. T2 i Ti THERMOPLASTIC (16", 12OMILS) WHITE ENTRY HELD LINE. PLAN VIEW AND NOTE I poi, T2 THERMOPLASTIC (24", 120MILS) 6' WHITE CROSSWALK LINE ON 4' CENTERS. 2. PAVEMENT DESIGN SHALL BE AS SHOWN, OR uc THERMOPLASTIC ROMILS OWLS) STRAIGHT ARROW ��tir AS CALCULATED, WHICHEVER IS GREATER. 3. PAVEMENT RADIUS AT INTERSECTION SHALL NOTES: 1. ALL TRAFFIC CONTROL SIGNS TO FOLLOW MUTCD STANDARDS. } III• I/B" HAD. 1/2" EXPANSION JOINT BE 20FT. 2. ALL PAVEMENT STRIPING TO FOLLOW NCDOT STANDARDS. O. s1 MAXLL 1 MAX"L"x JOINT FILLER .. -._ SLOPE RESISTANT. DETECTABLE WARNING DOMES SHALL COVER THE WIDTH AND DEPTH OF THE RAMP FLOOR. THE DETECTABLE WARNING SHALL CONSIST OF RAISED TRUNCATED THIS PORTION OF RAMP NOT LESS THAN 4. PROPERTY LINE RADIUS AT INTERSECTIONS TO 1"' +® .• - - SLOPE TRANSVERSE EXPANSION JOINT DOMES WITH A DIAMETER OF NOMINAL o.s-. A HEIGHT OF 0.2" AND CENTER-ro-CENTER SPACING OF NOMINAL MUSTFALLWITHIN CURB[[ HEIGHT SHALL BE 20FT. 5. IF CURB AND GUTTER IS PROVIDED ON 3. DESIGN SHALL BE CUSTOMIZED AND SHALL BE IN ACCORDANCE WITH FHWA GUIDELINES. " II GRADE ®® 0 ®® ® GRINS MIN 3' GRASS STRIP CFCTION A -A GRADE ® ©©0 ® 0) 3' GIN 3' GRASS CRASS STRIP 2.35". THE RAMP SHALL BE BLACK IN COLOR. CROSSWALK LIMITS. 2. CROSSWALK WIDTHS AND CONFIGURATION VARY: MUST CONFORM TO TRAFFIC DESIGN STANDARDS. (SEE NOTE 10) 3. THE INSIDE PEDESTRIAN C ROSSWALK LINES SHALL BE SET NO CLOSER IN THE INTERS£C TION THAN WOULD BE ESTABLISHED BY BISECTING THE INTERSECTION RADII. (SEE NOTE 14) 4. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MAN./AL OF UNIFORM TRAFFIC CURB BETWEEN RAMPS PLAN VIEW ALLEYWAY IT MUST BE ADDITIONAL TO 16' PAVED TRAVEL LANE. MP NUT TO SCALE STRIP CONTROL DEVICES (MUTCD) PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION AND THE NORTH CAROLINA SUPPLEMENT TO THE WUTC D. DRAWING NOT TO SCALE DRAWING NOT TO SCALE DRAWING NOT TO SCALE DRAWING NOT TO SCALE STANDARD DETAIL NUMBER: HS:i11 ROUNDABOUT DETA/LDATE STANDARD DETAIL NUMBER: HS313 STANDARD DETAIL NUMBER.H5327 STANDARD DETAIL NUMBERH5330 STANDARD STREET CROSS SECTIONS ALLEYS WITH INVERTED CROWNDATE REVISIONS HollyTYP/CAL Springs6�IB/I9Springs REVISIONSHollySTANDARD CONCRETE SIDEWALK DATE REVISIONS gHolly Springs SINGLE RAMP RES/DENT/AL FOR M/NOR SUBD/V/S/ON ROADSHolly D DATE REVISIONS 2��0 ° °<`Th`�°"`. 8 /D ,Springs CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA TOWN OF ROLLYSPR/NGS ENGINEERING DEPARTMENT TOWN OF HOLL Y SPRINGS ENGINEERING DEPARTMENT h�^,�*^e�,�ez Discover The Source. 8„D Discover The Source. TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT immmmr- 2x6 DECKING 2"X6" CAP / / 2"x4" TOP BAND 1/2' SPACING 4"X6" WHEEL STOP G 2x4 EDGING 4"X6"X24" BLOCKING 8" "" ! PER4 X4NCBCPOST STANDARDSSPACED SIDE SLOPES SHALL BE LESS THAN .fi 1 (TM.) \ 4x6 FLAT I I UNLESS OTHERNISE /ND/CA7ED 0/J LAYIX/T PLANS e' 10 0' e' ANGLE \ \ TO SUPPORT WHEEL 2"X2" PICKET SPACED SEE BUMPER DETAIL Cl/T AND ACL SLOES SNACL SLOPES TO CREATE AN EVEN TIE INTO EX/S]TNGASPHALTTECO TRANSITION.SPACE STOP 4' OC II 42"MIN. PER NCBC STANDARDS 2' O.C. �� !�` INSTALL EDGE PRIOR �`�`�� A A PREDRILL HOLES FOR REBAR ANCHORS TO INSTALLATION HURRICAINE TIESt OF DECK PLANKS SPACE 4' O.C.o U 8' 2-0" m'-O" z_O LOCK LOCK P/N• ❑ -MI imi ■ 1 -6 • ALONG 4"X6" BASE 2"x4" BOTTOM BAND SHOULDER 11=0" SHOULDER 1 CARRIAGE BOLT � CENTER BOLLARD (3)STEEL !2" (COUNTERSINK TOP) RENDVEABE & LOCKABLE ENCASED WITH DEFORMED REBAR 2'0" 4x4 9.5B SURFACE COURSE 50" /2" ABOVER• GROUND 3" 1'-6 1/2" DECKING )() 2-1/2/-Ise STEEL 6 10'-0" 6" 1 /2" SPACE FOR EXPANSION BUMPER DETAIL MIN 2'X6' ° I I LL)1 ]] �uu]Jl ° 2T MAX. CROSS SLOPE SLEEVE ENCASED CONCRETE ENCASED 6' CONCRETE O O -I CONCRETE CONCRETE 2-4"X4"SLEEPERS 2'O.C. MIN. 6" ABOVE GRADE--___O I - a •. .; 4 VIEW A - A 2"X6" DECK BOARDS 4x4 EXCEPT AT TRANSITIONS L I IIIIII II IIIIIIIII III 2"X4" EDGE BOARD 0 %" GALVANIZED ` BOLTS (TYP.) ` CARRIAGE I IIIIIIIII -III III-I=I I=I I=I I -I I -I I -I I=III=III-III-III-III-III-III-III-III-III-III-III CURB CURB ° 3-1/2" 1'-6" 4"X6" BASE PLANKS I- I -I I -I I -III- - I I -III -III -III -III -III -III -III -III -III -III -III -III -III -III B B 1-1/2' - -III=III=III=III=III=1 - GALVANIZED SCREWS 3-1/2" 1/2'AS FASTENERS -_I_I=IMI=� CROSS BRACING PER NOTES: 1. STRUCTURAL ENGINEER SHALL SIZE ALL LUMBER, PIERS/FOOTINGS AND SEAL ENGINEERING DESIGN PLAN VIEW NOTES: -..-1'-6" d 1' 6 1/2" END VIEW 1'-6" TOP VIEW DETAILS AND PLANS. BOARDWALK MUST BE DESIGNED TO SUPPORT A 2000LB AN. 2. BOARDWALK MUST BE PERMITTED THROUGH THE TOWN OF HOLLY SPRINGS CODE ENFORCEMENT DEPARTMENT. 3. FOR BOARDWALKS LOCATED IN THE 100 YEAR FLOOD PLAIN, THE BOTTOM OF THE BOARDWALK SHALL BE ABOVE THE 100 YEAR ELEVATION. 4. BOARDWALKS LOCATED IN WETLANDS SHALL BE A MIN OF 6" ABOVE GRADE. 5. ALL BRIDGE DESIGNS FOR CROSSING STREAMS/CREEKS MUST BE DESIGNED AND SEALED BY AN ENGINEER. 6. BOARDWALKS OVER 24" IN HEIGHT REQUIRE GUARDRAILS. �.. CLEAN BACKFILL (SEED OR MULCH PER SPEC) COMPACTED SUBORADE NOTES - _ - 1. STAGGER JOINTS ON ALL LINEAR MEMBERS 1 IIIII HIS j 7. BOARDWALKS WITHOUT GUARDRAILS WILL REQUIRE 4"X6" BUMPERS TO BE CURB RR 2. USE GRAVEL FILL TO LEVEL THE BASE MEMBERS WHERE NEEDED 4 INSTALLED (BOLTED) ALONG BOTH SIDES OF BOARDWALK (SEE DETAIL). ° 1. CROSS SLOPE DIRECTION VARIES. SEE LAYOUT PLANS FOR DIRECTION OF SLOPE. 3. USE GALVANIZED SCREW FASTENERS 8. POST FOR RAILINGS REQUIRED AT EACH GIRDER LOCATION (AT A MIN). Or-, 4. USE TECO PLATES AT JOINTS AND FOR FASTENING EDGING TECO PLATE TO HOLD 4x4 AND 4x6 UNITS TOGETHER 5. PREDRILL HOLES FOR ANCHORING DECK BOARDS 6. ALL LUMBER TO BE PRESSURE TREATED WITH 4X STOCK SIDE VIEW RATED FOR GROUND CONTACT DRAWING NOT TO SCALE 9. ALL LUMBER TO BE PRESSURE TREATED RATED FOR GROUND CONTACT. 10. AS -BUILT GREENWAY/ BOARDWALK & VERIFY CONSTRUCTED INSIDE EASEMENT. 11. ALL BOLTS, NUTS, WASHERS, ETC. SHALL BE HOT DIPPED GALVANIZED. �J 12. DECKING AND ALL OTHER WOOD MEMBERS TO BE ATTACHED USING DECK MATE STAR FIAT HEAD WOOD DECK SCREWS (BEIGE COLOR) (ALL WOODEN MEMBERS SHALL BE BOLTED OR SCREWED NO NAIL CONNECTIONS) 13. PROVIDE 8'X6' BUMPOUT IN BOARDWALK EVERY 300' FOR VEHICLE TURN AROUND AS PER PARK AND RECREATION DEPARTMENT. DRAWING ° '-., I _ NOT I TO SCALE 2. CONTRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING ALL SLOPES DISTURBED BY CONSTRUCTION. DRAWING NOT TO SCALE DEPRESSED CURB NOTE : VIEW B - B BOLLARDS CAN BE SQUARE OR 4" ROUND. DRAWING NOT TO SCALE ROADWAY DETAILS 5FT BOARDWALK DETAIL FOR SIDEWALK STANDARD DETAIL NUMBER: HS338 Holly SIFT RAISED BOARDWALK/ GREENWAY TRAIL STANDARD DETAIL NUMBER: HS339STANDARD Holly DETAIL NUMBER. H5340STANDARD DETAIL NUMBERHS341 REVISIONS S rin S P g DATE REVISIONS S rin s 1 P g 10'ASPHALT GREENWAY TRAIL DATE REVISIONS arlioliyBOLLARD Springs POSTS DETAIL DATE REVISIONS Ho11DATE y Springs 2��D 1 24/fe Discover The Source. ,�.ne Dimmer The So «: 8/4/11 I TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT Discover TOWN OF HOLL Y SPRINGS ENGINEERING DEPARTMENT TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT DiscoverThe Source. 1-1/2" POWDER OD GALVANIZED STEEL PIPE COATED WITH COLOR 8.0' MAXIMUM 42" 6" MAXIMUM Job N o. 02190372.10 Drawn By W R / % /r i.,• %j%%�%%j%/ %%%!� �%/��y/��i�� i ' ,..: %%%/ y/j.0 . �%%%�j%%� //i!i//i/ ./ Date 11/05/2020 Designer WR . ; i% /,/i/./i/../.i'• // /%i %� /,.." %!i%1//•//4 MIN. 12"x12"x12" TYPICAL FOOTING GROUND ELEVATION CONCRETE NOTE: THIS DETAIL TO BE USED OUTSIDE OF RIGHT OF WAY ONLY. !/' •• //%//'•'. ., DRAWING NOT TO SCALE o I 11�� , fo r^ I , N��` H R �I�I :•• •t• ;. '� SSOA •••• ',� l . • .S = _ •S SEAL S• - _ S 028892 ••• - ^DoouSigrof B •••••• C\ N% ' tIIiin%1 ``6/9/2021 STANDARD EXTERIOR HANDRAIL DETAIL STANDARD DETAIL NUMBER: HS001 DATE REVISIONS HOLLY Revisions 7/24/A SPRINGSDsuuver,he 1 PER TORS COMMENTS 2021.03.08 TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT sourer. 2 PER TORS COMMENTS 2021.04.14 3 PER TORS COMMENTS 2021.05.12 4 PER TOHS COMMENTS 2021.06.09 Sheet No. C8.1 DocuSign Envelope ID: D4025286-8E94-4AFA-AF21-77B4286043AE K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\C8.0 - C8.6 DETAILS.dwg- Tuesday, June 8, 2021 9:58:28 PM - PIATEK NUNEZ, ZENON 1/2" EXPANSION JOINT A 1/8" R. SIDEWALK 1/2 6 2 0 DRIVEWAY BY OTHERS 2" R - CONCRETE DRIVEWAY APRON W/6" MIN THICKNESS TO 7/8" R. 7 MIN, DEPTH CONCRETE PATCH BACK OF SIDEWALK 5• 10a0 5" � JOINT FILLER /, 6" 3 PAVEMENT SHALL BE SAW CUT T� (3000 P,S.I.J PATCH SHALL BE MIN. PROVIDE A CLEAN EDGE SAWED PAVEMENT CUTS 6" BINDER COURSE 5. 72' (REPLACE WITH 2"l-2) 11'-16 MAX , 10.6% /W/ 4" DRIVEWAY BY OTHERS W/ MAX. RECOMMENDED GRADE / 1 „ }T l I % 12 6" T / 12 " 5' SIDEWALK a<•aEx Fr��_%%%%% f i % r y X E 1ST PA V'T EXIST. PA V'T SCORED OR EXPANSION JOINT CONCRETE 42"RADIUS N RISE _ ° - DRIVEWAY r- 1 1l f~ 4 % '_ MIMI • �• l Z�t..•l!•v%;� I.u''„ ,, , r•'%.�^i.1.;::,�'i,� ::we APRON EXISTING PAVEMENT - - I- I A J STANDARD 2'- 6" CURB Br I ._ ... . , . �' '.,'.':.• .; ......� .. .. .. / 6" THICK 5, TRANSVERSE EXPANSION JOINT _ GUTTER W }�I 1r��i�''� "!y ('Iq -8" - EXPANSION JOINTS EX. CURB 6" THICK COMPACTED SCORED OR 5' FRONT ELEVATION , I)'17'�tj - °1„I�j'.'f�, •t'1" s +W s':� - STONE COMPACTED MASTIC SEALANT 72""""""""""":.'I - -72 EXISTING CURB AND GUTTER (MINIMUM 5' SECTIONS CURB AND GUTTER ON BOTH SIDES OF DRIVEWAY) BACKFILL EXPANSION JOINT 1/2 EXPANSION JOINT 12" 18" SECTION A A SIDE ELEVATION STANDARD CURB ° a S N - 'h? -I I I _ :::::::::::::::::::::::: .:: :::::::::.��:::'.:::'. I I- AS REQU RED PER NCDOT DO NOT DISTURB STANDARD SPECIFICATIONS EXIST. STONE SHALL BE GRANULAR MATERIAL OR - _ .,, .,,.) I- S OG 2 DO NOT DISTURB EXIST. STONE TYPICAL SECTION -I. ,'...'................' PLOWABLE FILL TO PREVENT SETTLEMENT PLAN VIEW TRADITIONAL CURB 6 .~. ........................ NOTES: a$ • _ .......... TOWN ENGINEER WILL DETERMINE WHETHER FLOWABLE FILL OR GRANULAR 1. CURB SHALL BE TAPERED TO FINISH FLUSH WITH SIDEWALK. q" 9" �s.•��!�.�' eiz��•��te�t�!� 3 1/2" MIN. I E0I I- MATERIAL WILL BE ALLOWED DUE TO TRAFFIC I I 1 - %0 WiLhei%. Engineers 1 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.33, e��rt�ef�+`��y��`�i`*R�r e• AND ROAD DESIGN. I I-1I I-1I II 1/2" EXPANSION JOINT SIDEWALK 2. BEGINNING RADIUS PROPERTIES SHALL NOT ENCROACH ON ADJACENT BASED ON A PROJECTION OF THE PROPERTY LINE lin11/8"R I) III -III -III- PIPE DIA, DRIVEWAY BY OTHERS FROM THE RIGHT OF WAY TO THE CURB LINE. 6 PIPE DIA + 18" 1 3° I le" 3. RESIDENTIAL DRIVEWAYS TO BE 12' - 16' IN WIDTH. 2" A.B.C..,. 2 -6 72" 4. COMMERCIAL AND 36' WIDE. INDUSTRIAL DRIVEWAYS TO BE A MAXIMUM OF VALLEY CURB AND GUTTER 6 3/4" / 3R 7" CONCRETE PAVEMENT ASPHALT PAVEMENT SCORED OR 12'-16 MAX SIDE ELEVATION EXPANSION JOINT, 5. ALL CONCRETE SHALL BE 3000 PSI. NOTES: CONTRACTOR: CONCRETE 6. 12' MAX. FOR 1 CAR GARAGES. NOTE TO 30" DRIVEWAY APRON 30" 7. 16' MAX FOR 2 OR 3 CAR GARAGES. 1. CONCRETE SHALL BE 3,000 2. CONTRACTION JOINTS SHALL P.S.I. BE SPACED AT 10' INTERVALS. MEDIAN (15' SPACING WILL CURB AND GUTTER ALL PAVEMENT CUTS A MAXIMUM OF TWO SHALL BE REPAIRED WITHIN (2) DAYS FROM THE DATE y112" 12.. _T BE ALLOWED WHEN A MACHINE IS USED) SIDE ELEVATION THE CUT IS MADE. IF CONDITIONS DO NOT � 8. COMMERCIAL AND INDUSTRIAL DRIVEWAYS TO BE MAX OF 36' NOTES: PERMIT A PERMANENT REPAIR WITHIN THE GIVEN CURB IS NOT REMOVED ON VALLEY PLAN VIEW - VALLEY CURB CURB 9. STREET TYPES GREATER THAN TURNOUTS SHALL BE USED WHEN DRIVEWAY ADT IS 500 VEHICLES. DRAWING NOT TO SCALE 3REMOVAL OF ANY PORTION . REMOVAL AND REPLACEMENT 4. MAINTAIN 50' MAX. BETWEEN OF CURB AND GUTTER SO THAT NO LONGITUDINAL JOINTS OR AT ALL SHALL RIGID REQUIRE FULL SEAMS ARE CREATED. OBJECTS. DRAWING NOT TO SCALE '. STONE IS REQUIRED UNDER ALL TYPES OF CURB AND GUTTER ON STREETS . S' , REQUIRED ON PARKING LOTS DRAWING NOT TO SCALE TIME LIMIT, PERMISSION REPAIR MUST BE OF ENGINEERING. REQUIRED TO BE TO MAKE A TEMPORARY OBTAINED FROM THE DIRECTOR THOROUGHFARES SHALL BE REPAIRED ON THE SAME DAY. DRAWING NOT TO SCALE STANDARD DETAIL NUMBER: H5320 Holly T TANDARD DETAIL NUMBERHS321 STANDARD DETAIL NUMBERHS322 DETA/L NUMBERH5326 >RIVEWAY AFRO\ DATE RFV/sioNs y• STANDARD CONCRETE CURB AND GUTTEfATE REV/S/oNs - SullyA.B.C. UNDER CURB AND GUTTER DATE REV/s/ONs effHollyNDARD Srl STANDARD TRENCH AND PAVEMENT REPAIR SEC-I�IE REVISIONS - Holly Springs ))Springs �' Springs z/B/,o Discover Some. 2/STANDA> 8/,0 i TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT 2/8/,0 � Uw°eer7he9oar«. TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT 2/8/70 Discover The source. TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT Discover The Some. VARIES NOTES: 1. 42' MINIMUM BURY DEPTH FOR BREAKAWAY $" Min. Low Permeable Soil Keystone CapUnit GALVANIZED U-CHANNEL PER NC00T STANDARDS. YI Deaorathre black powder 2. ALL POLES SHALL BE BREAKAWAY, SUPPLIERS TO Town standard street blade mounts coated alum. pineapple inside a custom extruded black Imperial poet systems finial D ' CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA SUBMIT FHWA AND/OR NCDOT APPROVAL LETTER WITH REGARDING PROPOSED BREAKAWAY DETAIL powder coated alum. frame. aeries Finial /7 or (2 blades per unit) equivalant. _ _•QUOTES i \\�\\\ - - - , �� \ \ " " • - - = 3. FOR SON BLADE INFORMATION SEE DETAIL H5357. ''%'%\'%�'%\%o%\\�\%�\%o,\\, ` _',I 7 END O F ROAD MARKERS 4. ALL SIGNS MUST MEET MUTCD STANDARDS AND Decorative black powder G. ALNES. Doled alum. pineapple finial NOTE: _ _::. 'I - II Ili - "- - - - - : .1 ■I' Imperial post systems D STANDARD WALLS : . ---' -- '"II�IIY See NOTE for TYPICAL APPLICATION AT END OF ROADWAY (DEAD END) 5, ALL MATERIAL TO MEET REQUIRED SPECS. AS eerie.Finial 17 or ATTACHED. eqWalant• SHALL BE INTEGRALLY I' 111 "' Reinforced Soil 1 yr color REGARDLESS OF WHETHER GUARDRAIL IS INSTALLED Decorative black powder coated alum. pineapple finial ,- "` ='" - --.1 - ^\^\ 6. All MOUNTING HARDWARE SHALL BE BLACK. Imperial post systems D Town standard street blade mounts •• a Cast it n bracket TINTED OR STAINED AN II II �`�' _" -'-- '-`---"- -' -�-- •' T "-- V cu / v' ` aeries Finial /7 or inside a custom extruded black tram, EARTH TONE COLOR. '--- - •OJ 1@q a c , a s egaivalont powder aonted slam. (2 blades per unit) N I I� II �I.IIl43� -' - ' • :_ - I-,�. _ DecDeadrotive black powder ilf II _ 24"' I■II`;�.:_ -=('.- II, Unit Drainage Fill coated alum. pineapple finial -` _ \ _'. ---� '- (3/4" Crushed 1" WHITE ' IT- r 'l I� ILII� 11::-:_.___-,._:�:--- Rock Stone) 3 MARKERS MINIMUM BORDER I 1 or ' Il�ll " II IV Traffic control with ° / \ / \ 11 - 1101':- j, Note: 6' TYP. 6' TYP. j sizebookplate sign size varies 1 �_ I�� 1 BW =FINISHED GRADE AT GREEN RETROREFLECTIVE STOPSTOP Retained Soil - ill BOTTOM OF WALL Cast iron broc et Grid Length • i II1GI 64 ° • a jrn` :jlM s Finished Grade s e r e 9' r v r Approximate PP Limits of 1 I ll '. _ ■ - L. -�1 -e I I■IIII P° .063 aluminumreel s a a s t a d .OW aluminum a N P Excavation I �!:� _ _ _ -- �- ll II II II 11 II IIP �, pp � 1 I 5 vinyl with reflective vie graphics mounted to bookplate usingo, kp a = t a • with reflective vinyl 9raPhlce, mounted to I II II cull• �1'IRIIR � :� � � Il Ill •IlIlll-ll: l - s ° o•••I•• N .Nr Itl atom stainless steel butte. Mounts w • custom bookplate- Mounts _��e�;;; it ii ii le FUTURE ) o0 oa e to black t as alum.poet ae a 30"x30) n w n M N directly to black powder coated alum. post shown (Panel Size: 30"z307 4" Perforated F- �tll(�llpllbllbllbll� PVC �O-_" Ilrr• -q� F' II�IIp1IC1 Unreinforced Concrete Crushed Stone ROAD(Panel 4'MIN. ( powder coated H n c (Black powder coated Bookplate Size: 32"x32� Drainage Required) Tile or Leveling Pad E XT E N S I B; coat d black powder coated alum. post 5 Bookplate Sze: 32"x321 a 3" olio black powder < c"did black powder (If ( Foundation Soil l VARIES 3" did black powder coated alum. post \� coated alum. poet \ amt coated alum. poet \� Base Note: \ / NOTES: 1. ALL CURRENT MUTCD STANDARDS SHALL VILLAGE DISTRICT PREVAIL (2D.43 STREET MAST ARM NAME OR SIGNS) OVERHEAD MOUNT 'Iu'I sus - Base Note _ n - 8 see 8 Baee Note / C I` See Base Note 8 is 1 C n 8 B acbasek Impowpsder alcoated Bl Poet Syetema D Series equivallant r Typical Reinforced Standard Wall Section - Preliminary Unit - 1" Setback 2. BLADE THICKNESS: 2.0mm ( 36"-47.9" ; 3.2mm >_ 48' ) ( -WALL DESIGN TO BE PROVIDED BY GEOTECHNIAL AND STRUCTURAL NOTE 1. ADVANCED WARNING SIGNAGE W14-1(DEAD MUTCD FOR DEAD END JUST AFTER LAST 2. MARKERS TO COVER ENTIRE STREET WITH END) REQUIRED INTERSECTING STREET. SPACING STARTING AS PER • AT CURB. /.72 LB/FT) PAVEMENT DRAWING NOT TO SCALE 3. GREEN RETROREFLECTIVE BACKGROUND WITH WHITE REFLECTIVE LETTERS. DRAWING NOT TO SCALE Traffic Control Stop Sign Street Name Stop Sign Sign Blade Only With Blades *Height varies depending on speed of road. See detail HS357 for blade sizes. w/Traffic Control Blade only - Local Rood - 25 mph 162" 150" - Speed Limit - 40+mph (or multi -lanes cross-section) 182" 182" DRAWING NOT TO SCALE ENGINEER PRIOR TO -FENCING WILL BE REQUIRED EXCESS OF 30 INCHES CONSTRUCTION WHERE THE IN HEIGHT. SEE RETAINING DECORATIVE WALL IS IN FENCE DETAIL. MAST ARM/OVERHEAD MOUNTED STANDARD STANDARD DETAIL NUMBER: HS358 DETAIL NUMBER. HS361 END OF ROAD NARKERS EN �TANDARD DETA/L NUMBER}iS353 HOII TOWN STREET NAME BLADE SIGN DATE REVISIONS UPGRADED TRAFRC CONTROL AND STREET NAME SIGN AND POSTSH011y (DEAD IpATE REV/S/ONS(S�SpIIIIgS/t/ts/le CHollySTANDARD �/9/20 REl/IS/ONS THIS DETAIL IS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY AND AND ONLY APPLICABLE TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT ix�w1Thgsaa«. 