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HomeMy WebLinkAboutSW8090104_Approved Plans_20090403� I 4•-•`. o ..- > S A c a V (/�, j{ N. +jam � �! � `��::'.c.. �•.�.�,�" :;: �. - A Jacksbnvil ;L.. Batt Fanc I ''rr�6 S. P+ARIN� BLViY'`� ,.a.• • pb:: `-�Cr�;-A --�,• t. - ,.J�i . Jr L f u Y .t C.I:M.a Y MAP v� .....ah MAR j, 9 2,00 BY eet Index CVR Cover Sheet ALTA/ACSM Land title Survey Overall Site Plan - 2 Existing Conditions 3 Site I Utility Plan Grading & Storm. Plan 5 Drainage Areas Plan. 6 Erosion Control Plan 7 General Site & Erosion Notes Stor waterma.nagement Plan (pond #1) 9A Sanitary Sewer (Plan & Profile) Sanitary Sewer (Plan & Profile) 9C Sanitary Sewer (Plan & Profile) 9D Sanitary Sewer (Plan & Profile) 10 Roadway .m roe enis(Ca ollina. Forest Blvd.) 1 Standard Details #1 D2 Standard Details #2 3 Standard Details #3 4 Standard Details #4 5 Standard Details #5 EC-D Erosion Control Details L_1 Landscape Plan (y Others) L-2 Landscape Plan (By Others) £ a. 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BRG Jax Carolina Fares, LLC 5826 5AMET DRIVE, SUITE 105 NIGH POINT, NC 2-7265 CONTACT: LYNOA HILL PHONE: (336) Sbg-1513 FAX (336) 88ci-1501 EN6 i NEE Y CPT EN6INEERN6 $ SUIRVEYIN6, INC. 4400 TYNIN6 STREET H 16H POINT, NC 2-7265 GONTAGT: DANNY THOMP50N ext. 515 PHONE: (356) 812-8800 FAX: (33(o) 812-5-150 RIDGEREF. # 71-04A--ETC REEVI510N5 CITY C•Ot M S 1012?J08 TM OW 09MM 4T5 III20108 JJ CITY C4PI-IMBttF5 12AOIOD JJ READVEi3 CURB GUf 12-Iq-05 GITY COMMENTS 12/30/08 JJ CITY COMMENM in210a ROT APPROVED BY TR,G KTH OMITION5 CHANGED BUILDING NUMBER5 104 11 1-30-0q PDT ADDED SHEET 10 1-10-09 RDT REV POW C.OWENTS 4-6-Oq PVT KILTIPLE GHA E5 RP.PRINTED 5> T 6 z o z z r -• (S) IL QU z�z €11 Cj CV LLJ a �- _ �. 7 L.1 OL DRAWN BY: RDT SHEET (fo\IR TITLE COMMITMENT EXCEPTIONS (188008585) 1. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the dote the proposed Insured acquires for value of record the estate or mortgage thereon covered by this Commitment. (NON-PLOTTABLE) 2. Taxes for the year 2008 , a lien as of January 1, 2008, due and payable September 1, 2008, and past due after December 31, 2008. (NON-PLOTTABLE) 3. Easements, setback lines and any other matters shown on plat recorded in Plat Book 51, Page 130; Plat Book 51, Page 124; Plat Book 47, Page 175; Plat Book 26, Page 79, Onslow County Registry. (SHOWN HEREON) 4. Mineral rights reservation and reservation of easement over existing roads by Weyerhaeuser Company in Book 925, Page 146, Onslow County Registry. (NON-PLOTTABLE) 5. Memorandum of Agreement to Located Road and Provide Services ' recorded in Book 1585, Page 319, Onslow County Registry. (NON-PLOTTABLE) �v 6. ingress, Egress, Regress, Drainage and Utility Easement in favor of Garland Tuton and wife, Sue Tuton recorded in Book 1683, Page 297, Onslow County Registry. (SHOWN HEREON, CAROLINA FOREST BLVD) 7. Terms and conditions of Agreement for change in Highway Access in N/F favor of the Department of the Transportation recorded in Book 2369, BHP WESTERN Page 73, Onslow Country Registry. (DOES NOT AFFECT PROPERTY) TRACT 3A LEGEND: EIS = EXISTING IRON STAKE SIS = SET IRON STAKE ECM = EXISTING CONCRETE MONUMENT SPK = SET P.K. NAIL N/F = NOW OR FORMERLY R/W = RIGHT-OF-WAY M.B.L.= MINIMUM BUILDING LINE C/L = CENTERLINE FO = UNDERGROUND FIBER OPTIC MARKER PP = POWER POLE --E--E--E- = POWER LINE CO = SEWER CLEAN -OUT WV = WATER VALVE FH = FIRE HYDRANT = SAN. SEWER MANHOLE TB = TELEPHONE BOX EOP = EDGE OF PAVEMENT = TRAFFIC FLOW(EXISTING) EB = ELECTRIC TRANSFORMER 0 = DROP INLET Q = CATCH BASIN Q = DRAINAGE MH +i:.. = OAK TREE LINE TABLE LINE BEARING LENGTH L1 N08-05'09"W 37.54 CURVE TABLE CURVE CHORD BEARING CHORD DELTA RADIUS ARC TANGENT C1 S22'21'39"W 146.12 22*10'11 380.00 147.04 74.45 C2 S38'40'12"W 276.07 54*47'18" 300.00 286.87 155.47 c3 S41.55'22"W 310.63 1 45'14'57" 1 380.00 1 320.00 170.18 To: Southeastern Site Acquisitions LLC and First American Title of the Piedmont: This is to certify that this map or plat and the survey on which it is based were made in accordance with the "Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys," jointly established and adopted by ALTA and NSPS in 2005, and includes items 1-5, 8, 10-11(a) & 14 of Table A thereof. Pursuant to the Accuracy Standards as adopted by ALTA and NSPS and in erect on the date of this certification, undersigned further certifies that in my professional opinion, as a land surveyor licensed in the state of North Carolina the Relative Positional Accuracy of this survey does not exceed that which is specified therein. Date: (signed) (seal) License no. 2596 N/F BHP WESTERN TRACT#1 M.B.51 P.130 D.B.1460 P.396 VACANT ZONED B-1 SITE DATA BLOCK: AREA = 39.98 AC. ZONING = CU--TCA 1, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED; THAT THE RATIO OF PRECISION AS CALCULATED IS 1:10.000+ : WITNESS MY ORIGINAL SIGNATURE, LICENSURE NUMBER AND SEAL THIS DAY OF . . 20 . 1AIN ALVE _E 36"RCP )5 6 ,w Ivv 1 Lo; 1-- TRACT NOT WITHIN 2000' OF EXISTING NCGS OR USGS MONUMENT, THEREFORE TIE NOT REQUIRED BY STATE LAW. 2-- ELEVATIONS BASED ON NAVD 88. 3- THERE ARE NO AREAS OF ENVIRONMENTAL CONCERN EXCEPT FOR 404 WETLANDS AS SHOWN. 4- THIS PROPERTY IS NOT LOCATED IN A 100 YR FLOOD ZONE ACCORDING TO F.E.M.A. MAP 3720437800 J EFFECTIVE DATE NOVEMBER 3, 2005. GUM BRANCH ROAD VICINITY MAP -- NOT TO SCALE TO: Southeastern Site Acquisitions LLC and First American Title of the Piedmont 1, John L. Pierce hereby certify that the accompanying plot of survey represents a true and correct survey made by me of the following described property (the "property") on February 26, .2008. SOUTHEASTERN SITE ACQUISITIONS LLC 38.98 ACRE TRACT -TRACT #2 BHP WESTERN JACKSONVILLE TWP., ONSLOW COUNTY, NORTH CAROLINA Commencing at a point located where the Western right of way of Carolina Forest Boulevard -(80 foot right of way) intersects the Northern right of way of NCSR 1470 (commonly known as Western Boulevard -200 foot right of way); and running thence along the said right of way of Carolina Forest Boulevard in a general Northerly direction approximately 757.00 feet to an iron stake, said ironstake also being THE TRUE POINT OF BEGINNING: thence from the described beginning and leaving the said right of way and running North 72 degrees 22 minutes 37 seconds West 275.35 feet to an iron stake; thence North 26 degrees 06 minutes 59 seconds West 326.01 feet to on iron stake; thence North 