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Home My WebLink AboutWQ0044399_N_1st_St_Townes_Phase_I_FTSSE_Final_Engineer_Cert_Asbuilts_20240701Vicinity Map (1 "=2,000') i 1 � 1 I 1 1 S 1 ■ -?A t a■ 1 1 r a � ly I ■ ■ �� I h400tl■yen L. 1 M 3 -? ■ 1 - ■ 1 US 70 IL Owner Kirkpatrick & Associates, LLC 4004 Barrett Drive, Suite 204 Raleigh, NC 27609 Contact: Matt Kirkpatrick 919.235.8304 mattk0reliant partners.com eve%per: DRB GROUP 3000 RDU Center Drive Ste 202 Morrisville, NC 27560 Contact: JAY COLVIN 919.747.4970 jcol vin@drbgroup. com Survevina: Boswei/ Surveyors, INC. 505 East Davis Street Burlington, NC 27215 336 227.8723 bos welisurveyors. com Landscane Architect: TMTLA Associates 5011 Southpark Drive, Suite 200 Durham, NC 27713 919.484.8880 (v) Contact: Tony Tate, PLA, ASLA tony@tmtla.com Civil Enain a erin a: Stocks Engineering, P.A. 801 East Washington Street P.O. Box 1108 Nashville, NC 27856 252.459.8196 (v) Contact: Mike Stocks, PE mstocks@stocksengineering.com N. FIRST STREET TOWNES PHASE ONE AS BUILTS MEBANE, NORTH CAROLINA AS BUILT SUBMITTAL - MAY 2024 SITE INFORMATION TABLE: LOCATION- N. FIRST STREET CITY OF MEBANE ALAMANCE COUNTY, NC PROPOSED LOT COUNT: 150 SINGLE FAMILY ATTACHED TOWNHOUES COUNTY- ALAMANCE COUNTY PIN: 9816907457 DB/PG 4283 / 0929 ZONING: CITY OF MEBANE R-20 RESIDENTIAL PROPOSED ZONING: R8 CD EXISTING USE: VACANT PROPOSED USE- RESIDENTIAL TOWNHOUES (HIGH DENSITY) WATERSHED: GENERAL WATERSHED AREA OVERLAY PROPOSED SETBACKS: DISTRICT — BOW —BACK CREEK WATERSHED FRONT YARD 20' SIDE YARD 3' CORNER SIDE YARD 15' REAR YARD 10' MAX BUILDING HEIGHT:-40' MAX LOT COVERAGE: 79% (SEE NOTES ON TYPICAL TOWNHOME LAYOUT) TOTAL ACREAGE: 30.55 AC. (1.37 is within NC 119 ROW) DISTURBED AREA: f18.34 AC. (f60%) UNDEVELOPED AREA: f 10.94 AC. (37%) TOTAL OPEN SPACE: t 18.76 AC. (64%) MAX. IMPERVIOUS SURFACE AREA: 381,310 SF (30%) PRO. IMPERVIOUS PERCENTAGE• 379,245 SF (29.84%) AREA IN ROW: 149,599 SF, 3.43 AC. (11.8%) PRO. STREET LINEAR FOOTAGE: 2,980 LF ARENDALE DRIVE: 210 LF HAMMOND DRIVE: 1,310 LF TEMBROOK DRIVE- 1,460 LF PARKING CALCULATIONS: REQUIRED PARKING- 2.5 PER UNIT (3 BDRM UNITS) 2.5 X 150 UNITS = 375 PARKS PROVIDED PARKING- 150 X1 (GARAGE SPOTS) +150X2 (DOUBLE DRIVES) +41 X1 (PARKING AREAS) 491 PROVIDED SPACES RECREATION & OPEN SPACE CALCULATIONS: 6-7.1 PUBLIC REC. OPEN SPACE• 1 /35 OF AN ACRE PER DWELLING UNIT 1 /35 X 150 = 4.28 AC. OR 1 /20 X 150 = 7.50 AC. (IF OPEN SPACE HAS STEEP SLOPES OR IS A FLOOD HAZARD AREA) PROVIDED PUBLIC REC. OPEN SPACE --PARTICIPATION IN OFFSITE GREENWAY IS TO REPLACE ONSITE PUBLIC RECREATION OPEN SPACE 6-7.2 PRIVATE REC. OPEN SPACE-- 6-7.2 DOES NOT APPLY SINCE UNITS ARE PROPOSED FOR INDIVIDUAL SALE AND ARE NOT MANUFACTURED HOMES, TWO—FAMILY OR MULTIFAMILY DEV. 6-7.3 PRIVATE OPEN SPACE- F. CONDOMINIUM AND TOWNHOUSE DEV. R8 = 500 SF PER DWELLING UNIT 150 X 500 = 75,000 SF (1.72 AC) PROVIDED PRIVATE OPEN SPACE• 823,146 SF (18.90 AC) EX. AREA OF SLOPES > 15%• 260,628 SF (5.98 AC) AREA IN FLOODPLAIN: 201,871 SF (4.63 AC) RIPARIAN BUFFER AREA: 164,090 SF (3.77 AC) EX. SEWER EASEMENT AREA: 28,170 SF (0.65 AC) UTILITY SYMBOLS ARE OVERSIZED FOR VISIBILITY. VALVES SHALL NOT BE INSTALLED IN THE CURB LINE OR ON HC RAMPS. VALVES SHOULD BE INSTALLED ADJACENT TO FITTINGS WHERE POSSIBLE. FIRE HYDRANTS ARE TO BE INSTALLED ON THE ROW LINE NOT WITHIN THE UTILITY EASEMENT. INDEX COVER COVER SHEET /\r AAOTC-SURVEY Tr A /A\ /r\/ CE-02 OVERALL SITE PLAN CE-03 UTILITY PLAN CE-04 DRAINAGE PLAN CE-05 ARENDALE DR, & LINE A PLAN AND PROFILE CE-06 TEMBROOK DR. PLAN AND PROFILE CE-07 HAMMOND DR. PLAN AND PROFILE C—E. eE-$ /\r /-1 A/1/ /T/ �r Ate/ r�/TA A �//\r T/ /A�/ / A �/r - - = = — - - -ErRi -- - - - -Aivei - -- -- - i=AN 10' UTILITY EASEMENT 3:1 MAX. GOVERNING AGENC/ES; WATER AND SEWER DISTRIBUTION CITY OF MEBANE PSNC ENERGY / DOMINION ENERGY PUBLIC WORKS DEPT. BRIAN SMITH CONTACT: KYLE SMITH, P.E. 2541 WHILDEN DRIVE DIRECTOR DURHAM, NC 27713 (919) 563-3401 (919) 598-7545 BRI AWSM ITH OSCAN A.COM EROSION CONTROL: WINSTON—SALEM REGIONAL OFFICE 450 WEST HANES MILL ROAD SUITE 300 WINSTON SALEM, NC 27105 CONTACT: SUE HOMEWOOD sue.homewoodOncdenr.gov (336) 776-9693 CITY OF MEBANE 106 E. WASHINGTON STREET MEBANE, NC 27302 EEL CITY OF MEBANE BOB LOUIS, CHIEF 450 N. FIRST STREET MEBANE, NC 27302 (919) 563-5718 NCDOT—DIVISION 7. DISTRICT 1 CHARLES N. EDWARDS (CHUCK) P.E. DISTRICT ENGINEER 115 E. CRESCENT SQUARE DRIVE PO BOX 766 GRAHAM, NC 27253 (919) 570-6833 PLANNING: CONTACT: ASHLEY OWNBEY DEVELOPMENT DIRECTOR 102 S. 5TH STREET MEBANE, NC 27302 (919) 563-9990 CONTACT: FRANZ HOLT 106 E. WASHINGTON STREET MEBANE, NC 27302 FH 0 LTOCI TYOFM EB AN E. COM BEFORE YOU DIG, CALL 0 0 D NORTH CAROLINA 9NE CALL CENTER www.ncocc.org ELECTRIC DUKE ENERGY 2500 S. NC 86 MEBANE, NC 27302 (336) 732-2123 PHONE AT&T AARON BOYKINS (336) 508-3237 AS BUILT NOTE: THESE ARE CERTIFICATION AS-BUILS FOR THE PURPOSE OF OBTAINING THE WATER AND SEWER CERTIFICATIONS. FINAL AS-BUILTS CONTAINING FINAL RIM ELEVATIONS AS WELL AS FINAL GRADES WILL BE PROVIDED PRIOR TO REQUESTING PLAT RECORDATION. 50' RIGHT OF WAY 2' 5' 1 2.5' MIN. 31' BB 2.5' MIN. 5' S/W TURF TURF S/W (5" THICK) (5" THICK) 1 /4" PER FOOT SLOPE ON SIDEWALK 1 /4" PER FOOT I SLOPE ON GRADE 2.60% 2.60% 30" ROLL CURB 8" CABC STONE 1.0" S9.56 (TOP COURSE) PER. STD. DETAILS 2.0" S9.5C (BINDER COURSE) 31' BACK TO BACK STREET SECTION NOT TO SCALE 1/4"PER FT. 10' UTILITY EASEMENT NO STREET TREES IN UTILITY EASEMENT 2' KiiiE71_TW 00(0 orn �00 XI o °' mLO N 0- LO N W z 0 Q z W~ W W W0 zz00 00 o 'n • � Z N = U Z �z �W J WL' (n w= z 00 0 U 0 z Of w w z z w Cn Y U O C A � gypZ"" FEss off;. SEAL 19843 4f ......CHA E: C'N . /'l" 8/30/22 COVER SHEET REVISIONS 5/8/24 AS BUILTS [5/13/24 AS BUILTS REV. FILE NO. 2021-063 HORZ. SCALE: 1"=30' VERT. SCALE: NONE MANY ARE THE PLANS IN A PERSONS HEART, BUT IT IS THE LORD'S PURPOSE THAT PREVAILS. PROVERBS 19:21 ............/.......................................�. \ JOSEPH H & SARAH L CALL oo co / r \ VACANT, R8 ZONING 3 vcn, 1 ° 40' BUFFER co 1 CF MEBAN� i \ 126' PRIVATE T m rn CIA I W CS\ a 69 I DRAINAGE ESM APPROX. LOCATION M « OR ON HC RAMPS. VALVES SHOULD BE INSTALLED 100 YEAR FLOOD 6�g �J - I / 13 ADJACENT TO FITTINGS WHERE POSSIBLE. FIRE AS BUILT NOTE: \ / / �\ ; AS PER AL FLOOD \ \ NHYDRANTS ARE TO BE INSTALLED ON THE ROW LINE THESE ARE CERTIFICATION�AS-BOILS FOR THE PURPOSE / COUNTY GIS /qo�A BUFFER I ,00'SZNOT WITHIN THE UTILITY EASEMENT. OF OBTAINING THE WATER AND SEWER CERTIFICATIONS. \ // / �\ 0' -.