2/23/10 txscoverTheSour«. TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT TO WALLS LOCATED OUTSIDE TOWN OF APEX VARIABLE WIDTH UTILITY EASEMENTS. I ' TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT • DETAILS DETAIL A: STREET TREE ON PRIVATE PROPERTY Specifications --2 v n '' • - e 4••C e '•�4 ' , -SDE/O .. • 4 • a + • • - - MORT Cr WAY 24' DeepRoot Tree Root Specified tree root barriers ore a mechanical root deflector to prevent tree roots from scopes and landscapes. Assembled n 2 for Barriers harrier damaging long modules and hard to Detail "A" 085' (2.16mm) ,`\ A, �� / �- create varyng saes of cylinders surrounding root balls O85" e3- a'. LJ \� 8' ROOT GUARD / .' DETAIL B.• STREET TREE IN PUBLIC RIGHT OF WAY lMTH SIDEWALK (Surround planting style) or for linear applications beside a hordscape adjacent to one side planting style). directly of the trees (linear 7/16" (11.11 min) ✓1/4"(6.3smm) �(2-16mm) y ... . ' ' 01 gq��J 3=6 A Materials a 7• _ / I 1. The contractor shall furnish and Install as specified. The tree root barriers shall as manufactured by Deep Root Partners tree root be product L.P. 81 Langton barriers (LIB 2A-2 St. #4 m) � � �' ter,,,-oe A, CURB Son Francisco IA (800 458 7668), or approved equal. B' ROOT GUARD/ / / The barrier shall be Block Injection Molded (2.16mm) wall thickness 'n modules 24 Panels (61cm) long of 0.085" by 21% 2016mm -min) 3X ROOT TREE CENTERED BE7%£EN CURB AND SIDEWALK (61 cm) deep; manufactured with o recycled polypropylene plastic with added m 50% post ultrov Diet inh consumer bitors; ( ) "B" Lot Grading Type EGA BALL W1OTH recyclable. Enc4 Monde shad have: Detail Drainage Directed Toward Front Building STREET TREE EASEMENT 14' Not less man 4 Molded integral Vertical of at least 0085 (216mm) thickness protruding at 90' from interior of the barrer panel apart. (see panel drawing below) Root Deflecting 1/2 spaced 6 Ribs (127mm) (15 24cm) Fr (716mr- 6a5" 11 �I II Jeep Dot -11 patented Double To Ede p le for Prevent on of Raot Over of LOT NUMBER TYP. ROOF CONSTRUCTION: STANDING SEAM MEAL (W/ SEAMS * 12" O-C.) OVER UNDERLAYMENT, ROOF SHEATHING 7 / A Double Top Edge consisting of two Morsel integral, horizontal �`' ROOT s r Growth Extra Stregth, and ON WOOD TRUSSES, RE: STRUDT. A'.t / 4' IA the top f me p reel of a minimum m ribs thickness, 3/8 (953mm) wide and 1/4 lower o5rn (216mm) (635 ) apart with the hL I] II Diet Protection)and v �\ � TYPE OF GRADING B, / lower rib aeaahed to me vertical root deflecting rib ribs (see seta A) integral II pr ppearence (see petal n' � 13 �/FINISHED ECA FLOOR /(IF ELEVATION ARCH MOULDING SPECTIS, • A i � / • � A - G • " '4 - ' F 4 � � � •� S'DEI/ALK. " r - "yT ae, y A minimum of 9 Ant Lft Ground Lock Tabs horizontal ridges of a minimum 0085 (zlsmm) snaps of a segment of a ��ale the z figment joining the panel wall and the segment (9 53mm) from the panel The nine ground be about equally spaced between each of consisting thickness (sD.amm) shard protruding locks on the vertical of in the of me 3/8 each pone) shall root deflecting � I I] II ga, °"µITT'' �" "��'w DeepRoot � F.F. 443.0 APPLICABLE) MODEL � BLXXXX ON 2x5 TRIM BDARD I 1 `��_�j 2 12 �G --------------- ---------• J--- --- ------ ribs (3 between each set of ribs, see Detail integrated "B ). I] II .: ':� on Every Panel S. Potent Nos. 5,070,642 LINE 44iglik TRUS RG, _TRUSS BRG.. I I 4'� An Zipper Joining System providing as assembly by sliding one Mandl into another. for instant (see Data c") - 305,549 and 552885 Patents Pending �R/W 6� , DETAIL C.• STREET TREE IN PUBLIC RIGHT OF WAY WITHOUT SIDEWALK B' f II misv�"o'"a rd Other _ _ 'a StEic, I �L -�Ir ��III►f I I I h propertie of the materm enrol eASTM be: � a'" Lot Grading Tyoe ECB Typical Lot Layout � Test Method TyP col V°lue Copolymer � �� a.-. C Polypropylene Ii Drainage Directed Toward Front and Rear of Building � >v� I"� L _ �� v wall D63a t osa es1 I ® _ �_ �._ •`i �_ _ WALL Cfi1NSTRUCTIDN HARDIE LAP 8' ROOT GUARD strength c ela 1 30' Root Deflecting Ribs I 'SIDING 7 et ngth ® yield - Hinge D63e zees P21 11 Inte of ?art of Panel a y' �� -� ::: a' '_ W/ EXPOSURE DYER• TREE CENTERED BE7NEEN 1 wall D63e T.44a a a Ia alb a a a N ON -- - z5X ROOT CURB AND R/QVT Oar WAY qa on Il SHEATHING W00 FRAMING�= BALL 41907H ."gacon Hoge osae zo1� \\ir ° II ° ` D?968 119.625 PSI X 1 mot -win: ozssa 3.84 (ft-its) I' 11 Panel 0 085 (2 16mm) Thick 50% ❑ ^"t `. r- male - Well D7859. 84.4 IJ Past Consumer Recycled Polypropylene r:o-sueo ELEV. 0'-0° RIGHT OF WAY NOTE: PLACE ROOT GUARD AT EDGE OF CURB OR SIDEWALK. an d Installation contmamr shall install me 'red root r panels ond in the manner shownthe h vertical t deflecting ribs h II of ball d the double I M edge 127mm above d Eocn f the ( ) gm e required panels shallconnected t f isle Doti hall or joined ,aline fashion barriers b sh a I/z n f umber d me d placed along with the D inwards of i1 II Rounded Patented Molded Anti (See Edges for Safety and strength Ground Lacking -Lift Pads Deta e) ��e g:e �" Note: 1. Engineer shall provide Lot .r. s f subdivision lot on plan sheets. 2. All graded lot surfaces and minimum 2% to 3% slope. Lot Grading Tvoe ECC Grading Type for each swales shall have a i WALL CQNST • TI . LT 1HED ST rlE T= EfT SEC 1 E - ��E - h E L TH ETHER -TIE -- E'L HE-THI "T F =" L Job No. 02190372.10 Drawn By WR 4 / DRAWING NOT TO SCALE the odjocent h p . DRAWING NOT TO SCALE Drainage Directed Toward Rear of Building B• 2 Excavation ond soil preporotion shall conform to the Drawings DRAWING NOT TO SCALE ELEVATION ELEVATION Date 11/05/2020 Designer WR STANDARD DETAIL NUMBER: HS816 n STANDARD DETAIL NUMBERHS817 STANDARD DETAIL NUMBER: HS1001 STANDARD ROOT GUARD INSTALLATION STANDARD ROOT GUARD Lot Grading Type Detail Holly III DATE REVISIONS _ • HOLLY DATE REVISIONS _ H o L LY DATE REVISIONS (Springs s 1 14", -D" sGALE , /4"=r-D SPRINGS SPRINGS 04/a6A7 DleooverThe Soso. `,,`%ttt11111/1j,�, C I4 T. = . = - • SEAL • : 02889 2 • . • • A •• ��i ••• FNGINEE`�••• ' �� Q••...•�•...• %% -DocuSigri r �� BRq M. �- o pi,(,/�ra, F 1►nlltt'�6/9/2021 TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT �, Drxroverrhesdarre. TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT �-- m,r°,Yrrhe °sire TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT SILT FENCE BY OTHERS \ SILT FENCE OUTLET ONLLOW SIDE OF SF SF 6x6x8 POST STANDARD LEAF WIDTH RAIL - 2" HIGH POST CAP I SF SF� PROPERTY LINE rsF SF-1 12 a PER MANUFACTURER - MAX 8' RAIL - 3/4x6 PICKETS - 2x4 2x6TOP RAIL FLAT '� 1 N t t `� I TYP. N LL t t 7 �G"5 THE KIOSK DESIGN IS CONCEPTUAL AND I I /T� >I - �� °�'�'� �'�'�'�'i�■ �. TRUSS em:.. ELEV. u' * FINAL DESIGN WILL BE PROVIDED AT THE / - i11 I"II u, N NL N N U. �' '-' - TIME OF AMENITY SITE PLAN DRAWINGS. • t t "x / 1 1 1 _;_ r , �._ �., �._ THIS AREA WILL SERVE ALL OF THE UNITS 1\ 16GA PICKET :_ i� ;_ , EXCEPT THE WESTERNMOST ACCESS Revisions // v: u. rn LL `� `� M' N �Iss " a ==,� z:,-s'-: o aid z: a i= POINTS.. 1 PER TORS COMMENTS 2021.03.08 48" 3"x 12GA POST SILT FENCE TYP. I x° I� x° 1 °i � x° 2 PER TONS COMMENTS 2021.04.14 L� La- u_ li El LL 5L!ii . `n . rn 1 1 v ELDEv 2x4 1 1 12'x20' RESIDENTIAL ,o" FINISHED GRADE - ��-� cn Tt.' cn e UP SILT FENCE, TYP. TFENCE, L/-• 4 cn M � r. �. CONSTRUCTION ENTRANCE PER DETAIL HS 415, TYP. ,-.. .'0Y. � � 3 PER TORS COMMENTS 2021.05.12 4 PER TORS COMMENTS 2021.06.09 2" - F� k SF Pz- \ -� 4 (TYP.) ( I_ \ STREET STREET STREET Lot Grading Type ECA Lot Grading Tyne ECB Lot Grading Type ECC I11 2x4 2x6 FLAT MAIL KIOSK DETAIL 4" 1 - /`\ \ $� _ Note: ,1 , 3000 PSI CONC. FOOTING (TYP.) " CONCRETE 2' IN GROUND CONCRETE 2' IN GROUND 1. Existing diversions to be removed and silt fence to be installed as lot develops. NOTE: 1. Fence shall be aluminum 2. Dimensions may vary. powder coated with black paint. Max height is 48". 12" 2. Silt fence shall be installed along the downstream boundaries of each lot as they are developed. 3. If multiple lots are being graded at once, some silt fence between lots can be eliminated as allowed by the TORS inspector. 4. A diversion ditch/swale may be required between lots to separate lot drainage at the discretion of the TORS inspector. DRAWING NOT TO SCALE 5. Combination Temporary Silt Fence/ Tree Protection Fence shall be used on lots with wetlands, stream buffers, and floodplains as shown on approved construction drawings. Sheet No. C 8 • 2 DECORA Tl l/E FENCE DETAIL STANDARD DETAIL NUMBER: HSO12 WOOD FENCE DETAIL DRAWING NOT TO SCALE DATE REVISIONS OIOLLY ` JSTANDARD DETAIL NUMBER.• HSI002 TOWN °'�'"PRINsGs Lot Erosion and Sedimentation Control Detail HollyL OF HOLLY SPRINGS ENG/VEER/NG DEPARTMENT DATE REVISIONS ' Springs dwn5Discover \,...:,. The scarce TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT DocuSign Envelope ID: D4025286-8E94-4AFA-AF21-77B4286043AE K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\C8.0 - C8.6 DETAILS.dwg- Tuesday, June 8, 2021 9:58:37 PM - PIATEK NUNEZ, ZENON COMPACTED BACK FILL COMPACTED BACK FILL STANDARD MANHOLE 8" RING AND COVER \ \ / / / \/�// / \ \\.\/, - - - } 72" MAX MAX 20" + MANHOLE BREAK POINT CORROSION RESISTANT MAIL � /\ _ _ _ • \ / /// \ - J 2-_0^ o -' MIN. 1/2" x 7 1/2" LAG BOLTS W/ \ / \� V UNDISTURBED TRENCH WALL / \ �\ /� �/\ /\ USE FOUR 3/8 INCH ANCHO" BOLTS TO BOLT FRAME TO SPACER. USE ROPE ECCENTRIC UNIT TAPER M , o ;3, O 1/2" DIA. STEEL ROD CONCRETE ENCASEMENT (POSITION ALEAD Ds SHOWN) (3000 PSI MIX) (4 REQUIRED) / \/ / MASTIC SEAL BETWEEN AND SPACER. CONCRETEENCASEMENT TEl \FRAME /\ /\ /\ _ SECTION---, C) d d FINISHED FINISHED GRADE r GRADE �� 12° MIN • //\ SEE STANDARD DETAIL FOR MANHOLE. NOTES: �,� i 1 1/2" MIN. ASPHALT 6 : ;' \/ \� STEPS MAY NOT BE LOCATED ABOVE ��•x -y - - L -- INITIAL / \ THE INFLUENT OR EFFLUENT PIPE - 1. VERTICAL SPACING 16" O.C. % ` � / BACKFILL \ / \ 1I �/ 4' DIA \�• / O � O\I -mod / ' • d d .... d \\ SPRING LINE EMBEDMENT SPRING LINE . \\ 1 1 oR 2. STEPS TO PROTRUDE 5" FROM /�( , BASE d. •\ \ \ / p .. BASE OF PIPE HAUNCHING MATERIAL OF PIPE \ \ EMB=.. \ 4 / /� HAUNCHING hL4 r�.� \ / \ O-RING JOINT OR BUTYL RUBBER JOINT - sOrA ALL LIFT HOLES WHICH COMPLETELY PENETRATE THE MANHOLE SHALL BE FILLED WITH NON- SHRINKING GROUT. FACE OF STRUCTURE WALL, AND SHALL WITHSTAND A VERTICAL LOAD 18" M/N. 1 • 1 �� I . 1 r_ J. O 1 I -` /� 1 O COURSE / COMPACTED - IL -II- �\ \ _ -Illll- COMPACTED � \COURSE :i:l:iriiii?E4iii:: OF 400 LBS. AND A HORIZONTAL 1 Id , : "�/ 1 BACKFILL BACKFILL BEDDING / \ PULL OUT LOAD OF 1 000 LBS. 1 A \ -a- STD MANHOLE 1'-4" TYP. 2°. O / %0 WiLhei%. Engineers 1 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.33, SPECIAL BEDDING STANDARD BEDDING FOR 14' 20' DEPTHS FOR 3' TO 14' DEPTHS M/N/MUA" RISER UNIT s° s" 8" WIDTH MASTIC ASPHALT WRAP TO BE APPLIED TO ALL JOINTS. ' �►� at d � - L_--- R MANHOLE 11 d AND FOR PIPE 18" AND ABOVE IN SIZE �� RING AND COVER NOTES: 1. EMBEDMENT MATERIAL MUST BE CLASS NO. 67 OR NO. 78M WASHED STONE IS TYPICALLY USED) SOLID CONCRETE BLOCK/BRICK & MORT" INVERT OR PRECAST INVERT MEETING SPECIFICATIONS BASE UNIT Al 2 ^ J 9 477 � (f ilk. PLAN SECTION NOTES: 1. ALL MANHOLE COVERS TO HAVE 2 HOLES ONLY. 2. EMB EDMENT MATERIAL SHALL BE COMPACTED TO A -"'"1 6 2. USE SOLID LID ON ALL MANHOLES LOCATED IN LOW AREAS OF ROAD PROFILE. MINIMUM OF 90% STANDARD PROCTOR DENSITY FOR CLASS MATERIAL. ,"x:'" NOTES: i7:"TT"'1"MAo PIP;"v"'•"rs."vua "4n " "1 4. --.\ 6" BEDDING ENCAPSULATED STEEL STEP 3. MANHOLE RING TO BE BOLTED AS SHOWN W/ROPE MASTIC 3. ALL SANITARY SEWER LINES LESS THAN 3' AND OVER 20 FEET IN DEPTH MUST BE D.I.P. DRAWING NOT TO SCALE 2. NO FLAT TOPS ALLOWED. DRAWING NOT TO SCALE DRAWING NOT TO SCALE SEAL BETWEEN FRAME AND SPACER. 4. DOMESTIC MADE IN USA AND MEET H2O LOADING NC DOT NO DRAWING NOT TO SCALE 840.54. FOR FLEXIBLE RIGID TANDARD DETAIL NUMB ERHS703 Holly STANDARD DETAIL NUMB ERHS706 STANDARD STANDARD DETAIL NUM c Holly STANDARD MANHOLE RING AND COVER ENCASEMENT STANDARD DETAIL NUMB ERHS710 BEDDING AND SEMI SANITARY SEWER PIP ATE REVISIONS Springs STANDARD PRECAST CONCRETE MANHOLE DATE REVISIONS Springs MANHOLE STEPS DATE REVISIONS Springs FOR MANHOLES LOCATED N PAVED AREAS DATE REVISIONS CHolly Springs Oi ? 09 Discover 4 09 _ Discover The Source 7/24/09 TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT Y� «. TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT � TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT Discover The Source • PROPERTY TON BE CORED r OPEN END 1 T T ENTIRE SERVICE SAME MATERIAL UNLESS IN PAVED AREASOR WATER TIGHT PLUG LINE CAP AND BOOTED CLEANOUT OPEN END CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA ro.., P(WHERE NON SHRINK/NG 111 P� //,�,, q�� 1 4W AIN R THE WYE, BEND AND RISER MUST BE CAST WHEN CLEANOUT 15 IN PAVEMENT IT MUST BE INSTALLED IRON) I GROUT NON SHRINKINGCII1- GROUT I CLEANOUT•11 \� `■ \� `■ \� INSIDE A VALVE BOX WITH COVER LABELED SEWER 6" MIN. ABOVE �"" " O TWO 1 DIA HOLES F CURB AND FINISHED GRADE SERVICE LINE TEE 700,011111111111.111111 REQUIRED FOR �p� FINISH MANHOLE WALL - / ALL TYPES OF�p� COVERS WATER, Vy ,0) w GUTTER SIDEWALK GRADE TEE jr.PAVEMENT _ I d • SANITARY SEWER, & STORM SEWER C:---10#1(?%1 • I=III=III=11 _ =11TIII III1III-III 1=1 1=1 �I 1=1 6}IT 6" ......................................... .......... =III-III=I11 �- 1 PIPE STEEL STRAP I• I ( TOP OF COVER IN -LINE WYE � I �- DOWNSPOUT Z �- 1/8th BEND WYE IN - LINE PVC OR A. B.S. SADDLE40` DIP SADDLE DOWNSPOUT 'CI STRAPS 3' MAX S STRAPS 3' MAh' _ OF 7 096 WATER TIGHT ESS STEEL MINIMUM GRADE PLUG SEE NOTE STRAPITATTACHEDKWIITH STAINLES MANHOLE WALL I I ANCHOR BOLTS T THE MANHOL 7/16 OR 7/8 • • . • • . ► ► . • . ► . • • .- • • . • .- •- . •... •. WALL FOUR BEND • I • • . • • 1 • . • ♦ I I • 1 1 ♦ - _ I I • • �%Y • 1 1 1 1 1 1- = '. �■ } 90 ° BEND 6" - - - LAG BOLTS • I I Iy1 / I_ • I• 1"I� -� -� � • • i i �'• • STONE I L_ - BEDDED 2'- 1 /4" MAIM TAP TO BE MADE ON THE TOP QUARTER OF SEWER MAIN SEWER MAIN T sF/ELF 90° BEND pOVV 1 1'-11 3/4" 3/4" MIN. THE MAIN. IN LINE WYE 15 THE REQUIRED FLOW FLOW MAIN INVERT SHELF BOTTOM OF O \y METHOD FOR SANITARY SEWER SERVICES LINE T 2 UNLESS EXISTING LINE. COVER .. ... .. ... .. ... .. - `,y��%�`-��+ RE° EA°s OPTIONAL CLEAN OUT a °' ° '' ``((FOR WELL MAINTAINED AREA NOTES: PVC AND ABS PIPE DUCTILE IRON PIPE I 4 *air THREADED BRASSI PLUG FINISHED 1. FEET SANITARY SEWER SERVICES WHICH ARE 14 TO 20 DEEP SHALL REQUIRE BEDDING IN ACCORDANCE MANHOLE BOTTOM MANHOLE BOTTOM '�Y 3" WITH BEDDING DETAIL FOR FLEXIBLE PIPE. NOTES: NOTES: 1'-10 1/4" GRADE a 1. PIPING CONFIGURATION TO BE USED 1. ALL COVERS TO BE LABELED PROPERLY. 1 i 2. SERVICES OVER 20' AND UNDER 3' DEEP SHAH NOTES: 4 3/8 2 -I1/2" 4 3/8' j _ 4" THICKNESS 3000 psi CONCRETE 6 BE D.I.P. 1. PVC/ ABS SOLVENT SHALL BE USED AT ALL ON ALL DROPS. 2. DROPS TO BE CONSTRUCTED OF ABS... 2. ALL MANHOLE TOPS 2' ABOVE 100 YEAR FLOOD ELEVATION. CONSEAL 3. ALL MANHOLE TOPS 2' ABOVE 500 YEAR FLOOD ELEVATION, REQUIRED IF THAT ELEVATION IS AVAILABLE. 2 -9 1 I 4" SIDE „o VIEW 6"I` I` 3. DUCTILE. ALL SERVICES TO BE BEDDED IN STONE INCLGuING JOINTS. P.V.C. OR D.I.P. PIPE 3. SERVICE LINE MAY NOT ENTER MANHOLE THROUGH CONE SECTION OR ITS JOINT. 