81 degrees 33 minutes 02 seconds West 251.21 feet to an iron stake; thence North 08 degrees 05 minutes 09 seconds West 37.54 feet to an iron stake; thence North 42 degrees 25 minutes 09 seconds West 100.00 feet to an iron stake; thence North 48 degrees 45 minutes 09 seconds West 100.00 feet to an iron stake; thence North 20 degrees 05 minutes 09 seconds West 506.77 feet to an iron stake; thence North 26 degrees 09 minutes 32 seconds East 997.97 feet to an iron stake; thence South 45 degrees 47 minutes 33 seconds East 155.65 feet to an iron stake; thence South 33 degrees 58 minutes 38 seconds East 168.88 feet to on iron stake; thence South 59 degrees 14 minutes 26 seconds East 168.10 feet to an iron stake; thence South 38 degrees 09 minutes 54 seconds East 96.55 feet to an iron stake; thence South 46 degrees 05 minutes 36 seconds East 302.50 feet to an iron stake; thence South 34 degrees 51 minutes 07 seconds East 128.71 feet to an iron stake; thence South 52 degrees 08 minutes 03 seconds East 275.85 feet to an iron stake; thence South 26 degrees 32 minutes 42 seconds East 204.51 feet to an iron stake; thence South 08 degrees 26 minutes 53 seconds East 124.72 feet to an iron stake; thence South 56 degrees 33 minutes 12 seconds East 166.15 feet to an iron stake located along the said Western right of way of Carolina Forest Boulevard; thence along the said right of way the following courses and distances: along a curve to the left having a radius of 380.00 feet and a chord bearing and distance of South 22 degrees 21 minutes 39 seconds West 146.12 feet to an iron stake, thence along a curve to the right having a. radius of 300.00 feet and a chord bearing and distance of South 38 degrees 40 minutes 12 seconds West 276.07 feet to an iron stake, thence South 66 degrees 03 minutes 51 seconds West 213.99 feet to an iron stake, thence along a curve to the left having a radius of 380.00 feet and a chord bearing and distance of South 41 degrees 56 minutes 22 seconds West 310.63 feet to the point and place of beginning. Containing 38.98 acres and being described as Tract #2 of BHP Western as recorded in Map Book 51 Page 130 Slide L-1466 and a portion of Deed Book 1460 Page 396 of the Onslow County Registry. The courses contained herein are correct in angular relationship and are referenced to N.C. Grid North (NAD 83). 1 further certify that: a. This survey was made on the ground as per the field notes shown on this survey and correctly shows (i) the boundaries as area of the subject property and the size, location, and type of buildings and improvement thereon and the distance wherefrom to the nearest facing exterior property lines of the subject property, (1i) the location of all rights -of -way, easements, and any other matters of record (or not of record) affecting or benefiting the subject property, (iii) the location of the parking area on the subject property showing the number of parking spaces provided thereby, (iv) all abutting dedicated public streets providing access to the subject property, together with the width and name thereof, and (v) all other significant items on the subject property b. Except as set forth below, there are no (i) encroachments upon the subject property, (ii) encroachments on, adjacent property, streets or alleys by any improvements on the subject property, or (iii) party walls. The exceptions to the above statements are as follows: THERE ARE NO ENCROACHMENTS; c. Adequate ingress to and egress from the subject property is provided by CAROLINA FOREST BLVD., the some being paved, dedicated public rights) -of -way maintained by THE CITY OF JACKSONVILLE NORTH CAROLINA; d. All required building set back lines on the subject property are located as shown herein. Licensed Land Surveyor License No.2596 John L. Pierce John L. Pierce & Associates, P.A. 409 Johnson Blvd. Jacksonville, NC 28541 910-346-9800 APPpOVED OR ARg,i; SSA 200 C `! t55V 0 �EBRU C S5' TH O OLINA ftp ,jov _, 1S aOCUVOV Pi-S. O1 �� GONStt) rqotA �t% A CS NOS, pNK µ�D A SKA�' N D"VISION OF r �4C11MS��' ALTA/ACSM LAND TITLE SURVEY OF TRACT #2 BHP WESTERN PREPARED FOR SOUTHEASTERN SITE A U I SI TI ON S LLC JACKSONVILLE TOWNSHIP, ONSL.OW COUNTY, NC PREPARED BY JOH N L. PIERCE 8c ASSOCIATES, P.A. 409 JOHNSON BLVD. JACKSONVILLE, NC 28540 PHONE: 910-346--9800 DATE: FEBRUARY 26, 2008 SCALE: 1 "= 100, F.B. 782 PG. 45 JOB #289923 FILE NAME: GRAPHIC SCALE REF: TRACT #2 M.B.51 P.130, SLIDE L--1466 D.B.1460 P.396 ( IN FEET )' 1 inch = 100 ft. -r---.\ .::�;n,.:: . :\V 12�V151oN5 REVELED 4/14/05 1 . o �-- La N r �` :: '. ..._. �' .- ' r 1 / ti. rx i 1 .r- O r 4 _ \ - \ r - .... {.; k x -�.- aL. t . / ♦ ... 7. ^ j K . �!" i 1 f �. , .. .. C,. �. \ I a" our I ' ? f a ah R p / y t f~ t f A c _ `"`L... 6° -. ''` �E+Eg 'o °rr it m rm e° R 4 % �✓ 8'. ` G Gy -- -ki fJ \ ," _: --- - r+ m .s ,� vm es ar Q BAD : ' `oaj / / `� —t .--- \ � " 0% a m s r r IN a 4 t" ,�� \ C —� - -r _ bra s R ." �i L/ . � . 1 4 b l / _ , 6, r•.:r =' - - ..4 {1 _ _ tix.-. _ �� --� F cc YY — .— — Q �� �Y is +a w r:.... G / r / E= . 6 A ---. - T N i o t- s �} .� c 'C� -- Cr / .- .... q E Ti .. . - i lb / 62 r r \. �ti . �. L 7 y 1 . .x. 1 ::.:: i� ��Z ........� :' , _ o �``� _ 2 _ c - .� . ''-�` A �•L� 4 L �S o . \ p� ...... _.._ ,- -. 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E.^ _n cr / i .� y.v • rJ• \� / \ ���' NOTE: PHASE 2 MANHOLE TOP DBE P ,,,� --- TQsS�� 'P,r�� " `'. \ p ''•\ \ C \ w / v \ `CIF \ , \ \ �, / \ \\ `'. ,/ SET I FOOT ABOVE GRADE• T PS TO -- `_`• ,✓ ", \ �F,�a 1w \ \:.... ``., \\ // \\ \�;� BE AD.JUSTE© DURING PHASE DErr`GN. , rL �.�� \ `' \ \' \. \ / \ \\ AROUND i'� ,' \ .� - \ \ oQ \ . �'' ,\ // `\ A P RT SV�E ASERl E 1N PH NE /'' �' "°'� c rti �,� �.\ .� t — \\\�\ \ \` 5 A T O P 5E S LAT/t0 O ' . � ~"`"" �.. / \ � \ — _ \ /— 1 \\ \�\ SEWER LINE AE�1D SERVI' ES. �.-� �� '� 1 J. / \ \ \\�, \, t '...0 l ~ _ \ \ \ \ ` \. \ \,� 1 - C� t_j \\\ \`\ � ___� \\ \ \ \ /�/ g• / ,- / � ,r ,rty \� �� 7 \ � 't.1 �� ` 1,- I R , GO� / \ ( / . _ \\ \ \ MH \ j�. / •'�` '� "`� '� \ 6.-`'''A_ , � \ r'. , Cep ELEANOR N. SU&& 3 � \ \ \ ToP 51,151 � k, � � \ S/ /a/', Sr � n D.B c� L24 I \ rrp L U �� :-�;,,. _ `�,�, ,� _l/6 0 /rs �� , Y AGANT \\ \ __ .. 1Z .%•...," �' ,.. `�.:. I •-' �' c�6 QO , I \ /T1' K'II g60 �q,,.:.RA.►oe �} r ` ��j • /,.? ti a \ , / i E t tf , f c 1 \ J E ZONED TGA I �"� \ ,, 1 f \ _ o e _ t� } t w \ , \ / �t � ..w I I` ` � ` �5�5: SvG`.' `-" --� ' 5 E 1 \\ i } ."r �. �t / '' 4,.ee 1 �`' -- ,.