--•----- ' V ,6 FINAL AS BUILTS CONTAINING FINALrRiivTr;LEVATIONS AS \ / \� / I - \ O \ I 1 LA 1 l WELL AS FINAL GRADES WILL BE PI�O\�Em PRIOR TO l � I ' ' ' � - �- � l j _ � ❑ I I REQUESTING PLAT RECORDATION. 1� \� / \ / /` / \ � \ 0 J! / / I I /' v° Section One / \ £6'£9Z OPEN/\\ I I ❑ I O \ _ I i SPACE PRIVATE �� 1 Forest Ridge Subdivision _--- / 1A - \ / / � � �' �•. � � ``\ _DRAINAGE MT. � j � � � � i � I II 5O ❑ II II / / / / z Li P. B . 21 P G . 72 \ \ / 4' HIGH BLACK _ - - - _ - - - _ �- ' - 1 ❑ ❑ I i I ❑ I Z I \ JOHN REDNER / _ _ _ _ - _ _ - _ _ - ❑ 1 I 1 I I O RESIDENTIAL , % ; / - _ 7 1 (!Aw 1 k I , 4S ASSOCIATES Z / ; ; VINYL COATED ° 1 ❑ O p J �1 \ / R12 ZONING / / g FENCING - _= _ - _ = - _I _ 1 1 O O O v1 Q I I ` 1 D I I APARTMENTS w 1 ' Z << 3 N :' \ i - __ I 1 ❑ ❑ ❑ I O O O V O i I , -� ❑ R8 ZONING Y \ \ �,/ RUSSELL EDGAR WILSON \, / /` / \Z'a� o _ ;% ; ; ; ; . - _ 1 ❑❑ O O O I I O O I I N 47 I I o RESIDENTIAL / \ R12 ZONING \ j N o,;%/ \ I I ❑ ❑ ° 1 II ci ai O W i 1 'I i��p I W O� \ \ ,- low - � ! I II 'i 'i I I w 9 /�` ;' /� WET DETENTIQf�_I I �, w w 1 1_ - _ j I I i Of \ �,I�- \6 E �v / , - __/ I I 1 1 1- - E 4s W (n ' o� / ^�j ;` - W / FENCING I I �, I , I - - - _ - °D - i I ❑ I 7- ° D, z f- 00 / \ NICOLE N \�'' /\ I ry0 ti ^ _ _ _ - I / \ AND MICHAEL LESTER \ \ 6\9� �`� jl / /'� /�' �/v / LIGHTING PLAN •T0/ LI I _ - ' 1 - _ _ 6' t \ I W Z N \ RESIDENTIAL G ✓ ; Z ry �c /i / ' BE PROVIDED WITH _ - W 44 I I N U n / \ R12 ZONING �� %<' {/ !r / ' / ti0 Cv 0J w RAW/NGS _ l _ - Z - - _ _ - °' 1 I ❑ J Q z TRUDY H- \ 0 / AND GEORGE A COLEMAN \ �� Q�' nn� j ' p /�L �Q _ _ - 1� 43 I rn LU RESIDENTIAL \ M ��` ��a6au\o>° ' 1" j i' / o Q d� - _ - I 1 II\I, I I I ❑ z Q -i \ R12 ZONING �\\A(\ \ �� j / i i' �/ 2Q o°G 46.6 19+00 __� 1 I I Z I I I S w = / J \ �� Ct6 _ayaso3 f1 064� '` �,� ;i O �v pT:18+ _ -- L� - - I I 1 1 I I to I 4 I W (n 1� / `\a� _ - - _ _ - I I 1 I I 1 O 1 I I IN Co Z \ < 0 D o a JEFFERY RAYMOND COOK ��, _, (� 1 / r �9' _ _ - _ - _ 1 , 1 I O O O I I 47 O ROBERT E SYNDER RESIDENTIAL O\ _ CURB AN C-D R12 ONING AV M5NT • --•- �- j i I �' � 1_ , 1 O O O O w I - \ Cll OPEN SPACE TO BE - - i I I, I i tp p N - TO-IN•ELjU E TE CRARY Ili / - \ m`--�. I �� - R U D $E B`LLJi 74 OWNED BY THE HOA / / I -�_ \ I 1 c� w as ❑ ❑ 1 l , / -7 / / - _ / I 1 I tp t9 W , , ❑ ❑ 1 / tRl CL� D I H H ASE 1 \ AND PLATTED AS / ``. a'/\ \ 1 N ❑❑ I ti i ��,sEE D-E1T LI N -08. I , \ \ o I ; , / , �- ; . \ , pp V Qp I 1 , I J �' ,:: oo . I ^� O Q n _ ( PERMANENTLY / i \ �- ,'SrQ I I �� N c� I 11II ❑ ❑ ❑ 1 1 - = - - - \ 4' HIGH BLACK / \ i CD PRESERVED. I/ i �' / \ \ ❑ I _I VINYL COATED ER / , CU B D PAVEM•EN I/ / \ \, - - I _ - \ \ FENCING c�E� \ r • 9 I I CP � / T CLUDE T�A/�POR �' / / i \ - _ _ - - - - - \ \ \ 5 `' / • / � \ - �' / I I ',- _ / RN AROUND TOOPEN / ,� / 8 ' _ _ - - - - \ \\ GROUND �•� 3� - - OAKWOOD \ - �0 D�\ SPACE �/ N C LU D E D ='WITH P M A E 1. / 1 - - 20' PM "" " APPARTMENTS < 3 N r. ,,II \ C1T � _ . / !SEE DETAIL ON;-[�- j' � / / •\ \ DRAINAGE ESMT.\ ' \\\ OREDETAIL LTD \' �7 � A o = _ ® R8 ZONING CJT 0 cn v ` i / / / %, / / \ \ \ Ul tN \ SPACE \ NAD83(2011) I / i / 8y o / / ��, �� \ INTERNAL SIDEWALK Approximate Location of 100 Year Flood CONNE� as per Alamance County GIS '' --•- '~- EX=S�SHaLL \ ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF MEBANE SPECIFICATIONS AND STANDARD DETAILS, LATEST EDITION. UTILITY SYMBOLS ARE OVERSIZED FOR VISIBILITY. VALVES SHALL NOT BE INSTALLED IN THE CURB LINE CURVE TAELE \ CURVE LENGTH RADIUS DELTA TA ENT CHORD DIRECTION CHORD NGTH C 1 137.54 600.00 13'08'01" ,99.07 S89.14'47"E 137. C 2 19T60 600.00 18'29'14" 97.65 S73.26'09"E 192.7 C 3 148.56 150.00 56.44'39" 81.01 S35'49'13"E 142.56 C 4 144.53 361.12 22.55' 2" 73.25 N04'08'42"W 143.57 C 5 174.49 750.00 13.1 '48" 87.64 N22'16'32"W 174.09 C 6 1 179.35 1 150.00 1 68 0'28" 102.15 1 N63'11'40"W 168.86 CHAPEL 1 111-1- GRIT, MULCH, OR EQUIVALENT \\ `\ / w \\ �� IV cn PROPOSED BUTTERFLY \ r GARDEN HI E ) 071-1 •-`�"i-- 'r - - ..--•--•----\`_ - __ ' r i ii i a _ - - _ _ �•`'. '/ -/�/� - �\ o \ \ \ OR P / .� - --- / PRIVATE HU� F WALKINGTRAIL !/��6•'• / / i ' i /i s�'r � • •� �� ? _ I O � � � \� \\\ \ � .•' � ' \\\ / \\ � \�� \\\ PR0 // j�''r oU / / � .� QP�\P . _......... /^SIDE\W LA K ALONG N. FIRST /r �o� ' ''�•` ` ;i ;' ;_/' ice_�'� %` '- \ ` WN` \\ \ '/ STREET FRONTAGE SHALL `._._._._.�- ._._.-•-•-•-•-.7 N to BFIELD LOCATED WITH� 38 DEVELOPER, ENGINEER, & ` O / ' \\ `\ \\ \ \i/ ti CITY STAFF DURING CONS. N : `• •.i 4 HIGH BLACK o �/ -�_i' �aMaS u/ \ \\ i / O 1 ® / 7 L FENCING � �. \ \ � / / i-.-.C. _._._.� �_ / 39 o W \ \ \ / / \ TO AVOID UNNECESSARY }ua m�`' ' CLEARING AND GRUBBING. Ln �_ . m / 0 4Q Q \ W W \ \ \ W / SIDEWALK SHALL BE ADA 66 COMPLIANT. Co / 747 I l / / % lob \\\ 4' HIGH BLACK l / '42 % / I DOG RUN \ / L i \ \ `\ / / A �'�i ' _i' �, ? ` 3 VINYL COATED / l l I SEE L-2 P S8C _ FENCING / l I I�i FOR DETAIL W / / 43 - I� \ \ \ / O ` \\ ��F / , " / GH VISIBILITY CROSSWALK TO OFFSITE PUBLIC W � N % ��' - = - - o I\ _ - my \ \ \ / / / �Evl RE on+i M LTI-USE PATH TO BE INSTALLED BY DEVELOPER = may O� % rn -4: ' \`I F.S � - - -- � \ (� STOP- FH`\ O \ /i / //�j 6 \ ' � 8�/� °, - - - �W P P - - - SIGN _ _ - \ / \ \ \ / , o� o _ A E TIME OF ADJACENT DEVELOPMENT AND ° - 2oj , - _-� ___ 1 - - +\\:o / / \\\\ ' O \/ / / o� �° g p �� W o o MUL USE PATH. CONTRACTOR TO COORDINATE _ ROS WALK TERMINATION POINT WITH ADJACENT -/ /' / ❑ 44 „� \\ \ W / / / / / / o L f.o VEL PMENT. INTERSECTION LIKELY TO BE REVISED A UND-A-BOUT. A SEPARATE ENCROACHMENT ate Location -_•_-- o-- EM TWILL BE REQUIRED AT THAT TIME. as per Alamanceco n yYGIS ear Flood ~� `�. _-----' ' I 146 I - - - I 11 \\\ tz O \\ / \ / / / A°� /G '�' 1 I \ \ U-j \947 --/ TIMOTHY DAVIII"F�4RRAR < < • v�i ' WE o I i I I \ / //'//of _.RESIDENTIAL �^ 1 I i R�2'0'ZOTTiC1G''�., '• cn p°DOPEND m SPACE \ / ' ❑ 148 \ ��•� - - • DETENTION THE DASHED LINE HAS A 60, RADIUS AND BFE 585. `',., \,�WW ' W/ FENCING / ° 149 ' I°I ❑ ❑ _ ;� ' ' �� L MAX. IMPERIOUS ON THE TYPICAL LOT IS 1,500 REPRESENTS THE OUTSIDE OF A SINGLE LANE / � / �"° / / •/� SF BUT WILL VARY DEPENDING ON DRIVEWAYS. --- ----- - i........-- ° -- I I - - - - I i / / `I. �' / //' . �/ FOR OVERALL IMPERVIOUS PERCENTAGES, ALL ROUND -A -BOUT (RAB). THE BOLD DASHED LINE - \ - -- --- \-- --- - - - - - `-` \ / . 