4. THIS DETAIL SHALL NOT BE USED FOR 4. MATERIAL SPECIFICATION - GREY IRON, ASTM A48, CL35B, MADE IN USA. DRAWING NOT TO SCALE TOP VIEW DRAWING NOT TO SCALE DRAWING NOT TO SCALE FORCE MAINS. * MAX. NO. OF SERVICES INTO MANHOLE SHALL BE 3. DRAWING NOT TO SCALE STANDARD MANHOLE RING AND COVER FOR OUTSIDE OF PAVEMENT STANDARD DETAIL NUMBERHS711 STANDARD DETAIL NUMBERNS715 TANDARD DETAIL NUMBERN5716 STANDARD DETAIL NUMBERHS718 Holly DATE REV/S/ONS S rlri S P g ST/�j�DgRD SANITARY SEWER TAP AND SERVICEHolly DATE REV/S/ONS S rlri S P g STANDARD SANITARY SEWER LATERAL CONNECTIONS FOR NEW LIN_ A4ofREV/S/ONS -HollySTANDARD $ r1II S '► P 85/6/15 INSIDE DROP FOR SANITARY SEWER SERVICE DATE REV/S/ONS y S Ilri S P gTOWN 4,0zCHolly au°`e`The suor"' liwneTfiB Baca. Discover The Source. OF HOLLY SPRINGS ENGINEER/NG DEPARTMENT TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT Discover The Source. TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT 1 1/2" RAISED (RECESSED LETTERING FLUSH) IS SI L is4L 'O, 5 5/16" SEWER DETAILS SPECIFICATION TIME (min -sec) REQUIRED FOR PRESSURE DROP FROM 3-1/2 TO _ �jtl"' 1' H •m r r WHEN TESTING ONE PIPE DIAMETER ONLY � ON(4 ON 9D4'HDIA.c A 29 3/4 DIA B.0 A�aritr m • ♦ • ,. /, :, F-- I VARIES PRY 11 bia- PIPE DIAMETER, INCHES W wETTAInB ou. ��j I I I -I 4 6 8 10 12 15 8 21 24 I i. III=III=1 1=III-I 111 25 50 0:04 0:09 0:1 0 0:20 0:18 0:35 0:28 0:55 0:40 1 9 02 204 29 258 2:01 4:03 2:38� 5:17 /�� _ , � �� qCE %a • N,, CE.,r,, ,,i RAISED LETTERING RECESSED FLUSH 1 I _1 � _I I I I I- _ IIII=1 =1 _� II I I_ I -I I ,P, r, RalseD LETTERING I LI I I � 75 0:1 3 0:30 0:53 1 :23 1 :59 3:06 4:27 6:04 7:55(RECESSED FLUSH) F � IIIII 11I I ,III 100 0:1 8 0:40 1 :10 1 :50 2:38 4:08 5:56 8:05 1 0:34 ®� (1> HEx HEAD 3/a'16 x 1 aLa LONG H LL, u-, w EL 125 150 0:22 0:26 0:50 0:59 1:28 1:46 2:18 2:45 3:18 3:58 5:09 6:1 1 7:26 8:30 9:55 11:i� ZINC ZINC FOR PLATED BOLT WITH /L WASHERREMOVABLE ADDRAD CUSTOMER T COVER SECTION FRAME SECTION rB B' GRANNY SEWER W 175 200 0:31 0:35 1:09 9 2:03 2:21 3:13 3:40 4:37 5:17 7:05 1206 1/2" / / DETAIL Ll 225 0:40 1 2:38 4:08 5:40 10 25 13:36 7 O :29 PIPE DIA. 4D-0" CLEARING H 250 275 0:44 0:48 139 1:49 2:56 3:14 4:35 4:43 8:31 11 35 12 44 15:07 1 7/16. RESTRAINED JOINT D.I.`TOPSOIL W11H STEEL ENCASEMENT 12" 12" SUBSOIL z300 0:53 1:59 3:31 9:21 53 16:38 COVER SECTION - (REFER TO BORE &JACK DETAIL) QPIPE m CLEARING 1 0:1 2 13 18:09 NOT �1\1 LUJ 1. MANHOLE TO BE APPROVED BY TOHS DIRECTOR OF CROSS SECTION / 350 1:02 2:19 3.47 8:16 11:54 16:12 21:10 ENGINEERING, FOR OUTFALL USE ONLY. 400 1 :1 0 2:38 6:03 9:27 13:36 18:31 24:12 -_ 5/6"" (/a' AS'0 N GROOVE `°R 12" 450 9 2:50 6:48 10:38 15:19 20:50 27:13 FPIPE 1 5/8" , DID. NEOPRENE CASKET 2.ONE BOLT COVER AND FRAME REMOVAL DESIGN. DIA. DI PIPE TYPICAL BURIED GRAVITY SEWER MAIN WETLAND CROSSING 500 1:28 I 5 14 7:34 11:49 17:01 23:09 30:14 3. LOAD RATING TO BE NON TRAFFIC OUTFALL USE ONLY. NOTES 12" IN 4. MATERIAL: 1. TOP OF CASING PIPE MUST BE AT LEAST 1' BELOW SOLID COVER - GRAY IRON ASTM A48 CL35B NOTES: _____________I FRAME GRAY IRON ASTM A48 CL35B STREAM BOTTOM. CONCRETE DETAIL I. THE MIXING OF TOPSOIL AND SUBSOILS ALONG HEADER LANES AND GRAVITY SEWER MNNSWITHINWE7IANDPAFASSHALLBEMINIMOEDTOTHEGRFATESTE%LENT - 2. CONCRETE ENCASEMENT MAY BE PERMITTED IN CERTAIN (IF PERMITTED) FROCTICAL OM SUBSOILS AND WILL BESOL �BACIROLD MPIPE LED INTO THE PIPE TRENCHES WILL BE NY AFTER ALLY CIRCUMSTANCES. SEE CONCRETE DETAIL. SUBSOILS RAVE BEEN PLACED AND COMPACTED. 2 GENERALSIRFPING OF TOPSOIL ALONG THEGRAVTY SEWER EASEMENT IS NOT FRAME SECTION DRAWING NOT TO SCALE 3. IF DUCTILE IRON PIPE USED, IT SHALL BE 401 PROTECT COATING AND PIPE RESTRAINED. 4. IF PVC PIPE USED IT MUST MEET WATERLINE STANDARDS AND RESTRAINED. DRAWING NOT TO SCALE PERMITTED. 3. ALL PERISHABLE MATERIALS INCLUDING TREES, STUMPS AND LARGE ROOTS SHALL BE REMOVED WITHIN THE CLEARED AND GRUBBED AREA NO STUMPS OR OTHER WOODY GROWTH WILL REMAIN IN THE CLEARED AREA FINE LITTER SUCH AS FINE NEEDLES,SMALL iWGS,ETC.SHOULD BELEFT WE HEREPO331BA4AMULCHTOPROTECTTHE Job NO. 02190372.10 Drawn CT WR Date 11/05/2020 Designer WR STANDARD DETAIL NUMBERN 5719 MANHOLE COVER FRAME FOR o u T FA L s STANDARD DETAIL NUMB ERHS722 Holly `c y STANDARD DETAIL NUMBER: HS724 4. DISTURBED WEILWDSWITHIN SEWER CORRIDOR WILL BEPLANTED WITH AWETLAND SEED MIX AS SPECIFIED INPLWTINGDETAILS INCONSTRUCTION P ANS. STANDARD AIR TEST TABLE DATE DATE REVISIONS Springs DATE REVISIONS 1 Springs STANDARD STEEL ENCASEMENT FOR STREAM CROSSING DATE REVISIONS Holly Springs 09 I 724'O9 7�24�18 / g TYPICAL BURIED GRAVITY SEWER ►uuui ��`'►► '''l .`•�o��N ••A,• /4,'- `:.` AScEESS/p 9l 9 •• • SEAL • •• = : 028892 •: .1,% •'• AGINE�-�;••'• �.? DocuSign of ••••••• ��• Glint U M'ht11 trA 111 6 9 2021 TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT Discover The Source TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT Discover The Source. OF SPRINGS ENGINEERING DEPARTMENT �� Discover The Source. TOWN HOLLY MAIN WETLAND CROSSING DETAIL NOT TO SCALE Revisions 1 PER TORS COMMENTS 2021.03.08 2 PER TORS COMMENTS 2021.04.14 3 PER TORS COMMENTS 2021.05.12 4 PER TORS COMMENTS 2021.06.09 Sheet No. C8.3 DocuSign Envelope ID: D4025286-8E94-4AFA-AF21-77B4286043AE n Plan\C8.0 - C8.6 DETAILS.dwg- Tuesday, June 8, 2021 9:58:43 PM - PIATEK NUNEZ, ZENON K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivi • too WiLhersRavenel Engineers I Planners Surveyors 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.3340 I license #: C-0832 I www.withersravenel.com 5/8"X 3/4" METER ♦_+ STANDARD M.H. RING AND COVER TOP OF METER SHALL BE LOCATED WITHIN 6" OF IDENTIFICATION TAPE LABELED APPROPRIATELY COMBINATION SURFACE AND CLEAR OF LID 12" FINISHED GRADE AIR VALVE ., ROADWAY S7V. MANHOLE RING AND COVER BASE COURSE 3 .4 I=III=III=III- :.:'r.=`i°'` '... I I-II=III=.. I I -III= LABELED WATER STD. MANHOLE RING AND COVER (- I III- - SIDEWALK -III-IIII _I 11=1 111 I I=1 I I=1 I I-1 I I- I I-) ! _ II -I 1 -IIII WATER -' •IIIL JII G - - FINISH GRADE I IIII_ LOCKLABELED _ G = = 18" ROADWAY BALL VALVELE _ -III- _ I=III-I 1 ECCENTRIC CONE COLLAR - BRASS PIPE , LUG LOCK COMBINATION AIR VALVE SIZED SET BOX ON 4"X8"X16"1 _ 9" III -II - SECTION • FOR THE PROPOSED USE BALL VALVE 4'-O" MIN. TYP. SOLID CONCRETE BLOCKS 1 GALVANIZED BRACE PIPE/ II 22' MIN. �- � � ° � L� ° r•• r •• • -...;••• • : •• • •.• • ....; e IDENTIFICATION TAPE (REQUIRED( 1�III-I -1 p• BRASS PIPE%a��•••� , CORPORATION ••••� •{� ••••••. •• •• ••3 •••'•'•1••t•• 04e •• •••!"� • �' COMBINATION AIR VALVE =1 1 i - 1 -III- COVER TO BE DYED I.• ECCENTRIC CONE SIZED FOR THE PROPOSED PURPLE SIMILAR TO � STOP SECTION 4' MIN. DEPTH -� sA l��-III= g a SERVICE SADDLES SHALL BE STD. CURB AND GUTTER ,,.- USE � i__ ■� � � �-� { PANTONE 522C � �/ a Im1g�� WITH WORDS z BRONZED BODY 85-5-5 ( _ _ ••:•• ��,.`.•.---,is vie III - I 1 I 1 1=1 1 111- J \_ WATERWORKS BRASS) AND DOUBLE `1 2" BRASS LINE OR 2" COPPER 2" BALL VALVE (i r ee e �fad,a�4�St� d440044; j�it��a�^ =1 '114P"A0' ' RECLAIMED WATER 4" 48" ° , D.I.P.1 FLUSH LINE 45' TO 60° _ - III- _ _ _ _ t***T X' ' 140T4 �•�•�40- -III-1 I -1 I DO NOT DRINK io - w STRAP FOR TAPS WITH SILICON 90' BRASS FITTING OR SCHEDULE 80 PVC 4'-O" MANHOLE 12" 12" # 57 WASHED _• -;erala .41Pa°aftd")4ftd"4.a.; - ° J BRONZE NUTS CONFORMING TO , -. COLLAR FLAP VALVE STONE _ = STAMPED INTO THE III -III- - �'• '• • '• • '• • • '•i- COLLAR 2 ASTM A98 AND FACTORY -INSTALLED �� PRECAST CONCRETE-� 1 _ _ - `� • • • • • • COVER -III- ��^ -III-III-1z THREADED,��Q z GRADE 60 RUBBER GASKETS �'•�'�=•�'•�•�'•�' - - -II1=1 I=1�^ III -III -I I I-° 711=111711711-7171=-11'171-11 � 2" BALL � VALVE a D.LP. MAIN � � o�� PIPING DETAIL II 16" TEE � rYP -II i- �, -III=1 I UNDISTURBED SOIL- ' ' ' I I -III- I I=1 I �ROD -I - - -III4' , °, W WATER MAIN IIIIiI' 2"BRASS LINE I. � CORPORATION STOP III=1 I a U N • a NOTES "K" ! - TYP. CONCRETE FOOTING .. � , , ! 3/4" TYPE SOFT APPROVED COPPERSETTER FOR 5/8" X 3/4" cr COPPER PIPE, WITH NO ° ° , 0 NOTES: (3000 P.S.I CONCRETE) s :.. WATER METER SHALL NOT BE LOCATED IN AREAS METER, BRACE PIPE REQUIRED 1 PIPE TO BE SLOPED UP MAIN SUBJECT TO VEHICULAR TRAFFIC JOINTS OR COUPLINGS AND l 6" a4 - d a ° e 1 1. TAP SIZE AND ISOLATION VALVE TO BE SAME SIZE AS CORPORATION STOP FROM FROM MAIN TO AIR VALVE ••' 8" TYP COMPRESSION CONNECTIONS. ALL PLASTIC METER BOXES SHALL BE AS • • • • - 4" MINIMUM • -• ' • AIR VALVE. MUELLER H-9968, FORD F400 :.• OR F500 OR WATER DISTR1BU770N /' MANUFACTURED BY MID -STATE PLASTICS WITH HEAVY DUTY RATED NON -LOCKING POLYMER "�I " SKID RESISTANT SURFACE 12 1 • • : j I •� ��-•,• • • •� CEMENT COVER AS CAST IRON READER DOOR AS 1�18 I - 11 18' •1,• • %� SERVICE SADDLES. 12" N' S7 STONE ^I MINIMUM •�•.• � • • •,• • • • • • �. 2. ALL PIPING AND FITTINGS, IN THE MANHOLE, SHALL BE NOTES PIPE CAP -� 16" TYP APPROVED BY THE TOWN !�.<--_-�,�..,--_•-�,, _ • ,.._. •_;_. SEE PIPING DETAIL FOR r "•, :'_ > ^�•'.'.'- BRASS OR BRONZE UNLESS NOTED. ,f ALL FIBERGLASS METER BOXES WITH POLYMER � i '' '• '�" ��''�'•" '•'' FLAP PIPING IN THIS AREA. 3. MANHOLE STEPS SHALL BE PLACED 16" O.C. 1. ALL PIPING AND FITTINGS, IN THE MANHOLE, SHALL BE BRASS- 3000 PSI CONCRETE 2. CORPORATION STOP SHALL BE LOCATED IN THE TOP OF MAIN. BUILT UP INVERT / CEMENT COVERS SHALL BE AS MANUFACTURED BY CDR SYSTEMS CORPORATION WITH A HEAVY DUTY RATED COVER AND CAST IRON READER I 1 18" j `' 1:' :• :•• .';: -'" Ili" 12"-No. 57 3. MANHOLE STEPS SHALL BE PLACED 16" O.C. WHEN DEPTH OF MANHOLE 4" DIA. DRAINAGE PIPE DOOR AS APPROVED BY THE TOWN I f ; �' '"r'ri:lt "."•' ` VALVE 28" 4. CONCENTRIC CONES MAY BE USED FOR AIR VALVE EXCEEDS 5 FEET. STONE 4. MANHOLE INTERIOR SHALL BE EPDXY COATED. WITH FLAP VALVE TO ALL SERVICE LINES, VALVES AND FITTINGS SHALL I ' 4" PVC DRAIN PIPE WITH SERVICE SADDLE MANHOLES LESS THAN 5' IN DEPTH. 5. AIR RELEASE VALVE SHALL BE MANUFACTURED BY A.R.I. DAYLIGHT COMPLY WITH AWWA C800 i 24""--I 17i„ 4X6 CAST IRON READER CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA FLAP VALVE AT DAYLIGHT NOTE: IF DRAIN PIPE TO DAYLIGHT MUST RECEIVE APPROVAL FROM END TO SEE NOTE IS NOT ACHIEVABLE THEN DIRECTOR OF ENGINEERING FOR 5. MANHOLE INTERIOR SHALL BE EPDXY COATED FOR SEWER MANHOLES. 6. AIR VALVE TO BE MANUFACTURED BY A.R.I. NOTE: IF DRAIN PIPE TO DAYLIGHT IS NOT ACHIEVABLE THEN PURPLE IDENTIFICATION TAPE MARKED: "CAUTION RECLAIM WATER DO NOT DRINK" STANDARD HEAVY DUTY POLYMER CONCRETE METER BOX AN ACCEPTABLE STANDARD AIR RELEASE. DRAWING NOT TO SCALE MUST RECEIVE APPROVAL FROM DIRECTOR OF ENGINEERING FOR DRAWING NOT TO SCALE AN ACCEPTABLE STANDARD AIR RELEASE. DRAWING NOT TO SCALE STANDARD COMBINATION AIR VALVE MANHOLE FOR STANDARD DETAIL NUMBER. HSt101 (4 Holly STANDARD COMBINATION AIR VALVE MANHOLE OFFSET FROM MAIN STANDARD DETAIL NUMBER: HSfl02 _ °; Holly STANDARD i' WATER SERVICE -I-METER BOX INSTALLATION STANDARD DETAIL NUMBER: HSfl04 RECLAIMED WATER, OR SEWER MAINS DATE REVISIONS •-4 Springs ► FOR RECLAIMED WATER, OR SEWER MAINS DATE REVISIONS 1 Springs (FOR RECLAIMED WATER SERVICE) DATE REVISIONS Holly Springs 4r13i10 Discover The scarce, 4/13/70 , DiacoaerTheSoarce.'° � TOWN OF HOL L Y SPRINGS ENGINEERING DEPARTMENT TOWN OF HOL L Y SPRINGS ENGINEERING DEPARTMENT TOWN OF HOL L Y SPRINGS ENGINEERING DEPARTMENT 8""' Discover The Source. 1" METER TOP OF METER SHALL BE2 VENT HOLES TO BE (2) 1/2" x 1 3/4" HEX HEAD, SPACED OPPOSITE TO O LOCATED WITHIN 6" OF ' STAINLESS STEEL BOLTS AND 1 1/2" RAISED LETTERING IDENTIFICATION TAPE SURFACE AND CLEAR OF LID MAIN SIZE END PIPE SIZE WASHERS AT 180' COUNTERSUNK. (RECESSED FLUSH) EACH OTHER IN OUTER RING 12" 4" - 12" 4" BLOW -OFF STANDARD VALVE BOX STANDARD MANHOLE RING AND O BOLTS & WASHERS TO BE TYPE (HOLES TO BE 1" DIA.). INSTALLATION COVER COVER DETAIL 415) 316 STAINLESS STEEL. ROADWAY .•�r�ss - - -� 16" & GREATER AS APPROVED BY ENGINEER (SEE »> . ' , -! _,^III=1 I=1 I=III '=:`r 1=I 1=I 11=; ;1=I I- LABELED RECLAIMED WATER , , - `f ',III=III (SEE DETAIL HS455) .'' (2) OPEN O I -III -I I-III=r 1 r.,.� H PICKHOLES III=1 I -III -I 11=III-III= I" SIDEWALK = 1-I 1 I _ _ I 1-I '0 INK JII -I CONCRETE /�� =_ - FILLETS ®R 1 8" \• 1' DIAMETER I1=I 1 1= " `' • LOCKABLE ANGLE - 1= 1= PAVEMENT TOWN 1 2" BALL VALVE =11 - I 18" ,`sY I=� % LUG LOCK 15 - I1=I1= •�'-;�? HOLLDWN•� NGS O SET BOX ON 2 ROWS OF 4"X8"X16" 4'-0" MIN. TYP. SOLID CONCRETE BLOCKS I1- GALVANIZED BRACE PIPE 1-I1- 27" MIN. / \ A A Ni‘,) __ IDENTIFICATION TAPE -lo(REQUIRED.,IIIIII= o -- P < -1II � I _ -III _B _,, 3 4" RAISED o 00 /MED // / LETTERING I I -III- \N� \ ^ o T oR� • 4' MIN. DEPTH - ), I=III= ` (RECESSED FLUSH) -,, �� ■� „ COVER TO BE DYED1111111110 1/2" MINIMUM R 1 2" / a • mow. `hm,� w - \-- _ URPLE SIMILAR TO ALL FILLETS 45' TO 60' - I 1 of _ --• -• 1 �sbeb� �ost�=111=11 -• -•:!• -• -• -• -• -• -•-•?•-•_ _ I I 1 = PANTONES522C THRUST COLLAR FOUR 1 1/2" RAISED LETTERING ANCHOR /RECESSED COVER TOP VIEW @ R 1/4 COVER BOTTOM VIEW 12" 57 WASHED # ,-• ;..��;��;��,��,IIIIII1 • WITH WORDS CONCRETE .............................. FLUSH BOLTS RING TOP VIEW ( ) STONE •� � • • • • • • • • � • - �`.;•;•:t•;�•••:•:, - WATER El -III-III_ - - III- : - . , . :IIII-RECLAIMED -. .. - - , -III-III - DO NOT DRINK - - TAMPED BACKFILLIII„ BOOT III -I II1-II1-I11� STAMPED INTO THE J - NDISTURBED SOILS ;,11I - 1 11I-I11-I11-I -III -III - - - - - II -I - - -III II I _ _ _ 11 I1-I1 III -III ',.: -III COVER .r ........................................................ MEG A LUG \ 233 4" / 3/4" MIN. CORPORATION STOP I III III- y<+::'x ,, ..................................... FORD VBHC 74-15W-44-44 G, � I ' "K" DIP 0 1" TYPE SOFT MUELLER B-2470-6A OR � RECLAIMED WATER DETAILS COPPER PIPE, WITH NO CAMBRIDGE 6020-415-H3H3-UQ •�:. MAIN NOTES JOINTS OR COUPLINGS AND COPPERSETTER FOR 1" ��. 45' BEND \ �/ % - CO z a WATER METER SHALL NOT BE LOCATED IN AREAS SUBJECT TO VEHICULAR TRAFFIC COMPRESSION CONNECTIONS. METER, BRACE PIPE REQUIRED REDUCER ALL CONNECTIONS SHALL BE CORED 1" 1" / / �� N. I -3" 1,. " SKID RESISTANT SURFACE 4" GATE VALVE DUCTILE e.'. o �/ �iii �i� �� „� /_///////// Y/ ///l/ ////... ALL PLASTIC METER BOXES SHALL BE AS18 -I 11 18:" MANUFACTURED BY MID -STATE PLASTICS WITH24 IRON J-i ' DUTY RATED NON -LOCKING POLYMER 3 4" MIN. CEMENT COVER AS CAST IRON READER DOOR AS `;::±:;: ::,,, ; 5/8" THREADED RODS (EACH SIDE), >. PIPE 2 1 /8'� APPROVED BY THE TOWN + '� ' HOOK ENDS INTO CONCRETE COLLAR 10' 10' � v p n. 33 1/4" SPECIFICATIONS: ALL FIBERGLASS METER BOXES WITH POLYMER�..,��,' 18 11 �" o. p 1. CLASS 35 GREY IRON. CEMENT COVERS SHALL BE AS MANUFACTURED BY CDR SYSTEMS CORPORATION WITH A HEAVY O.i .:;•.r.;r-:;;.y. k, ,:`: ^ o ° SECTION "A -A" 4„ 2. COMPLIES WITH ASTM A48 CL35B. 3. CASTING TO BE COATED WITH A WATER DUTY RATED COVER AND CAST IRON READER DOOR AS APPROVED BY THE TOWN I�24I 17:: 4X6 CAST IRON READER NOTE: MINIMUM WEIGHTS „ „ BASED ASPHALT PAINT (BLACK). ALL SERVICE LINES, VALVES AND FITTINGS SHALL SECTION B-B 4. ALL LETTERING SHALL BE CLEAN, CRISP, COMPLY WITH AWWA C800 STANDARD HEAVY DUTY POLYMER CONCRETE METER BOX 1. PIPE MAY NOT ENTER MANHOLE THROUGH CONE SECTION OR IT'S JOINT. SANITARY SEWER 2. RODS SHALL BE "HOOKED" INTO THRUST COLLAR. RING 180 COVER 120 AND CLEARLY LEGIBLE. 5. DOMESTICALLY MADE & MANUFACTURED PURPLE IDENTIFICATION TAPE MARKED: "CAUTION RECLAIM WATER DO NOT DRINK" 3. FITTINGS INSIDE MH TO BE COATED. TOTAL 300 IN THE USA. DRAWING NOT TO SCALE DRAWING NOT TO SCALE DRAWING NOT TO SCALE STANDARD 1' WATER SERVICE + METER BOX INSTALLATION STANDARD DETAIL NUMBER: HSI105 • RECLAIMED WATER 4 BLOW -OFF ASSY STANDARD DETAIL NUMBER: HSfl07 Holly AIR RELEASE RECLAIMED WATER MANHOLE RING AND COVER STANDARD DETAIL NUMBER: HS1108 Holly (FOR RELCAIMED WATER SERVICE) DATE REVISIONS HollySTANDARD Springs DATE REVISIONS Springs DATE REVISIONS Springs � '�24�09 Discover The source. '�24�09 Discover The Source. TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT Bi4/17 Discover The Source. TOWN OF ROL L Y SPRINGS ENGINEERING DEPARTMENT TOWN OF HOL L Y SPRINGS ENGINEERING DEPARTMENT �11 -.--5-3/4'� -5-1/4' 1 " RAISED LETTERING This Site Irrigated Reclaimed with Water ' � FLUSH). ooNorowNKORwASH 1/4' /4( (RECESSED BOX SHALL BE CENTERED Este irrigado Job No. 02190372.10 Drawn By WR � "SEWER" BE LABELED WATER" OR OVER VALVE SIGN BACKGROUND sitio agua reclamada. 512c con 11/05/2020 Designer WR 0 1-1 2' AS APPROPRIATE). COLOR: PANTONE No beba ni ldvese. 17"Date 0 (2) CLOSED G 1/4' PICKHOLES ��wuIIIIg 1 %%s` N CAR ��i' O`Q��••••••••��/� .0 `$' .Q�Q�ESSIQAi,•l.9 'ice' : �S • = • SEAL •_ 028892 S ••• FNGINEF-`' • '.