� , / `/ul� ©O/7 �;tvr ` \ / .•„ I � - • `� ..•• '� f -- " o � _' " f ~ \ \ \ \ i E t / 1 20 ,\ ^h erg'~' ®o' q'gq,a \ 4 4" \ J �} i \ \ l I ! /' I • �i N �� . \ .Ao 1 \\ \ j, I Si PO _ : 0\)\ - \ q+ae / { ©C'� / ,V, {�• �r Y j \ f ! t t F # br. I �R - ATION 1 } �•. t2a \ \ 1 /' \ ..av O Vl/ \ gRgQ / / 1 ` w \� I I 1t . 1 '''�� --- -., / t C � o \ eq e' �� /� �5e / / � 1 \ o - TYPE5 OF UNITS= RE5IDENTIAL , /J Lai 1 LV 'J"' r `' -_ \ + 1 - ARJMBIr 01= LOTS = I "_ - ____ + — - l �B / \ \ 9_ �\ 'L ,'y ' \ ! \ . t '`.g• if 1 I tt I A I 4 \ \ .. \ / \ \ / '� ARCX1h� J Jr. o° ARE > �`� �/01 / \ / �', 11 ! \ I I- DB I4 O PG 3�16, BK 5I PG- I3D, TAX MA• 33818. b S V ` ..�•• ...� ,�.� , - EX15TI G U5E: VACANT • • \ �P I \ e t `~� . , „� \ I 1 i \� A4T1V:��,%��e4�� \\� ' / ,� \\ ! \ C7�TL1D _ I i :_j - PROP ' 5ED U5E: APARTMENTS 0,.► 1 • • r - \ \ . F l• \ . ' "`,r . \ > t , ., / , 4 o REG 9F / 1..08�A=c, �c� Tim o A E G N E G �\ / 0 \ / + Q 1 \ . l' "� I 11. / { / - CURRE T ZONING: TGA \ .�1 - PROP 5ED ZONING: GU-TGA i �� , \ \ // 1 o 7212 5F 11.00 AG. �' / A��r4 / �\� \ / / / / ' I \ \ J I I 1 - TOTAL. AREA 38.�i8f ACRES ' � _ r \ � 1 t t ` °� o°� i / ..- � oe � ��� // it J Via. \ 1 � � / 1 1 j f - PHA5E I AREA 21.3g3t ACRES , • / ) / "I � / / / -- -- r \� \i t If j �� tom+ mom°m \ °o d / / / / \. "I �� 1 \ � / / J1 ' I / PHASE I DISTURBED AREA 20.2t ACRES \ \ , / / •� .�• / t 0 / / - PHASE I EXF-05ED LAND AREA 20.23 ACRES l 1 t( \ / /' < .� g oo°moo \\ �d'j+ oo' I °e ' 1` /'' • l � �'� \\ i \ { % I+ / / � r # A TiVE RECREATION AREA 1,08= ACRES \ • I ( \ / \ PHASE G ' / �' moo \ ,A eo eoe ' aQ` I ,� / \ "� /' / ..� �` - IMPER lOU5 AREA CALCULATIONS: ! I ,_ / \ \ 1 _ \ \ 0 \ mrsoserd 0 00 // • b {✓„ t t r Tor L ITE (PHASE I PHASE 2) \\� /I I t j \ R• I , \ °e o � a // � / \ \ , I \ i r'1 fG1�//o,�\ - IMPER IOU5 AREA (EXCLUDING 13WLDI'vGS) = 441166 5F / I I \ s \ ° o ,. o o / /i \ / \ \ v� � (� / IMPER IOUS AREA {INCLUDING BUILDINGS) _ ]00236 5F o j o �. / ! t ✓i ' OP B \ $ oomo \ ®o o % a r / �\ / / ' \ ` �� � � I; PHAS'= of LY: / ; . i (f-#A� 2 / \ ti .. \ '((, 1>_ % r -x / / \ \ \ Gj� o00 o0o J J� ee4O►+# / ! _ ,,.� / \ ^ / . . I ( / �N //: - IMPER IOUS AREA {EXCLUDING �JILQIN65) = 28�,G60 5F {6.5�i AG.) (VEHI LAR), 1 I Iq, ,�2 AG.} / \ -`� e omo° \ o �^,� 0 / �' ` / J k / ' f' -12 AREA NGLUD#N6 BUILDIN65) = 448,668 SF {I0.3 ACJ t / + o• \ o �� '�`� ,'' "�/ 0 J //\ *• tL /,1 - IMPw lOUS ( l _ ` ' - IMPER IDUS AREA {3UILDINGS ONLY) = i6160� SF {3,iI AG) ` \ �. / ~ \ \ poest° \ °o C1\' 2 r f r V // O yt .:.. ... ' ::: . 1 `� - '\``` / /' ' S \ / .. — ■ \ \ , \ 4 O -LAND%APIN6 REQUIRED: (5EE LANDSCA, E PLAN BY OTHER5) \V\ ■ \ -LANDSCAPING REQUIRED IN PARKIN AREA: (S..E LANDSCAPE PLAN BY OTH 5) \ � - / / \ \ \ t'�' �3 ` / / \� `Z �� �¢ '�'1 ' 'day / \ / �� �� l9r, , / / O° / -TOTAL MPERVIOUS r�URI=AGa~ O = a 1 �1\� j - TOTAL DEVELOPMENT IMPACT AREA: " (REF. ER051ON CONTROL PLAN) . \ ` \ \V r - 1 / /' \ � \ \ \ `� \ � �,� Q / / / �� \ b } ,' ^, // \ // I / �' - ACRE GE OF LAND TO BE DISTURBED b EXPOSED: i (REF. EROSION CONTROL �_AN), ! \ \ � / / .. / \ \ \ -P tJ �\ _ /�, '�� s / / / ,,a :' I ' ' _,.• 1 .. Jam" • "�. � .... i % '' ^ .SEE E��_� _ ,, " I I \ \ , \ \ \ _ ��/` ~ .. \ \ \ , •� S , av I a� r Grt1'?LTOIZ I n ,{� \ . \ / f I J :;' 1. - TOTAL UNIT5: PH I. d PH. 2 PHASE I UN T M X. \ \ \ , A'5' \ \ \ '� `� !J A /fit 'o < �, r k _ .. SH�i 'i75` :F.r / l4 ♦ \ / ! J t /. t. � �\ �j � < ,,•- �C ' .� 40 YD. GOHPAGTOR �,,, / \ // j h•.'' / � -:) M N# \ ~ - ti \ \ R's,. � \ - �` �y / / / 011KR 70 5r,9ENLE.�"•- / .. / C 26 - } BDR U T5 (�i0) k BDRM. UNITS \ \ ,C Q\ - / \ \ \ \ - \\ � / '. P€(XLF5 A5 i5GEt.�.RY - ' a / `\ / / p �� \ , 264 BDRM UItiITS + (114) 2/3 BDRM. UNITS �' \ / \ \ \ t� . / kcAra av ArpS Ar ru sr "' ' I05 BDRM UNITS = (2b4) TOTAL UNITS; PHASE I \ �` / \ \ Laz 2 \ , �,' \ '� ,�/ ,r• .t� •- E-- y tr cna+sTr�c� , 52b UN TS TOTAL ♦ .� / � , _ / \ �6� NN j C ` �' F. . ." \ \ �-/ + .� ° r' •., // I '. i �; PARK! GREQUIREMENTS: -A� / ` Gj�G � F \ \ `, _ V, \ 9 �ti/ AG._ \ 1 T/� �' TOTAL ARKING REQUIRED: PH. 1 d PH. 2 TOTAL PARKING REQU#RED: PHASE I ONLY .� .. �} ` �. H # •? �� / r.� j 1.5 5P 17 (I56 CI BDRM? X l.5)= 234 5PAGE5 I.5 SPPJNET (9G {# BDRM} X I.5)= 135 SPACES �. �.:: ' ::;.::.... \�,\� 1 ' / 5 200�/ 0\.\1 / �1 ��' � � �,\ �`.� ! �, � , 2.0 5P4-NIT (512 (2 d 3 BDRM) X 2.0)= 744 5PAGE5 2.0 5P/UNIT (114 (2 4 3 BDRM) X 2.0)= 348 5PAGE5 � � / � � � -_ �� \� ,, �R' I 1 \ � / � /(Z- 0 � � r�3 �•--'' l �-'.:: f %.' / ! TOTAL PARKING REQUIRED: �i"18 5PAGE5 TOTAL PARKING REQUIRED: 483 5PAGE5 '` `` ~ \ .:::�, : �� :: Q I \ \ i \ -• a \ 1 /��O \0 / n� Q� �.'�s■.� - I / �� �. ! I h / r _ �\ 20:5 IARKENG REDUCTION PER G1TY GRD#NANGE, " 205� PARKING REDUCTION PER CITY ORDINANCE, `. �'� ■ \Q 4 �l�:LAI 1 ; ,t_ / / / '�i/ �� .- . t l ! SEGTEdN IO2, PART 8, NOTI~4. SECTION IO2, PART B, NOTE4. I + 1� ,,, f \ �: '�'.':.::.;: - �`�k` \ <=` J o . . (-) 1 6 5PAGE5 REDUGTIGrt = 782 REQUIRED (-) �€'t SF'AGES REDUCTION = 386 REQUIRED / : I \ ZJ \\ \ \ i \ ! r, / „,�► / ': �� �' vI , TOTAL ARKING PROVIDED: PH. I a PH. 2 TOTAL PARKING PROVIDED: PH. I ONLY �- / �° I \ �y.- �' .% 0 13 1 / / : ��' / � . ,? � \ _. / �' 824 RE&. 5PAGE5 508 RE6. 5PAGE5 _ `-�.� : / - \ � ; 1 / / .... .._ / / 1 / ~ ��/':_ . / PIGNI \ ` / 1 \ 1 ,,' V / / / ~ - _'' 'ems �� �� zk,`T .� i 48 H/G SPACES 32 H/G SPACES t . ~ � _ . � / (''� .�-,N / ARE,a fZ� 0 \ `?h, -o / / / / �,,- "', . `,� - ) _' y + 42 GAR.. SPAG=S + 2I 6AR.. SPACES 3 \ / .:...0 ' 5 / t a 'C� I 1 6 P �°' / / / -! \ I = qI4 5PAGE5 PROVIDED. - - 15PAGE5 PROVIDED. � \ 1 -`� / • ✓ '/ ' l A I' - OWNE 5HIP STATU5: RENTAL : G COMPACT 5PAGE5 \ , . ` / ! '� '� /\'Zr y \ �,. t,�p \ 1 i / / l jjc� \ . `L / �' I 1 , / a ;' D IR51(Y: - oENSITY: `,� f � ! d `�- /�\ _ - /\ ;r. / / /X �_// , FOP �/ ° ' ��4 4 / \ \ // ,yo /J / / / // \\ \\ , - , / / /I ! l,. ; ; e/ TOTAL: H.1 d 2 PHASE I ONLY r ` \ �` \ • / \ / -, / y,, l� �. �� - I \2 j / \ I .. a . o \ / � - \/ / Y ` , 5 ' /' y� /' j / \ 1 I J / E ; / 3 , 13.55 UN T5/ACRE 12.34 UNITSjACRE \ ' . _.' \ / t ' . // r-- I'� i / \ / % � \ / \ \ / / ,� r. -- / / ALA r 4 , , I f r , 1 i t ! S -BUILDIN HEIGHT: ` / I o / 4a'2" H IGHT FOR 3 STORY APARTMENTS /' �`` 20.502 r4G. v P�.