150 I O i I� i -I - - - - - - - - - - �i i i' / /jjo/' i / DRIVEWAYS ARE ASSUMED To BE DOUBLE DRIVES REPRESENTS THE POTENTIAL RIGHT-OF-WAY (ROW) ^�-\ -\ THE NUMBER of UNITS VARIES FROM 4 To 7 FOR A RAB AND IS 74' RADIUS WITH 50' RADII _ - z� �9 / SEMENT / CONNECTING TO THE EX. N. FIRST STREET ROW AND CJ�------'---_ � .�`"_ a\\\\ � � � l / pISTAN�XE6')� � � � ° _ _ _ , - - \\ \�co C I I II 5 WIDE CON RED SIGHT �r _ \\ 8 WIDE GREENWAY I, I p 30'e� CHAPEL H LL IT N \ S�'�� 9 �•� . ��R U ALENII- L --- / E- ca ``y �^ 'iv \%� /sorb _ ��, - =�►� c _ SIGHT DISTANCE EASEMENT 30R 9 - --_10'x70' SD J / _\ \ oo - 0 (250' x 17' 10_�o-sue - _ _ _ - COORDINATE POLE POWER rA �9_ - - �-599 ___--_ - - - - REMOVAL OUT OF SIGHT 1 \ __ _ - - - _ 9- % DISTANCE EASEMENT. ZONING CONDITION NOTES: \ - -�c- �_- 11' LA1�EW7`�'-60 10ULDER- - � � - _ - -- _ -��=---rum-6602-a- 1. NO ON STREET PARALLEL PARKING WILL BE AL1q-ff ��60�� _ 11';L r NrW1-Z'PAVED SHOULDER ' 1 50 UNITS �\' \ ENFORCEMENT WILL COME VIA RESTRICTIVE COVENANTS THE�o� 6 \� _ _ _ $ - - - R1cF1r 60 302 60� - = \` \ COORDINATE P WER a� \ CITY OF MEBANE TRC NOTES: REMOVAL OUT 0 SIGHT \ 10 6 , 819 S.F. ASPHALT and C & G \ 1. ALL PRIVATE AREAS ARE TO BE MAINTAINED BY THE HOA, DISTANCE EASEMENT`° 1 37)203 S.E. SIDEWALK WHICH INCLUDES PARKING AREAS. \ \ \ 2. ANNEXATION IS REQUIRED PRIOR TO CONNECTION TO CITY UTILITIES. 163 470 S E U N TS THE PRO. ROW IN N. FIRST STREET TOWNHOMES (THE DEVELOPMENT). THE DEVELOPER WILL DEDICATE THE PROPOSED ROW (CROSS HATCHED) TO 111111111 ACCOMMODATE THE DESIGN/CONSTRUCTION OF THE \�`��\CARO"',,,,, RAB BY OTHERS). IF THE TIMING OF THE RAB •• o .•''FEss/o •. ti DESIGN/CONSTRUCTION COINCIDES WITH THE CONSTRUCTION OF THE DEVELOPMENT AND THE = SEAL = DEVELOPER IS NOT REQUIRED TO INSTALL THE = 19843 NORTHERN LEFT TURN LANE, THEN THE DEVELOPER = WILL CONTRIBUTE AN AMOUNT (PER ENGINEER'S ESTIMATE) EQUAL TO THE DESIGN AND �'HAEL CONSTRUCTION OF THE NORTHERN LEFT TURN LANE ► �`� CJ' 41 TO THE RAB PROJECT. IF THE RAB �r(,J DESIGN/CONSTRUCTION TIMELINE IS NOT IN ACCORD l 8/30/22 WITH THIS PROJECT AND OCCURS AFTER ASEMENT CONSTRUCTION OF THE DEVELOPMENT, THE pREL/M/NARY DEVELOPER WILL INSTALL THE TEMPORARY TURN S/TE & UT/L/T Y LANE AT THE NORTHERN INTERSECTION AND ONLY \ 3. THE UNDEVELOPED PORTION OF THE PROPERTY TO THE \ y SIDEWALK DEDICATE THE ROW FOR THE RAB. ALL SOUTH WEST OF THE STREAM WILL BE OPEN SPACE r r e e IMPROVEMENTS WITHIN THE NCDOT ROW ARE COORDINATE POLE POWER \ DEDICATED TO THE HOA. 61, 5 7 7 S.F. DRIVEWAYS CURB &GUTTER SUBJECT TO CHANGE DURING THE NCDOT'S REVIEW REMOVAL OUT OF SIGHT 4. SITE DEVELOPMENT WILL COMPLY WITH THE RIPARIAN O�d C HWY 11� DISTANCE EASEMENT. BUFFER PROTECTION ORDINANCE. OF THE TRAFFIC IMPACT ANALYSIS, DRIVEWAY 5. TEMPORARY GRAVEL TURNAROUNDS MEETING CITY 5 5 7 2 S . E. SW 119 PERMITS, AND ENCROACHMENT AGREEMENTS \ \ STANDARDS WILL BE PROVIDED AT PHASE LINES. s ASSOCIATED WITH THE DEVELOPMENT. ALL 6. ALL WATERLINES 8" UNLESS OTHERWISE NOTED. 6 09 P u b C R W 4, 6 0 4 S. E. G R E E N WA Y 3 \ ® 7. ALL SANITARY SEWER LINES 8" UNLESS OTHERWISE NOTED. CONSTRUCTION WITHIN THE ROW SHALL BE 0" = 8. NC 119 CROSSWALK LOCATION IS PRELIMINARY, FINAL COORDINATED WITH THE ADJACENT DEVELOPMENTS. �Ln rr w N CROSSWALK NUMBER AND LOCATION(S) SHALL BE DETERMINED BY HE DRIVEWAY AND 3 7 9 2 4 5 S.F. TOTAL (29.84%) P4 ENCROACHMENT REVIEW PROCESS. , V 9. CITY OF MEBANE/NCDOT JOINT REVIEW OF TIA FOR ALL SCALE: 1" = 60' DEVELOPMENTS COMMENTS FORTHCOMING. 10. PRIOR TO THE INSTALLATION OF OF PROPOSED AMENITIES, CONTRACTOR SHALL APPLY FOR ALL APPLICABLE PERMITS 1, 2 7 1, 0 3 5 SF (TOTAL SITE) 0 60 120 150 180 210 240 (FENCES, SHELTERS, PLAY GROUNDS, ETC). 11. SUBDIVISION ENTRANCE SIGNS WILL REQUIRE SEPARATE PERMITTING. rr I lift up my eyes to the mountains, where does my help come from? My help comes from the Lord, the Maker of heaven and earth. PSALM 121: 1-2 r I I I I N o I I I I cn I I I I I ❑❑ I I I I I I I I I I I 23' 20' I I I I I I I I I I I I I I I I I I I I I I I I 110' UTILITY E I I I RIGHT -OF- WA TYPICAL TOWN H OM E LAYOUT SCALE: 1 " = 30' FILE NO. 2021-063 HORZ. SCALE: 1"=60' VERT. SCALE: NONE C,E-02 L ............/.................................... \ JOSEPH H & SARAH L CALL m 00 rn ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL / / / -_ `\ / f �� \ VACANT, R8 ZONING a CITY OF MEBANE SPECIFICATIONS AND STANDARD \ / / /�- y ` y /r < 3 N 1 40' BUFFER - 00 DETAILS, LATEST EDITION. / I - \ AS BUILT NOTE: 11 �'w / '• v = - _ X 0 THESE ARE CERTIFICATION AS -BOILS FOR fHE PURPOSE / / \ / / % ,/ I I rn �` �� ME13AN i \ \ 20' PRIVATESMT - mOF OBTAINING THE WATER AND SEWERCERTIFICATIONS. O / / w w \ / ; y I DRAINAGE _ - I O FINAL AS-BUILTS CONTAINING FINAL RIM ELEVATIONS AS / / / / / I I �\ VD I - �_ N WELL AS FINAL GRADES WILL BE PROVIDED PRIOR TO % I \ N -' •00 96g / / 1 UTILITY SYMBOLS ARE OVERSIZED FOR VISIBILITY. REQUESTING PLAT RECORDATION. ~' / ` 6 �Z •6� ",z t \� VALVES SHALL NOT BE INSTALLED IN THE CURB LINE \ / / / I I APPROX. LOCATION FjC�g OR ON HC RAMPS. VALVES SHOULD BE INSTALLED \ / / /! . \ ,/ 100 YEAR FLOOD -� / Ip�O}� ,�� J 13 S 11 1 53 I z ADJACENT TO FITTINGS WHERE POSSIBLE. FIRE / AS PER ALAMANCE \ \ n AAN _ HYDRANTS ARE TO BE INSTALLED ON THE ROW LINE \ / / 1� 0 I I ---COUNTY GlS /r M may° .y�/ 40' BUFF I / / 00 gZ I I I NOT WITHIN THE UTILITY EASEMENT. J / `' ` -� v / I n� I Z a_ \�� I I \LA / \ o Section One \ / �� £6'£9Z 1� OP- EN -- QQ��\1 �I 1 ' I Jr0 ❑ II O SPACE 20' PRIVATE d GE \ �0 w LU GV 2 / / , �l ,/i 4' HIGH BLACK - - - - - - - _ - - o I 1 ❑ ❑ ❑ I �I I ❑ I I I BRIGHTON JOHN REDNER / I _ • 30.53' GV 2 TO MH 2 SEE ATTACHED VALVE TIE DOWN DRAWINGS / RESIDENTIAL % - '� / ' ,;' / WNYL FENCING - - - -Q Q Q - - - - - - Q -1 - - - j i ❑ ❑ N PI11 j D 4S I ASSOCIATES • 27.26' GV 2 TO CB 1.5 FOR GREATER DETAIL AND MEASUREMENTS. / R12 ZONING / uuufff I APARTMENTS LLI • 3.05' GV 2 TO GV 3 / 3 a' - - 1 ❑ ❑ I I V M 1 I I -� ❑ R8 ZONING Y I I I N N ________ I GV 30.39' GV 3 TO MH 2 GV 5 FH 1 -i / / N jo �l'�/ I II ❑ ❑ ° ❑ ❑ 1 141kII oo I I I • 24.87'GV3TOCB1.5 50.17' GV 5 TO MH 2 51.14'FH 1 TOMH2 jbtO:' / I I I I V V 01 I V I II - - -�/ I ~ • 3.23' GV 3 TO GV 4 37.02' GV 5 TO CB 1.4 34.52' FH 1 TO CB 1.4 �', i�/ ?' WET D E TE N TI Q I I 11 V W O II-11 V - - I I W Uj 2.95' GV 5 TO FH 1 2.95' FH 1 TO GV 5 9 // N /� i Q • w 1 GV 1 • 96.41' GV 1 TO CB 1.13 • 89.23' GV 1 TO CB 1.14 • 112.96' GV 1 TO MH 3 i I GV 1----__, MH 8 / V,/8 / / 7 V 6 / FH 2 4 GV 4 • 27.17' GV 4 TO MH 2 • 24.87' GV 4 TO CB 1.5 • 4.61' GV4TOGV2 �i 91 • rGV 4 MH GV 9 • 4.86' GV 9 TO CB 1.9 • 23.75' GV 9 TO MH 5 • 1.97' GV 9 TO FH 3 FH 3 • 6.63' FH 3 TO CB 1.9 • 25.70' FH 3 TO MH 5 • 1.97' FH 3 TO GV 9 GV 6 GV 8 • 3.29' GV 6 TO CB 2.3A 4.52' GV 8 TO CB 2.3A • 27.85' GV 6 TO MH 8 52.06 GV 8 TO MH 8 • 2.56' GV 6 TO GV 7 4.29' GV 8 TO FH 2 GV 14 • 68.39' GV 14 TO CB 1.12A • 138.56' GV 14 TO CB 1.12 GV 7 FH 2 144.53' GV 14 TO CB 1.11 • 4.61' GV 7 TO CB 2.3A 6.63' FH 2 TO CB 2.3A • 27.27' GV 7 TO MH 8 29.34' FH 2 TO MH 8 • 2.31' GV 7 TO GV 8 3.80 FH 2 TO GV 6 i .BFE 5;72 � 6 1 • : , ai • = � III-:.