� •.• •.• ` • .�DocuSigr�frj��L�q , I ��`;`�` ,, ii M • VdiV'a re,41 /111 "1 6/9/2021 / / ALL PARTS SHALL BE OF , r,,,,,,,,, ll:>,,, s,,,;,Ki, THE SAME MATERIAL AND ro- RECLAIMED r�/�/�� SUPPLIED BY THE SAME .. 0 ) ' ( J % % ❑WATER❑ MANUFACTURER 35 co a cz 0 Y..-o-1/2' �{ COVER PAINTED PURPLE � LID U-CHANNEL POST � � 0I II- 18 0 0 0� -3/8' I I 2-1J4' Revisions L r•A 11 COMPLETE BOX GROUND 1 PER TORS COMMENTS 2021.03.08 w / / 0' c.EQ 0 0 \if\ si.. 2 PER TONS COMMENTS 2021.04.14 III , III III I I I� I I III I I III III III Iv III I I4I I I- I I I I I I - 7/8' ¢ �t NOTES: -I -I -III >-_% 1-1 2' 1. VALVE BOX COVER SHALL WEIGH A MINIMUM 13 LBS. BOTTOM SECTION ' % I 2. ENTIRE VALVE BOX ASSEMBLY & COVER SHALL BE 3 PER TOHS COMMENTS 2021.05.12 � CAST FROM 35 GRAY IRON. 4 PER TOHS COMMENTS 2021.06.09 5/8 Lj=7:7 3. ASSEMBLY SHALL BE DOMESTICALLY MADE AND MANUFACTURED IN THE U.S.A. 12„ 7 1/8' SQUARE UPPER SECTION 4. ASSEMBLY OTHER THAN COVER SHALL BE PAINTED BLACK. 5. INSTALLATION SHALL BE IN ACCORDANCE WITH STANDARD POTABLE WATER REQUIREMENTS. DRAWING NOT TO SCALE DRAWING NOT TO SCALE STANDARD VALVE BOX (RECLAIMED WATER) STANDARD DETAIL NUMBER: HSI109 : RECLAIMED WATER USAGE SIGN STANDARD DETAIL NUMBER. HS1110 Holly DATE REVISIONS Holly Springs DATE REVISIONS y 1 Springs � 1 � "�6�8 Discover The Source, Sheet No. C8.4 TOWN OF HOL L Y SPRINGS ENGINEERING DEPARTMENT/24�os Discover The Source. TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT DocuSign Envelope ID: D4025286-8E94-4AFA-AF21-77B4286043AE K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\C8.0 - C8.6 DETAILS.dwg- Tuesday, June 8, 2021 9:58:53 PM - PIATEK NUNEZ, ZENON 10' OR LESS mw II I�IIILII III GATE VALVE I VALVE BOX THREADED COUPLING . AND COVER 6" BELOW LID it `-/-' L TEE OR CROSS �. CONCRETE CONCRETE 1 -I �- ..w VALVE BOX THREADED COUPLING 1•II� 3/4" ALL -THREAD ..V.. AND COVER 6" BELOW LID ROD (CUT TO PA VEMEN LENGTH) NSTEEL CONCRETE 0 - - - - - - - - - - - VALVE Box COVER (RAVED AREAS) O .♦_ I O \ ■ ■ ■ ■ ■ ■ PAVEMENT . _ _ .. _ .. _ .. _ .. .. _ _ _ _ _ - _ .. - - - - -- -_ -_ -_ '' '' -_ -_ - - - .. . - _ -- - - TYP. FINISHED GRADE II' THICKNESS ON . I • • • • ■ • • TER FINISHED GRAD IN UNPAVED AREAS , - - '•:: '- .: - _ - - _- - -VAL Vf BOX - 2" THREADED IN PAVED AREAS 7 - 7/2" MIN. H OR HB BITUMINOUS � ■ ■ � ■1��►��►►��►►��►►►►��►►■ ■ ■ ■ ■ ■ ■ ■.•.... ■ :• • _. _ 7 ° BRASS NIPPLE .7.- � � BRASS PIPE I � CONCRETE I A - .•=- _ 3 DIA. - - Isf - - - - - - - -- _ (6" MIN LENGTH) -� _ _ .. _ - _ - - CBACKFILLD-. . -7/2" ILIA III \ •} III -III -III -I I 1 ; .I M •_ ®®® - 2" THREADED ' ' S/8" THREADED RODS -, �- ow ---'� ' i I -III -III -III- �� I M. _ _ _ _ _ _ BRASS PIPE - I EACH SIDE) _ - _ - _____ _ - _ - _ - _ _____ _IIIIII-III-11 �'-� O\ r��•O _• _ _ _ - - -. - - - ________• • ■-; .�......... ...(UNPAVED \ 0 _ STANDARD VALVE BOX. _.._.._.._.._.._.._.._ _.._.._.._. BASE LOURS AREAS) .. .. 1'-0" M.J. NIPPLE _ \ - _ - _ - _ - - •- ._.. _.._.. _.. _..-------.._ _.. _.. _.. - - - - - - - - - - - - - ............... ........ .............. . ............... CONCRETE .. ENCASEMENT ■-1 \ • .,°..: ..: �. WITH GLANDS (MIN. - / , . - . . - . . _ . . _ - _ -._ _ _ _ .. _ - _ _ _ _ _ _ _ _ _ _ .. - .. _ _ _ _ _ _ _ - - - - - - - - _ _ _ .. _ _ - (PAVED AREAS)... \ .......... . . - I. ( _ _ _ _ _ _ _ _ _ . _ _ _ .. W . •',1':' - _ _ _ _ _ _ _ . - - 12" THICKNESS CONCRETE :....... OR I-2. H OR HB 8/TG•• . ..... AT 3000 P.S.I 1 c-1 _/ ` - . .:. CONCRETE CONCRETE BLOCKING - -. I .- I I - _ _ - _ _ _ _ _ _ - _ i , ; E Ems .. _ _ _ .. _ - r `: ..:. .; °•�. r•. _ . . _ _ • • • • •. .'.':.. CONCRETE '::.'.':..• ... �! .'. -........ .'.'.'.'.' VALVE BOX 1 4 . • •' ENCASEMENT 4' SOLID CONCRETE BLOCK - - I� - _ - _ - _ - - -. - - - _ .E E 3 'I ` .:'.;'A:.: .:.: • _ . . %0 WiLhei%. Engineers 1 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.33, 1 , '.d AT 3000 PS, - - - - - - - _ - - _ _ _. f: •.�._: D./. P. E r .. b..A ,.c :. . ._ _ �I - M - .•- - - - _ - - _. _. -.._.._.._.._. _ _ _ _ _ _ _.._.._.._.._.._ _.._.._.._.._.._ _.._.._ _ ,,• - - .. VALVE BOX_ - 5' TO 0 - - -.. - �•� ., _ _ _ _ _ _ _ _ . . _ _ _ _ _ _ _ .. _ IIII(HY•• _ COVER - _ _ L_� - _ - - -.. - ._.._ _. _.._.._.._.._. - - - - - - - ._. _ ._.._.._.._ .._.._.. ._ .._.. ;a yip :. _.._ TAMPED BACKFIL.'.��'�'.._ c311B _ _ _ _ _ _ _ _ - -__ A•' ROD REQUIREMENTS Q - _ J - _- __ _ .._ ._____ - _.. NOTE TO COIJYRACf �� TAMPED BACKFILL •. _ - VALVE BOX.SHOULO.NOT'�' ........ ... ................. . s.n .f - - 2" ATE VALVE R G O cororAcrnlyrnL'oR:l•'FlLve.. �I A/ B R NCH SIZE N0. OFRODS - _ - �'i.: - CURB VALVE " - _ '- • �� PLAN 2 - _ _ . . - . . _ . . - . _ - - - _ _ - - _- ._ _.._.. 4 NOTES: - - - . - - - -FULL - - - . - - - . - - - - - •e. :~•-T' - - (MUELLER OR/SEAL /l OR APPROVED EQUAL) - .. _ .. _ .. _ _ .. _ '_:7. MAIN VALVE NOTES: 6" 2 1. ONCE INSTALLED AND TIGHT, THE STEEL RODS AND BOLTS SHALL BE COATED_%_.f�•,�,t.,- _ SIZE _ BLOW OFF VALVE _ THRUST COLLAR MECHANICAL JOINT TAPPED CAP COMPACTED BACKFILL - _ - _ - _ ..............•.•..•......... .................. � irv\ I ........ 1. D.I.P. SHALL BE USED FOR VALVE BOX EXTENSIONS. 8" 4 WITH 2 COATS OF BITUMINOUS RODS CAN BE USED. BASE PAINT, STAINLESS STEEL AND GALVANIZED - - - - - - - - - l.�(';�'.�'•�-°.i'' - -' CONCRETE 2° THREADED CONCRETE BLOCKING "'_""""• 2. VALVE OPERATING NUT MUST BE EXTENDED SO 12" 4 _ _ _ _ 2" THREADED _ _ _ _ _ - BRASS PIPE MIN 1/3 C. Y. AT 3000 PSI TAMPED BACKFILL . •""."" "- :::::::: THAT THE THE SURFACE EXTENSION DEPTH IS NO GREATER THAN 5' FRO",, USING A MANUFACTURER APPROVE KIT. 16" 24" 6 6 2. SEE STANDARD THRUST 3. CONCRETE SHALL NOT BLOCK. CONTACT BOLTS OR ENDS OF MECHANICAL FITTINGS. - - COMPACTED BRASS PIPE BACKFILL 24" MIN LENGTH - _ _ - 5' MIN 74" MIN LENGTH SECTION BLOCK OUT RATED SOLID SEER PSI 3. PRECAST CONC OUTSIDE OF 4. DOMESTIC DRAWING RETE ENCASEMENT IS ALLOWED PAVED AREAS. MADE IN USA. NOT TO SCALE 4. CAN USE GALVANIZED RODS AND COAT RODS DRAWING WHERE THEY ARE C UT. NOT TO SCALE CONCRETE BLOCKING MIN 1/3 C.V. AT 3000 PSI DRAWING NOT TO SCALE NOTE: FOR TEMPORARY BLOW OFF ASEMB LY USE FULL SIZE VALVE OR LINE SIZE WITH 2" BLOWOFF. DRAWING NOT TO SCALE NUMBERH5606 STANDARD VALVE BOX INSTALLATION STANDARD DETAIL NUMBERHS601 Holly STANDARD DETAIL NUMBERiS603 Holly STANDARD DETAIL NUMBERH5605 STANDARD 2" BLOW -OFF ASSEMBLY y Springs DATE REVISIONS STANDARD VALVE RODDING DATE REVISIONS TEMPORARY BLOW - OFF ASSEN 3LY Holly Springs COprings DATE REVISIONS Springs 7/24/09 ® a:rooerTheSouce. 4 09 7/24/09 l TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT Discover TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT m TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT Dimmer 20 1/8" CONC. UNDISTURBED CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA 5 0" MAX. 50'-0" SINGLE VALVE MAX. CONC. (3000 P.S.L) (IF EXCEEDS MAX DISTANCE NEED ADDITIONAL VALVE 5' MAX FROM HYDRANT) THRUST SOIL THRUST (NON -LOCKING LID) 2'-0" MIN COLLAR _ _ (3000 P. S. l) 1=III <I B COLLAR 5'-0" MAX. _ �� I I=1 1=1 I=1 IIII I I III III ' I I -I I -I = TO ACCOMODA7E 18" h -III -I 11-_ III- -III I I=1 I=I I DEPTH YOKE OF METER p NOTES: TRENCH WALL ::::: �::: A I HYDRANT TO BE ---rJ- � .. h ANCHOR RING ' PLACED W77H PUMPER NOZZLE , I I D.I.P I I D.I.P. I TOP KEW ,• • •EW FACING THE CLOSEST CURB. MAIN C MAIN O e m SIDE NMETER BOX -.-12"GRASS T II'T \ y TRENCH WALL ........................... I ;;;'iy',;:+.,.� TAMPED BACKFILLa .....I ......1 . a UTILITY STRIP CONCRETE SIDEWALK 1 1 FINISHED GRADE '4 N III-III-III-1 I I- I I- n 1 n 1 u I I III I w ROADWAY 1V .11L% I CONCRETE ENCASEMENT - O• • . * • iir" METER TOP OF METER TO BE WITHIN NEEDS SEE DETAIL HS601 •1•• •• _III_ ,-" UNDISTURBED ANCHOR RING ': SET BY TOM ,, 6"-10" OF SURFACE CURB & ti gNISHED r GRADE SOIL SECTION 1\. • • •+J'� � � GUTTER - �• (=11 I► II LOCKABLE ROADWAY \\---.- L � I AIL,uuuuu I JrI I I I I � �_ STOP COCK MIN. 4' YI:_ I •I, - AI' ::" . _ .. E.., •• - _DUAL BACKFILL, - = 3" 7 STONE ° ° CHECK VALVE , ° _ Ir. �EI BACKFLOW PREVENTION -:-�_ TAMPED \ TAMPED II IN 6" �II, DEVICE CAST IRON VALVE BOX' \ SIDEWALK 1:11-II-LFII:-' _ - A :i_' j BACKFILL \ \ JI.iIJL�I. SET BOX ON �i�r�•� ��.,i•��f ;.; \ I �y Il WHEELCHAIR \ 4 ° II IIRIIRIIRIIRII II.=1 2 4" CONC.. \ • : CRIMP WATER I III 3=6"•MIN.'': \ RAMP �.� IIRIIRIIRIIRIIRIIRI BRICKS�� f SERVICE 18 LONG SCHEDULE " _ - - \ir \ 3 R11 11=IL=II. - IL .II..II. , I..II.. '- - - ''ICHOR -- .. A - \ PRE•CPos ED HYDNNT I I .IIRIIP \\\\\\\\\� = 11..1..11..1E = = = = � = - .II I II II - ..'• : .. .. .. '... .' r .. ",HE DIAMETER CONCRETE THRUST COLLAR RING RING REM \ / \ - = I-11-11-11WI11.= I II= -III=', ` m .. \ / \ 2' MIN. "x 'x . It - I - • '... W ... B G \ \ / \ 2" COPPER IP, .II- 1.=11.RI1.=_1 LIAR. -11 -I _ a ... _.:' ,. `...' . ....< .. .:. .... .. ... O MINIMUM OF 8 C.F. 41 1-0,. 1, . 2 O MAIN \ \ ..,..\...._ 1 \ 5' MAX 45' St//tR R YOKE 11 ' • 3/4" BRIDLE ROD & R00 COLLAR m NO. 57 STONE r \ 1=11. 11. IIf11-=I 6" 4 11 \ " TYPE K SOFT COPPER = R I= .1 R -1 I I= ® ,E � '• - 1'-4" °• . \ CURB AND GUTTER �i� PIPE NO JOINTS UNDISTURBED SOIL OR I.aH -I I _ _ a- . a ... , -P-II-11--iL'- `. -_ -. : I I 2 4" 4" 0" ..� TWO . < . �_ A - - - - 4III COUPLINGS P11=II11=i1=.I1=.I1� II=IIRIIR R1= _ -III • .. MECHANICAL✓O/NT..: .. , ��1 .. 3' CORPORATION COCK =II= I -I I . - ..... :.: •.. .. .,'.. 11�11 fll II 111- 30" 1'-4" 1'-2" 4" TWO 74' MIN, 3 NO OBSTRUCTIONS IN I ;� NOTES: _ -III- 2=0". .. :: c .. .. :.. _ .. .. III-1 IIII-I I( -II II- 36„ 1-4,• 1 , 4„ 4 TWO THIS AREA CONC. BRICK UNDER CORP. 18" 1. MAXIMUM DIRECT TAP SIZES ARE INDICATED MAX. f 6" GATE VALV£ REINFORCING 15' MAX. 5'----'" �' COCK FOR SUPPORT IN SPECIFICATIONS. MAIN LINE CONCRETE BLOCKING NOTES NOTES: TANGENT POINT WATER MAIN TRANSITION UP TO BOX 2. 3. METER BOX TO BE LOCATED ALL FITTINGS TO BE FLARED. AT R/W./ DUCTILE IRON PIPE TEE N07 MIN. 1 3 C.Y. AT 3000 PSI. CONCRETE COLLAR TO PROTRUDE INTO SIDES AND BOTTOM OF COMPRESSION FITTINGS ARE NOT ALLOWED. UNDISTURBED TRENC H WALL MIN. OF 6". NOTES: 1. LOCATION SHOULD ALONG STATE 2. HYDRANTS NOT BE COORDINATED MAINTAINED TO BE LOCATED ROADWAYS. WITH NC DOT IN RADIUS. DRAWING NOT TO SCALE NOTE: CARRY WASHED STONE UNDER AROUND PIPE TO PROTECT CORPORATION COCK AND DRAWING NOT TO SCALE 4. 5. ALL "xi" WATER METERS BY TOWN. METER TO READ IN 100's TO BE SUPPLIED OF GALLONS. 1. TOP OF BLOCKING TO BE 2" FROM CONCRETE THRUST BLOCK HYDRANT WEEP HOLES. 1/3 C.Y. AT 3000 PS/ DRAWING NOT TO SCALE 2. MEGALUG OR 6" CAGE IS ACCEPTABLE INSTEAD OF ANCHOR RING. 20" BARS DRAWING TO 16" TO PLACED MAINS=12-N0.7 36" NOT MAINS=12-N0.8 AS SHOWN TO SCALE BARS BARS STANDARD HYDRANT LOCATION STANDARD DETAIL NUMBERHS613varaum Hollyoll STANDARD 3/4� WATER SERVICE STANDARD DETAIL NUMBER.HS615 Holly STANDARD HYDRANT INSTALLATION STANDARD DETAIL NUMBER:Opringsy STANDARD THRUST COLLAR INSTALLATIONsTANDARD DETAIL NUMBERHS623 �/J'HollDATE REVISIONS SpringsDATE REVISIONS• SpringsDATE REVISIONSDATE REVISIONS►� y (S 1 Springs HiLmrert6e Ho■x �m�� 7/77/YBcoverThe Hoard. 7/24/09 `• Discover The Source. TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT Discover The Source. TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT STANDARD TYPE (UP TO 20 FEET IN DEPTH) STANDARD STEPS STANDARD MANHOLE 16" ON CENTER RING AND COVER STANDARD STEPS /6" ON CENTER (OVER DEEP TYPE 20 FEET IN DEPTH) STANDARD MANHOLE NCDOT STANDARD 2'X2' GRATE STORM & WATER DETAILS Ss RING AND COVER 4 ' 8" 35 • MIN. 8 ,- MINIMUM CONCRETE BLOCKING (C.Y.) BOLTED DOWN WITH REDHEADS -III-I I r -III-III ='-III- -E_ II1- ■IIIII■ ■ ■-111-111' 111- -.-- Mil! d MORTAR NOM. PIPETEES &90"45"22 'D • •p .. D. ' BED OPENING ;.:;:;:.:.:;:.:;..,, DIA. N . DEAD ENDS BEND BEND BEND • -i Q ' - 10L 1 �' -- CORBEL BRICK •. .. .. _ .• 4 1/3 1/3 1/3 " /3 d ' 4 • 'Oi. " .V- , ,Q: - •• = TOP DESIGNED TOP DESIGN 1 PER COURSE • us v - V. > o 0 0 _ FOR HS 20 LOADING ' '. 0 FOR H. - 20 LOADING OVER 29'1. - FOR 6 COURSE "''i 1 -'P UP TO 20' BE FLAT OR 60" 1. D. MAY BE FLAT OR U .:. 6 /3 1 3 1 /.AY 48 I.D.D ECCENTRIC CONE MIN. ECCENTRIC CONE ' 7 MAX .� 1/3 1/3 TOP VIEW s., 6, 5: I I ,��r 1/2 1/3 PLASTIC CEMENT PUTTY OR IPADAM PLASTIC CEMENT PUTTY OR � � O BUTYL RUBBER JOINTS BUTYL RUBBER JOINTS �I� �L • 6° 6" J h ' 1J 2/3 3/4 1/2 1/3 MIMI W m I I 3000 PSI S❑LID CONCRETE I I Q M "� R HA SHALL BE ASF T USED ❑❑ I N FOR7 G ❑ GROUT � R 14;NININI ` 3/4 1.0 2/3 1/3 BRICK AND MIN. 6 THICK WASHED m1m =1= Q > ` \ _ DUCTILE IR❑N PIPE BRICK AN MIN. 6" THICK WASHED MORTAR INVERT STONE BEDDING I I MORTAR INVERT STONE BEDDING =I� = �I� = r! \ ^` " VALVE Ij ( 4 1.0 3/4 i /2 FLANGE �I �1� . I 1 r FLAT TOP DETAIL �:...... I �. 1 6 1 1 /3 2.1 1 1 /2 d.. .. � .0 ♦♦p\� NOTES: e 1.' . •a'. o • TINE 58° -- /0" - CONCRET, UNDISTURBED EARTH 'G 3000 • III 18 1 2/3 2 1'= 2/3 1. CONCRETE SHALL BOLTS OR ENDS OF NOT CONTACT MECHANICAL p: o ''' 1 ,' AIN lei Psl .':•. 4 b .. • - - . _ . II1 ill=hI-III . � =n= = 1 JOINT FITTINGS. 4.;. 0. 1, ' ♦♦0 , 0 z` -.- 11, 1- 20 2.0 �... 1 L _ 3/4.4.: rO♦♦O ,Q•,•y.e:q 72" SECTION iD////��%ir Nag lit .1I IIII _ 24 3.0 4 I!3 2 1/3 TAPPING SLEEVE I' AN 11 NOTES: 1 ---1 _ III- *CONCRETE SHALL BE 3000 P.S.I. MIX. SIDE VIEW NOTES: 1. EITHER SOLID BRICK, SOLID BLOCK OR PRECAST CONCRETE MAY BE USED. 4 TO 2. NO MIL PLASTIC MUST BE WRAPPED AROUND ALL FITTINGS PRIOR POURING CONCRETE. CONCRETE SHALL COVER BOLTS OR GLANDS. DRAWING NOT TO SCALE DRAWING NOT TO SCALE DRAWING NOT TO SCALE 2. FOR 24" R.C.P. AND LARGER USE PIPE DIA. PLUS 12" FOR MINIMUM INSIDE DIMENSION. 3. GRATED INLETS SHALL NOT BE USED WITHIN TRAVEL AREAS WITHOUT APPROVAL OF DIRECTOR OF ENGINEERING. 4. STANDARD STEPS REQUIRED W 16" O.C. WHERE DEPTH EXCEEDS 3'. DRAWING NOT TO SCALE Job No. 02190372.10 Drawn By WR Date Designer WR STANDARD DETAIL NUMBERHS624 24" STANDARD TAPPING SLEEVE AND VALVE ASSEMBLY STANDARD DETAIL NUMBER: HS628 Holly DETAIL NUMBE�iS801 STANDARD DETAIL NUMBERH5802 STANDARD REACTION BLOCKING DATE REVISIONS rHoll y DATE RECISIONS Springs PRECAST CONCRETE MANHOLE STORM DRAINAGE JUNCTION BSTANDARD D DA TE REVISIONS _ Holly y Springs STANDARD YARD INLET WITH GRATE AND FRAME DA DATE REVISIONS 1 Springs 7/24/G9 �; i' CHolly11/05/2020 Springs `%%►►IIII►/►,,, `` ,I `�� ••/•••••/•• �� /1 �.� �1•• pE ESS/p/I/•/•19 �.� SEAL ••� S • _ . • : 028892 • 1 ♦ • ' •1 FNGINE� • //��1• •1 � �b/�/^•••1.11••�Q �`` f V •'� 1�, ��O �V'a t,VYvt "►►n11111 6/9/2021 Eff5rMIIJ. Discover The Source TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT Discover The Source. xx24V09 Discover The Source. TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT /2 /09 We0Ntme Boarce. TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT I (5 SHALLOW TYPE FEET OR LESS IN DEPTH) INTERMEDIATE TYPE (4'X4') (5 FEET -' r. FEET IN DEPTH) DEEP TYPE (OVER 20 FEET IRi (5'XS') 1.E-_._... -IL -��►-- - ,I Casting text shall match example STANDARD STEP = 36 ENGINEERED III- -III or have similar language. �ENG/NEERED SEALED 16° ON CENTER �a� SEALED REINFORCED 43" 36" 36, _ REINFORCED ' CONCRETE SLAB I 6=-' : STANDARD 48" } CONCRETE SLAB 6" ; STANDARD STEPS ,:•.r STEPS 76" O CENTER MIN. .: ' 1 •:•:' 16" ON CENTER EF .... .... Flows Into Waterways, Do Not Dump Waste 6" : ..:... .k_ ..•.�O f ; 6" .;, '•` a�'.>. } t5 MNFR NAME MADE IN USA MO/DAY/YR nna�z�n�arr�cnro \ --__--_-_-- 'N.`- 6 . • '" ' i •. y:. r `MIN. 6" WASHED STONE BEDDING FRAME, GRATE, & HOOD PER D.O.T. STD. 84°. °3C & `MIN. STONE FRAME, GRATE, & PER D.O.T. STD. 84°. 6" WASHE/ BEDDING HOOD °3C & T I -- - M/N 6' WASHED STONE BEDDING ^ Revisions 1 PER TONS COMMENTS 2021.03.08 HOLLY SPRINGS STD H5814 HOLLY SPRINGS STD H5814 FRAME GRATE & HOOD PER D.O.T. sm. 840.05c .. LY SPRINGS HOLREINFORCE STD H28/4�A y_.•; REINFORCED-� 26" _ 2 PER TORS COMMENTS 2021.04.14 26" CONCRETE SLAB ` ; � • D CONCRETE T ] 3 0 `IJ 4 PERT H MMENT 2 21 9 o sco s o .ob.oMIN. 6' BEDDING • r'' ~c ��' =K' C T... . 4 , .. ' .. - MADE IN USA AO/DAY/YR 340.03 ) MNFR. NAME 6° WASHEDSTONE SLAB DETAIL BEDDING SLAB MIN. 6" STONE DETAIL WASHED BEDDING L) [/ Li PJ [1 Li Li 11 [1 r):- CATCH ECONCRETE EA IRUCTURES SLAB ICKNES S D SLAB THICKNESS VAY CNNLV EE 1 PRECAST F1 " 36"6 REINFORCEMENT FORSOIL AND R�/NFOROCETRAIFF/T FORDI136"6" , 31Nb'N 218NR ) INSTALLED TO DEPTHS CERTIFIED AS ACCEPTABLE BY THE 261 LOADING BY AN ENGINEER LOADING BY AN ENGINEER 72 261 ' MANUFACTURER. L 50 A WAFFLE BOXES ALLOWED. 