� ( I ,, C \ \ ,� s / t \� Y OVER 3 ' MINIMUN D15TANCE BET;^IEEN BUILDIN65 15 20`) \ ' I % / / / / ,p / s` Dc /�( /rj �� / \ / <, \ ~ / \ t 4, f,°' f r. �: 1: 1 rn - { A K : ` �\ / I / / t � FF� /, %r\\ ,��ti / / i y \ `. G / / \ j I�,t�' ` Q I 1, ; x s BUILDIN SETB G 5 \ I \) / \ \ > , / / 0 / \ \ \ \ / r: ' r PRIVATE DRI VE5 AND PARKING `� , l ^� � " I / � � / ,,, t / / � 1 � � \Z d� \ '� 1/ \ \ s � / 1 1 `� ` �C\'v \ '� ..,,, I 1 I I "' -' , 1 / 'j, 1 J V, Oaf`` ©, 1 . \ \ . / \ 1 t I /`♦ � � jj, I 8' 5TREET YARD S \ t, , ! j f /\ / / / `'.t / �'- I� / \ / / / \ \ \ \ t \ �,� tI 1 .. j / " \ ,,I _ * ,� z 1 t / / \ ,ti �7 x / / \ 4 I . N LAND5GAPING � \\ i' / t ! t/J I / / t t 1 / --. 1 0' I '� \ A �� / LEOq " . �, \ � �%/ I I' , u' , : t 1 LAND GAPE REGUIREMENTS: ��` \ �� �. ::/ p /( /,/ I J / ; _ � A I , _ - f / x` �s yr , / /�\ \ \ \ \ , , ,I \\ \ \ / // ,, I: ( = } I t t a S \ \ \ t /b _.... ,a �. -- �~ t b �' \ C� N 1 `` / \ �, �/ I \ `,� ` �'� t 1 /,v --'�' i E - J 1 c - E FOR D TAILS, PLANTING TYPE5, IhSTALLATIQN; REFER TO LANDSCAPE PLAN 1 \ "�-... PREP RED i3Y REGISTERED LAI�#DSGAPE ARGFIETEGT: \ / / \ , a, '' ~`� 1 art ` I'+j ' I , �/ ♦ ! \ \ i4 \ I \ 'i d j�, ` ti I I # n I 3 \ ` / /t: — ` \ °` � oP a� 3o Q / / .-- \ A A / C7 \ .: r ,? 1 , I- : f OE51GN TURE - RANDAL SGOTT ROMIE, A5LA 1 \ ��' A \ / 9 \ / ! , I t \ /, ; z �- 5E 15 HA I�EAH DAIhN DRIVE, GREENSBORO, NG 214'55 / I ~ ~ / _ ' S� 5 \ � / / '' `:: \ j2 r 1 \ 1 ' I ,� �# r y _ AO' \ I 1 "' • / '✓/ P r �, .r ' O _r —' / \ \ • \A� r / .:...:'. `.•l'.T� ~ ~ / ` •y l / \ l �J W ' 'i 1� ? -' \... \ TELL.. { 3b7 282 6�62 ` �,.7 / — i .� ' rs.r \ ` \ �Q / / / \ \ ` ?,�\„ Y f: • '..':. t"'G7 ` r \ F- } :?1 " r \ t 4 / / i r °:::::F.... � 1� a \ � \ 't �. \ 1 ::,'-:.:'7 ~ / wwcAP RAWS A,T A!•L 51011AM \ � to TOTAL ILDINas:::::::.::::::.....::'::':'::.,.......... R fIET>:TELTIM TMCAL t PRCaPO IrD: PH. I PH. 2 PROPOSED: PH. I ONLY: \ jl # / / �0 , �\ � �j.2 .� / \ \ / �'` �::..•..... '..... .-/::.::.:::'"1:::::,'_ /:: pp 1 �,� I ,'( ,"j v' i f I - E STORY CLUBHOUSE @5 �154 5f '� t t1} {L! I / r�., "" \ �� i' D� ;� / '� . / ��\ F'j 0`,.. �/ `t I ::;: i :'' /':: 1:.. '. 'r -. �€ p r � d� , . \ (I) E 5 GRY CLUBHOUSE tt�s, �4 5 () r •�\ to / !t1 ^�,.,, - — \ / / .i�i�'��:' \ Q \ / 1 / 'r' \ g-•- `_ 0 H AINTAN D. sf 3 - I STORY GARAGES 7 BAY I i�f I/ I 0 PE A � Q l ,�� /�o� / 9 � � � \ 1 I:: y .::: ' :. �:::: � 1 / ` \ / (I) 15 DRY GARWA5 /M GE BL C� b0 () ( , \ , \ 3 �� t \ \ / , :; :: 1 :... / .:. / I v � e.a `..: 1 T RY BLOC ®IQ F 4 UNIT \ Y .\ / / / ? . ` 11) 3 O .( 5 5 (2 S) `'\ t � L, -z \ 5 ' R / \ � �j c� f / i..:::::::. �.J: \ �. ® / I 1 (b) I TOR'Y GARAGES (-I BAY) @ I,q-15 sf �- ,I < \ 2 \ ,Z E f I / 1:1.'.;"'.-.:• jj�' r, `� \ \\ l / J4 ll \ \ \ /1 /: J \ / ! 1 '`� I z ,. Ni,TS / / / r / & REPAIsz ..ORB a �-q 22 - 5TORY BLD6 m 10 23 5F 24 UNITS #28732 TOTAL 5.1=./BLDGS (BRICK /SIDING �: rS + u \ 6-1 8 7 s��. / / . ' �' �' f / / /v�'' j::: 1.i: ::' ` I ` a 1 �% <> Q \ I / CbJ L \ DR1�QM P' 'J \ .' / �..... ! . ! ` / I ':t \ CER ?HIS 51UL T F ( f2IGK JSIDENG d FRAME) AND FRAME 24 APT. UNI TS/50 LD#NG �' \ F- \ L `` -- -_. -.-� ROOM, ' / / / V S \ / � � .� ::: / (: t• :.'.:.:.../'.::' / '' r \ \ aj' ' ; ' :� o� r�I�I vet • 252,4'1 TO AL 5. ./BMDGS (B . \ \ zq3� \ --� 6BFDR M \ '� / }'' �� \ �.. /, . tj°j / I Y 1..: / r \ ... \., ` / �, E �� u '1 s 24',AP . UNITS/BUILDING `� `C.\ '1` �r \ --- �.. / / (PATIO) `` / / ° ti_ !.. � i /'' ..t:':;:: 1 I a / dGo - �� �l.-,� ``-. - !:\ !`(D \,\\ t` ,\`' �` `z�-, FcE 48. -� -� - I / // \- / i / /i \ ;`-:/: ;.:::':I }:I` 'f ...� 1 `% \ �` l`�,,, 1 :`: 1 - : EXI5TIN BUILDING: PH. I PH.2 - 1`11A r \.�\ \ :; Q \ \ 20 \ / l �/ � 1 . ...I - /:. " 1 \ \ \ I k oa PQWER COMPANY: JONES-ONSLOW EMG \axe \ \ \ � 1 j \ / oe • -'' / \ \ 1*' / �....... .....' 1 : O / \ / Q .1 / \ - TH15 P OPERTY IS LOCATED ON THE GITY'S SIDEWALK PLAN ? ` \ ~� `� \ . / �G AO � / / / p /:' I' : 1 I . / ! \ \ \\ O { \ `F. , I � \. \ \ \ (I J t \ I / / - p 0 / �,��' __ /��, / o� .: }:. I _ `: ., .: ~< ..L / l ! \ \ �\ / �N. \ \ R /.,; \ GOfDIT ONAL USE PERMIT SOUGHT- APARTMENT APPROVAL < .� \ ,. 1 Gl�ADIN ANQ SLQPE �`� ' - ` \ \\ ,.C,� _ �- �'Q, �C� � - . , J - ,,.. j / b�i �4 U ro ! / h. \ :\ ALL E RIOR LIGHTING WILL BE POSITIONED A5 TO NOT ADVERScL, h h`L \ \ $'-�. \ \ / ,� I l' n R A� NT PROPERTIES. '1 '� \ \ \ I ,.- -- P i/ C ��o� .'': � : fi', ,r � , I I \ AI` R ADWAY TRAFFIC AO AD.I ..1w °' \ \ S� \ \ \ \ \ `` �,� 0 // 6M / \ 4 AS M NT \ ` q; \ \ - \ .-�� �~� I ! o`� o`` j .-\�. ��� .... %' r.'.::..,:,f. - _ l 3 / REVEL PER TO SUPPLY PEDESTRIAN GR055#N6 S#GNS AT ALE_ GRO /5r^IALKS. 1� \ ~ �� `-� I ti. -'.�• , y.�QG / I' j 2 ` (D D 1 Q. �-•. I \ \ \. 227 Q. FT. ,,�� -��` \ ~ \ �: - \ \� \ C� t \ \ 1 \ / �.-1 _ -1 �k� / ..... . t::: . M . r Opt -� ` 7� �_ <G U t 5 ti \ / \ ~y :ATE.... \ s� /}� , � �h`1.'`�`'y `` �asTO \ { \ \ \ \ A� w 1 il-P. ! O ~ �� / \ `• /i b �'' 9 '..' / �.' / f"`- --.- "``� \l,R'.: ` r,� D+T / �\ (1C'� ' \ \ j •.. { , a0 "J n,�'r \\ %� \ Y (� Y 3` • \ / ' \ '_ Fr V � � \,a0 j _ - - tiff — , ' 7- %- .y \ '`-` "^,r,,.�.ti....� f � [ G N I E�i . \ ' , \/\ /�, � \ i \� / r ` , \\ \ � 1 ,�'1 •+�" \•\\ ` � '�\ \ \ v y- „�,.- `/ � ... .. / /'" f f j' -�\ R TAtN1fi6 Y�1At L I . \ '•. *, \` °h h a, r1h I i , \ \ �, r T / -- -- _ _ _ _ L _� AREA / ! I 2� \ \ I \ YY j I NfP \\\\\� \ •<. /JLI S ° t.,a, \ .1� �'" �`�•'� , %.�� �- '. l/ v'`t r / ` -- _ /� �+� \ ,- -.\ `ij.\, BHP V+,E5TEr2K \ 1 / / \ TJ.B.#4b0 \ \'!`'` / /..:; : ... < / C r, ` / T°'� `' 1 �/ �`,, \ �'rpr b�\.� \� \ \ \\ '`�_ _ _ � -w -- .I. -ldl—, _ �- x---.� F- /':' .:. ` j DETENTION POND LANDSCAPING: _ ... c, E VACANT \ \ \ \, - -- — -- _,e_-- / "' ' \ \ \ \ "� --� --�\ ""` -~ // / ::.y' o 5�## LF Or� 4' Gi EN VINYL GOAi1=D GHA#NLINK #=ENGE (Ib' Gaie Included) ~'� ~ 'Qf'� E /�\ \: ZONED "GA / \- \ \ 1 t / / \ �` -- - "yL ""1--✓ / \ / — / END SIDEKALK �\ �� \ I 1 - J / / \ --�.. _. /. '`. ;j: . /. (W/5�# LF OF REQUIRED LANDSCAPING}: \� -�-�.� --'' , . _. , `�\\`, \\ �— / \ \ \`� .:.•:. : ..::. ... /� / END PA O ,( EE\\(/",��•;•y��`)} rryy��11 J �� T \ \ \ 11,,,! L,�/ . V �' �, r '/ ,IN/ o E L .:: :.:. ...: . / / f / _ ROAD TO BE EXTENDED _ - G'APHIC SCALE `1 ~ \ �. — — l '- r �.- _ ' ""' <� -..�. / ��, CAE FUTURE BYO ER5ll 60 30 D 64 20 ---= '' r -�... - i .� _ _ # a, .:... — ;3HP ✓ [EST �\ \ ::.':.::: ... 1 D.8.1460 A • ..:'...' c27� �' ZONED B-I 1 ]NCH = 60 ,FEET � � .:::. �� ' ��� P.3� 6 \..:.. \ :' MEL\/IN R. N/F VACANT \. GII/-,,,- � BHP I�IESTERN ZONED B-1 k 5TATE VqG COMMENT5 i '- I 1 d REv sCD / F 20©� REV• PHASELINE5 RE\45ED 5/5/2oob MOVED CLUB & BLE>6 R v1 E SED 8/6/2ooe H ! NT P ASEL NHS !