�' �� ' �� / I r ■ - fir • I I .�,. Qom,. �j1 ■ I • • �. ' � y III._ �,.__ ,��►.... rl �A 1, � � I� ..� ■ . �� r(A ILI :•. B`ww*0 •7 74 / \ i 11 I � � � W � � � � ❑ ❑ ❑ I I I / /j � p- gg� Id '� I I � � S L `SATE M 1 0 ❑ ❑❑ 1 1 j \ -0 � - Q TO FI HYDRp� � T V 11 1 j I " •M.:• \�� I I I No (,7 0 C) :7 PHASE NE\ BLL I 1 _ - L - 4'. �� cbn PROV -- EA`y AN ❑ ❑ 1 j - ' 4' HIGH BLACK / \ ` / / I I w Q THRUS CK�14 _ 1 -1 - VINYL COATED G�v��ER / / / o Q TER THE YDR NT. \ FENCING 5�E \ r' / 9 I -�- \ I - - - - �\ \ \ ' \\ PLAY / / I I m Cn �� ----- \ ' \ GROUND / -- % 20' PRIVATE \ SEE L-2 / I % \ \ DRAINAGE r-M \ \\ OR DETAIL \ / �� SPACE i \ �� \ \, 1b, \ \ � - ' SPACE � I ' \ IX33 / JP� \ \ \ INTERNAL SIDEWALK TOP = O CHAPEL HILL GRIT, \ \ erg® i ® 6933> 000.00 INV OUT = 59'. ^ 5 95 i Q��P� MULCH, OR EQUIVALENT7qw \\ \\ �•�' / t�kRIVE ' PROPOSED //\ W \ �G�•� BUTTERFLY i 0 01 / \\ STSESTMAMBH=R#X14ISTING '- DIA. 9�?D9S / % > 'GARDEN �� W ORP� OOK DRIVE 8 4 +73.0JOP50" , 10 602 OTOP = 5778 91 0025" EX. INV IN 568� �•��iPi' / EX. INV OUT = 8.13 C % ® iE O6 ET \\ W �.,� \ \ \ c�Y1P .� z LrciPRO. INV IN -568 E'r 6$il� SO io\ / O I O ' \ \\\ Q / \ \ \ \ \ \\ �PG� Q�' G ♦,'�/ / i F�rc p 6�/c i SSMH#MH 1 - 4' DIA. O \\ \\ \\ 0 \\\ \\,� \\ \ \ \\ ORP\ Q � i PRIVATE Hot FqS�, % TEMBROOK DRIVE I ' � � \ \ \ � / \ �` s \� \ \\ PRO / } T % STA = 14+73.04 \ \ \ / ' \ / \ \ �� / WALKING TRAM - J \ / \ % 'TOP = 584-649000.00 i 987E 57 . / INV 9N (2) = 571. (SLIDE) 5 � \\ �, `\\\ \ Q\ / / / �� / I-,'GV 11 GV 13 / / �o cb i ^.i:. INV IN (8) = 569 • 46.32' GV 11 TO CB 1.1 1 • 62.17' GV 13 TO CB 1.1 1 / j INV OUT = 56930 • 25.57GV 11 TO CB 1.12 • 32.82' GV 13 TO CB 1.12 1-11 ' ¢� / r _ - _ \\ \\ ' / i ' \ \\ \\ N \\ \ �\ \ ' o ° P� • 3.03' GV 11 TO GV 12 4.84' GV 13 TO GV 13 / a38 / rti ,' \ \ W \ Nd' r ^ 4@ N 4' HIGH BLACK + VINYL COATED GV 10 GV 12 FH 4 / 73 m 4 / FENCING \\ SCALE: 1" = 20' / 9 IF 5 - 4 DIA W • 45.51' GV 10 TO CB 1.11 • 49.22' GV 12 TO CB 1.11 60.58' FH 4 TO CB 1.11 'o \ % A IQ • 27.45' GV 10 TO CB 1.12 • 27.94' GV 12 TO CB 1.12 • 29.32' FH 4 TO CB 1.12 QQ� \\ W = 13 08.24 0 20 40 50 60 70 80 3.00' GV 10 TO GV 11 • 15.69' GV 12 TO FH 4 • 21.23' FH 4 TO GV 10 / / / n /, ; N \\\ W W 10\P 1= - 000. ' i \ \\\ W \\\ \\S� P�� LEGEND / 7 \\000 I l i• \ � �, �� _ O Existing Iron Pipe (EIP) rn / / % \\y k�\.L �' \ \ \\ \ \\ ' a \ '� j�� p 8 • New Iron Pipe (NIP) 4' HIGH BLACK / / \ \ �� Y/------- Property Line 3 / / I \ ' ' - - - - - Calculated PoinRight of Way t CP 42 j , I _ 4 4\ / p� �� ' C ��' P S& - Adjoiner s Property Line VINYL COATED / �� DRI � i FENCING l � \ i 0 \\\ ' _ 4. I % rr��/! TOP = ti 47. 000. \ \ / / i ' / ' \\ \ \\ �� - �� ' ' s\ *® ( ) OD "maw T ROOK R \ / \ i \ �' '� '� • -�� / ®W ter Meter (CB) I / _ i - - - - �' / \ ' ' 1ER Clean Out STA = 12+62.09 \ \ �- _" /• V .. --w / INV IN = 5 i• \ 0 i i - j 6 / w � -4 :' (� 5!1 TOP = 591.930 00 0 j I\ 5 ® ' \ \ �' �' NRE a�1 \ - • ftftft O % a, \� E SFE) _ 5 O \ �/ �� B� - OManhole o r P INV IN (3) _� (SLIDE) 583.3 l� Sir, _ / \ \ .` J I 0 IhFV IN (4) _ Sri 581.74 \ ,� Y '-'-'-'-•- I RP INVI OUT = �81-9? 581.63 \ LF \ i Y O� 0 w P / 71 1' \ }4� 1 2 LF 8" SDR 161 � 1 • Sp ,�•' \ \\ / � / � ""r ►� Water Valve �' \ / / ' ' rs Y Fire Hydrant '' 0Utlity Pole / / '�, / / ❑ � � \\ \\ O / � //� / i� �--�� Overhead Utility Lines ' I - o`w \ f_�r Approximate Location ------- / i ❑ 745 19546'17' as per AlamanceCo ntYYGIS Flood ~ --~'�J / I 946 N 9 ii ' f pa I + I 111 -I 1 \\ / / / / '' ' i•'• �i' Lot 1 TIMOTHY DAVIII' F�4S�AR < < rn I - / ® o I I I \ / / / / + i 0.72 C/O TO WM -•,.RESIDENTIAL I -fD_ `< WET ® 1 I \ / ' / R2'0'ZOTTiFTG 0' f OPEN / I N I / / / ( �' 33.12' C/O TO DI 15 / ` cn aoo io SPACE \ / ❑ ',48 I I I •1 N W 1 \\ / / / / p,e �,i' / 32.61' WM TO DI 15 NW, �� - -• DETENTION / _�,m ��k, \ / ��,.,.� SEWER REQ RED BFE 585.E - �I Vt (r / W \ / / _ _ _ _- _ _ - _______ _ - PHASE ONE • . 749 ° I I / �P�•' Lot 2 Lot 3 I � ♦ i•' 0 79' C/0 TO WM 0 90' C/0 TO WM `• 7- -- _- - - _ _ \ \ / ❑ N ..... - f j I `� - - - - I - i / ,,'�� i �� /�� 52.95' C/O TO DI-15 42.17' C/O TO MH-4 LC ---� ---_ - - \ \ / SSMH#MH 3 - 4' DIA. n i - - - - / �� /� �.� �� 52.40' WM TO DI-15 43.04' WM TO MH-4 �~ Q = ` ` ` \ - TEMBROOK DRIVE '��' i Z iI _TA - 11+41.67 II _ of i ' �,i ��'�/ Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 9 TOP = OOO.tlO ; �,yrr ENT _ '�.� \ \ INV OU - oo i E EA �,�� 1.04' C/O TO WM 0.94' C/O-TOI 1.�20' C/0 TO\ WM, � 1 C/O TO WM 1.09' C/O TO WM 0.91' C/O TO WM - --_- 1 i I I pISTANG 1g� �.�'�- / 28.89' C/0 TO MH-4 27.22' C/0 TO MH-4 29.82' C/0 TO CB-1.17A 47.73' C/0 TO CB-1.17A 67.76' C/0 TO CB-1.17A 65.49' C/0 TO MH-5 C� \\ \ I 5 WIDE CONCRETE SIGHT 287 X� �'�' 29.93' WM TO MH-4 27.37' WM TO MH-4 30.10' WM TO CB1.17A 46.84' WM TO CB-1.17A 66.77' WM TO CB-1.17A 67.14' WM TO MH5 8 WIDE GREENWAY 1 i I I � W i I SIDEWALK � � � / �,;�•,, ,,, �� ` VI-AS�euFFER CHAPEL HILL GRIT, i �•�' - Lot 10 Lot 11 Lot 12 Lot 13 Lot 14 Lot 15 Lot 16 _\\�' X � MULCH OR EQUIVALENT \ 1 �.� 8' _■■� %0 , _ ' fD _ �o rt 0.82' C/O TO WM 0.95' C/O TO WM 0.98' C/O TO WM 0.87' C/O TO WM 0.71' C/O TO WM 0.84' C/O TO WM 0.64' C/O TO WM ` %•4�,o`S �/\��_ �q ��R a� - - - - - _ _ _ 3 I SIG��DE ,•,�� _ �'��'� / :20, °D_ 48.83' C/0 TO MH-5 31.62' C/0 TO CB-1.19 28.34' C/0 TO CB-1.19 26.42' C/0 TO CB-1.19 46.23' C/0 TO CB-1.19 66.95' C/0 TO CB-1.19 52.30' C/0 TO CB-1.86 \ \ _ _ ° 49.32' WM TO MH-5 32.56' WM TO CB-1.19 27.88' WM TO CB-1.19 25.90' WM TO CB-1.19 45.58' WM TO CB-1.19 66.22' WM TO CB-1.19 52.88' WM TO CB-1.8B �\ 2S 1 OS SIGHT DISTANCE - - - - - 0 EASEMENT _ - - - - \ ` (250' X 17' x70�SiJE - \ �� Lot 17 Lot 18 Lot 19 Lot 20 Lot 21 Lot 22 Lot 23 Lot 24 zn ___ ___ 0.94' C/0 TO WM 0.46' C/O TO WM 0.83' C/O TO WM 0.92' C/O TO WM 053' C/O TO WM 0.74' C/O TO WM 0.60' C/O TO WM 0.56' C/O TO WM -------------------- \ 1--------- 31.98' C/O TO CB-1.8B 28.67' C/O TO CB-1.8B 28.93' C/O TO CB-1.8B 48.05' C/O TO CB-1.8B 67.95' C/O TO CB-1.8B 88.54' C/O TO CB-1.8B 77.22' C/O TO MH-6 73.86' C/O TO MH-6 FUL • 32.67' WM TO CB-1.8B 28.66' WM TO CB-1.8B 28.17' WM TO CB-1.8B 47.36' WM TO CB-1.8B 67.44' WM TO CB-1.8B 87.84' WM TO CB-1.8B 77.75' WM TO MH-6 73.50' WM TO MH-6 _ &�/_ --_ _ ______ - ----- Lot 25 of 26 Lot 27 Lot 28 Lot 29 Lot 30 Lot 31 Lot 32 Lot 33 Lot 34 --------------- o 0.84' C/O TO WM L 0.59' C/O TO WM 0.98' C/O TO WM 0.82' C/O TO WM 0.60' C/O TO WM 0.71' C/O TO WM 0.45' C/O TO WM 0.89' C/O TO WM 0.98' C/O TO WM 0.69' C/O TO WM ` \ -� �\ \ UTILITY NOTES - _ __ FUNRE RIGHT TURN \ er on+ERs _ . 