72 " MUST MEET NCDOT STANDARDS ROADWAY STANDARD DRAWING 840.03 DRAWING NOT TO SCALE DRAWING NOT TO SCALE Sheet No. C8• PRECAST CONCRETE CATCH BASINS STANDARD DETAIL NUMBERH5805 Holly STANDARD FRAME LABEL FOR CATCH BASIN STANDARD DETAIL NUMBER: HS814 �. Holly5 D REVISIONS Springs ATE REVISIONS 1 Springs Discover TheSo,uc, TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT Discover The Source. TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT DocuSign Envelope ID: D4025286-8E94-4AFA-AF21-77B4286043AE :02 PM - PIATEK NUNEZ, ZENON K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivision Plan\C8.0 - C8.6 DETAILS.dwg- Tuesday, June 8, 2021 9: 8e MAX • FOR REPAIR OF SILT FAILURES,USE STEEL FENCE POST STEEL POST VARIABLE AS DIRECTED BY THE ENGINEER - I No. 57 ASHED • - WIRE FENCE STONE - L L L L L L L L L L I� L L L L. L L L L B MAX. HARDWARE CLOTH WOVEN WIRE FABRIC SILT FENCE FABRIC ♦ 1••♦�►•�♦♦•••.•�. a L TREE PROTECTION AREA L r•♦��♦♦♦♦�.� MIN. 12-1 /2 GA STEEL POST VARIABLE AS DIRECTED BY THE ENGINEER ..♦♦♦♦♦.I- DO NOT ENTER ,1>♦♦•♦4�•♦*♦�►• ....•••. ►��.♦♦♦4a♦♦♦11 INTERMEDIATE III IIII flLTER OF 1' OL4METE = MIN. 10 GA DNE WIRES ••••i►•♦♦+�♦� ••••►••♦••••••41 L_ L I� •.�♦.•��••♦••:f► L 1•• �•♦�•�r•ii♦:4�f► WIRES IIL■■■ �■■■.IIIII WISHED STONE Pa 3 FILL SLOPE z ♦••+•►i♦i+.•i♦♦• •♦'♦'• ••i•LO•�i01 ♦•♦O♦♦♦•'+•+++'•+• ••••.••••�•••�•a. L L ♦iii•••.�•:fir. �►•••••�+•�♦4��••♦�� • WOVEN WIRE FABRIC BARRICADE FABRIC a-, 11I■ ''king/ TREE PROTECTION AREA NOT ENTER ■J� 1■��IIII� I MN.12-1/2 GA. INiERMEDIATE a O 8 3' FILTER FABRIC ON GROUND MAX EXTRA STRENGTH FABRIC WITH WIRE FENCE ti`T1''•••♦•••�l•♦�•i••••.♦•r♦♦♦•Isr•••f►♦•♦••�•♦r•rMIN. �♦�►�Q•1�►r��,L,.♦ +•+♦►•♦♦i�i�♦•♦•i•♦♦♦♦i♦ice:��.L�/♦� • •4 4. •�,.•* 41:4440 44�DO o 10 GA. o LINE WIRES ■ 1 1 ) �■r� �iIII IWIRES i ooq,`'jO^ °„6' me 938 ro / VARIABLE AS ERECTED BY THE ENGINEER STEEL POST t'- . GRADE �A •t. s�� ►ti# A 'T � �11♦ i i�1•♦•Arf►.•♦�►•♦•♦• 4 u •1�R� �1�► VOX ♦•••.�•••��►GRADE •T R � 0 8 ° ° c �° 0O �o'2Ctt / - - =TI=n� n , li-li �i n �i I-S'cI-II- =11 11'- - 1, 11=11=11=11=11=11=11=11=1 ice, t f�l� 11 R . II 1=11-I fl- II=f1=11 1i?II={I=11, • k�I�i�1 1� 11=11=1E=11 1T _ =11=1T �' `o Z II 1 1 ■ I MR 1■■■■■■_�rd II 1 I 1■�-y1 I I I $ 9]O O� O / WOVEN WIRE FABRIC N �I IIp=- 4' WIDE x 8' DEEP TRENCH II _k OVER SKIRT + 1- I I1 I .11 \,A n GRADE II 11 III�'•■.fim11111 `` 1 1 1 SSE1III 1 1 1 GRADE �II `� ♦•►•1••♦ ♦•�•♦ ♦•►•♦•••+ ••••••♦. ♦♦a r♦•P••1 ► ►•a•��.••SI�. ♦•••♦►. •••••• ••••♦► MIN. 12-1/2 GA INTERMEDIATE SILT FENCE FABRIC T = = ANCHOR SKIRT AS � DIRECTED BY ENGINEER • 1I! 'I SILT FENCE INSTALLED TO FABRIC ORANGE SECOND HIGH _I UV RESISTANT, _ - TENSIL STRENGTH, �I 'll I g-Tilu I' -11=II=11= _ _ _jl_n_u-=11.�11=- II=11 II _„_„_ =.11=11=11-f1-11-11-,1 I IIIYI , _ :11-11-`II:�1f _ _ _ _�_,�__ -II 11-11-11-11-11-11. Il, il..II::11-11. IT .11-11 -`i1:-11:' I) BURY WIRE FENCE AND HARDWARE CLOTH BURY 6' OF UPPER EDGE OF FILTER FABRIC IN TRENCH MIN. 10 GA. LINE WIRES i••rY►♦♦�♦1 ••••r►�•i•♦••�♦! ♦•►♦♦♦♦• ♦•��•OA•♦ Ala ••0 �a�♦.1 1�•a•••••��•♦��► •♦•♦1�••••r� ♦.. WIRES •o = o I� I I- I 1= - -II I I II WIRE FROM :I I TOP POLY BARRICADE FABRIC (TYPICAL) ) II )! I. I : Il o , i I_ _.il=n- 11 u- III- 1_ llllll p r •. �•♦4►♦♦•♦•♦•♦� ••►•♦ • ♦. \SILT INETALIEI FE E F-:RTC TT,- ECG D :. �1•♦♦•�i�••/�♦•••.�• ...,.•.♦... ..❖:. I 3 FILL SLOPE I=i =1 1=1=1 FRONT VIEW :II-11. N I I I F- __ II ORANGE, UV RESISTANT, HIGH - TENSIL STRENGTH, POLY BARRICADE FABRIC (TYPICAL) II ,d `II ,II U r ri�i�►••�i�i�i ❖o❖•�.•+.•o. : WIRE F • • I*♦ �•i►i�►•i ♦�i i••�ir► s'' • SIDE VIEW I C SECTION VIEW 4. o:❖.O•.o►.❖..o�.❖♦r: ♦�►_•♦••♦♦�A��s��.__ n-rt2Ia••r ♦♦•••fir♦##♦•►♦♦o♦♦♦♦♦r♦ GRADE ,� ,z;. � GRADE 1 1=1 11-11. SILT FENCE =II=IIII I RW Ait-MaT T►ATAigail 11-II=11 11-11=II=1-II=1 11 I -I .II-1-11 •rt.w1li.4nr.Tr/isCIOT II .IE-11-11-11-11-11- 4TARTS111 .II .II -11-I .1 11:11=11: a ail i rli-n- �` at IIII= 4' WIDE x 8' TRENCH NOTES: 1. p1Q ORANGE SILT FENCE PERMITTED. SIDE VIEW FRONT VIEW 1 e 4' MIN. ' e 1 - WiLhei Engineers 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.33, 111 7 ''! a I -= OVER SKIRT • = 2. USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/4 ACRE NEVER OF CONCENTRATED FLOW. r 1 f CCCC f/ _ -II AND IN AREAS iiliiiiiiiiii::iiiii iiiliciaiii" 11 I II =ANCHOR SKIRT AS • I'nm 40" 40" iiiii i """ """"""" ""''' •urnr•w■■■rnrn -�i' -,fi r "' -1 '1p1IIi„III .: :O1iliiii!�°'°'iII 1 T 1. NaNO ORANGE SILT FENCE PERMITTED. T I■iiiii : � .' •• ., .1 � :.,..;•-'; ,,,•,,,,■,,,r,,, ,,,.�iiHul; =1=1 .II=n: I=n=1 5. END OF SILT FENCE NEEDS TO BE TURNED UPHILL nnl;ul;nr;liiinnil;nl,li ,� • TREE PROTECTION AREA 2. ORANGE, UV RESISTANT, HIGH-TENSIL STRENGTH, POLY BARRICADE FABRIC MUST BE USED.TREE PROTECTION AREA " " •+ nly!!!!!! �� Ir■•I FRONT VIEW 6. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. 3• 4' 18' 3- 4• 18' TOP OF SILT FENCE =ciciE�:::::::::,:::::::::::::::ccc:::: r ,....., .mni. ::..'+, '_: :,.-.: ; - •:., _ .. '•.. •.._•,.,.:-.•.,'..: .' : ".'=:' : :::: IiiTE::::::: 18' MINIMUM HEIGHT OF STONE SIDE VIEW DO NOT ENTER 3. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL DO NOT ENTER MUST BE AT IEBYT 1' =E -' ••::i 7. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. 3. 3• ABOVE THE TOP OF - iiiiii"" •••• •::::rn ;� .. �. U ;- ,. �.. ,. `- _ NI :iiiii:iiiiiiiiE..... m m nw ....• NOTE 8. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. 4' 4. LEI ItRS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. 4' THE WASHED STONE :e :iiii�:i:,e: wiiiii w:u .III: .. ii:u: I; ,•;. i:II:mi, 1. USE SILT FENCE ONLY WHEN DRAINAGE AREA, .iii :==: :::::::::.......... w:ur,m: :anae' .^............... ,' . •0. ": •- „ '.• .. .• ....:.'- - `" '"' y._: "Illm nu MP ••••••_• DOES NOT EXCEED 1/4 ACRE AND NEVER IN WARNING SIGN DETAIL 5. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. WARNING SIGN DETAIL "' " " " AREAS OF CONCENTRATED FLOW. 9. PLACE A SIGN AT EACH END OF UNEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. UV RESISTANT SILT FENCE FABRIC MUST BE 10. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE 6. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.2. USED 8.0 ORANGE SILT FENCE PERMITTED. NO LESS THAN ONE SIGN PER PROTECTION AREA. 7. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA. FRONT VIEW II • FOR REPAIR OF SILT FENCE FAILURES, No. 57 WASHED STONE. SILT FENCE SHOULD NOT BE USED AS INLET PROTECTION AROUND CATCH BASINS. DRAWING NOT TO SCALE 11. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. 12. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT. 13. ADDITIONAL SIGNS MAY BE REQUIRED BY TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS. 14, PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. DRAWING NOT TO SCALE B. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. 9. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT. 10. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS 11. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON DEPARTMENT BASED ON CENTER THEREAFTER. ACTUAL FIELD CONDITIONS. DRAWING NOT TO SCALE - II U STEEL FENCE POST SET MAX 2' APART MIN. 18" INTO SOLI GROUND BURY WIRE FENCE, FILTER FABRIC,USE AND HARDWARE CLOTH IN TRENCH DRAWING NOT TO SCALE STANDARD DETAIL NUMBER: HS401 STANDARD DETAIL NUMBER: HS402 Holly STANDARD TREE PROTECT/ON DETAIL STANDARD DETAIL NUMBER: HS403 STANDARD DETAIL NUMBER. HS404 H011 y STANDARD TEMPORARY SILT FENCE DA TE REVISIONS HO11 y Springs STANDARD TEMPORARY SILT/ T/ TREE PROTECT/ON FENCE DA TE REVISIONS 5 Tins p g DATE REVISIONS Holly Springs SILT FENCE OUTLET DATE REVSIONS Springs 9 + 7/�4/O9 1 4/B/Y7 Discover The Source. TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT 77429 Dis°overTheSaurce. TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT DiscoTerThe!urn TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT ASeyttThe SO�e' TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT \ \\ N 7 \ BERM H STEEL POST 1pp 4-ROPEIEVAL SKIMMER DETAIL\ COIR FABRIC (TYPICAL) CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA ``•�� kCaz 4 � WEIR 1MTH 5 } } (SEE DETAIL H5411) (SEE SHEET 1} \S 1 RIP RAP(SEE SECTION THRU BAS[N BELOW) /• % • WIRE •� ,,PROTECT UV RESISTANT TARP 1g°° ,� / , '-�` oW \ _•/.'� / BOTTOM ANCHORED wrH STAPLES .:O �r\/ �= ti SCREEN ACCESSIBLE THROUGH DOOR VENT .. 1 \� I _- - - % _ _ C� eel 1 'kIP RAP HEADWALL ♦ �'''•'::::: ::::::: �� 0. l%/ I LJ NOTE: ITTO 1pa IiI .._ - n,r'�`+' _ -- ! - - _ - `--._.�-�' Wl1y.12:: j % `�:''` . d' \ SKIMMER IS TO BE A SURFACE DEWATERING DEVICE SUCH AS BMP SKIMMER OR APPROVED DEVICE. % / / I //////////// ANCHORED ON BOTH ENDS EARTH LENGTH • �•i•i•i♦A. ` _, _.._ SEOIM /STORAGE ii llllll�j #5 OR;#57 WABHEp STONE 1' THICK X 2.5' HIGH ' MIN. BERM `:;i":=' I •� 5'x3'x18" ♦•♦♦♦ •�.•♦••••••� "•:+:•ter _ AREA 6" STONE APRON STONE PAD .�•. / II �� HOG WIRE ATTACHED POSTS ��..: •``''�• SEDIMENT PIT NOTES: WEIR DETAIL C3'x3'x1'D) • // / I 1 \� LENGTHS OF WIRE LE F WI UV RESISTANT BAFFLE INSTALLATION - STEP 1 TARP '.�,��1:C �' COIR FABRIC 1. USE FOR DRAINAGE AREAS NOT EXCEEDING 5 (FIVE} ACRES. 2. EARTH BERM SHALL 8E STABILIZED W�SEEDING ACCORDING TG TOWN SPE CFGATON $. �•�.�� •♦❖♦•♦❖'4 ♦ r '•iiO•❖•O•i. �•♦.♦••••••�♦ .♦•4•••,.. • PERSPECTIVE VIEW �4 � NO SCALE SHIMMER COIR FABRIC SUPPORTED WITH DESIGN OF SPILLWAYS (SEE TONS DETAIL) TOP POSH WIRE BETWEEN STEEL DRAINAGE AREA WEIR LENGTHi (ACRES) (FT) TOP OF DAM FLEXIBLE JOINT FLOAT -4 SEDIMENT AREAS TO BE DISTURBED(cuT, STORAGE PIPE INVERT NOTES: PERSPECTIVE PEGTVE VIEW STONE PAD 2 6.O 1 J (RADIATOR HOSE) A4 �� FILL.ETC) FLOOD NOTES: STORAGE ZONE RIP RAP HEADWALL 1. GRAVEL & RiP RAP FILTER BERM BASIN 1. DRIVE STEEL FENCE POST AT LEAST -18" INTO SOLID GROUND, 3 8.0 4 10.0 ////// DITCH AND BURY DETAIL IS DESIGNED NATURAL INVERTS THAT DRAIN TO PROTECT EXISTING PIPE 5 ACRES OR LESS. 2. WOOD POSTS ARE NOT ACCEPTABLE. a. usE sTAPLEs 1' APART TO ATTACH FABRIC. �It_L COIR FABRIC DETAIL 5 12.0 UV RESISTANT TARP TARP EDGE OUTLET' END: CONNECTION • Fow 2.5' GROUND FFFF_FFFF FFFF FFFfEF EF Bfr DIMENSIONS SHOWN ARE MINIMllM F WEIR LENGTH (MIN, 12' OF FABRIC ) TO OUTLLZ PIPE OR RISER BARREL PIPE LONGER THAN SHOWN. FLOW 2. DIMENSIONS ARE MINIMUM ACCEPTABLE 4. 4' MAN BETWEEN POSTS. FFEFFFIfEFFFFB-frB- NOT INCLUDED WITH SKIMMER SUPPLIED BY USER. UNLESS OTHERWISE CLASS 1 RIP -RAP NOTED. 5. CLEAN -OUT WHEN 2 FULL. / EEEEFFFFBfrB FfrtEL EEF Ft MAINTENANCE C Max. #5 OR #57 WASHED STONE SEDIMENT DEFIH(CLEAN OUT POINT) 5. 700-90C CRAMS PER SQ. METER COIR FABRIC. ±EL± LLE �LLLLLLT INSPECT TEMPORARY SEDIMENT TRAPS AND EMPTY SKIMMER OF ALL DEBRIS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE OD MONO 7. STONE PAD INSTALLED AT LOCATION SKIMMER SETTLES (3'x3)(1'D). Irt�±±±l k EEEcE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL OF THE TRAP, PLACE THE SEDIMENT THAT IS DIMENSIONS WHEN REMOVED IN A DESIGNATED THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF SECTION THRU BASIN, FILTER AND CULVERT PIPE 8. BAFFLES SHALL BE INSTALLED PERPENDICULAR To FLOW. tE THE GRAVEL FACING. NO SCALE POROUS BAFFLE INSTALLATION - STEP 2 CHECK THE STRUCTURE FOR DAMAGE FROM EROSION A MINIMUM OF 1.5 FT BELOW THE LOW POINT SLIGHTLY ABOVE DESIGN GRADE. ANY RIP RAP STABIILZE THE EMBANKMENT AND ALL DISTURBED OR PIPING. OF THE EMBANKMENT. DISPLACED FROM AREAS ABOVE THE PERIODICALLY THE CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SPILLWAY MUST BE REPLACED IMMEDIATELY. SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY DRAWING NOT TO SCALE DRAWING NOT TO SCALE AFTER CONSTRUCTION WITH SEEDING, DRAWING NOT TO SCALE (EXISTING PIPE INVERTS) STANDARD DETAIL NUMBER: HS407 DETAIL NUMBER: HS409" STANDARD DETAIL NUMBER: HS410 HollySTANDARD DETAIL NUMBER: HS41 i = Holly GRAVEL & RIP RAP FILTER BERM BASIN DATE REVISIONS HollySTANDARD (;Springs STANDARD SKIMMER FIL TER BASIN (PLAIN VIEW) DA rE REVISIONS Hill _ y Springs STANDARD SKIMMER FILTER BASIN (PROFILE VIED) PATE REVISIONS Springs STANDARD SKIMMER DETAIL DATE REVISIONS Springs P b "�'�79 Discover Thee°. `e. •49A>9 Discover TheBo°rce C;F HOLLY SPRINGS ENGINEERING DEPARTMENT 4,r6,9 Dscpveri,eBeurc! TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT <�rs�r9 ixuoeerThe Source. TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT ��I TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENTTOWN RB8 EMERGENCY SPILLWAY CONSTRUCTED OVER RBI EMERGENCY SPILLWAY CONSTRUCTED OVER EROSION CONTROL DIMENSIONS ELEV. UNDISTURBED GROUND AND ARMORED WITH RIP RAP , DIMENSIONS ELEV. UNDISTURBED GROUND WITH RIP RAP AND ARMORED - --` 2' MIN 2' MIN EMERGENCY SPILLWAY SEE C5.0 TABLE - EMERGENCY SPILLWAY SEE C5.0 TABLE " -'j COMPACTED TOP OF DAM WIDTH g I \ \ SEDIMENT TRAP TOP OF DAM WIDTH 10' I \ \ SEDIMENT TRAP ANTI -SEEP COLLAR 6' X 6' _ I �- ``11 ANTI -SEEP COLLAR 6' X 6' I ``'I/� oa \ \„ye 2'-0" IN GROUND RIP RAP DISSIPATER PAD 28' X 10.5' X 22" \ RIP RAP DISSIPATER PAD 28' X 10.5' X 22" \ STEEP CUT OR FILL SLOPE STANDARD METAL POSTS DISSIPATER PAD DISSIPATER PAD MAX DISTANCE BETWEEN POSTS 2'. ANTI -FLOATATION DEVICE 2'X8'X8' \ RIP RAP ANTI -FLOATATION DEVICE 2'X8'X8' \ RIP RAP TOP OF RISER 298.5 TOP OF RISER 294.25 \ w, _ .--- \ •• r _ --:.. '.. GALVINIZED PIPE INVERT IN 296 _ �=: -.:. = �' OUTLET PIPE INVERT IN 297.5 ` S;.;. °:tea=`,... - _ I 2:1 SLOPE(MAX)OUTLET HARDWARD WIRE \ - ;::., ' \ Yt= - EXTENDS TO OUTLET PIPE INVERT OUT 295.8 xs = OUTLET PIPE INVERT OUT 274.4 s - _ ) _ `=� ) •,p. : TOP OF BOX SEDIMENT STORAGE AREA SEE C5.0 TABLE .. - SEDIMENT STORAGE AREA SEE C5.0 TABLE - STABILIZE EVERSION DITCH : ■ s: ° OUTLET PIPE ..,,. ,U OUTLET PIPE WEN TEMPORARY SEEDING - CROSS SECTIONEROSION CONTROL . • . 1 if - - - /OIIID� EARTH DAM - �_ - III EARTH DAM • L• JJ ,. �i:: 00•op 1 • ■�^ .' • .. . .. r_ o _ Jrlr CMP/ or RCP RISER CMP/ or RCP RISER ° PLAN VIEW PLAN VIEW TRASH RACK TRASH RACK ••" 4. PAINTED RED CLEANOUT MARK PAINTED RED CLEANOUT MARK T •�-Oa° i/ LOCATED HALFWAY UP RISER PIPE 1'-0' MINIMUM FREEBOARD LOCATED HALFWAY UP RISER PIPE 1'-0' MINIMUM FREEBOARD POSITIVE GRADE 1.0� MAX. l.�l--,_ •ua. moron o4., o-- ;mi..1 O SKIMMER - TOP OF DAM 411,'=11r=1,, SKIMMER 411,'=II'� -TOP OF DAM UPSLOPE TOE - ♦��I ��•O ' calf i 4 fir' ■To IT- le: j' O WATER LEVEL DURING STORM '�- ,, WATER LEVEL DURING STORM '�� I �'•r v•�l_ ~Or,.`r, ��•y rs - �~� • I1-,. --.1,_ II J _ _ I� EMERGENCY SPILLWAY ELEVATION b-, A II I JI = = EMERGENCY SPILLWAY ELEVATION i / / / 2' MIN. / r •"' ° �•7 �L' o; wZO ' •I0•10-% 0• .I: '., •.. • ,:• SEDIMENT STORAGE ��.. `'''•1I- r�_ial(=1f.-:.. ,:• .SEDIMENT STORAGE NI ,� _ 1_I_: /IIII IIII IIII/ IIII////IIII//7/ I •• `:e.• t•e, �j�+ +O Vi�a�, -� .IIii„;„ ' ' ' GRAVEL .i. GRAVEL ' '''AP� ,� ft `11, I►�. • II.,: :Fill=u.� 11.=1► ob I AV.- MINIMUM SLOPES 2-1/2 : 1 ;;:r. EARTH DAM � - .SETA > MII*u - '� ILA-11.. I .;',� XIV' OO I. EARTH DAM MINIMUM SLOPES 2-1/2 : 1 SIDE SLOPES (MAX.) 2 1 MAX. } 6° ° ...Vie 00� / f \$ r o • . e . 1,1=�llu'"'o,. STONE PAD I-IL0IIr-._ . - u .O = Qo. ,.. - 7I: :... o �i�llu'"'o,. STONE PAD I-IL=IIr-.; - - p i . _ ll: � . v v v v v \ \ \ \ \ \ \ v \ \ \ v v v .• \ \ \ \ \ \ \ \ \ \ o o e i,; D�a1).L, 00� o . >> - ��•° O i7BpQry �pa,iol:' DESIGN ENGINEER MUST SIGN (3•X3'X1'D) I' -I':i*„. L. 0 11.,- . I I =IL,_ DESIGN ENGINEER MUST SIGN (3•X3'X1'D) 1 II 1 ` L \ \ \ \ \ \ \ \I \ .. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ -� AND SEAL BASIN DESIGN BELOW GATE VALVE l JAL lrym _ , _ AND SEAL BASIN DESIGN BELOW GATE VALVE _II.11 �IIrin� i I \ \ OR ORIFICE 1.0ii=11=11-11=11 41 11�._ ■v - IIL •ram I, I TI, OR ORIFICE 1. 1i=11 11-11=11=TJ=11�._ •n I 11 - IIL % ' \ \ ANTI -FLOATATION DEVICE I 1 P71r11=�.. 11=.•� ,� DISSIPATER =I['=IEJ1�._ ANTI -SEEP COLLAR-11=11= ---'``=!_'••��-,� : .I PAD RIP RAP * I -I ANTI -FLOATATION DEVICE �11'I'� - I ANTI -SEEP COLLAR _ � Ii.=ill*J1Z �Ilr�ll� -".o.��.!_m�■1 DISSIPATER PAD RIP RAP J I I STEEP CUT OR FILL SLOPE # 57 WASHED STONE PLACED TO A HEIGHT OF 12"-18" MIN. ABOVE TOP OF BOX CMP/ or RCP OUTLET PIPE II °II p.11�.Ir CMP/ or RCP OUTLET PIPE III 11II.�11='II• �_ PLAN VIEW CROSS SECTION CROSS SECTION DRAWING NOT TO SCALE DRAWING NOT TO SCALE Job No. Drawn By WR STANDARD DETAIL NUMBER: HS412 Holly STANDARD DETAIL NUMBER: HS412 Holly02190372.10 DRAWING NOT TO SCALE DRAWING NOT TO SCALE STANDARD RISER -BARREL SEDIMENT BASIN (WITH SKIMMER) DA+TE REVISIONS STANDARD RISER -BARREL SEDIMENT BASIN (WITH SKIMMER) D DA+TE REVISIONS Springs- $prijgg STANDARD DETAIL NUMBER: HS417 STANDARD DETAIL NUMBER: HS4z2 =; y Hold Date 11/05/2020 Designer g WR TOWN OF ROLL YSPR/NGS ENGINEERING DEPARTMENT °'° TOWN OF ROLL YSPR/NGS ENGINEERING DEPARTMENT DiK..erThe Sour«• DIVERSION DITCH Boll Y STANDARD CATCH BASIN YARD INLET PROTECT/ON / DATE REVISIONS DATE REVISIONS : Springs Springs 9'2J16 TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT "2`� Discover The Soarce. TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT Discover The Soual ```/1►1111///j1,, �.