� 15 MIX 1 Rf :VI ED 1 l OO8 5 8/ /2 PHASE I N P R 1= L E5 ooL _v. REVISED I 0/2/2008 AD D EA T T DE 5 /WEST STR _ EE CITY COMMENTS 10f221Q8 TM I KOE J 05 G TY GO -NT5 N20f JJ CITY WMMEM 12AO105 ,J,J CITY GOMMENT5 12/30/05 ,J.J �-J OVERALL a1 TE FLAN 5GALL: I " = 6O' DATE: 5/12/2005 1FROJEGT: 8o8-'07 DRANK BY: RDT SHEET ! ;i-0 �, ! r' ,� ;�_ ` is 1. N tSl z 4 3=- fl z O %J I 3- N X W tU E 6 z .0 6 F a► O t lit CY t n BLUE RIDGE REF. # 071-04A-NC CITY COMMENT5 10/22/08 TM CAT'r GOMM8M9 11/20/08 J.! ki z d �7z }� � z Lu u- C) lzu j-: E z p � z � zn z z a U �- REV I S I OILS - - - - __ - •-.. ' ...�.�..� . •-... \ „� �` �} s �o emi me q ut >* w w. ! 7 a t4l� w. ye. 4 � L ' _ r.. , _ -- <:. ry:� .,,iw .... 1 ../ ! �' i1M ssy /i e �.•:.:. f0 Ii ® .t t4 Cry /''� �````' .�a�,,� C/ --.-�'_`' ate, •' _�, _,/ �r' ; { : o -. - � t t.: 41Q 'T IL218 +w •' L' � ii / G y Asa .._-.. +.. E d.. ^CJ `' / f-, , SE '::': ,Q ... _ _ a _ • �.._—� R .':.::. _--�,-- �--- I N _ - .�� UTIL T DTS r . . ca �. .__.-- . F r i r , t j r a \ r L1a / _. ti s ..: m .: 1 -, k �.3 F.. N �.rS ___- O ~ _ I. SlrWER ALLOGA 1 ION k5 REQUIRED RIOR TO PROGE55IN6 ERMITS FOR 15 PROJEG .. •.... '..:::.. ,:.. - . ":::. •...:.:. ....:... .. a. _ q ti .y' :....' .'.." . -----� --M �•' T R N' . f PRIOR T .. \.. '.:' .:....... <- k ... `.. . �...: '- ,� ._ ....- 2. A WA E A D SEWER S_RVIGE AGREEMENT WILL 8E REDU RED D ....'....:...'...':.:......:' . , ::...:...:. _.f:::::::;:-:>,::...., ._ „-, / •>� .� •.,., —, /• �`° ..•^'f .. . . ... .. -'j .. .. • t . , v r ...'..:..:::.:::: ...: :::� . , w,.,• y S� , a, .. -� v -€ M -._ PROCESSING ,,:_R I IF:GA I ION5 FOR TH15 PROJECT..',:'... • \ ........ : • �'. r �: p , • . v_. ti P T NOJ H , MAININ ".. . ...'........'.. \ ........ _ �., 6 3. THE GAROLII�A FDVES, P4,M STA ION DOES 1�:0 HAVE E G R_ G . _ -.. __�� ___.- r 14 I G G . "� \ .sa ,.y wJ./ / CAPACITY : O ACCEPT THE ADDITIONAL FLOW FROM THIS PROJECT, UPGRADES r ^�'�••�.�rr.,�:,� .._. '_ " ":' .': Q _ G ' . --- I T I 1 . AR U1� R DE5 N T H T F, , rR _ _ r-- -_. _.... E DE A 5 ME. �` P r _� - !L/ .. � r, .:..::::.........:,:.......' I 1 2Y f7 - �"'� ; F F \ -- - ® 4. TH15 PROJECT WILL ,NOT RECEIVE HATER 8 5ENER GERTIFIGATION5 PRIOR TO THE . ... I _._- __.- �. .. , C�j 1:. :''��::.' ,•... - -� �, -r `, ...- ..- -, it r 77 �`•`�r..' .:..... \ �•�� .�„ �'-_ x / # DOWN STREAM DEVELOPMENT KNOWN AS THE ARBORS AT CAROL€NA FOREST , . �..-. -.! — I , kas; :':.:'::::.:.:...:.... _ - M Purn •: \ i.:..:..::: .:- It' - �� REGE1VkNG SEWER GERTIFIGATION`✓. `"� `� ..':.:.•...:�. / s'. 1' e: r �.`,..::.. ,� :.' .: \ . ::.: : - -- - -- -- _ -. / \' /' o :: �...... .....s::.. • ♦� .I.'...'..:: \.. . N TRUGTf N OTE .. 'F'R`�-C.O 5 N �_� - ��.. \ _ c= F r `.r -J c?`:-. - , ti '...... . .. -fl �� rR N RI o RE�E N TR TI F I I 0 EG1 O T I. NO GO 5 U� Okv G EIT I:R WA �. OR SEWER L ES 5 B ` S .. .. Tong Acres `,,� OF PERMITS TO (,ONSTRUGT FROM NGDENR IN AGGORDANGE KTH 15A NGAG Ift.0305 (A) \ . / ♦ c c.'' \ \ `� 17 \ d RV1 LINER 5E CAE D GE M 0:..,.� l..E s I�IE� � Bs � �i..l?i... # •C 1 I 4 AND 5 n h ♦ ca 02 .020 . b Q G �? er i HIND CURB FOR BU LD 6 b � .-...:...: GO' ♦ / 2• ALL GDINISTRUG€IGi MUST BE COMPLETED 1N ACCORDANCE WITH THE CITY OF JAGK50NV1LLE \ r / `' - :_: •�` c�rr-�:ay °�:��: A P WER LINE S / �. RH D I E C) VE } % a. X T. ' - e E S O \ TH u PY F 1 MAN A I AVAILAB E � •� >. ::: AN A F PEGIFcGA, I !� N AR AN �' I N A GO D 5 U L S L r- M U L O 5 0 S STA D D5 D D,-S G . � ... .: ' . ' \ , �::'- : ' ` EXEST. OVERr1EAD TELEPHO E L } % \ I / T R MA1 E XTENDi=D .: '. \/ \ . ' _r �,. :, IN THE PUBL.G DER\ E5 DEPARTMENT AT JAGK5ONVILLE G€TY HALL. NOTE: WA E N 0 B E r ; `:.:..rs� G , ♦ I. \ - M �" .' T Y� AT R ET�R I E A XS . - C3 .......... �. IN FUTURE TO SERVE PHASE. 250 \.. `. 3 - # T1 I / �/ ��� .. o. . I H PR N '� N 1 N R G EDU A EG TRUG ON MM N T ,, ALL S LE D 5 PRI R T T THE DNTRAGTD EG GGO5RUG 0 G 3. D DGO � �o F 30 tr'!llsl'' ; T ♦ Y RANT PA ING SHALL BE PRGVI + - V Ii.1:.:.�' E •;. ""1:":LAP - T:> .:>::.. := O .... < .... , ,EXEST. SEWER GLEAN OU / H D 5 G DED la_-7 i [ AG.- 3 ` :..,.. f k \ CONFERENCE WITh THE G1TY OF JAGKSONVILLE AT GfTY HALL, Q.'PF .., ::::: x . IN PHASE 2. \ . 6 :: •: -: wv :.... / 6 EXIST. WATER VALVE I � . ....:....' ............ . . N�T...:Ti�:....��ALE �Qii:flm X :..:::;;:::' €XI \ . s \ \ / 6 . y� S` {�' Y r R \ ^4 T _ GO V _ -. A A VE G E L : `l PR, PDSI=© \ .. O 0 a" rr J ♦ / Y 7' P 2 - � c . crk ... , , , . , .. ,PROPOSE!✓? WATER METER / \ / , - �- 258 S. Mk�ll�e 6 � c9 •O •m •: - h \ r x ti ter: a \ \ r r.r - r. 3 �- - o ... . ... . .....PROPOSED GLEAN©UT / . \ \ / \ \..- -,� --=J�-ac3cscxtvlitE " ' 2 �� :::::.:. / O t i FIRE DEPT, GONNGEGTiON} \ J / \ A •ro i ROPOSED f=©G / s _ ` / F ---�.� t . ,•-� 1 S / ♦ N / t HY RAN T t '"XI T FIRE D .. . .� 5 T 1 / l H t�" 1 \ ��,p�� 1 / \\ a�� NOTE: PHASE 2 MAN#�DLE TOPS TO BE 1P ..-•- c•� 5c _ PROPOSE1r? FIRE HYDRANT \ �• .-•-- '`~� / v coQ \ `�Pl .: ::..... , . // ♦\ \ \l ��y SET I FOOT ABOVE GRADE. TOPS TO —� -`- ✓�, `N �'� ,,� \ J \ \,� =a % \'l° v .,-;` ........ PROPOSED MANHOLE BE ADJUSTED DURING F HASE 2 DESIGN. �'', ! ♦ X\\ TEMP. Tti N Il, k, , - ` \ ``\ \` pQ'\•, f / \ AROUND r/ ./ �• 1 ,•,_• �• •-.. i 'l t ............ PROP05ED GURB INLET .- \ ` ` L,� // \♦ STUB OUT SEWER SERVICES 1I`E PHASE 2 � . 10 K�° ~� -- \`\ \ , � �, I ............. PROP05ED DROP INLET , / / ♦ \\\ A5 PART OF PFIASE i INSTALLATION OF I a �,'''f%'� \ is �``�``'� / \ I 0 - _ \ \\ 5EWER LINE AND SERVICES. I I- . "' \ crl / Lz, \ Ill N 1 =., �' `;:. 1. -i �, ...... . ......EXIST. POWER POLE \ � ` � ~ \\ \� o � i'' 9 R.� / � �J '�•c� \ _\1 / �� 1 1 \ \ V� � � I , EXIST. GURB GUTTER \ -. \ \ `� ,,,.• o �'` \ \ 5' OPAQUE FENCE \ \ \ \\ r y r# `��\ ry G / \ N �`` N \ ° \ \ � / fed \ 8. Q� 4 \ `tW / r\ \ � v\ \ ` \ . 7! ,l 2813 ...... • ... BUILDING ADDRESS \ \ \ r j :'''i \ \ oe / °r \ `� \ \ \ \ N 1,.. \ �' `�a R \ \ I I \ `sue _ ` . , . PROPOSED STORM DRAINAGE \ \ '~� --__� \ \ \ \ r b• `'A I 7 7 �,ofi :q - ~ , �•' .'' ,,�, I " \ \ \ \ \ � ram_ c r � d G.v � 50 \ •s � / I � �1 ' y �`� .' 3 w w ..... PROPOSED WATER LINE \ \ `�� _ \ \ \\ Ml•+ \ r �/1�' �%` f yob 1a .W® !+ � �� J!_'�7.�Z \ J' / \ IB ./' f ' }ti� `'l .. \ l \ \\ TOP sI.ISj r ! Q�G �oQ {n, �''�I•�` �� 18I � � S/� =� ' \ �'l sTVP PROPOSED STOP SIGN \ I r \ " �. 4 111 a `� , `'f g �O/y /TS R om" \ / -� I .� l I 3 1 PROP©SET? HANDICAP RAMP---�.'