28.47' C/O TO MH-6 • 26.46' C/O TO MH-6 • 27.66' C/O TO MH-6 • 34.32' C/O TO CB-1.10 • 70.10' C/O TO CB-1.12 • 70.22' C/O TO MH-7 • 51.32' C/O TO MH-7 • 33.76' C/O TO MH-7 • 25.69' C/O TO MH-7 • 24.44' C/O TO MH-7 1. SYMBOLS ON THE PLAN VIEW ARE OVERSIZED FOR - 28.88' WM TO MH-6 26.45' WM TO MH-6 28.35' WM TO MH-6 35.14' WM TO CB-1.10 69.51' WM TO CB-1.12 70.79' WM TO MH-7 51.76' WM TO MH-7 34.56' WM TO MH-7 25.29' WM TO MH-7 25.31' WM TO MH-7 VISIBILITY. IF THERE IS ANY QUESTIONS REGARDING THE \ EXACT LOCATION OF ANY PROPOSED FEATURE CONTACT Lot 75 Lot 76 Lot 77 Lot 78 Lot 79 Lot 80 Lot 81 Lot 82 Lot 83 Lot 84 • 1 GV 12 i GV 10 \ y CE TO BE I ' THE HOA i TED AS J TLY , D. !/ TEMP.;'-'fURN- 3 N AR.Otj N D. S .,VL TA I L ,01�1 D- 0,�3:-' \ THE ENGINEER PRIOR TO INSTALLATION. \ 2. FIRE HYDRANTS SHALL BE INSTALLED ON THE ROW LINE. 1 0.65' C/O TO WM I • 40.29' C/O TO MH-1 0.86' C/O TO WM • 58.73' C/O TO MH-1 0.74' C/O TO WM • 62.07' C/O TO MH-2 0.92' C/O TO WM • 45.47' C/O TO CB-2.15 0.52' C/O TO WM • 26.22' C/O TO CB-2.15 0.97' C/O TO WM • 32.48' C/O TO CB-2.15 0.81' C/O TO WM • 52.15' C/O TO CB-2.15 0.79' C/O TO WM • 57.22' C/O TO CB-2.15 0.69' C/O TO WM • 48.02' C/O TO CB-2.13 0.66' C/O TO WM • 26.81' C/O TO CB-2.3A 3. VALVES SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL \ 40.23' WM TO MH-1 40.23' WM TO MH-1 62.77' WM TO MH-2 46.32' WM TO CB-2.15 26.72' WM TO CB-2.15 31.64' WM TO CB-2.15 551.50' WM TO CB-2.15 51.50' WM TO CB-2.15 48.39' WM TO CB-2.13 27.34' WM TO CB-2.3A uriL/iY P/ 14/V UTILITY GUIDELINES IMMEDIATELY ADJACENT TO OTHER \ FITTINGS WHERE APPLICABLE DO NOT INSTALL VALVES IN L t 111 L t 112 L t 113 L t 114 L t 115 L t 116 L t 117 L t 118 L t 119 L t 12G 0 \ 0 0 0 0 0 0 0 0 0 \ THE CURB LINE. ° I S r e e �\ 1.39' C/O TO WM • 047' C/O TO WM • 0.92' C/O TO WM • 1.21' C/O TO WM • 0.73' C/O TO WM • 0.99' C/O TO WM • 0.77' C/O TO WM • 0.77' C/O TO WM • 0.53' C/O TO WM • 0.94' C/O TO WM 4. DO NOT INSTALL SERVICES IN DRIVEWAYS. THE DEVELOPER 73.50' C/O TO CB-1.12 60.03' C/O TO CB-1.10 48.10' C/O TO CB-1.10 43.00' C/O TO CB-1.10 32.77' C/O TO CB-2.10 29.80' C/O TO CB-2.10 28.92' C/O TO MH-6 28.61' C/O TO MH-6 61.02' C/O TO MH-6 79.40' C/O TO MH-6 IS \ 73.66' WM TO CB-1.12 60.48' WM TO CB-1.10 48.70' WM TO CB-1.10 43.53' WM TO CB-1.10 33.48' WM TO CB-2.10 29.28' WM TO CB-2.10 28.50' WM TO MH-6 28.50' WM TO MH-6 60.66' WM TO MH-6 78.31' WM TO MH-6 \ METERS OTHAT LFALL O WITHIN CDRIVEWAYS. SERVES AND 5. WHERE MAINS FOR FUTURE PHASES ARE INSTALLED DURING O�d C HWY 119 ` Lot 121 Lot 122 Lot 123 Lot 124 Lot 125 Lot 126 Lot 127 Lot 128 Lot 129 Lot 130 CONSTRUCTION OF A PREVIOUS PHASE, ALL SERVICES j 0.49' C/O TO WM 0.55' C/O TO WM 0.39' C/O TO WM 0.81' C/0 TO WM 0.91' C/O TO WM 0.66' C/O TO WM 0.87' C/O TO WM 0.64' C/O TO WM 0.45' C/O TO WM 0.60' C/O TO WM SHALL ALSO BE INSTALLED. NO FUTURE SERVICES SHALL 60 Pub Q R W 88.50' C/O TO JB-1.8A 67.43' C/O TO JB-1.8A 64.03' C/O TO JB-1.8A 9.64' C/O TO JB-1.8A 15.60' C/O TO JB-1.8A 34.28' C/O TO JB-1.8A 53.07' C/O TO JB-1.8A 57.12' C/O TO CB-1.8 37.48' C/O TO CB-1.8 33.79' C/O TO CB-1.8 BE CUT IT. \ 88.98' WM TO JB-1.8A 67.95' WM TO JB-1.8A 63.66' WM TO JB-1.8A 10.39' WM TO JB-1.8A 15.09' WM TO JB-1.8A 33.65' WM TO JB-1.8A 52.36' WM TO JB-1.8A 1 57.70' WM TO CB-.8 1 37.92' WM TO CB-.8 33.19' WM TO CB-1.8 NAD83(2011) •• .. ° = Lot 131 Lot 132 Lot 133 Lot 134 Lot 135 Lot 136 Lot 137 Lot 138 Lot 139 Lot 140 U m 0.67' C/O TO WM 0.60' C/O TO WM 0.67' C/O TO WM 1.17' C/0 TO WM 0.91' C/O TO WM 0.79' C/O TO WM 0.55' C/0 TO WM 0.80' C/O TO WM 0.99' C/O TO WM 0.68' C/O TO WM ^? 32.07' C/O TO MH-5 48.30' C/O TO MH-5 66.63' C/O TO MH-5 76.61' C/O TO CB-1.17A • 53.91' C/O TO CB-1.8 35.25' C/O TO CB-1.8 31.84' C/O TO CB-1.8 95.90' C/O TO MH-1 89.40' C/O TO CB-1.3 69.69' C/O TO CB-1.3 0) 32.18' WM TO MH-5 47.76' WM TO MH-5 65.98' WM TO MH-5 77.73' WM TO CB-1.17A 54.79' WM TO CB-1.8 36.05' WM TO CB-1.8 31.39' WM TO CB-1.8 95.72' WM TO MH-1 90.30' WM TO CB-1.3 70.36' WM TO CB-1.3 SCALE: 1" = 60' Lot 141 Lot 142 Lot 143 Lot 144 Lot 145 Lot 146 Lot 147 Lot 148 Lot 149 Lot 150 0 60 120 150 180 210 240 0.55' C/O TO WM 0.41' C/O TO WM 0.79' C/O TO WM 0.48' C/O TO WM 0.59' C/O TO WM 0.65' C/O TO WM 0.87' C/O TO WM 0.54' C/O TO WM 0.80' C/O TO WM 0.64' C/O TO WM • 50.78' C/O TO CB-1.3 31.44' C/O TO CB-1.3 26.98' C/O TO CB-1.3 28.58' C/O TO MH-2 41.52' C/O TO MH-2 43.33' C/O TO DI-1.6A 47-68' C/O TO DI-1.6A 39.67' C/O TO MH-3 27.46' C/O TO MH-3 26.97' C/O TO MH-3 • 51 31' WM TO CB-1 3 31 85' WM TO CB-1 3 26 24' WM TO CB-1 3 28 31' WM TO MH-2 41 19' WM TO MH-2 43 48' WM TO DI-1 6A 47 54' WM TO DI-1 6A 40 16' WM TO MH-3 27 82' WM TO MH-3 26 93' WM TO MH-3 . . . . . . . . . . . . . . . GE - lift up my eyes to the mountains, where does my help come from? My help comes from the Lord, the Maker of heaven and earth. PSALM 121: 1-2 ............/......................... ............ ...�. \ ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL \ 00(D O a) CITY OF MEBANE SPECIFICATIONS AND STANDARD / \ / / / / /�- ---� y ` �f' I � < 3 �' \ 40' BUFFER 00 DETAILS, LATEST EDITION. AS BUILT NOTE: 11 \ �'' / ' •'• vt = ` E_ _ X THESE ARE CERTIFICATION AS -BOILS FORIfHE PURPOSE \ ✓% / I I u o \ \ I jE OF OBTAINING THE WATER AND SEWERZ'ERTIFICATIONS. /O/w w \ MEBAN 11 DRAINAGE ESMT - - m FINAL AS-BUILTS CONTAINING FINAL M ELEVATIONS AS I / / I �\ �V/ \ I - 1 I . N WELL AS FINAL GRADES WILL BE P�IDED PRIOR TO \ / \ / / I \ �IJ N �' ,00'g65 / 1 \� _ - - in UTILITY SYMBOLS ARE OVERSIZED FOR VISIBILITY. REQUESTING PLAT RECORDATION.