�o��N CA Rp�'�,, `� ••♦C•••••• /A, Ii �` •••. LSS/p y • / �. �� •• ••9 �� Sc iA __ ••MAKE SEAL• _ 1.... 028892 • i . • • • F I •NG • • • ••••• ODDDs9 ��n �■TOP c7 6/9/2021 NOTES: 1. ENTRANCE -CONSTRUCT THE ENTRANCE TO THE SLOPE DRAIN OF A STANDARD FLARED -END SECTION OF PIPE WITH A MINIMUM 6-INCH METAL TOE PLATE (CROSS-SECTION VIEW). MAKE ALL FITTINGS WATERTIGHT. A STANDARD T-SECTION FITTING MAY ALSO BE USED AT TH INLET. 4' oefice. : Titi�+•� 2. TEMPORARY DIVERSION -GENERALLY, USE AN EARTHEN DIVERSION WITH DIKE RIDGE TO DIRECT SURFACE RUNOFF INTO THE TEMPORARY SLOPE DRAIN.r OF 1.5 ��•�+,.�i��I�. �,i.I• �. +'/ .�%.it: YI• r I.i""- Zs°►j��= ��i ir_•;P �• • • . • i/ ••�A!_ STANDARD METAL POSTS 2'-0" IN GROUND THE HEIGHT OF THE RIDGE OVER THE DRAIN CONDUIT A MINIMUM FTDike � �i. '►•i' •'�4 DISTANCE BETWEEN POSTS 2'.THE GALVINIZED GA AND AT I FtrST 6 INCHES HIGHER THAN THE ADJOINING RIDGE ON EITHER SIDE.r�.y;� LOWEST POINT OF THE DIVERSION R€DGE SHOULD BE A MINIMUM OF 1 FT�r! ABOVE THE TOP OF THE DRAIN SO THAT DESIGN FLOW CAN FREELY ENTER THE PIPE. Hold-down�:`.•�,;:.. stakes - 3•i 1.5' t min A �L y� •�i� I �� • .��• .;• / .��. • � �y;"r �•��i:�r�w��>%%j�iMMj•��i��MAX i•�%-�. •� /.1 !•r •��• .. I• �i y,a��•••■1��•i+1►o�••r•!rh••� . A i/,I v�.r ! •a■•••. • I,Ir1►rI •. I.9.. vyr�.. • • p••s/ f• •� \► .-.�.•�. •i+•s• ..•r :�.,,♦ i�• +ay;.._ .•.. •► � •r _ r'knew.* .� •• •!Y .r • i • E WIRE HARDWARD• S 0 IN FROM EROSION. 3. OUTLET PROTECTION -PROTECT THE OUTLET OF THE SLOPE DRAIN FR • '. � .1 .� . �• • . . ♦ • ..ter• r••/ �•- -� - EXTEND S TO PIP E • � � • I ��'ff• I .. s • � I r . . • r •�-. d♦� OF BOX LD. •.�I• I- 1, a•�rt ;i fi" MIN. •fir \� s s+ ••.•i�,•;� ... ..,. .1.�- ter:.. i r • <.,• r•• . INN" II •.�I`ar...y�{•.•hwi�1t%'��OR 2" TO 3"_=::�;'��;•i%�W/�A•1/1111111/ 10' Spacingoil TIMES LD• I••%�;;�� I -3 I- ±/.• ��,%'STONE .:r'_��:��'_ �0�'I'c .O.moa 1■■ ;•- -III- i2:1=0" � •� t � ��•�. � GEO)FEX17LE FABRIC TO STABILIZE FOUNDATION Revisions C. L♦ 8_ �� ..�.� w :■. : ' Plastic I -I I I -I fii•''•f� --III-I -I L �rr. �. �i• �1i r. �` (ESPECIALLY IMPORTANT WHERE WETNESS IS AN77C/PATED) ner. T. /_.aa�•�.■ -i �IIII-III-III _ ;� �I•aj�i 2�t GRAVE> 1 PER TONS COMMENTS 2021.03.08 � "� d Inlet 4' 0 '' DIVERSION ;:=�1,.■--iil■■■n,■iw%•. Pipe �•�/•''1 �-:!:_C�__!�r�.�=��•� 8"� • •: .. I -� �'/.• -- �� -_-=-•__ - '•'•��':�:�:�:!:�:i�rr� :•��►�_�-` RIDGE PUB CROAD - 1i��Iliiii�'�!a° d::�n $ w� 4-�s rr.=ate -_. -1�_' 2 PER TONS COMMENTS 2021.04.14 :1��1�::_= �el-Bee �l : - �„"W PLAN VIEW NDTI-s - ... r_r_n:-= � _ _ ...._._. ' ._._ 0 1 �� 22s r O ° ... , uw '+aw,. _E 11 1 u` �..� GEO7FX77LE _�-�a-_a _I=•'•r_i'i: =1f. �1a-11= 'i:, - �, „.. _ I I- ` LENGTH OF THE RIPRAP APRON. _ FABRIC ' "�-••-`ir du° soi •au. a Stabilize ►z1�► _ y'„4.W 1. L =THE �, .,,. 3 PER TONS COMMENTS 2021.05.12 1 o'•�'•• �� 6 +,' ° ea �I►� 4.,-. �� • -_ Outlet \, NIill*.�r f�- _I �,.„ „ W�'"�? .��+a ":� 'w, :. �':�.�{.._, •w 2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT - LESS THAN 6" (inches). 4 PER TONS COMMENTS 2021.06.09 ��o 0 7 .' b' �s �Xr' 1-.��-�•-.y.,..?s?L "W„i,-'t: _""3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE +�� D.�i1)�L,' o, J , p ceCXhy �a:ao::yam i III i I-' (lirY . w INSTALLEb BETWEEN THE RIPRAP AND SOIL FOUNDATION.(,coog... �� 4 min •. ° u x y ` `0,,. ,. ` M•' "`, . . PIPE level section y" I'''```°�'' r" ..... A%•��i��!� APPLICABLE AT ALL POINTS OF INGRESS & EGRESS UN77L SITE IS STABILIZED. gii ` # 57 WASHED STONE PLACED TO A HEIGHT OF 12"-18" MIN. ABOVE TOP OF BOX „ urv"° '► TI,l''' :W, "' u,,,,i.:w,r.41 I""'Aut - •- •.. g�=IL 11=1 II-�11F� :If II' II11 11#11 ; ]II IL11=11111- 11 II 11-I1. 1 cr �� 2 •4I r y�� ±�i ��{1}•� � t%��t i �� ,/_1ik��{.t�I - FREQUENT CHECKS OF THE DEVICE AND 7/MELY MAINTENANCE MUST BE PROVDED. NOTES A.TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGER TRUCKS IS TO BE PROVIDED. III,,., , . Cross -Section View Plan View Standard T-section SECTION I- FILTER FABRIC 'A -A' B.EN7RANCE(S) SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM UTILIZATION BY ALL CONSTRUCTION TRUCKS C..MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT 7RA CKING OR DIRECT FLOW OF TRAFFIC ONTO STREETS: PERIODIC TOP DRESSING Hf N STONE WILL BE NECESSARY, KEEP SOME ON HAND. D. ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD MUST BE CLEANED IMMEDIATELY. DRAWING NOT TO SCALE DRAWING NOT TO SCALE DRAWING NOT TO SCALE Sheet No. STANDARD DETAIL NUMBER: HS422 Holly Y NUMBER' H5425 STANDARD DETAIL NUMBER: H5427 STANDARD DETAIL NUMBER: HS432 STANDARD CATCH BASIN/YARD INLET PROTECT/ON STANDARD DETAIL - � Holly '` � Y CHANNEL �_. Ho1� Y Holly DATE REVISIONS Springs TEMPORARY SLOPE DRAIN DATE REVISIONS PIPE OUTLET TO FLAT AREA NO WELL-DEFINED DATE REVISIONS Springs CONSTRUCTION ENTRANCE DATE REVISIONS __ Y Springs 9,�rrrs � Springs 1 TOWN OF ROLLY SPRINGS ENGINEERING DEPARTMENT 0isooverThesourTOWN 'r"%°'�9 nn° ''��i gr21/78 Di5C0°erTheSo„"eC8.6 OF ROLLY SPRINGS ENGINEERING DEPARTMENT DiscovarThoBoar TOWN OF ROLLY SPRINGS ENGINEERING DEPARTMENT Discover The Sam TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT DocuSign Envelope ID: D4025286-8E94-4AFA-AF21-77B4286043AE n Plan\C8.0 - C8.6 DETAILS.dwg- Tuesday, June 8, 2021 9:59:07 PM - PIATEK NUNEZ, ZENON K:\19\19-0370\190372.10-Lennar- Carolina Springs Master Plan\CAD\Drawing Sets\CDs - Phase 1-5 Subdivi NCG01-DETAIL GROUND STABILIZATION AND HANDLING PLAN NCG01-SELF INSPECTION, RECORDKEEPING & REPORTING too WiLhersRavenel Engineers I Planners Surveyors 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.3340 I license #: C-0832 I www.withersravenel.com EFFECTIVE: 04/01/19 EFFECTIVE: 04/01/19 PART III SELF -INSPECTION, RECORDKEEPING AND REPORTING PART III SELF -INSPECTION, RECORDKEEPING AND REPORTING SECTION B: RECORDKEEPING GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH THE NCGO1 CONSTRUCTION GENERAL PERMIT PAINT AND OTHER LIQUID WASTE Implementing the details and specifications on this plan sheet will result in the construction activity being considered compliant with the Ground Stabilization and Materials Handling sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The permittee shall comply with the Erosion and Sediment Control plan approved by the delegated authority having jurisdiction. All details and specifications shown on this sheet may not apply depending on site conditions and the delegated authority having jurisdiction. 1. Do not dump paint and other liquid waste into storm drains, streams or wetlands. 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 3. Contain liquid wastes in a controlled area. be labeled, for SECTION A: SELF -INSPECTION Self -inspections are required during normal business hours in accordance with the table below. When adverse weather or site conditions would cause the safety of the inspection personnel to be in jeopardy, the inspection may be delayed until the next business day on which it is safe to perform the inspection. In addition, when a storm event of equal to or greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be performed upon the commencement of the next business day. Any time when inspections were delayed shall be noted in the Inspection Record. 1. E&SC Plan Documentation The approved E&SC plan as well as any approved deviation shall be kept on the site. The approved E&SC plan must be kept up-to-date throughout the coverage under this permit. The following items pertaining to the E&SC plan shall be documented in the manner described: 4. Containment must sized and placed appropriately the needs of site. SECTION E: GROUND STABILIZATION 5. Prevent the discharge of soaps, g p , solvents, detergents and other liquid wastes from construction sites. Required Ground Stabilization Timeframes Site Area Description Stabilize within this many calendar days after ceasing land disturbance Timeframe variations PORTABLE TOILETS Frequency Item to Document Documentation Requirements (a) Perimeter dikes, swales, ditches, and perimeter slopes 7 None 1. Install portable toilets on level ground, at least 50 feet away from storm drains, streams or wetlands unless there is no alternative reasonably available. If 50 foot offset is not attainable, provide relocation of portable toilet behind Inspect (during normal business hours) Inspection records must include: (a) Each E&SC Measure has been installed and does not significantly deviate from the Initial and date each E&SC Measure on a copy of the approved E&SC Plan or complete, date (b) High Quality Water (HQW) Zones 7 None silt fence or place on a gravel pad and surround with sand bags. 2. Provide staking or anchoring of portable toilets during periods of high winds or in high foot traffic areas. (1) Rain gauge maintained in good working order Daily Daily rainfall amounts. If no daily rain gauge observations are made during weekend or holiday periods, and no individual day rainfall information is available, record the cumulative rain measurement for those un- attended days (and this will determine if a site inspection is locations, dimensions and relative elevations shown on the approved E&SC Plan. and sign an inspection report that lists each E&SC Measure shown on the approved E&SC Plan. This documentation is required upon the initial installation of the E&SC Measures or if the E&SC Measures are modified after initial installation. (c) Slopes steeper p than 3:1 7 If slopes are 10' or less in length and are g not steeper than 2:1, 14 days are allowed 3. Monitor portable toilets for leaking and properly dispose of any leaked material. Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace with properly operating unit. (d) Slopes 3:1 to 4:1 14 -7 days for slopes greater than 50' in length and with slopes steeper than 4:1 7 for dikes, swales, ditches, and HQW Zones daysperimeterperimeterslopes"zero." needed). Days on which no rainfall occurred shall be recorded as The permittee may use another rain -monitoring device approved bythe Division. pp (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC Plan or complete, date and sign an inspection report to indicate completion of the CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA -10 days for Falls Lake Watershed EARTHEN STOCKPILE MANAGEMENT (2) E&SC At least once per 1. Identification of the measures inspected, construction phase. (e) Areas with slopes flatter than 4:1 14 -7 days for perimeter dikes, swales, ditches, perimeter slopes and HQW Zones -10 days for Falls Lake Watershed unless there is zero slope 1. Show stockpile locations onplans. Locate earthen material stockpile areas at least 50 feet awayfrom storm drain p p inlets, sediment basins, perimeter sediment controls and surface waters unless it can be shown no otherp alternatives are reasonably available. Measures7calendardays aY and within 24 hours of a rain event > 1.0 inch in 2. Date and time of the inspection, , 3. Name of the person performing the inspection, 4. Indication of whether the measures were operating properly, (c) Ground cover is located and installed in accordance with the approved E&SC Plan. Initial and date a copy of the approved E&SC Plan or complete, date and sign an inspection report to indicate compliance with approved ground cover specifications. Note: After the permanent cessation of construction activities, any areas with temporary ground stabilization shall be converted to permanent ground stabilization as soon as practicable but in no case longer than 90 calendar days after the last land disturbing activity. Temporary ground stabilization shall be maintained in a manner to render the surface stable against accelerated erosion until permanent ground stabilization is achieved. 2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of five feet from the toe of stockpile. 3. Provide stable stone access point when feasible. 4. Stabilize stockpile within the timeframes on this sheet and in accordance with the approved and any 24 hours 5. Description of maintenance needs for the measure,(d)The 6. Description, evidence, and date of corrective actions taken. maintenance and repair P requirements for all E&SC Measures complete, date and sign an inspection report. P g P P GROUND STABILIZATION SPECIFICATION provided plan additional requirements. Soil stabilization is defined as vegetative, physical or chemical coverage techniques that (3) Stormwater At least once per 1. Identification of the discharge outfalls inspected, have been performed. discharge outfalls (SDOs) 7 calendar days and within 24 hours of a rain event > 1.0 inch in 2. Date and time of the inspection, 3. Name of the person performing the inspection, 4. Evidence of indicators of stormwater pollution such as oil sheen, floating or suspended solids or discoloration, (e) corrective actions have been taken to E&SC Measures. Initial and date a copy of the approved E&SC Plan or complete, date and sign an inspection report to indicate the completion of the corrective action. Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the techniques in the table below: will restrain accelerated erosion on disturbed soils for temporary or permanent control needs. Temporary Stabilization Permanent Stabilization • Temporary grass seed covered with straw or • Permanent grass seed covered with straw or 24 hours 5. Indication of visible sediment leaving the site, 6. Description, evidence, and date of corrective actions taken. other mulches and tackifiers other mulches and tackifiers CONCRETE WASHOUTS • Hydroseeding • Rolled erosion control products with or without temporary grass seed • Appropriately applied straw or other mulch • Plastic sheeting • Geotextile fabrics such as permanent soil reinforcement matting • Hydroseeding • Shrubs or other permanent plantings covered with mulch • Uniform and evenly distributed ground cover sufficient to restrain erosion • Structural methods such as concrete, asphalt or retaining walls • Rolled erosion control products with grass seed 1. Do not discharge concrete or cement slurry from the site. 2. Dispose of, or recycle settled, hardened concrete residue in accordance with local and state solid waste regulations and at an approved facility. 3. Manage washout from mortar mixers in accordance with the above item and in addition place the mixer and associated materials on impervious barrier and within lot perimeter silt fence. 4. Install temporary concrete washouts per local requirements, where applicable. If an alternate method or product is to be used, contact your approval authority for review and approval. If local standard details are not available, use one of the two types of temporary concrete washouts provided on this detail. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk sections. Stormwater accumulated within the washout maynot be pumped into or discharged to the storm drain system or receiving(b) p p g Y (4) Perimeter of site At least once per 7 calendar days and within 24 hours of a rain event > 1.0 inch in 24 hours If visible sedimentation is found outside site limits, then a record of the following shall be made: 1. Actions taken to clean up or stabilize the sediment that has left the site limits, 2. Description, evidence, and date of corrective actions taken, and 3. An explanation as to the actions taken to control future releases. 