.`' -,..� �1-�""" �\.,,`�6 t}�' z- p *`*"¢ e° �p �BC�p� ' _,1, . / .. I1 - ` 1 \ b \�•rJ. sVG - .. A?I 7jt \/ , r , A � .�6 '' \ 1 l � / `O,) Q�� , ` \ kP I I ` ii 1 1 ......� - -., .— .' . . _' \ ( 1 \ {� r(� / o °� \ '' - �� / \ \ �' / I / 1 } . cn I I t ` / F{� i \ z °•. � \ \ \ / F I is N ' I C � ` ^ — y ..•• ,�...�'r""~" ,,.� t . \ \ \ ! sf?[ I ^ 0 ~Ooo`� / _,. �:/ a ��i \ t�1, / / I k ' ` j ." 1 7' m / :/ .. . \ \ 1 r / \ r } i1� . I I Q : kp -� f -,,,. t ! \ \` ! 1 / \\ aD �, + I- > rw � #I 43 " T / / k I, I , ii t• I 15' !�]-'l I '/^ \ j PJ \� Q\,\. �¢� �•'\ e°4� / fly" l { �. 1 `\ /I r! I \ !I' I ce o6: t _1: N . \ I 43Q .,,..••-''' �. �,� \ BIRE"r E \ '�' • \� �.�9 ♦ �lME G� \ \ _ / Q Cg- a \ b \ } \ 1 I < I 3 / 1 ,,3k „ '� ( ♦ ♦ o o ) `C , `� / n I fI I I i rn _ �/ -4 �. ' ,,... ____l 1 / 1 61VI ♦ / \� �'L o � e / 5t6, / I 1 I -! zj . --�...---- -- y PLL* . n rl 1 rr 4 PI I;E I O D� �\, \ C 61, tiv. � / . 1 I I f I II: I I \ I 3 \ .. _ / / "� S -♦® Ai2E '� C ?�, a, l . I I ;1 3 \� , y �r ` • �' l } \ '`0 ♦♦ - AGF3V?: \�� V�" `� `\ lei:``^ + ' //' \ 404 V`i1....TL-Al "D� } J �„� / r %_ �L•i '} .7.. - TYPES Of= UN1T5= RESIDENTIAL \ — • I \ ''"'� • :; c ` l 1 \ \ I .iy / Q �`- R: 4i101+ A+TEA AGT11rr o 1 G N I G b� C \ <<:; .: --- /� \ ( `� I �. f 7 - NUMBER OF LOTS : I t t \ °"� . , ,- \ �' / ♦o a r I2 / 1 PO AG. b' �s / /� f:._........ t2> CREATION AREA A k t ' ' / " t . - 05 1460 PG 3q6, 13K 51 PG 150, TAX MAP 336%IS.46 / I�. \ i $ '4 t212 1A8Ac. ° o./A -,t\ �r�\ \ �• !� `, \ \ �) � %� // // ' + : to f A I \ '� - EXISTING USE: VACANT � t / _ _. - � () � �' - PROPOSED USE: APARTMENTS , • t / / i' 1 r 1 ° \ 0 1 10 { I // 3 - UJRRENT ZOO SING: TGA / / / 9 \ I G °°°° \ r - PROPOSED ZONING:+GU-T KA I f \ / I �< .. ! G � � ° °° \ OOP °°1°* . ° v `�' -' `/ •'� �� /�� \ \ + / ,, i ( ,. l 5'-�R J,t ` -� . // I r °e:` 1 I-ORGE MAIN - TOTAL. AREA 38.a16- AGRE5 1, ( \ � \ � \ e \ e o° � � .,� I / I � / / .� to - ,�� ; ° I - PHASE I AREA 21,3�13i ACRES # 1 } � � � � \ \ _ \ i \ °e °e �� �' ' I 3 �1' r" a { + i J / - . \ r \ Ill v AO O e 4 \ / . .�' / \ "\ r �`�'(91 . ' , \ r r ': 1 r' S� - PHASE I DISTURBED AREA 20.2; ACRES ( I . ` \ v �. e s ® e o 3/4" r' D HYD• ' ,� ,l Q, ` 1 - PHASE I EXPOSED LAND AREA 20.2i ACRES J I / o o ° e / .� 'I, "< \ (�) 314' M.. r , � + / -_ \ MI"1 ♦ e �e I C `{�' / r' \ / / 0) 3/4' DOA .. �� � � :y it - PHASE I ACTIVE REGREA ®ION AREA I.08- AGRE5 j / 11 \ 5\ • O° ; e r=IR i+ Z s .. . . / '< °°° \ , p ! 8�X6" TJ?E ''I/- N -J / :-4:. �.v a / - IMPERVOU5 AREA CALCULATIONS: / # \ / \ r, F J \ / I • / \ - \ � 'i: t °° \ e ° V ss r I z , / :'\ .. -.- �I / I ... TOTAL SITE tPHRSE 1 PHASE 2) ` / _ \ - IMPERVIOUS AREA (EXCLUDING Bt)1LD1NG5) 44,Tbb SF i . \ °v °,► °° \ / oe '�`• ^\ stib� FIB NYp -! — \ \ ) �� \ ° e ° J� b 2 \/ � / �� S'x6' TEE \� _ 1 k 1I/ # 1. - IMPERVIOUS AREA (INCLUDING BUiLD1NG5� = 7DD2�6 Sr ` I `- \ en°* \ ° L� /..'' O A • \ `' ` / . / # . PHASE [ONLY: �, �� \ r / \ \ ' °m m e m • / / d �' r� 1`�`� -S ' t.?l • .� ::r - IMPERVIOU5 AREA (EXCLUDING BUILDING5) = 28"1060 5F (II AGJ (VEHICULAR) r 3 / / \ \ \ �g�� \ ,t1� k� / �rJ � \\�'�fl ( �' �.6 PF� .. '.: / / .,\L, ,' r /® _ I I. - IMPERVIOUS AREA (INCLUDING BUILDING51 = 445,668 5F (IO.3 AG,) _ , \ / / \ \ 'F'`' 1 fi � 4j\` /'Z po 4 0'� - ` � r • r - IME'cRVIOU5 AR_A (BUILDINGS ONLY) = 16I60-I SF (3.'t1 AG.) \ / ` \ Y^ - S / `/ 1 \ _ 8 E B O G - ��� r F 'O 4 LANP5l5, REQUIRED: (SEE LANDSCAPE PLAN BY OTHERS) \ \ /� G - \ \ / b' A\ fi / '� ' I ' i , A J ` /, 6 \\� / 6 �� / �' / "� b� I / b\ r `� ENLARGED F \ 1 f / '� Gj / -LAN SOAPING REQUIRED Jh PARKlNC7 AREA: (SEE LANDSCAPE PLAN BY O T HERS}, -. �' ,. ,� \ ` \ \ ��pr ` % / �j - � S 'L `, � � / r / tAI �ALTOR s / ti / GJ . 1 / / f J' \ Iq.772 AG.� \ P - �," r '�• / .; r ;J� / I 6- ,: -TOTAL IMPERV10 )5 5URFACE RATIO = O.41, \ � �-� k� d / �-� � T 1MPA T AREA: (REF. EROSION CONTROL PLAN) ,��' / 1 \\ \ ` R •.�• G fir' O ttd ` 1 8 �- ? r �(� r ao ro �oir=ar.Tr,R- '� w� / 7- -:i TOTAL DEVELOPMEN G .,< \ �� • �- / s Q4� 1/ ` \ \ r� \ o `` \E ) ' GJ/ : / i Z , ' OVY�fZ TD SGNELI.LE \ \ Hh'�1' R+� �5 At JW 5 u ! ;! _ J \ ,�} J, � � ?}LKt,'-'S A5 tiEGE55AR� ~ '- / � / 0 \� : - RFAGE OF LAND TO BE DISTURBED b EXP05ED:: (REF. EROSION C, TROL •- / Z �\ *� �y;. 00 ,o x / AG a � v,- . ,r - \ \ Lai \ 4 ( �. d . / i '- j. ` � o a n\,' ' � A f \ \ i3t�`�.Ft0±c5 ?YT I �►l. / � • • i Y , 11 • `- �. ✓ . ` .. / \ \ / 4 \ �� `� �V \ ` '� fim / ���b� QC\ �, r , n /�� r 1� ` .1 ti, `.): 0 - TOTAL UNITS: PIS 1. d PH. 2 PHASE I UNIT MIX: �_ / -- / �• ' Ill .. �\ / ¢ � ( �`p \ ., -%• `�,y ,,r _•�` G I J -(�¢G/ �Q Q/ "r r� •�V I l / I (-hr / / f .,, r r 3 I5b I BDRM UN1T5 (O} I BDRM. UNITS 1 \ .+ . �/ fG 1 r'• \ / r r I �c'", l C1 / f 2&4' 2 BDRM UN(75 + (I`►4} 2J'3 BDRM. UNITS f � ,,�!',/ � (�j�y / \P1i1�� •`� \ ` g��6p��� rs /,+r; I -n "t ' ' `J % ! �'� 1�` -`Q { / j/ , t /j (. . -. • V�7o/",0•`7, .•:::.,•. ... .. _.,... ! �R- \ t� � / ,C fop ' i I ,) �' : e• / e• /;, \ I ;,C 108 3 3DRM UNITS = (264) TOTAL UNITS, PHASE I- • / .: ' ... . :':.• '.: / �� I f / EE `� G .. 1 1 I:. 528' UNJ T5 TOTAL / \ \ - / r -� - � : ' '' ri A t `ter° C `� Q `s �^� / �-% 1/ �•�' L t23 / < ' _4 ! - PARKING REQUIREMENTS: \� " -- / `� : y ��� t'?\3 / C�� o - TOTAL PARKING REQUIRED: PH. I a PH. 2 ' TOTAL PARKING REQUIRED: PHASE I ONLY ,- . - -- -� I 2 .302 AG . - . �' \ r f r Z ��,>3 `�,.::::'' 1 / ` ; \ e'xS' -.7" 1 P 404 IqL_�Ain�i ,� I } FIRE Hm / r 8 / \ \2� \ �� j n� / ' .. - - i'� ( F1RF HYD. -, I i /T.S.tY 15 5P/UNIT (156 (I BDRM) X 1.5)= 234 SPACES 1.5 5P/U�IiT ('i0 (I BDRM) X 1.5)= 35 5 AGcS / �, I 1 / 1 t� /�i v 1 - j a / 8�x6" TEE i v, \ •i 1i o d ✓ -� �. / 8f �E= �Il (/ I / 2.0 SPNNIT (3?2 (2 8 3 BDRM) X 2.0)= -744 SP&C,j 1 2.0 5PNNIT 074 (2 e 3 BDRM) X 2.0)= 545 5PAGE5 _1l ' ; \ w � _P b` G.v. �V' \ KING REQUIRED: a{15 5PAGE`5 TOTAL PARK1NCy REQUIRE©: 483 5PAGE5 _ �_ - / % I \ � \ •� � I . . / s \ I '%,� 'S' ` ~`` . / ! r� ./' 11 / /-`~�- �```' c' Gv. 1 , ��`' TOTAL PAR - _ I - '" l i ;j r ��� - _ , . \ MEDIAN G#_05c EX15T. .: * 20% PARKING REDUCTION PER CITY ORDINANCE, `� •` 2Oi PARKING REDUCTION PER CITY ORDINANCE, �s� I / �"' \ (^ � �a 0� � � � ' I s� � � l � . / r .U' �� -----/ I �` � `1 �• 1 I GRQ554VER SECTION IG2, PART 8, NOT!=4. SErGT1ON 142, PART B, NOTE4. f �' �` P1GN# ♦ a off° 1 �,� / / - , 1 �� ' \ °x / y1 - bb / .. � �Ys a3 ,`� 7.