// \ / ~' / ` 6 07. •6� / iz t - _--_------ I VALVES SHALL NOT BE INSTALLED IN THE CURB LINE \ / I I APPROX. LOCATION 6�g M OR ON HC RAMPS. VALVES SHOULD BE INSTALLED / \ / / ,! . \ ,/ 100 YEAR FLOOD -� / 1010}) ,Oc� J I 13 S 11 1 53 I Z ADJACENT TO FITTINGS WHERE POSSIBLE. FIRE 1 AS PER ALAMANCE \ \ E i --- _ -------- _ BUFFER I / / / .00.9Z 1 HYDRANTS ARE TO BE INSTALLED ON THE ROW LINE / \ (' I COUNTY GIS /' M may° .y�/ 40' I I p NOT WITHIN THE UTILITY EASEMENT. �_ \'\ I \ o V --- AS /IA\ I BUILT NOTE: / �\ \ \ I ;' '"'-~ �\ I 1 w l STORM DRAIN TV HA�,4EN REVIEWIT �ONFIRM THAT \ � / I % � � � + � _ ❑ CLASS IV PIeE WAS fNSTALLED IN THi-P OPER LOCATIONS. / \ ` I o o i Section One \ / \\ /' � I I _ - -�z OPEN _� �, ', l ❑ I // SPACE 20•PRIVATE T �� I 1 so I I i/ d Forest Ridge SUbdIVIsiuii �- - \\ /� /\ \ i \ \---__DRAINAGEESM - 1� 1 0' I ❑ I I z / l \ FES INV _ 49 ``' P.B. 21 PG. 72 I 57tee-571.05 _---___---_- _ ; 1 I I Z_ JOHN REDNER i I l � 4' HIGH BLACK _ 3- 1 1 ❑ ❑ ❑ 1 loll `) l ° I I p RESIDENTIAL / % / ; ' ; / 3+36 LF 24" RCP _ _ - 1 ❑ 1 kpI 1 48 ASSOCIOATES Z ' d i / 00.92%W/g' 1/NYL COATED ---� -�� -1 �_ " I ° �: 1 I` 1 D R12 ZONING / g FENCING , 1 ', /�� /!ww v LU \ �,/ RUSSELL EDGAR WILSON \\ / // / 3� 3 , �!, ; , \ COLLARANTI SEEP / - _ - = - _ 1 1 ❑ ❑ 1 vi v1 i I I \ l R8 ZONING z Y o, __ _ ❑❑ ai 11 o c� 1 l N 4, l l o \ RESIDENTIAL / 1 \ R12 ZONING u m• ;' I ❑ 1 I Q \ \ % rnN�io j'' ! 1 ❑ ❑ 1 1� � W ,Q W i 1 1 I o cn O \ �/ as ! 2'X3'BOW W/Tr I W W LLI W �g WLSOP: 576.,21 TI N._I I _Of / . \ I� \6 <v ; , _� I I ( 72 l , 1 1 1 E 4s W cn C1 \ ; \� , \ V - p� / ;; ,, - V'G'. UTL� I7 I - - - - 00 - l I \ (-"1 \ I N 2k' , i� /' 573:03 l l I 11 1 -� 1 _ _ - _ - - - ° l I I Co O in \ / NICOLE N \�'' \ i �O ti �ii ^1 b\ � CA_ 1 II �N / \ AND MICHAEL LESTER \ a®LL LIGHTING P0W TCi - L l 1 _ 1 - - _ - - _ - j p z n \ RESIDENTIAL \ E � ' � / ' ! �' � 4� v � BE PROI/IDED WITH 9Z 44 I I � = U / TRUDY H \ R12 ZONING Z N �/ 1/ / / ; ! ti� �� \ °��- _ P B_ /NG 00 - - - Z _ - - 1 I \l\ \ I l ❑ I l z \ / AND GEORGE A COLEMAN \ `�� a\i j % p / IV -Q S\ \ 00 _ _ - _ - r 1, 3 I J /� /' RESIDENTIAL \ M �� /�a6ayo>0 M I / / ;; 2 (6jE)�� k%I V� 2 _ _ - _ �I\' I I 4 fr1 Z Q - R12 ZONING \ BF i pT 8 1g+00 _ - - - 1 l I j1 I cc I I ° l l N �, , / i' i / / V - 0573,4fr 573. ®G PSS :18+46.6 _ _ - - 0 I - I j 1 dI I ? 42 I � S I w = - 1 Q - - - - _ - - - - - _ L 1 I 1 O 1 ch1 I i ll II N W o00 Z INV IN Z.j�3)=57458 57 ,. R�' 00 _ I 1 1 I � i � 1 JEFFERY RAYMOND COOK ��, 1� �; �� _ \ / j j INV I (2.2A)-574 55 l 0 $�% INV - - _ - _ _ _ I I i 11 1 I i 0 Q I 47 I O D ROBERT E SYNDER i i INV UT=SSG 573.34'` RESIDENTIAL \ ' / / i i ��` �� - - .3 WID I I 73 1 1 1 1 O ai V ❑❑ 1 I_ - CD R12 ZONING \ �'� I ~` J``_ '-�-•-_. �_ ( Ge '`• /v-� '• �I IN=. 0 I (.4 5 P.801 1 1 � � � O O W I I I � � � °- \ w cn OPEN SPACE TO BE �, / �� I A) Dy3.9 1 c� N I ; _ A�Ot1f �E Q - \ m J � I \_- i. j ° �, il' /, 2.4 U 5 3. T 1 1 1 V O ❑ , l 1 / _ N a •`;. ^- IBC P r''' TC= 0 0. pp 2. cii i Ili / D- ' I BLL/Vr=G=7• 74 -7 OWNED BY THE HOA / / / 1`____ \ \ INV IN 1 1 1 ❑ I / % 0 ! 1 / �vG� / 0• i INV OUI 97 1 I W TC= 1 1 ❑ ° I / �� _ I O D / `• CB 2113 - \ n D AND PLATTED AS 1 `� T 000.0 / / s\ \ i DI 2.5 Cp t� 1 = 4.2d ox I I o n \ - ( IN ` 5 26\ TC=589 99 000 1 I I :�',, • o I n� Q _ PERMANENTLY / IN�JAUT= 76p3, o°o�, ®\�.\ I IN= 28)57478 1 --- _- ' L-� ` �� I� N ci � � a6o�io>0� 91 294' HIGH BLACK 1 �� `� \ 1 I I�- 74. 8 1' ! - - - \ ' VINYL COATED Q \ � PRESERVED. �/ /ti ' �. 1 _ _-- ___- \ FENCING d,� % - - - RCP- -\� \ � / OUT= i7�-6r° \ 00 FILAY IT / ;/( U .- 000.0575 \� - - 18" RCP - - }11110 LF ®� \^�\ \ ' \\ GROUND / �� I -I I O7 \ �0 LC SPACE 6� DI 2.8 n 20' PRIVATE p _OPEN AOAKWOODPPARTMENTS \ l g - 3 N // / ROM j '"fURN- J v® 1 /i / F� INV IN=5778-080 578.SQ \\® (� ` • • � " AR.O•UND. S�� / � \ \�� RAINAGE ESI v� \ ' \\\ OREDETAIL � � SPACE � 8 / INV OUT= 578.62 LTD \'� � � _ � _ �� ;fYETAI L., / � 3 � 6/ \ \ � �' \ � \ • �%' �? R8 ZONING (jl 0 ` ' c v ` D-0 - / /I/ / // / \Oxt \ CB Z. SPACE \ / �.j •' �� /- 0�\ < ` ` `' I V OUT= Tl 000.05 2? �/ // �� \ \\ Ss \ �'' 002, ® '.�4 INTERNAL SIDEWALK �\ �1. 0� JOSEPH H & SARAH L CALL VACANT R8 ZONING i N 3 x�` ' \ \ 3s32 RCp / O� CHAPEL HILL GRIT, 59$ 68 00 \ 59 Oo / \ `.\ ♦♦� �8p I V QU1 \ a1 I V U C� 14 ®' / ^ / O P / MULCH, OR EQUIVALENT INV UT=5844� 4.4� / B 00 �/ / W \\\ \ / ♦O� ' s ¢ ��ryQ� 5A�' \ \ FZG 80 �' / W \ ` ♦� Q w m / `►-589.59 000.00 Oak -J \ \ 5s2.7 W \\ PROPOSED INV OUT=585.80- 588.22 _ 1 \ 0.0� BUTTERFLY i ® g 1. 1 N �� ♦�' \ 9 8\a I^ I TCV= \\' N 0 /591O• / S TCB -0 0.509 9 WGARDEN .800g593.52 CV1.12 =£69 000.50707.IN= 9489 IN=51$ 861 OR P\��\%F Ft;�R Cj�Q �♦P' ♦♦ �[��. / INV l 0 5 3 S�OR\h 3%�� ♦♦ / �. �� )NV OUT=57:7.68 577.49 \ /� i m /j/ / �6 �O Id- I ' � `\\ \\\ \ �•� o �� , � ° '\\\ �\T _.12A o. PI�PG�/ �� •��'/ ' / / � I 'Ilk\\ \\ \ \ / ®O 7 ' �0 1 s \ \ 1 \ \\ OUT P 94.30 Gj i 1 8 8� 5 po 59fr.-6-� 000.00 \\ o I =38 I IN=589.19 (1.18 $ \ / C- 000.00 \ \ / ♦ a6 T-59593 07 `. \ C� ♦♦ ♦ SpE \ N � \ N i r :' O \ \ sd 5 ,OZ '/' < to `\/ / O \ \ O n i L 56 \\ \\ \\ \ \ 'r 4' HIGH BLACK C. ^ + VINYL COATED m \ \ i / FENCING � � O '� \o rt to m > > �� / /h / •;� •i.•!•', �� B W \\ \\ \ �• 86 l� \ \\ �i'/ �i' ' . 00 3 / l '4Q •.�' QQ \\ �N 1. 5 50 0 i' \1 / / w 01 I 8 \ 26 cn v co i / 7 / \\ NoW 0 T= 87!82 lo/• c 1 W >/ y \ \\\ \\\ \ ♦�� /�� 0 8- Y .n = ,/ �/ �O w 4' HIGH BLACK '42 I DOG RUN Tc 0 / �. i'' \\ \ \ ♦♦' �' // P & / a /'/ /�� ' < U) VINYL COATED CB / / `I SEE L-2 INV N- 1. N) 5 17.67 ,n \ \\ O ♦ �' i' i 3 000.0 k� 11 INV = 586.99 � �' LF FENCING l / 1 13 = 2I,c.�i FOR DETAIL O ) i�• INV T� �586.58 •;�i �- .+ � _ 4 IN a. =`moo B 1 \ W 7i-i I m> w / 3 1 I/TC= 59�4000.0 !+ cn .. o) / _ _ 0 5 3 \ \ i 2 \ \ C= 0.00 0 ♦ i i w f h " _ %I INV I 1.5)-�Q-�-o•Q' 5 �\ �F ® •' / \ V OU 590.25 i' i' �CiE� v v ! e i0�y/ �599 LF ® a _ 38J�10 0�� - - OI - I °'- o � / ti e. 2 36" RCP f`�M/G/QUT=58370 583 71 - o / ' O \ B,✓ rn w 0 _ ®.!� l� r _ LF / i _._._✓ L 6 2 I� 'z--- - A-560.42 +\\ J RC \ / \ \\ ' \ / ♦�I �i �i �� \ 35 L ' lip, O / / ♦♦♦ �� i \ APProximate - -------- ES 1.1/ �C .T j \\ / ♦♦ ♦ ��/�/ ///' �' ' J as Per Alarnalnce Year Flood ~` FES INV r INV=5898 581�89 ❑ �i - INV 5 I 9.32 / ♦ ' / /� /� I on of 100 '`�3e5� 581.2 / ro 92 1 I TC= 0 0 \ ♦♦ / / / Count --- I cv n I `• I 56 LF 36" RCP _ ® 0.81% W/ 6' / ' I I c= 0 0. o < -ES & ANTI SEEP 'JLj% I =RC I 11 V N 5 6. 9 TIMOTHY 11kMD-FAR�AR < < I f COLLAR ` 74 1 ® 1-46i1 V U _ •_.RESIDENTIAL WET �! M JI DI 1. I R2'0'ZOTTICSG '�., / •'• of f OPEN / ❑ 14$ �I I V 000.5861 4 tn�� - M SPACE _.._. DETENTION � I 1 i b 1 i BFE 585.�' v��W , 01�1 ;.