2. Additional Documentation In addition to the E&SC Plan documents above, the following items shall be kept on the site and available for agency inspectors at all times during normal business hours, unless the Division provides a site -specific exemption based on unique site conditions that make this requirement not practical: (5) Streams or wetlands onsite or offsite (where accessible) At least once per 7 calendar days and within 24 hours of a rain event > 1.0 inch in 24 hours If the stream or wetland has increased visible sedimentation or a stream has visible increased turbidity from the construction activity, then a record of the following shall be made: 1. Description, evidence and date of corrective actions taken, and 2. Records of the required reports to the appropriate Division Regional Office per Part III, Section C, Item (2)(a) of this permit of this permit. (a) This general permit as well as the certificate of coverage, after it is received. Records of inspections made during the previous 30 days. The permittee shall record the required observations on the Inspection Record Form provided by the Division or a similar inspection form that includes all the required elements. Use of electronically -available records in lieu of the required paper copies will be allowed if shown to provide equal access and utility as the hard -copy records. (c) All data used to complete the Notice of Intent and older inspection records shall be maintained for a surface waters. Liquid waste must be pumped out and removed from project. 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it can be shown that no other alternatives are reasonably available. At a minimum, install protection of storm drain inlet(s) closest to the washout which could receive spills or overflow. POLYACRYLAMIDES (PAMS) AND FLOCCULANTS 7. Locate washouts in an easily accessible area, on level ground and install a stone entrance pad in front of the (6) Ground stabilization After each phase of grading 1. The phase of grading (installation of perimeter E&SC measures, clearing and grubbing, installation of storm period of three years after project completion and made available upon request. [40 CFR 122.41] 1. Select flocculants that areappropriate 2. Apply flocculants at or before 3. Apply flocculants at the concentrations 4. Provide ponding area for containment 5. Store flocculants in leak -proof for the soils beingexposed duringconstruction, selectingfrom the NC DWR List ofApproved PAMS/Flocculants. p pp the inlets to Erosion and Sediment Control Measures. specified in the NC DWR List of Approved PAMS/Flocculants and in accordance with the manufacturer's instructions. of treated Stormwater before discharging offsite. containers that are kept under storm -resistant cover or surrounded by secondary containment structures. washout. Additional controls may be required by the approving authority. 8. Install at least one sign directing concrete trucks to the washout within the project limits. Post signage on the washout itself to identify this location. 9. Remove leavings from the washout when at approximately 75% capacity to limit overflow events. Replace the tarp, sand bags or other temporary structural components when no longer functional. When utilizing alternative or proprietary products, follow manufacturer's instructions. measures drainage facilities, completion of all land -disturbing activity, construction or redevelopment, permanent ground cover). 2. Documentation that the required ground stabilization measures have been provided within the required timeframe or an assurance that they will be provided as soon as possible. I ' NCDEQ NCGO1 PLAN SHEET 10. At the completion of the concrete work, remove remaining leavings and dispose of in an approved disposal facility. EQUIPMENT AND VEHICLE MAINTENANCE Fill pit, if applicable, and stabilize any disturbance caused by removal of washout. 1. Maintain vehicles and equipment to prevent discharge of fluids. NOTE: The rain inspection resets the required 7 calendar day inspection requirement. 2. Provide drip pans under any 3. Identify leaks and repair as stored equipment. soon as feasible, or remove leaking equipment from the project. 4. Collect all spent fluids, store 5. Remove leaking vehicles and in separate containers and properly dispose as hazardous waste (recycle when possible). construction equipment from service until the problem has been corrected. HERBICIDES, PESTICIDES AND RODENTICIDES 6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products to a recycling or disposal center that handles these materials. 1. Store and apply herbicides, pesticides and rodenticides in accordance with label restrictions. 2. Store herbicides, pesticides and rodenticides in their original containers with the label, which lists directions for PART III SELF -INSPECTION, RECORDKEEPING AND REPORTING SECTION C: REPORTING ingredients first in LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE use, and aid steps case of accidental poisoning. 3. Do not store herbicides, pesticides and rodenticides in areas where flooding is possible or where they may spill or 1. Never bury or burn waste. 2. Provide a sufficient number 3. Locate waste containers at Place litter and debris in approved waste containers. and size of waste containers (e.g dumpster, trash receptacle) on site to contain construction and domestic wastes. least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. leak into wells, stormwater drains, ground water or surface water. If a spill occurs, clean area immediately. 4. Do not stockpile these materials onsite. 1. Occurrences that must be reported Permittees shall report the following occurrences: (a) Visible sediment deposition in a stream or wetland. (b) Oil spills if: • They are 25 gallons or more, • They are less than 25 gallons but cannot be cleaned up within 24 hours, • They cause sheen on surface waters (regardless of volume), or • They are within 100 feet of surface waters (regardless of volume). (a) Releases of hazardous substances in excess of reportable quantities under Section 311 of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA (Ref: 40 CFR 302.4) or G.S. 143-215.85. (b) Anticipated bypasses and unanticipated bypasses. (c) Noncompliance with the conditions of this permit that may endanger health or the environment. 2. Reporting Timeframes and Other Requirements After a permittee becomes aware of an occurrence that must be reported, he shall contact the appropriate Division regional office within the timeframes and in accordance with the other requirements listed below. Occurrences outside normal business hours may also be reported to the Division's Emergency Response personnel at (800) 662 7956, (800) 858-0368 or (919) 733-3300. 4. Locate waste containers on wetland. areas that do not receive substantial amounts of runoff from upland areas and does not drain directly to a storm drain, stream or 5. Cover waste containers at 6. Anchor all lightweight items the end of each workday and before storm events or provide secondary containment. Repair or replace damaged waste containers. in waste containers during times of high winds. HAZARDOUS AND TOXIC WASTE 7. Empty waste containers as 8. Dispose waste off -site at an 9. On business days, clean up needed to prevent overflow. Clean up immediately if containers overflow. approved disposal facility. and dispose of waste in designated waste containers. 1. Create designated hazardous waste collection areas on site. 2. Place hazardous waste containers under cover or in secondary containment. 3. Do not store hazardous chemicals, drums or bagged materials directly on the ground. ONSITE CONCRETE WASHOUT STRUCTURE WITH LINER Job No. 02190372.10 Drawn By WR 10' MIN Date Designer WR A11/05/2020 HIGH COHESIVE & B SANDBAGS ( TYP.) OR STAPLES (__) ( ) LOW FILTRATION SANDBAGS A A A / HIGH (TYP.) SOIL BERM 10 MIL ^ \ V V / OR STAPLES COHESIVE & PLASTIC LINING (__\) (__) (/__) \ LOW FILTRATION ", < / \ \ / / 1:1 SIDE SLOPE SOIL BERM ``� ^J( 10 MIL r PLASTIC SANDBAGS (TYP.) SILT FENCE 1:1 LINING OR STAPLES SIDE SLOPE •• ^ ! V V ` C \\ / �� z ��,��" -- 74, ,�� Occurrence Reporting Timeframes (After Discovery) and Other Requirements (a) Visible sediment deposition in a stream or wetland • Within 24 hours, an oral or electronic notification. • Within 7 calendardays, a report that contains a description of the sediment and actions taken to address the cause of the deposition. Division staff may waive the requirement for a written report on a case -by -case basis. • If the stream is named on the NC 303(d) list as impaired for sediment > l� C �� jl�� oi��'Aii z sc ¢ v��jl��I ^ ^ (TYP.) \\ _ >�� • \pf(TYP.) �'. M °5 / E �0,��, i1�j��j�1�j��1��•��!'�4 y0�1�j10•�1�1��•�� G��i e��G ` `• l>i� .may. o �.�.�y p v U ( ) U related causes, the permittee may be required to perform additional monitoring, inspections or apply more stringent practices if staff determine that additional requirements are needed to assure compliance with the federal or state impaired -waters conditions. �' '' \ / \ / \ / \ / SECTION B-B A / V V V V SANDBAGS (TYP.) OR STAPLES NOTES: Revisions 1 PER TONS COMMENTS 2021.03.08 (b) Oil spills and release of hazardous substances per Item 1(b)-(c) above • Within 24 hours, an oral or electronic notification. The notification shall include information about the date, time, nature, volume and location of the spill or release. 2 PER TORS COMMENTS 2021.04.14 CONCRETE CLEARLY MARKED SIGNAGE 1. ACTUAL LOCATION DETERMINED IN FIELD DEVICE (18"X24" MIN.) SECTION A -A 3 PER TORS COMMENTS 2021.05.12 (c)Anticipated p bypasses [40 CFR 122.41(m}(3}] • A report at least ten days before the date ofthe bypass, i possible. P y f yP f The report shall include an evaluation of the anticipated quality and effect of the bypass. ��NOTING 2. THE CONCRETE WASHOUT STRUCTURES SHALL BE WASHOUT NOTES: CLEARLY MARKED SIGNAGE 4 PER TOHS COMMENTS 2021.06.09 1. ACTUAL LOCATION DETERMINED IN FIELD CONCRETE MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES NOTING DEVICE (18"X24" MIN.) 75% OF THE STRUCTURES CAPACITY TO PROVIDE (d) Unanticipated bypasses[40 CFRWithincalendar 122.41 m 3 • Within 24 hours, an oral or electronic notification. • 7 a days,report that includes an evaluation of the quality and effect of the bypass. 2. THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES 75% OF WASHOUT ADEQUATE HOLDING CAPACITY WITH A MINIMUM 12 INCHES OF FREEBOARD. THE STRUCTURES CAPACITY. 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARY MARKED WITH SIGNAGE NOTING DEVICE. PLAN 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARY MARKED WITH SIGNAGE NOTING DEVICE. PLAN (e) Noncompliance with the conditions of this permit that may endanger health or the environment[40 CFR 122.41(1)(7)] • Within 24 hours, an oral or electronic notification. • Within 7 calendar days, a report that contains a description of the noncompliance, and its causes; the period of noncompliance, including exact dates and times, and if the noncompliance has not been corrected, the anticipated time noncompliance is expected to continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance. [40 CFR 122.41(1)(6). • Division staff may waive the requirement for a written report on a case -by -case basis. BELOW GRADE WASHOUT STRUCTURE ABOVE GRADE WASHOUT STRUCTURE NOT TO SCALE NOT TO SCALE Sheet No. C8.7 DocuSign Envelope ID: A84B12F8-6ADA-48A6-BC5F-3FD7A61 E9160 sion plan\L1.01 OVERALL LANDSCAPE PLAN.dwg- Tuesday, June 8, 2021 2:37:49 PM - PIATEK NUNEZ, ZENON k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdi Imo WiLhersRavenel0 Engineers I Planners Surveyors 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.3340 I license #: C-0832 I www.withersravenel.com TOWN OF HOLLY SPRINGS LANDSCAPE NOTES GENERAL LANDSCAPE NOTES: 11. ALL LANDSCAPE AREAS ARE TO BE GRADED FOR POSITIVE PREPARATION FOR PLANTED AREAS (ORNAMENTAL PLANT BEDS): SHEET KEY MAP DRAINAGE AND TO ENSURE NO STANDING WATER. SEE 1. ALL STREET TREES SHALL BE LOCATED A MINIMUM OF 25' FROM THE BASE OF ALL 1. THE CONTRACTOR SHALL TAKE PROPER PRECAUTIONS NOT GRADING PLAN FOR SPECIFIC GRADING INFORMATION. 1. PERFORM SOIL TESTS FROM EVENLY SPACED SAMPLES IN ORDER TO CALIBRATE -- _\ LARGE DECIDUOUS TREES: � STREET LIGHT POLES. TO DAMAGE EXISTING PLANTS, FACILITIES AND STRUCTURES FERTILIZER AND LIME NEEDS. 2. TREES SHALL BE NURSERY GROWN, TYPICAL OF THEIR SPECIES OR VARIETY, THAT ARE TO REMAIN. THE CONTRACTOR SHALL RESTORE 12. ESTABLISH AND MAINTAIN TOP OF GRADE BELOW ADJACENT 2. RIP AND LOOSEN SUBGRADE OF PLANTED AREAS TO A MINIMUM OF DEPTH OF 18". REMOVE s-�fI��QIiI� FRESHLY DUG NORMALLY SHAPED, HEAVY AND WELL BRANCHED; WITH FULL DISTURBED AREAS TO THEIR ORIGINAL CONDITION TO THE CURBS, WALKWAYS AND OTHER HARDSCAPE AREAS TO STONES AND ANY OTHER DEBRIS OVER 1 Z" IN ANY DIMENSION. LIMIT PREPARATION TO ABU -ACER BUERGERIANUM I I FOLIAGE WHEN IN LEAF AND SHALL HAVE HEALTHY, WELL DEVELOPED SYSTEMS. SATISFACTION OF THE LANDSCAPE ARCHITECT AND OWNER. ALLOW FOR INSTALLATION OF MULCH. AREAS WHICH WILL BE PLANTED PROMPTLY AFTER PREPARATION. TREES MUST BE SELF SUPPORTING, WITH STRAIGHT TRUNKS AND WITH LEADERS '� �o ADJACENT STREETS AND SIDEWALKS SHALL BE MAINTAINED IN INCORPORATE 6 INCHES OF 50 BLENDED SOIL INTO THE AREAS TO BE PLANTED. PLACE ALL PLANTING BEDS ARE TO BE COVERED WITH MULCH TO A INTACT. ALL WOUNDS PRESENT AT THE TIME OF DIGGING MUST EXHIBIT A CLEAN CONDITION, MUD AND DUST FREE. 1 , 50 CALLUSING, WITH THE BARK AT THE EDGES OF ANY SUCH WOUND TIGHT AND MINIMUM DEPTH OF 3 INCHES. MULCH SHALL BE DARK BROWN, 'z DEPTH OF 50 SOIL OVER THE AREA AND WORK IT INTO THE TOP OF THE LOOSENED INTACT. NO ABRASIONS OR UNHEALED CUTS ARE ALLOWED ON THE TRUNKS OF 2. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH DESIGNER -GRADE, DOUBLE -SHREDDED HARDWOOD. NO PINE SUBGRADE TO CREATE A TRANSITION LAYER AND THEN PLACE ANOTHER z " DEPTH OF 413. CKY - CLANDRASTIS KENTUCKEA l ��III� 4/p77U iioi, �� TREES. ALL TREES FURNISHED SHALL BE FREE OF ANY INSECT INFESTATIONS. MUNICIPAL STANDARDS AND SPECIFICATIONS, AND NCDOT, STRAW IS PERMITTED. CONTRACTOR TO SUBMIT A SAMPLE 50/50 SOIL. 3. ALL TREES PLANTED TO MEET THE STREET TREE REQUIREMENT MUST BE WELL STANDARDS AND SPECIFICATIONS IF APPLICABLE. FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO 3. SPREAD AMENDMENTS BASED ON SOIL SAMPLE RESULTS INCLUDING SLOW RELEASE a GBI - GINKGO BILOBA / / • MATCHED SPECIMENS. THE DEVELOPER SHALL PROVIDE WRITTEN CERTIFICATION PURCHASE AND DELIVERY TO PROJECT SITE. OS SUPERPHPHATE FEER, LIME, AND ORGANIC MATTER. FERTILIZER, THAT THE PLANT MATERIAL MEETS THIS QUALITY REQUIREMENT AT THE TIME OF 3. NO CHANGES TO ANY ASPECT OF APPROVED SITE PLAN, NITROGEN AND TRIPLEINSTALLATION. INCLUDING BUT NOT LIMITED TO LANDSCAPING, GRADING, 14. FINISH OFF 2-4' CLEAR ZONE AROUND TREES WITH A 3" LAYER 4. IN HEAVY CLAY SOILS WITH LOW CEC PROVIDE HUMIIC ACID OR A COMPARABLE PRODUCT ° LST- LIQUIDAMBAR STYRACIFLUA 1 4. IN ORDER TO MAINTAIN A HIGH QUALITY OF URBAN STREETSCAPE, EACH BUILDING ELEVATIONS, LIGHTING, OR UTILITIES SHALL BE OF MULCH, BUT DO NOT PLACE UP AGAINST OR MOUND TO INCREASE CATION EXCHANGE CAPACITY OF THE SOIL. 's I MADE WITHOUT THE APPROVAL OF THE GOVERNING OF SOIL. - - 5111111111MUNICIPALITY. SIMILAR CANOPY. NO MORE THAN 50% OF A SINGLE SPECIES SHALL BE USED ON . 6. GRADE AREAS TO A SMOOTH AND EVEN SURFACE WITH LOOSE, UNIFORMLY FINE EACH STREET. 15MIXED GROUNDCOVER AND PLANTS SPECIFIED FOR MASSMGL OW.= - METASEQUOIA3 III Fill5. CENTERED IN THE PUBLIC RIGHT-OF-WAY WITHIN THE UTILITY STRIP BETWEEN THE4. ALL PLANTS PROVIDED BY THE CONTRACTOR SHALL MEET OR PLANTINGS SHALL BE PLANTED IN GROUPS OF 3 7 AND TEXTURE. RAKE, REMOVE RIDGES, AND FILL DEPRESSIONS, AS REQUIRED. LIMIT FINE GLYPTOSTROBOIDES B \ ,a l' SIDEWALK AND CURB OR CENTERED BETWEEN RIGHT-OF-WAY LINE AND CURB IF SURPASS THE SPECIFICATIONS GIVEN IN THE PLANT TABLE LOCATED AS REQUIRED TO PROVIDE A GENERAL MIXING OF GRADING TO AREAS THAT CAN BE PLANTED IMMEDIATELY. LIMIT FOOT TRAFFIC. NO SIDEWALK IS PRESENT. AND CONFORM TO THE AMERICAN STANDARD OF NURSERY SPECIES. DO NOT PLANT IN ROWS OR REPETITIVE PATTERNS x QLA- QUERCUS LAURIFLOIA \ A I►II]II0 6. WHERE NOTE #5 IS DEEMED NOT FEASIBLE AND PRACTICAL; THE DIRECTOR SHALL STOCK, ANSI Z601-1973 IN REGARD TO SIZING, GROWING AND UNLESS OTHERWISE DIRECTED. PREPARATION FOR INSTALLATION OF LAWNS: 4 I��111YYr HAVE THE AUTHORITY TO MODIFY AND APPROVE ACCEPTABLE ALTERNATIVES TO G, B&B SPECIFICATIONS. PLANTS SHALL BE FULL AND HEAVY, STREET TREE REQUIREMENTS. AND IN HEALTHY CONDITION AT THE TIME OF PLANTING. 16. ALL TREES ADJACENT TO PEDESTRIAN WALKWAYS AND IN 1. PERFORM SOIL TESTS FROM EVENLY SPACED SAMPLES IN ORDER TO CALIBRATE 7. STREET TREES MUST BE INSTALLED PRIOR TO THE CERTIFICATE OF UDO LANDSCAPE ARCHITECT SHALL REJECT ANY PLANT NOT SIGHT TRIANGLES SHALL BE UNDER -TRIMMED SUFFICIENTLY FERTILIZER AND LIME NEEDS. QNU - QUERCUS NUTTALLII / COMPLIANCE FOR THE DWELLING ON THE LOT WHERE THE TREE IS LOCATED. TO ALLOW CLEAR SIGHT AND PEDESTRIAN ACCESS UP TO 6 8. AT THE TIME OF INSTALLATION THE NURSERY TAGS MUST REMAIN ON THE STREET MEETING THESE GUIDELINES AND REQUIRE REPLACEMENT. 