�1 / gY G & G (-) i�16 SPACES REDUCTION = 782 REQUIRED `, () q� SPACES REDUG T ION = 386 REQUIRED (/ ��' I ARE Q� \ �' . r%• i' 10 I �" `� � '� TOTAL PARKING PROVIDED: PH. I d P� E- 2 'TOTAL PARKING PROVIDED; P3�. 1 ONLY �. 1 / .:. r ! r1 �Q}/ \ s Q�G 824 REG. SPACES 508 REG. SPACES , " \ / P / �{ 7 A J \ a `SS/ { { -/ '�' �. / f n ry°i �� // I J t 1 o �- ., s� EXGLUS{VE NORTHBOUND 48 HIG SPACES �32 HIG PAGES ` ., /-� 1 r,,.,.-�'''�~ I 3 / �jCC�' CO / s . �3� 1 / �.:::'. / �\ ` �A � �` I ;I LEFT -TURN LANE + 4 GAR.. SPACES I't21 GAR SPACES / 1 �, % � / . . I (? r /4�0/'\ 1,\\ ')V ' 4 2 n ,I, I / / / r \ \ flfl /! 1 /. ,..y r = a114 5PAGE5 PROVIDED. .-• %! 5PAGE5 PROVIDED. _ ! �• l� I /\� l 1 4 . O o��' ,.! \ S / / .6. 4r ! // I t b /" 1 K / 1�� �. \ FIRE. \ .� �'::.' '. / �` / / I J fj t 1 - OWNERSHIP STATUS: RENTAL \ 0 G,OMPAGT 5PAGE5 \ 1 �, / / �°` • /� , 8"X8' T>=>= / .:::":. / / A< `ti / / 1 1 \ \ / / \. � , _. _ --- , I 60 /�• �v� t�4 ` / ♦ '- 6' G.V. r . \ ` ,c�-q G G� �' / .. `' `.: i r J / '< ,� �v � 7 / / -- # # ,r/r / I ,l - i3E1*451TY: - DE NSITY: I . / i \/ /, / / I / o ,,jam, �. � ;¢, / ��, \ / -s \ o� / r . / . �` /© 2 I .\T / ! t I: � l TOTAL: PH.I 8 2 PHA5E I ONL'r \ \ 1 / / t f �.\ � .3 `� Dc4`` /,\�% ¢� \ / \ \� r .f, j / I r; flfl g a ` I r , / / I° s� z �'. ��� w � - �4 \ I, f . �{Y-}A�,.- .::. f 1 /a� v . j I ( J 1 \ m 15.55 UNITS/ACRE 1234 UNITS/ACRE \ / > 'L / t �, �� . ! ; • I X I \ 1 I / n I / Fl� HYD. F ,C� ,`� I �C \ �" \ { 04 �C I : ' t r- .� - \ , \ } I n I / / ' 1 S•xb' TEE / c. I 1 iaq°Q��°�A ' .3 • �. {�`� � I °b� � / "l \\ \, /r .1 s \ , � � :3 q � ACi . � 1 1 ,� /1G� \ � I r I . ? j � I �... m BUILDING HEIGHT: / / GV. / t / ` 40 2 HEIGHT FOR 3 5 T ORY APARTMENTS \ / / I l / \ b,v. ' ) \ Q C�' \x' / u l ::.::.::. ' • .:. , i / G i I o= I' l >ti; -` {p 6, / j / t t( \ e � % ,3 / \ \ / r , I OVE}? 35` (MINIMUM DISTANCE BETWEEN 6UILDINGS 15 2O) �� \ / l \ 1 / r 1 8 PLW \ rt \ .\�� �� ""°' / 1/ i I , l -SUILD NG SETBACKS: / 1 I \ NG. \ ,� �J S ^ :'1:�N>s' .:. \ I 1 5 ar IG PROM PRIVATE DRIVES AND . ARKING ! I '� 0.' / / f :: ' ,i / i .� _ 8' STREET YARD \ ,, / \ .-- .•.- n,,. .... -- -- Qr j �;� FI }�. � � / ♦ 1 -3 =� \ \ �f l \ � . „� _ � f.... ...3.:.::...:.. I -! I; . tT'� F- \ / j \ / o• •.. „� 1 ,, ^� t• •� "•" " T , i \ N \ o� G 1 G p c ~ r ' K) 'd \( ai 0 LANP5GAPING \i' / J / 4 - __ t \ ` Q -'`� W+ 1b �,v: W I. cY r {o� 4v�o q;� b4���" / Z �.r.- \ A A �® \\ �\ ' / \ 1:.' .`' 1':. IS �1i /C" �S' v I ! ` EI -- \, -yam► } ♦ / \ 7: ' , vi eC I Z w � •' 0 ! ,n % 1 \ — — \ ' d.4 P' A 1lr - /J� 0 � V4 � \ � % / I 1 ` . \ � I'. l .` 19 `I � A v LAh1D5GAPE REQUIREMENTS: ` ... ! i (\/ ii �"f t^ Y 4. / \ \` yc ' ~ro, I - r \ \ {� DStj/ cn. :I t�j L , > >( ' ' S�" D Ill \ � � / / \ ` `7 \ ,,,d � is ... ` _ ::�. / i o�p W t ! � � . \ FOR DETAILS, PLANTING TYPES, INSTALL ATION, REFER TD LANF?SGAPE PLAN/ ,, v �` '/ \�\ / \ j l j.'�C'FT Po / / 1 ' 's z PREPARED BY REGISTERED LANDSCAPE ARCHITECT: ' } , ` 7• / / *Z, �t " io / �•r{ � �CCi -- / \ \ R ,�; !, PD9ol, S \ i- 1I '; ' �� �: I OIL t 5A I:i-- �/ / `ti "- Ci DE5'GNATURE ti RANDAL SGOTT RAMIE, ASLA \ SEPARATER —, / / / GF ryo Y r. ;: ,` \ � / \ �'( �Z��. / / / \ \ k \ ` y`� �' \ � � I /.' '' ~ 5115' HANNAH DAWN DRIVE, GREEN5130RO, NG 27455 ` \ r (� 1 (� / / - .. -'C d°d°d°d°d° 2• �, °b'�°b°b°a° \ /t�a`��D��e \,Z ! / tip• _ \ • •/ / \` ��� \ 'h ..:.::. , / l ,� TELE! (356) 282-65a2 ;:. .. I , - f \--� r o F�/ / " oC '� �'''. • \ o a '� \ I , ". :' , � \ ,t N `r \ 1/ ( �\ �. TYPE ^ ,,-, '�o gyp-- `�P Q 1�4 / g \ ` �''�}�' ,-�' /�\ \ 1 " / ..::.::::'„ .' / _q TOTAL BUILDINGS \'` t--\ -\; _Q� \ I, '` ` \ \\ 3 ORY ,\� �r'y oe • , / \� \ •• `� / �i 11 s 11/ a b° E „F W ;E-: t�` ti ' PROPOSE©: PH. 1 a PH. 2 PROPOSE©: PH. I ONLY: t \ ff \ 2f4 UN1 \ \� � `�' / y \ \ \� I 6" �.v.'; 1 d� l I (1) I STORY CLUBHOU15E @5,a154 5f (1) - 1 51 ORY GLUBHOU5E @5,,15 , 5f \ I ` zu= 2' ` \ bOM (2s,7 B`DRGD �fi c• / •� t`\ \� - . /j/ / 1 % .'1 I l H/MAINTANGE BLD. @ 416D 5f , (3 - I STORY GARAGES (� BAY) #,�1 5 5f \ �4 ` RPz `` '� - \ b 7�BF , M, � / / ?'C a� cJo / / �'' ::' 1.: I I l / - :' 1 fr (I) I STORY GARWAS ) I �• z' Lb ,Q \ � �1 - 4C M \ , • �,N \ / . / I .. (I p t fi E � / y r%.•'''' / .::::.' f :...., k I '. 1.. I r. f I �G�i �c od 6 (6) - I STORY GARAGES (i BAY} I,�I"i5 �f (11) - 3 STORY BLDG ® 1G.623 5f (24 UNITS) , �'�\ _ v \ � 1 48 -- (f'AiiG) /'c� / / - /,\ ,�'�/ / / j I k /::'. die N .., . t 1;Z,Il � I \ ., /� F: E 48 - _"..--L — / ,> I / \ J::::':'.. € f r t - � 1 f 4 UNI TS "�- \ `� `� � \ \ '20 � .;:: ,\ I / / . • '..... \ / � `.::. / RY BLDG 0,625 5 (2 ) 128,-332 TOTAL S.F./BLDG5 ( BRICK /SIDING \- r/ ry I 1 1 / ;:':.: .. R ! \ aU (22) , STOs , _ \ \ d \ \' / / ' (� ,.\/ ; ` C / / y yp . I...... I / l 4 ! .\ 57 l = / / /. 1 9 '� 252,410 TO i AL S.F./BLDG5 ( BRICK l51 DING FRAME! AND FRAME 24 APT. UN1T51Bt)1` ING \ \ \ -� - ry � (\ 1 I \ / _ '� Q / \ \ / / / }.: ._.' . 1::. I ! f / / O , t 2 24 APT. UNIT5/BUIL IN6 '� \ `` \ I~--- - r • • , I { / II HPd9C.AP RA 4"S A7 ALL 5f0KAIA \ } '1 I �II INI .i10lty" IYPfC:.N ' \ I - ; I4 I' N 1'':\ :I a. � \ 1 1 I In \ F Xa.e ' I � I 43 EXISTING BUILDING: PH. I & PH. 2 = N/A �/ `` ) 1 • ' ma's �:.;:-, _ ti G / / / I ♦ ( - 5 ( D SLOPE •�'� 2�° _\ �.. \ \ z - _ / �, ��y� �- ; / :: I::t: :: /` t 6-r �4 7'p ! N�-ON5LOW EMG GRAD i1i AN �, ��. \ \ ' \ o \ .,/� _ I I _ �( 0 0 ;i .- `'-' �fi� 0 I POYER COMPANY JO ES >` $ 3 �,, \ \ 7 �, _ d1 THtS , ROPERTY 15 LOCATED ON i'HE G1TY 5 SIDEWALK PLAN EAS M ENT �'� Q r, - ! \ _...,.., \ � -, �' � . � -. ' ` ' �" ` - �° 4 , P 0 a > t5� \ C1 0 � 3 T _ - GOND1T14NAL USE PERMIT SOUGHT- APARTMENT APPROVAL 2272 Q. FT. • �`� \ \ — \ \) A - t \ \ I �Jj�{�'� �. -- P . &./'� df\ ��' % _ ' :: ` j' } pr`�-j�. ' \ N 0 _ 3`y z ALL EXTERIOR LIGHTING WILL BE POSITIONED A5 TO NOT ADVER5ELY 3 �� ` �- �j .� V I /'':'j''/ T R A WAY TRAFFIC AOR ADJACENT PROPERTIES. %"J' 1 `4� „� � AI=f=EG O D 5 r� � � -• � � � \ \ \ `` .. r�/ ` / \ / / ,. ' I �t'�?�' ' : ` :'�' '::%::. ' ' :.. / '' Il ' .' .:.' trrl ::� :: �F� ` : �'6� >-• -' I I N AT AL R 55 KS. �a C- \ , \ I %, :.. /:::.' ' ' . P-R T SUPPLY P1=DE5TRIAN GRD55 NG 5 G 5 L G O WAL "1• s � � / .� � :'.�':......:. /."'::'' ;'� - „"" \ .`�:.. L�6� ! - v DEVELD o ,o� .4, T -� ll \ / ,,a r /: _ . � FBI N G I Q 5� Ey p a \\ '1 !wl.J — l\ \ \ \ J � r -+\••. ..tea- `/ -~-.. .: ::i':'':' ':.,.. RETA3lUNbt L... ":': `~-�.: AREA z v ", o\� ``'�` \\.NCO, \\ \ \ \ t I / . \ �/ -- -.