- 4'X4' BOW W/ F E i i ' TRASH RACK N C I N G/13 i _ _ ` _ _ _ _ _ TOP: sl 585.76 -- - / -•--•--•--•-- _ ------ / ❑ 136 Fte 36 R 31 - _ �\6 / .-._ - - ♦� INV. IN (2"):-^�-^_� 582.96 7J�'"O 1 LF i _ - - / /! \ --- -- --- ----- --------•- \ INV. OUT (36")wr.^o� 5 S ii - - - / IS O, '-- \ 81 �2 / - - \ _ LF _ /•// ' / ' / - --- 3% - - - 36" RCP DI 1.16 ♦'♦ �' j' i '�/ ' CB 1.13 I ' DI 1.15 118 LF @ �0.62%TC=59 . -C' 0 Z -- �,� �� TC= TC=5958 000.00 IN`V ---------------- �� t7 - =5$6H °' INV IN=cow 58 7 �P C9 6 �' C3 - I �� 8 114 INV OUT= 7 ��T DIS 11 X% --- -- ,` 8 WIDE GREENWAY 1, N 8s33 SI �� 3o'euRPIZ, CHAPEL HILL GRIT, I N 1 T�as�s.o� MULCH, OR EQUIVALENIl �� DRAINAGE NOTES - I ��/��'' ''// 0 1. ENSURE THE RING AND COVER FOR JB 1.5A AND JB 1.10B W •ER - - - - - _ _ 30%� SIG Wks - , - / ,D o IS INSTALLED BEHIND THE CURB. THE ECCENTRIC CONE SIGHT DISTANCE EASEMENT SHALL BE ROTATED AWAY FROM THE CENTERLINE HAMMOND \ 1 .� - / X17'_ 10=�p�S� ��I ---___ �DRIVE. FU -------- -- ------ FU7URE RIGHT TURN - �- BY 01HERS i 1 \ I N First Street O d NC HWY 119 l Approximate Location of 100 Year Flood as per Alamance County GIS //'-.,- - ,%��'vO'P�1f)1.1=L�TIS.3•Kl T , \ \ // r_•_„"�--\ r-_.__- -_ / 1�-�-ire /\ �S`S ,8T-I A L.L PRIVATE HOA�Fgs / y WALKING TRAILDI x� Lna) J N P O) SCALE: 1" = 60' V 0 60 120 150 180 210 240 60' PuNic R/W �.a'EssR. Q� SEAL l = 19843 '�.� ..�' FNG I NEED.•' �� : 8/30/22 DRAINAGE PLAN REVISIONS 5/8/24 AS BUILTS 5/13/24 AS BUILTS REV. FILE NO. 2021-063 HORZ. SCALE: 1"=60' VERT. SCALE: NONE / lift up my eyes to the mountains, where does my help come from? My help comes from the Lord, the Maker of heaven and earth. PSALM 121: 1-2 C,E-04 615 605 595 590 1—BLOCKING 1-8"x8"x8" TS&V (FULL BODY DIP) PROFILE LEGEND 100' OFFSET LEFT 30' OFFSET LEFT — — — — — — — EXISTING C/L 30' OFFSET RIGHT 100' OFFSET RIGHT 1-8"x8"x8" TEE 1—BLOCKING 3-8" MJGV SCALE: 1" = 50' 50 100 1./ ART& , •� ��, Y olc +o ^ Cn F- I I I W z U- z .. :2 `OIL I CO olo �10 1 SJ c� " 2 >I- I >I-j I o Iw R-R 00 ; , m --�-- 77 < < J 8,. < > wATERLIN �< > W X f2ZF m }�UH� 0 BOT. F WATER - 591.23 "0' m3�o w 0 RESTRAINED J INT LENGTHS I �I I - a jOJ-uc PER W-26 ON D-05 II 20011 o a0F0�W Iaxv) 45' DOWN BEN 145' = 24' I W a3� UP BEND 13' Ef Q xI��oF� XwOnOH 0 U Q Z U ,�W�QWU of d a-a00N0z) Z Z J 0zz-'z. Q 3ruuoua- O O O I� 0 6) O0 O O0 0 O 0 (0 0 � � (0 (0 C0 615 605 595 590 9+00 9+50 10+ 12+00 12+50 13+00 ARENDALE DR. 2.0 E 595 590 585 580 575 570 565 560 rT 01 oN i \ / I c' � � SS ��N I I 76 J � Cn 0 I 75 r, c I I 1 HI BR)<�-03C60i� �� 1 Os s. I 1 0 I P1111H6i5.3----- i %r 30' PUBLIC I +01 �. I SEWER EASryI T P vV 4. SCALE: 1 " = 50' 0 50 100 11 PROFILE LEGEND 100' OFFSET LEFT 30' OFFSET LEFT — — — — — — — EXISTING C/L 30' OFFSET RIGHT 100' OFFSET RIGHT LINE „A„ LINE A SEWER ISTA —t0+00 T ,PRO. INV IN: E EX INV_ aUT:5 I EXISTING SSMH TEMBROOK DRIVE 0 0.00 568.41 INV IN: (2)SLIDE 571.68 MH 1 SHALL BE CORE ,INSTALLED WITH (RUBBER BOOT. fn I / / / / SS ®�0.52% 0 I I I I i 111 LF 8" DIP I I I I I I I I O O M (0 O 00 C14 O O O 9+00 9+50 10+00 10+50 11+00 11+50 �LINE A SEWER AS BUILT NOTE: THESE ARE CERTIFICATION AS-BUILS FOR THE PURPOSE OF OBTAINING THE WATER AND SEWER CERTIFICATIONS. FINAL AS-BUILTS CONTAINING FINAL RIM ELEVATIONS AS WELL AS FINAL GRADES WILL BE PROVIDED PRIOR TO REQUESTING PLAT RECORDATION. 595 590 585 580 575 570 565 560 12+00 12+50 ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF MEBANE SPECIFICATIONS AND STANDARD DETAILS, LATEST EDITION. UTILITY SYMBOLS ARE OVERSIZED FOR VISIBILITY. VALVES SHALL NOT BE INSTALLED IN THE CURB LINE OR ON HC RAMPS. VALVES SHOULD BE INSTALLED ADJACENT TO FITTINGS WHERE POSSIBLE. FIRE HYDRANTS ARE TO BE INSTALLED ON THE ROW LINE NOT WITHIN THE UTILITY EASEMENT. BEFORE YOU DIG, CALL NORTH CAROLINA mNE CALL CENTER www.ncocc.org 00(0 O a) XI O O m `n O^ . N 0_ LO (V 0 1 0 U C' Z_ W W Z_ 0 Z W z (n Y 0 O W�� W w W� z Z00 OLQ • Z N = U z Z U)W J W¢' Cn W = Z 000 BL/V=C-187 —0111111111 INK: CA S pN' SEAL 19843 FNGINE��.'�cl �'CNAE.. 5N�•�`• • 83022 ARENOALE L/NE A PLAN and PROFILE REVISIONS 5/8/24 AS BUILTS 15/13/24 AS BUILTS REV. FILE NO. 2021-063 HORZ. SCALE: 1"=50' VERT. SCALE: 1 "=5' l lift up my eyes to the mountains, where does my help come from? My help comes from the Lord, the Maker of heaven and earth. PSALM 121: 1-2 mff#W,�� L J 0 / C - - M ❑❑ ❑ ❑ ❑ ❑ ❑ I I ❑❑ ❑ ❑ ❑ ❑ ❑ I ❑❑ ❑ ❑ ❑ ❑ ❑ 1 - Z W/ BEN �� FENCING V V V V V as as as as as as o 0 0 1 0)1 I� �� 3i' BB /L/GH \ N BE `i0� I, • PRO t//DED �.yj� Q� CONS p I I I I I I I I I I I + /I + � � o I 4 CRAW/NGS------L I - - - - - -I I I I I I - - I I - I I I - - I O ------ ---- - -- -- CB2.2A - 1 - - - ---- - - - IC+9 CB3.3 PT:18+46.6 - 19+00 20+00 21+00Inv CB3.5 L 22+00 23+00 ( CCgg3.7 24+00 E I PHASE CAVE 00 8 MH 9 CB3.4 MH 10. CB3.6 CB3.8 MH 11 ! 46 I _. co + CB2.3B . - - - I - I PhASF` - - - - I - I - I - - - i I I I - - - - I i y �'�� I I / ❑ Q ' i I I i i I I i i I I I\ i I1J� 11 I 44 i r� �� ` �N� TEMP. TURN- \ iT T I I AROUND. SEE I I Ti I I T TT D13.SA 1 W I Z'1 O O O i �\ / .. V s/ _ I I ITT \_ DETAIL ON \ - D- 08. `\ I I I i i �l i I I I i �l �l �l �1 I x I I �1 �1 �1 i tI i /---- / ------- - -- _ I ❑ ❑ ❑ ❑❑ I I ❑ ❑ ❑ ❑ ❑ ❑❑ I J ❑ ❑ ❑ ❑ ❑❑ L ijo Ii I ❑ ❑ MH 12 - ❑ ❑❑ I _❑ _❑ - 0 1 1 1 n-._% 1-8"x8%6" TEE _L 1 B OCKING� 1-8%8%6" TEE 1-BLOCKING TEE 1-BLOCKING 2-8" MJGV q\\\\� _ MH 2 �o - OO+-pI2\ _1 _ -•' 1-6" MJGV 1-FIRE HYDRANT NAD83(z0»� 1-6" MJGV 1-8" TO 6" REDUCER 1-FIRE HYDRANT 1-6" MJGV \� 0 D11.6A - - - - 00+g� .�Od -50' \ RIPgRI \ \ \� MH CB1.14 H. _ 3 / •_ - / $ -1 .,.'',., �,';`. �`; .•; �' _ _ � � � � � qN BUFF \ \ \ \ � �•�'` -�v� r:' ' 7 ' 12 �j I r 9� a' •: ' SCALE: 1" = 50' ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF MEBANE SPECIFICATIONS AND STANDARD 1 D11.6I \��1.5 /'ARKS I z � (9X20) ��j _ � -•, , CB2.15 P�� S�`� � _ \.,� CB2.138 •� •'� ••�•'•• '••�` '.;�••; . PR\`�0� � 0 50 100 125 150 DETAILS, LATEST EDITION. - ` U fn �'O / MH 8 ''~ R/ UTILITY SYMBOLS ARE OVERSIZED FOR VISIBILITY. \ \\ \ \� \ ` \ \ �� \ (� \ / / / \ \ \ . Q \ \ \ O r � l \ C / l v_ NZ / / / l I I _ \ CB2.2 / I I / / I , l I _ `•� ` VALVES SHALL NOT BE INSTALLED IN THE CURB LINE OR ON HC RAMPS. VALVES SHOULD BE INSTALLED ADJACENT TO FITTINGS WHERE POSSIBLE. FIRE \ \\ \\ \-ov \ \ \ (w� 1-8%8%6" TEE I v I I CB2.3A ' I l� f. HYDRANTS ARE TO BE INSTALLED ON THE ROW LINE NOT WITHIN THE UTILITY EASEMENT. \ \ \ A _ \ 1-BLOCKING TEE 1-BLOCKING 1-FIRE HYDRANT O 0 \ • m \\ \ \• 3-8" MJGV _ I O I I �V / /� CB2.3 �{ 0 W ®� BEFORE YOU DIG, I HA,(T CNE ; , D12.4 CALL �� / ,, 1-BLOCKING _ O / O / / N-8"x8%6" TEE AS BUILT NOTE: THESE ARE CERTIFICATION AS-BUILS FOR THE PURPOSE 0 1-8%8%8" TS&V (FULL BODY DIP) / 1-BLOCKING PF-MSE / 1-6" MJGV OF OBTAINING THE WATER AND SEWER CERTIFICATIONS. 