2. RIP AND LOOSEN SUBGRADE OF LAWN AREAS TO A MINIMUM OF DEPTH OF 6". REMOVE FEET ABOVE SIDEWALK ELEVATION. ALL PRUNING SHALL BE �p �C p► � TREES AND WRITTEN STATEMENT MUST BE SUBMITTED TO THE DEPARTMENT OF 5. ALL PLANTS ARE TO BE FULLY GUARANTEED (INCLUDING PERFORMED BY A CERTIFIED ARBORIST, AND ADHERE TO THE STONES AND ANY OTHER DEBRIS OVER 1 Z" IN ANY DIMENSION. LIMIT PREPARATION TO PLANNING & ZONING TO CERTIFY THE CORRECT SPECIES OF TREES HAVE BEEN LABOR AND MATERIALS) FOR A PERIOD OF NOT LESS THAN ANSI A300 PRUNING STANDARD. PRUNING CUTS ARE TO BE AREAS WHICH WILL BE PLANTED PROMPTLY AFTER PREPARATION. INSTALLED. ONE (1) YEAR FROM FINAL ACCEPTANCE. DELIBERATE AND TARGETED ONLY TO THE NECESSARY 3. PLACE 7 " DEPTH OF SCREENED TOP SOIL OVER THE LAWN AREA AND WORK IT INTO THE 9. ALL REPLACEMENT AND MAINTENANCE SHALL BE IN ACCORDANCE WITH TOWN BRANCHES IN ORDER TO SATISFY SIGHT AND CLEARANCE TOP OF THE LOOSENED SUBGRADE TO CREATE A TRANSITION LAYER AND THEN POLICY STATEMENT #P-039. 6. SHALL FOLLOW NCDOT STANDARD SPECIFICATIONS REQUIREMENTS WHILE MAINTAINING THE INTEGRITY OF THE PLACE ANOTHER z " DEPTH OF SCREENED TOP SOIL. * TDI-TAXODIUM DISTICHUM 'GREENVASE' LEGEND: I ' CAROLINA SPRINGS PHASE 1 SECTIONS 1-5 HOLLY SPRINGS, NORTH CAROLINA [PLANTING 10. NO SPECIES OF PLANT WITHIN ITS GIVEN CATEGORY SHALL EXCEED 25% OF THE AS OUTLINED IN SECTION 1670. PLANTING SEASON IS TREES. TOTAL QUANTITY OF PLANTS WITHIN THAT CATEGORY. OCTOBER 15 - MARCH 15, UNLESS OTHERWISE NOTED OR 4. SPREAD AMENDMENTS BASED ON SOIL SAMPLE RESULTS INCLUDING FERTILIZER, LIME, + ZSG -ZELKOVA SERRATA 11. FOR ALL LANDSCAPE SCREENING EXISTING VEGETATION CAN BE USED TO APPROVED BY NCDOT ENGINEER.] ALL PLANTS THAT ARE 17. CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL AND ORGANIC MATTER. SMALL DECIDUOUS TREES: EXISTING WETLAND SATISFY THE PUV REQUIREMENT. UNABLE TO BE IMMEDIATELY PLANTED SHALL BE STORED IN A PLANTING (INCLUDING, BUT NOT LIMITED TO WATERING, 5. IN HEAVY CLAY SOILS WITH LOW CEC PROVIDE HUMIC ACID OR A COMPARABLE PRODUCT 12. TREE SURVEYS WILL BE PROVIDED AT TIME OF PRELIMINARY PLAN OR PROTECTED AREA OUT OF DIRECT SUN AND WIND. PLANTS MULCHING, SPRAYING, FERTILIZING, ETC.) OF THE PLANTING TO INCREASE CATION EXCHANGE CAPACITY OF THE SOIL. 0 CBE - CARPINUS BETULUS 'FASTIGIATA' DEVELOPMENT PLAN TO CONFIRM REQUIRED PUV HAS BEEN ACHIEVED WITH SHALL BE EVENLY AND CONSISTENTLY WATERED, AS NEEDED, AREAS UNTIL FINAL ACCEPTANCE. 6. ALLOW FOR SOD THICKNESS WHEN FINE GRADING. EXISTING VEGETATION. 7. GRADE LAWN AREAS TO A SMOOTH AND EVEN SURFACE WITH LOOSE, UNIFORMLY FINE TO PREVENT DRYING OF ROOTS. ROOT BALLS OF B&B STOCK CCA- CERCIS CANADENSIS 0 TREE PRESERVATION AREA 13. FINAL DESIGN OF THE PERMIT YARDS SHALL USE THE DETAIL BUT THAT 18. ANY PLANT WHICH DIES, TURNS BROWN OR DEFOLIATES TEXTURE. ROLL, RAKE, REMOVE RIDGES, AND FILL DEPRESSIONS, AS REQUIRED. LIMIT SHALL BE COVERED WITH AT LEAST 4 INCHES OF HARDWOOD MODIFICATIONS CAN BE MADE TO ACCOMMODATE SITE FEATURES AS NECESSARY. PRIOR TO FINAL ACCEPTANCE OF THE WORK SHALL BE FINE GRADING TO AREAS THAT CAN BE PLANTED IMMEDIATELY. LIMIT FOOT TRAFFIC. 14. STREET TREES ARE REQUIRED AT DEVELOPMENT PLAN OR PRELIMINARY MULCH TO MAINTAIN MOISTURE IN ROOTS. PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH 8. MOISTEN PREPARED LAWN AREAS BEFORE PLANTING IF SOIL IS DRY. WATER �i �� CKO - CORNUS KOUSA L N 30' TYPE A LANDSCAPE SCREEN - A-75 SUBDIVISION PLAN REVIEW 7. THE CONTRACTOR SHALL VERIFY ALL PLANT QUANTITIES MATERIAL OF THE SAME SPECIES, IN ACCORDANCE WITH THE THOROUGHLY AND ALLOW SURFACE TO DRY BEFORE PLANTING LAWNS. AVOID CREATING CRE - CHIONANTHUS RETUSUS 15. STREET TREE SPECIES SHALL ADHERE TO THE RECOMMENDATION OF THE TOWN SHOWN ON PLANS AND CLARIFY ANY DISCREPANCIES WITH APPROPRIATE PLANTING SEASON, QUANTITY AND SIZE TO MUDDY CONDITIONS. 9. INSTALL FRESH CUT'TIFTUF' BERMUDA SOD IN LAWN AREAS SPECIFIED IN THE LANDSCAPE OF HOLLY SPRINGS PROFFERED MATERIALS LIST 12.01. MEET PLAN SPECIFICATIONS.;;,,,,,;,,,%;;,%;%,;,, LANDSCAPE ARCHITECT PRIOR TO PURCHASING PLANTS. +' rr MST-MAGNOLIASTELLATA ;, , ; "" ,' ,' "" 30' TYPE B LANDSCAPE SCREEN - B-40 16. STREET TREE LOCATIONS SHALL BE SHOWN WITH APPROVED LIGHTING FIXTURE PLAN TO BE SODDED. CONTRACTOR SHALL TAG ALL TREES (AS DESIGNATED IN THE 71� LOCATIONS SHALL BE POSITIONED AS TO NOT INTERFERE WITH ANY LIGHTING 19. UTILITIES SHOWN ON THE LANDSCAPE DRAWINGS ARE FOR 10. SOD TO BE INSTALLED IN STRAIGHT LINES WITH SHOVED JOINTS BETWEEN EACH PIECE. FIXTURES OR ANY SITE DISTANCE TRIANGLES. MASTER PLANT LIST) AT THE NURSERY FOR APPROVAL BY THE REFERENCE ONLY. SEE UTILITY DRAWINGS FOR EXISTING AND 1 LANDSCAPE ARCHITECT PRIOR TO PURCHASING PLANTS. GAPS SHALL BE Z' OR LESS. PCH - PISTACIA CHINENSIS 30' TYPE B LANDSCAPE SCREEN - B-75 17. SITE DISTANCE: ANY STREET TREE THAT FALLS WITHIN A SIGHT DISTANCE PROPOSED UTILITY LOCATIONS. THE CONTRACTOR MUST 11. SOD ON SLOPE TO BE INSTALLED PERPENDICULAR TO THE SLOPE. SJA- STYRAXJAPONICA PS' TRIANGLE MUST BE INSTALLED AS A SINGLE STEM TREE. STREET TREE MUST BE 8. LANDSCAPE ARCHITECT SHALL BE NOTIFIED IN WRITING OF LOCATE AND VERIFY ALL SUCH INFORMATION, INCLUDING 12. WATER SOD THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER PLANTING. LIMBED UP TO CREATE A CLEAR ZONE BENEATH THE CANOPY FROM THE FINISHED ANY PROPOSED PLANT SUBSTITUTIONS BY THE CONTRACTOR. INFORMATION NOT SHOWN ON THE PLANS, BY CONTACTING 13. WATER NEWLY SODDED AREAS AND KEEP MOIST UNTIL NEW GRASS IS ESTABLISHED 100' UNDISTURBED LANDSCAPE SCREEN - C-225 GRADE TO A HEIGHT OF 8 FEET. NO SUBSTITUTIONS SHALL BE MADE UNDER ANY THE INDIVIDUAL UTILITY COMPANY & INVESTIGATING THE SITE SMALL EVERGREEN TREES: 18. CONTRACTOR TO FIELD ADJUST TREES SUCH THAT CONFLICTS WITH UTILITIES CIRCUMSTANCES WITHOUT PRIOR APPROVAL BY THE TO DETERMINE THE EXACT LOCATION OF UTILITY LINES AND ARE MINIMIZED TO THE FULLEST EXTENT POSSIBLE. STRUCTURES. THE CONTRACTOR SHALL BE RESPONSIBLE SEEDING NEW LAWN AREAS AND DAMAGED EXISTING LAWNS: x ICO - ILEX X'CONIN' ;•••••••••••••A i�j j j j j j j; 30' TYPE C LANDSCAPE SCREEN -C-75 19. ALL PREVIOUS CONDITIONS OF CAROLINA SPRINGS PLANNED UNIT DEVELOPMENT LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. ,..,.,.,yyy,.,, FOR REPAIRING, AT HIS OWN EXPENSE, AND TO THE SHALL APPLY TO THIS AMENDMENT EXCEPT FOR ANY CONDITIONS THAT 14. PERFORM SOIL TESTS FROM EVENLY SPACED SAMPLES IN ORDER TO CALIBRATE _ IMN - ILEX'MARY NELL' 9, ALL PLANTS AND PLANTING BEDS ARE TO BE LOCATED BY SATISFACTION OF THE PROJECT OWNER AND THE UTILITY DESCRIBES FEE OR FEE -IN -LIEU TO BE PAID SHALL NOW COMPLY WITH THE SCALED DIMENSIONS FROM BUILDINGS, CURBS, PAVEMENTS, OWNER, DAMAGE TO ANY UTILITY CAUSED BY HIS WORK. HE FERTILIZER AND LIME NEEDS. CURRENT AMOUNTS DUE PURSUANT TO THE TOWN'S CURRENT ANNUAL BUDGET 15. RAKE SEED LIGHTLY INTO TOP a " OF SOIL, ROLL LIGHTLY AND WATER WITH FINE SPRAY. ""' JVB - JUNIPERUS VIRGINIANA 'BRODIE' ,°o°; °° °°° °°° °°° o0 000°opo opo 30' TYPE B LANDSCAPE SCREEN - B-225 ETC. SPECIFIC ATTENTION SHALL BE GIVEN TO ENSURE THAT SHALL IMMEDIATELY NOTIFY THE OWNER AND THE UTILITY OR ANY UNEXPIRED DEVELOPMENT AGREEMENT. 16. PROTECT SEEDED AREAS BY LIGHTLY SPREADING WHEAT STRAW MULCH, SPREAD BY PLANTS INDIVIDUALLY SHOWN ON THE PLAN ARE ACCURATELY OWNER OF ANY DAMAGE TO ANY UTILITY BY HIS OPERATION. HAND, BLOWER OR OTHER SUITABLE EQUIPMENT TO FORM A CONTINUOUS BLANKET IN FRONT, SIDE & REAR YARDS AND FRONT, SIDE & REAR BUFFERYARDS: LOCATED. LOCATION OF ALL PLANTS SHALL BE REVIEWED IN LOOSE THICKNESS OVER SEEDED AREAS. MVI- MAGNOLIA VIRGINIANA r � LE -LANDSCAPE EASEMENT [TYP] THE FIELD BY THE LANDSCAPE ARCHITECT PRIOR TO 20. THE SITE SHALL BE STABILIZED AND SEEDED PRIOR TO THE 17. ANCHOR STRAW MULCH BY CRIMPING INTO SOIL WITH SUITABLE MECHANICAL EQUIPMENT. �� OFROSMANTHUS FRAGRANS 1. ALL REQUIRED YARDS AND BUFFERYARDS SHALL BE LANDSCAPED IN COMPLIANCE INSTALLATION. CONTRACTOR SHALL PROVIDE 48 HOURS ISSUANCE OF A CERTIFICATE OF OCCUPANCY (CO). WITH THE REQUIREMENTS IN TABLE 7.01 C - TYPE AND PLANT UNIT VALUE OF NOTICE FOR REVIEW. 18. ANCHOR STRAW MULCH WITH NETTING FOR SLOPES. REQUIRED LANDSCAPING. 21. ALL ABOVE -GROUND HVAC EQUIPMENT AND UTILITY DEVICES 19. WATER SEED THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER PLANTING. 10. A PRE -EMERGENT HERBICIDE SHALL BE APPLIED TO ALL NEW (TO INCLUDE, BUT NOT LIMITED TO TELEPHONE AND CABLE 20. WATER NEWLY SEEDED AREAS AND KEEP MOIST UNTIL NEW GRASS IS ESTABLISHED. - SHRUBS: LANDSCAPE GENERAL CONDITIONS 2. ALONG THOROUGHFARES, TREES SHALL BE PLANTED SO AS TO CREATE THE PLANTING BEDS IN ACCORDANCE WITH MANUFACTURER'S PEDESTALS; ELECTRICAL TRANSFORMERS; BACKFLOW-DEVICE HOTBOX; ETC) SHALL BE SCREENED FROM OFF -SITE VIEW BY GENERAL MAINTENANCE OF LANDSCAPING AND SITE: O AGR- ABELIAXGRANDIFLORA VISUAL APPEARANCE OF STREET TREES AS FOLLOWS: RECOMMENDATIONS AND ALLOWED TO DISSIPATE PRIOR TO INSTALLATION OF ANY PLANT MATERIAL. EVERGREEN SHRUBS, FENCE, OR WALL. 21. THE PROPERTY OWNER, INCLUDING SUBSEQUENT OR SUCCESSOR OWNER, AND CSA - CAMELLIA SASANQUA 0 ICN - ILEX CORNUTA'NEEDLEPOINT' ABBREVIATION LEGEND 2.1. DECIDUOUS TREES AS SPECIFIED IN SECTION 12.01 - PREFERRED LANDSCAPE THEIR AUTHORIZED AGENTS ARE JOINTLY AND SEVERALLY RESPONSIBLE FOR MATERIALS OF THE TOWN OF HOLLY SPRINGS 'DEVELOPMENT PROCEDURES MAINTENANCE OF LANDSCAPING ON THE PROPERTY ON A CONTINUING BASIDS FOR MANUAL', OR AS FURTHER SPECIFIED IN THE TOWN OF HOLLY SPRINGS THE LIFE OF THE DEVELOPMENT. ALL REQUIRED LANDSCAPING SHALL BE MAINTAINED COMPREHENSIVE PLAN THOROUGHFARE PLANTING PLAN. TREE PROTECTION NOTES: IN A NEAT AND ORDERLY MANNER AT ALL TIMES. THIS SHALL INCLUDE, BUT IS NOT 0 IGL - ILEX GLABRA a LCR - LOROPETALUM CHINESE VAR. RUBRUM 'BURGENDY' 0 LPD - LOROPETALUM CHINESE 'PURPLE DIAMOND' DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT 2.2. WHERE EXISTING OHE UTILITIES INTERFERE WITH PART OF THE LANDSCAPE LIMITED TO, MOWING, EDGING, PRUNING, FERTILIZING, WATERING, WEEDING AND AREA, THE LARGE TREE REQUIREMENT MAYBE SUBSTITUTED BY INSTALLING 1. ALL TREES THAT ARE TO REMAIN, WITHIN OR DIRECTLY OTHER ACTIVITIES COMMON TO THE MAINTENANCE OF LANDSCAPING. MISCELLANEOUS: PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SMALL DECIDUOUS TREES. ADJACENT TO THE LIMITS OF WORK, MUST BE PROTECTED WITH 6' TALL CHAIN LINK FENCE TO THE EXTENT OF THE TREE 22. LANDSCAPED AREAS SHALL BE KEPT FREE OF TRASH, LITTER, WEEDS AND OTHER 3. REQUIREMENTS:\ BOX OR THE DRIP LINE IN A PLANTING STRIP. THE DRIP LINE MATERIALS OR PLANTS NOT A PART OF THE LANDSCAPING. LARGE DECIDUOUS TREES = 2" CAL. (40' O.C. ON AVERAGE) - -, // R25' •- 1 STREET LIGHT I 8 SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT IS DEFINED AS THE GROUND AREA UNDER THE CANOPY OF SMALL DECIDUOUS TREE =1" CAL. (30' O.C. ON AVERAGE) 23. REQUIRED LANDSCAPING SHALL BE MAINTAINED IN PERPETUITY. AFTER INITIAL THE TREE. FENCING IS TO BE INSTALLED PRIOR TO CONSTRUCTION, MAINTAINED THROUGHOUT, AND REMOVED INSTALLATION, THE OWNER OF THE PROPERTY UPON WHICH THE LANDSCAPING IS 4. ALL TREES SHALL BE LOCATED A MINIMUM OF 50' FROM THE POINT OF TANGENCY ONLY AT THE END OF THE PROJECT. INSTALLED SHALL MAINTAIN ALL REQUIRED PLANTINGS IN A HEALTHY, VIGOROUS AND OF CURB RADII AT STREET INTERSECTIONS AND OUTSIDE OF SITE DISTANCE ATTRACTIVE STATE. TRIANGLES IN ACCORDANCE WITH THE TOWN OF HOLLY SPRINGS ' ENGINEERING 2. NONE OF THE FOLLOWING SHALL OCCUR WITHIN THE ROOT DESIGN & CONSTRUCTION STANDARDS', ZONE OF A TREE WITHOUT PERMISSION OF LANDSCAPE 24. ALL REQUIRED PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY, GROWING ARCHITECT OR PROJECT ARBORIST: ALTERATION OR CONDITION AS IS APPROPRIATE FOR THE SEASON. PLANT MATERIALS WHICH EXHIBIT 5. ALL TREES SHALL BE LOCATED 25' FROM THE BASE OF ALL LIGHT POLES. DISTURBANCE TO EXISTING GRADE; STAGING OR STORAGE EVIDENCE OF INSECT PESTS, DISEASE AND/OR DAMAGE SHALL BE APPROPRIATELY OF CONSTRUCTION MATERIALS, EQUIPMENT, SOIL OR DEBRIS; TREATED. DEAD PLANTS SHALL BE PROMPTLY REMOVED AND REPLACED WITHIN THE 6. ALL TREES SHALL BE LOCATED WITHIN 5' OF THE RIGHT-OF-WAY LINE ON THE TRENCHING; OR DISPOSAL OF ANY LIQUIDS. NEXT PLANTING SEASON AFTER REMOVAL. IF REPLACEMENT IS NECESSARY, ALL PRIVATE PROPERTY SIDE.. PLANTS AND OTHER NON -LIVING LANDSCAPE MATERIALS SHALL BE EQUAL IN SIZE, 7. AT THE TIME OF INSTALLATION, THE NURSERY TAGS MUST REMAIN ON THE TREES 3. NO HEAVY EQUIPMENT SHALL BE USED WITHIN THE DRIP LINE DENSITY AND APPEARANCE AS ORIGINALLY REQUIRED AT THE TIME OF THE OF AN EXISTING TREE. APPROVAL OF THE DEVELOPMENT PERMIT. / / \ , _ I AND A WRITTEN STATEMENT MUST BE SUBMITTED TO THE DEPARTMENT OF PLANNING & ZONING TO CERTIFY THAT THE CORRECT SPECIES OF TREE(S) HAS 4. APPROVED EXCAVATIONS WITHIN THE DRIP LINE SHALL BEEN INSTALLED. PROCEED WITH CARE BY USE OF HAND TOOLS OR EQUIPMENT THAT WILL NOT CAUSE INJURY TO TREE TRUNKS, 8. TREES SHALL BE INSTALLED WITH ROOT GUARDS IN ACCORDANCE WITH THE BRANCHES AND ROOTS. TOWN OF HOLLY SPRINGS 'ENGINEERING DESIGN & CONSTRUCTION STANDARDS'. 5. NO ROOTS GREATER THAN 2 INCHES IN DIAMETER SHALL BE CUT WITHOUT PERMISSION OF LANDSCAPE ARCHITECT OR PROJECT ARBORIST. EXPOSED ROOTS 2 INCHES AND LARGER IN DIAMETER SHALL BE WRAPPED IN BURLAP OR OTHER APPROVED MATERIAL AND KEPT MOIST AT ALL TIMES. 6. IF THERE ARE ANY TREE CONFLICTS ON THIS JOB SITE, PERMIT HOLDER MUST SUSPEND ALL WORK THAT CONTRIBUTES TO THE CONFLICT AND IMMEDIATELY CONTACT LANDSCAPE ARCHITECT OR PROJECT ARBORIST FOR DIRECTION AND CLEARANCE TO CONTINUE THE CONFLICTING WORK. 7. TREES THAT ARE PROTECTED SHALL BE THOROUGHLY WATERED AS REQUIRED TO KEEP ROOT BALLS FROM DRYING OUT, ESPECIALLY BETWEEN APRIL THROUGH SEPTEMBER. 200 0 GRAPHIC SCALE 0 100 200 400 Job No. 02190372.10 Drawn By WR Date 11/05/2020 Designer WR \��``��111iA�''',�,� \`\ ,�° R O ', O °°°'PNDSCgA�°��o./G - = = e �° 9 e E i� °w 2077 ' a ° 0 ' °° e ��'L°°�� yo• --DocuSignedb 4 ° B W NP,,\` 4.6g""`` 'i% 6/9/2021 Revisions 1 PER TORS COMMENTS 2021.03.08 2 PER TORS COMMENTS 2021.04.14 3 PER TORS COMMENTS 2021.05.12 4 PER TOHS COMMENTS 2021.06.09 Sheet L1.O No. -- ----- 1 inch = 200 Ft. DocuSign Envelope ID: A84B12F8-6ADA-48A6-BC5F-3FD7A61E9160 k:\19\19-0370\190372.10-lennar- carolina springs master plan\CAD\drawing sets\cds - phase 1-5 subdivision plan\L1.01 OVERALL LANDSCAPE PLAN.dwg- Tuesday, June 8, 20212:38:04 PM - PIATEK NUNEZ, ZENON ■ ■ •I I, c R i7-' HH TRINITY APEX INVESTMENTS LLC "V DB 12651 PG 1128 PIN:0730852539 04 �� _..� _ -_..►".��►iiiir �... h ,,, �., ....• _ _ a 0 ' III � : - ------•.�_ _ _ mom . .. r \\ SCM 9 I WET DETENTION POND C I I 1 \ i \\\3?, 1 , \ \ 4 %0 WiLhei%. Engineers 1 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.33, �� I a �, -��=_ o lfiriIl1I _ =o� =_ �1111i1411p .'=- _�1111JIIJI by,J - _---.v tt WETLANDAREAW , / / V \ A / y_ a IIII , , n O rkswr E.. Yam_` •". \ IIII��I y II/�'/////i / /`�%/Y/%/Y�1%if,�,/!I�!/%Y //////./ / j'�// O /// // jj/� / �/ / '/ �II II�i' .. 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STREET TREE MUST BE LIMBED UP TO CREATE A CLEAR ZONE BENEATH THE CANOPY �`�Os \\ \ Vie; j �� FROM THE FINISHED GRADE TO A HEIGHT OF 8 FEET. \eC,Q \ \\., , o \ / �f —4. * CONTRACTOR TO FIELD ADJUST TREES SUCH THAT CONFLICTS WITH UTILITIES ARE MINIMIZED TO THE ��F� ` \° �� •� , 6 FULLEST EXTENT POSSIBLE. 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REFER TO + + Ii I 1T �/ + + \ _�r /7` - , r BUFFER DETAIL 2 ON SHEET L2.1 + + I, 11 i11111ir / // / / / 1 � +in +me , ,-=, 1 + + WiLhei Engineers 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.33, N-22 Z/II + + + + + + + + + + + + + + + + �� + + 111 , ± ± \ ++ ++ ++ N 26 ' L + + + i --.70.0.. + + + ÷...v.Hr++.•_m_± ± + + + +7++ + ± ; + '-- + + + + + + + ± + + + 4-_2/ ++ ++_+ ++ iirin__++ + + + + + + + + + - + + + + N 28 + + + + +=_+ : + :IL: +LN+.29 + + : + -.:—.:-..—+..-..—.._÷ + ÷ ± ÷ ÷ + + + + ± ± ++._ id.--11.--1.-it.—. wt..— .t.-11 1+_÷ + + + + + --_ t 4_/, p2:1z 1 \ I- - _ LLJ , / LLJ LEGEND: I __ - - ii •� .� ® I I I RETAINING WALL#9 = I �® FII :��\ ® ® 1 I I I I EXISTING WETLAND f1 1 QLA 2-QLA � ® ® CO® � ® I I I I 'p _ _ i I i [ \ TREE PRESERVATION AREA 1! jl , 11 _ �, J a 1di \_ i iiI / � I 5 PU' CK0 . •� ° 1 I ♦ 1 1 J 1 .1 `_, U 30' TYPE B LANDSCAPE SCREEN - B-40 �C' ii. 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