0 PROFILE LEGEND 2-8" MJGV FINAL AS-BUILTS CONTAINING FINAL RIM ELEVATIONS AS 100' OFFSET LEFT 1-FIRE HYDRANT WELL AS FINAL GRADES WILL BE PROVIDED PRIOR TO REQUESTING PLAT RECORDATION. HIGH PT STA: 10+41.67 LOW PT STA: 12+03.91 30' OFFSET LEFT HIGH PT STA: 13+22.83 LOW PT STA: 14+90.00 LOW PT STA: 17+68.42 HIGH PT STA: 23+00.00 HIGH PT ELEV: 599.72 LOW PT ELEV: 593.90 -------EXISTING C/L HIGH PT ELEV: 589.87 LOW PT ELEV: 584.22 LOW PT ELEV: 579.14 HIGH PT ELEV: 594.77 NORTH CAROLINA PVI STA: 10+81.67 PVI STA: 11+63.91 R 30' OFFSET RIGHT PVI STA: 13+62.83 PVI STA: 14+50.00 PVI STA: 18+00.00 PVI STA: 22+00.00 NNE CALL CENTER PVI ELEV: 598.92 PVI ELEV: 595.25 100' OFFSET RIGHT PVI ELEV: 588.52 PVI ELEV: 585.05 PVI ELEV: 577.77 PVI ELEV: 593.77 K: 32.57 K: 74.81 K: 135.85 K: 42.21 K: 32.89 K: 66.67 www.ncocc.org LVC: 80.00 LVC: 80.00 LVC: 80.00 LVC: 80.00 LVC: 200.00 LVC: 200.00 615 rjN r �•.a) a) jo r�jr ro ro j o � IQLQ ojN �n TEM ROOK DRIVE TEMBROOK DRIVE O r O r o 0 r r- 615 N53 r< r rn O �j 1� rn N1qj N.00 N(O 01000 I O(O 1^ ao OILSTA-34 rn oo r TOP: 1- 000.00 TOP: 000.00 O - 0 O O 6) 00 O O � 0) o I lr N M. 1� INV N: .`_ � 571. 4 INV IN: (SLIDE) 571.77 I� jw J �j w jw jw w j w ME Iw W MH J w w >Iw o . I I o w o �w >Iw o . > w 0_ I > W 10_ >Iw 0_ • w 4' DIA. 4' DIA. > Ld 0 > 0_ w > 0_ w 610 610 II TEMBROOK DRIVE TEMBROOK RIVE j j STA: 11+41.67 + 000.do jINSTALL I MF_9_Aa__ O II IN OUT: 1-TOP. 9�0.54 INV IN: 3,tLIDE 58 .32 I ONE SEWERo + O j 11 MH 3 INV IN: (4) .581.74 1 0 1 I SS MH 1 MH RJR 8 n 605 > I j j I 4' DIA. I I 1 I I Sri 410 nr 600 �- �\ // j \i \� I Q ri n 595 595 w --- 4yuj6 Q �?F m m \ <\ V R II R I 1 1 I �R a / - /7 R� 6<� �\ 18 - 8" LASS u 3} m 6_�0 92.24 \ \\\ D I I ------- -----\ //' 18„ CL. 11 c� II 590 P OF STORM Sev 1 R R I I / / \ \ / II CL. -----____ ---- 1 o x n~a3W STORM INVERT I---- - ------------ xwooz� 86.34 ROT nF WATER \�, \\C<p / \\ ' _--'' -------- ----------- �waaw0 589.75 36 C % % PFZ Qo0Nom ❑ - ---- ------- -� \\� 50 0 24 -�'- w� �'qTF �� 3:00 00- - - - _ _--�--� - z Li 585 STOR INVERT 585 IOINT- IS PER W-26 N D-05 \� RESTR ED JONT LENG i --�' °° 00 u SEWER NVERT 45' DOWN B ND = 24' ,, v D 8q 45 580 " 2 45' 580 Q I I 45' UP BEND 13' � /R� _--''- J m Y BEND U - - flCL. I'I rri a Y (n WATER --- __ I I I I ,^ w i/ STORM co En w w E^ J m w 81. rn _--I I w-- U Q ---- I r_ $' C }I I w z _ O _ xon ? 0 3 a 583.06 o ---_-__ I -- �- @E _ I I _,- %' " _ 00 575 (n J 0_ LI _ 8" _ -_ - �� x x ao w ao U- x X 2 �a STORM I T o ` = w p PHASE NE BLOWOFF. __ .,� - \,q �'G P 00 4 RCP c� �', 0 000 ui W O �D °0 9, o_ o AFTER T E HYDRANT. L• INCLUDE SERVICES o Uzi 74 570 F g" D 45' BEND 0.67' L. SEWER UNDER STORM } j J m W o ~ BRO K DRIVE 3 a Z w ui z Z I IN: 2,SLIDE 571.68 w o_ s 565 I IN: (8)569.21 00 W Z 565 1 00 u- DIA. 560 56( N I.n co O I.n I.n I.n I.n O I n O O I.n 00 6) O O r M M r M O o0 O n 6) n 0) Ln 6) 6) r 00 M M r7 0) N 0) 00 00 N r r r r O a0 r r r O r r 00 N O O N 00 r O r a0 r r r N r N r O 6) O) N O 00 r n 6) O O 00 r �n M CO a0 Lf) in Ln O 6) 00 n 00 N CO 00 00 O r Lc) LO 0) O 0) O 6) O 00 00 00 r r F C0 6) M r 00 a0 00 n 0) 0) CO O M 0)� o N M O O O O 0) O O O O) n� �� LOL �L0 LO� �� LO� nn LO0 LnLn o LnLn �L �� 00 �� n� L00 n� �� O� O0 �0 O0 �0 �0 9+75 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 25+00 25+25 TEMBROOK DRIVE l lift tin my eves to the mountains. where does my heln cnme from? AAv heln comes from fhe lord the AAnker of henvan and enrth P.SAI AA 191• 1-9 z Lu w z 0 D_ 0 U z W W z 0 z w cn Y U 0 W w Z O O LO 00 Z N = U �z �w (n J_ W > coo z SEAL 19843 4f 'CNAEL 8/30/22 TEMBROOK OR_ PLAN and PROFILE REVISIONS 5/8/24 AS BUILTS 5/13/24 AS BUILTS REV. FILE NO. 2021-063 HORZ. SCALE: T 1'=50' 1 VERT. SCALE: 1 1 "=5' 1 615 . • 605 ••• 595 590 585 580 1-8"x8"x8" TEE 1-BLOCKING 3-8" MJGV SCALE: 1" = 50' 50 100 125 150 HIGH PT STA: 10+75.08 HIGH PT ELEV: 592.92 PVI STA: 10+44.08 PVI ELEV: 592.61 K: 30.01 LVC: 62.00 PROFILE LEGEND 100' OFFSET LEFT 30' OFFSET LEFT - - - - - - - EXISTING C/L • 30' OFFSET RIGHT 100' OFFSET RIGHT - ---L 1-8"x8"x6" TEE 1-BLOCKING 1-6" MJGV 1-FIRE HYDRANT LOW PT STA: 15+50.00 LOW PT ELEV: 597.67 PVI STA: 16+50.00 PVI ELEV: 598.67 K: 133.33 LVC: 200.00 1-8"x8"x8" TEE L� 1-BLOCKING 3-8" MJGV 1-8"x8"x6" TEE 1-BLOCKING 1-6" MJGV 1-FIRE HYDRANT PHAac. HIGH PT STA: 18+91.25 HIGH PT ELEV: 603.40 PVI STA: 19+12.08 PVI ELEV: 605.22 K: 41.67 LVC: 250.00 a \ TERMINATE LINE FOR FUTURE CONNECTION PER \ \ CITY OF MEBANE SPECS 1-6" GATE VALVE 1-FULL JOINT PIPE 1-2" BLOWOFF 1-6" PLUG CB3.13 3-6" MECHANICAL JOINT /?0' RESTRAINT CONCRETE 1 14 ' \9j� Q,� DEADMAN THRUST BLOCKING 1-6%6%6" TEE 1-BLOCKING 1-6" MJGV 1-FIRE HYDRANT 1-8"x8%8" TEE 1-BLOCKING 3-8" MJGV CURB AND PAVEMENT TO INCLUDE TEMPORARY TURN AROUND TO BE o INCLUDED WITH PHASE 1. SEE DETAIL ON D-08. NE' PHASE TM )1k AS BUILT NOTE: THESE ARE CERTIFICATION AS-BUILS FOR THE PURPOSE OF OBTAINING THE WATER AND SEWER CERTIFICATIONS. FINAL AS-BUILTS CONTAINING FINAL RIM ELEVATIONS AS WELL AS FINAL GRADES WILL BE PROVIDED PRIOR TO REQUESTING PLAT RECORDATION. :111111 �i��■ MIA'' .: • • _ • _ : " l�[�■ ■ • • • �� 1 BIMINI■ �� i'■ IIIiiIIIIIIIII011 ■EL7 1 BIMINI■ . • • .. �� DWI■■ - �■ ■tom �■ 1 BIMINI■ ME rld 111101 ANNE. M111111110 11111111101111 11111111111140.11111111...1. 11111101 11111111 Iln►�! • - • 011111111 iNG11111 ■ �I111111M ■W PROVIDE DE1010AFT10 =` ►11111 = ' -- ' �I�!■li'i�ii'i�lli� ��R.�i� >,m�a� _ WATER LINE W/ MEN= F JOINT PIPE LEIS' 35 71 % LMPAAI I \IED JOINT LENGTHS BEND^ PER W-H ON D-05 ■fie®1�� ■� ®�■ vG1 �- 1�■ �■�■ ■1� . . . . . .. .. . . . . U.- . • 605 .•6 595 590 IN;85 575 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 23+50 24+00 24+50 HAMMOND DRIVE 00(o orn �;_0 xI O °' m "' o^ CIA. rLO N w Z O 0 U L7 z w w z 0 z w Z Cn U O Ww w W� z00 O L0 • 00 � Z N = U (n < Z Z �w J WL' (n w= oQ ao z BLN=C-187 SEAL 19843 8/30/22 HAMMOMO OR. PLAN and PROFILE REVISIONS 5/8/24 AS BUILTS 5/13/24 AS BUILTS REV. FILE NO. 2021-063 HORZ. SCALE: 1"=50' VERT. SCALE: 1 "=5' l lift up my eyes to the mountains, where does my help come from? My help comes from the Lord, the Maker of heaven and earth. PSALM 121: 1-2 I L J