` ,-J O �. -�f �\. \ ti . <'.... "::1 tea;:::.:.:;:::;.;. :�:. / , t- S! D...1NAL. . O I r. \.. ` \ � , f \ ,n �.. �� .,..: / ��� a All Sidewalks bho1l Fie free of cracks, breaks, or an other =BHP WESTERN / \ J� \ '_ - I / / /''� / rr GIefEGt Prior to reGeiving Q GertlflGUtG of Ot:GU(3Qt1Gt� D,B.146D \ / N P.3 ,6 / \�. \ \ \ \\ \ — �-�.-•�- �., N -- • , ' . i:. / = :�.: \ / NT1 N POND LAt p ; - r SU.." �/ DE T E O '�IDSGAy I`G-�: b 6.V. z VACANT \ \ \ '� — �- — •,r .-..._. � ' ...../ :.:.. / / .. - - '-�.G- r Q \ \ �~ --- --_ \ .i~ .�:.... r' a 5a11 L F OF 4` GREEN vINYL COATED GNAINLINK r•ENCE (I6' Gate InGlvded) '` -- �� r- V O 0 V v) 0 L \\ ,2e� e \ I- �1, d '� Y Y / / ` --:i!�:' / \ / (1^� 5C1[ Lr DF R)=CJiRED LANIGAPENCti): \ \ \ / \ � �. /...... / \ \ \\ �C1CJ.�O / o / .... ..+ 1 Y f i k+ / /. ,�. ,` �, T Y - 24 UNITS \ \ — — - , — — _ ,,,... t� �.�:: / p✓ l /••�•� / } O CJ G3 �' ` FRS- ... ~-S"�'•`. �s....= ti=� �. \; ` / . / WESTERN 0 \ ` / I,�.:' '::t :' ... 1 BRmZEKA%y 5REEZEKAY D•B.I460 '�jA \ ...''. � I'/ N/F P.3016 \ .:.. /' %�\� _ / "'' :,, }.,.: ,;: /';1 EXCLUSIVE NDEZTHBOUND 4 ' \ I,,..- �� f \ \ _ /"' � ` I \:... oQ / LEFT-TURI`l LANE \ I / \ ` /.: A R �, ♦ / AF- : N �� {Sy, \ �.\ - \ NQ ` '�'' '1 �` t \ \ \ \ .• U SFr ti\ t e x8 TEE C� \ \ \ \ \ r •� \ \ , 2 \ . 1 y C' I \-�� s,, 2 � -,,\ .� \ 2 � :\ ;-5 ,.v b �!\� O� / �'�, I _t7 \. .c''' Gj I \'� C7 I .�\ \ } �� �I, END 510eriALK k I \ ~ .•�" N/F . � '/ CITY COMMExT5 10/2voa TM CITY WHMENTS 1120/05 JJ 011Y GOMME1�1T5 12AO/O8 JJ CITY GOMMEIIIITS IZW/08 J.I `\``\,k ttitltrtrf�* �.�� p ram,. •}:�` �'�. �� r z SE = C72i�'I r � 0 ttttttit4 . tr b r z O z ��? vd � Gov � � IYoz wp N 6S� z v 4 SITE and UTILITIES PLAN END PA Q BNP WESTERN .,>�\ D.5.1460 P.316 �< \� \ SCALE: a- MEL\/IN R. 1 VAGAN . �� U- SUGG BHP' WESTERN ZONED B•-I `�h ELEANOR N. w P.8.1460 A(f,A PUMP STATION NOTE: 4 GRAPHIC �S'C.ALE' 5UGG ) \., 0 60 30 0 60 .1,20 D.B.1013 F.733 1 VACANT � VACANT I ZONED B-1 °a• ALL MODIFICATIONS OR UPGRADES TO EXISTING 1 ZONED TGA T`rP• APARTMENT BUILDING LAYOUT u' PUMP STATION TO BE DONE SO BY OTHERS. 0 1 INCH = 60 FEET L Q I HEAVY VVY: I" SF Q5A ��'��'������ ' �1'9 il1/�1 2y 1 ROB 6p A & L %"�L�/ . �,rc4W art FLM FM �5t Cce�aAI /`OJM WAVY Wii tr: (IirY'P�'i� 7•= aam om.Y, LIGHT VM: I" 5F 45A 2'Sa.SS + 6' A56 ���W'igl v_ _1 iR1 #J ZONED 5-1 MANHOLES GREATER THAN 15' IN DEPTH SHALL BE 5' MANHOLE5. 5EWER MAINS GREATER THAN 15' IN DEPTH SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE. NORTH CAROL! R �. ` V W ATE t DATE : 5/20/2008 PRO�EGT: boa-07 DRAWN BY: Rl' T SHEET i;,' k , kINAr•7F_ GAL6ULATI0N5: RATIONAL METHOD (0=0IA) 10 YEAR STORM PIPE NO, AREA I TOTAL AREA GOEFF I I RAIN FALL GXI RUNOFF (GF5) PIPE 51ZE NEEDED I PIPE SIZE USED LENGTH SIZE 5LOPE GAP. 51z� 5LOPE I 0.06 0.06 o.6a 6.80 4.08 a.24 8" 0.15 0.24 1 8" 1.00 q5 I! 2 0.87 ! 1,74 I 7.10 IS" 0.44 '1.10 1 Ely 0.44 250' f 3' 0.32 2.06 I 8.40 18" 0,60 &.40 0.64 70, f 4A 0.53 0.55 I 1.55 15" 0.05 1.55 O.88 54' f 45 0.22 0.55 2.54 1 15" 0.12 2.24 15" 0.45 145' f 5' 0-50 5.II 1 12.6q 15" 1 1.40 12.69 I8" I I.67 144' I b O.Ga O.Og 037 6" 10.44 0.37 roll ( I.14 70' 'I O.Oa 0.18 0.73 < b" 0.34 ` O.-13 8" 1 2.4-1 105' . 8 I 0.08 O.OS I 1 0.55 6" 054 ' 0.35 6" 1.04 77' , O.O� O.i7 0.6q I 8" 0.32 O.ba 8" I51 . 12b' , Io 0.43 3.8�1 [ .8-r 1511 24" 0.4a 15.87 24" 0.4cl ' 1q3` ! !1 1 0.G8 0.08 I I 0.53 8" I 0.35 1 0.55 6" . I 1.00 70, 12 0.08 0.16 1 0.65 8" 0.24 0.65 8" 1.00 12!' I 3 O.I4 f 0.30 I i f.22 8" 1.00 1.22 8" 1.00 6I' 1 4 0.07 C7.37 1 1.51 10" 0.48 1.51 !O" 138 ql' I I5 O.GB 1 O.Ob 0.33 6" 0.54 0.33 (0 O.q5 '741 1 D.11 0.1a i ©.-i� 8 0.40 77 D. 1 8" 0.53 47 ' .7 O.D7 ' O.a 7 0.2q 6" 0.27 0.2q 6" 1.01 G4` Ia OJ I 0.5-7 L51 10" 0.47 1.51 z. 10" 0.60 84` 1 IQ D.02 ` 0.3q I 1.5q 10" 0.52 l,5cl ' 10" 0.72 104' 20 D.3b 1 0.75 3.D6 15" 0.22 5.06 I I5 0.77 13' 21 0.38 D.3& I ! ,55 15" a.o6 1.55% 15" 0.31 225' 22 0.47 0.65 1 5.47 15" 0.2q 3.4-1 I 15" 0.5q 17' 23 0.00 0.05 I 0.33 6" 0.54 0.33 i 6" , 1.00 7i' 24 0.24 0.52 0.60 6.Sa 4.08 1.31 loll 0.36 1.31 I 10" OAq 8I' 25 1 0.42 0.74 3.02 I 12 0.70 3.02 1 12" 0.74 67' 26 1 0.14 obe? 5.5q I 15" 0.50 5.5ci 15" 0.7q 76' 2-7 . 0.54 2.27 q.26 I IS" I 0.75 41.26 18' 0.76 111:2' 28 0.35 5.37 13.75 € 24" 10.54 113.75 24" 0.36 153' 2q 0.36 3.73 I 15.22 24" 0.44 `:, 15.22 24" 0.5q 17' 30 i 0.55 4.08 I 16.65 1 24" 1 0.50 16.65 24" 1 0.50 1 !60` 3! 0.25 0,25 I 1.02 8" 1 0.65 ; 1,02 8" 0.76 Zq' 32 0.26 0.51 1 I i 2.08 12" 1 0.34 2.08 12" I 0.4q ' 61 ` 33 0.1q O.ZD 1 2.86 12" 0.63 2.86 12" , O,Sq 1 146' 34 0.33 ' S.i 1 1 20.85 24" D.bO 20.85 24" 0.82 I 140' 55 OJI 4.00 1 1 16.32 24" 0.52 16.32 240r 0.56 I 18` 36 0.41 �1.52 I 55.54 36" 0-:52 58.84 36" 0.32 q3` 37 0.45 0.45 1.54 15" 0,08 Lb4 15" 0.55 171 ` 58 0,4.4 0.8ci 3.63 15" 0.52 3.63 15" 0.67 151 =t 0.45 I.34 5.4-1 15" 0.7I 5.47 I 15" 0.72 201' 40 0.11 1 1.45 5A2 15" 0.50 5.q2 15" 0.82 04' 41 D.44 1.8q I 7,71 15" 0.52 7.71 ` 15" O_ .. 42 0.07 0.07 1 0.21 b" 0.28 0.2q ' 6" O,Bq 56` 45 1 0.07 0.14 0.57 8" 0.22 0.57 8" 5.46 52' 44 I 0.4q 2.52 I 10.28 I 15" OA5 10.28 18" 1.01 _ Iq8` 45 i 0.44 0.44 1.60 15" 0.05 1.80 15" 0.55 144' 46 I 0.25 0.6q 2.81 15" 0.19 2.81 15" I'll 18` 47 I 0.6b 3.87 15.7q 1 24" 0.46 I5 Zq 24"` 0.48 115' 48 ob7 0.67 2.-13 I 15" I 0.I8 2.73 15" 0.77 110' 4q 0.3q 1.06 1 4.52 15" 0.43 14.52 15" 0.46 105' 50 0.11 1.17 I 4.77 15" € 0.52 1 4.77 15" 0.53 l68` 51A 0.55 1.52 I 6.2I. I8" 0.48 7.43 le'" 1 0.50 20` 51B 1 0,50 I,82 7.43 18" 0.48 ` 7.43 18" I G.50 70` 52 a.07 I .Sq 7."71 1 18" ' 0.52 7,71 18" 0.55 12& ` 55 0.21 5.q7 I 24.56 50" I 0.54 1 24.36 50" 1 3.q& 1 101' 54 0.10 15-=A I 1 65.60 56" 10.67 163.60 56" 2 1,00 1 20, 55 0.51 1 0.61 I I I I I < 5.50 15" 1 0.25 1 3.30 15" 1.15 1 78' 56 1 24.44 1 24.44 � I gq.71 3)-36" 0.55 1 gq.71 (2)-36 0,77 1 3G' 57 26.00 I 26.00 0.60 6.80 r 4.05 1106,08 M-36" 0.56 i106,08 (2)-3�s`! 0.64. 1 47' IEOPLAST ;GP .GP :GP :GP :GP "o" IEOPL.A5T IEOPLA5T IEOPLA5T IEOPLA5T ;GP "a-1 IEOPLAST IEOPLAST �EOPLAST 4EOPLA5T _UTURE :UTURE :UTJRE =JTURE 4EOPLA5T ZGP ZGP Z> :P 4EOPLAST 4EOPLA5T 4EOPLA5T 4EOPLA5T ZGP ZGP ZGP ZGP 4EOPLA5T 4EOPLA5T 4EOPLA5T ZGP "0" 2GP $loll ZGP "O" ZGP ZGP ZGP ZGP ZGP dEOPLA5T qEOPLA5T ZGP "0" RGP RGP RGP ,loll RCP RGP ZGP ZGP RCP RGP ZISP ZGP "O" RGP RGP RGP NOTE: €7.1. '& NEOPLAST- (TYP) TOP ELEVATION IS TO TOP OF GRATE ELEVATION IS TO TOP OF CURB ELEVATION IS TO TOP OF CONCRETE LID STRUCTURE TOP INV. INV. STRUCTURE TOP INV. INV, NO. TYPE ELEV. IN OUT NO. TYPE ELEV. IN OUT c O NE'OP�A„T 49,10 47,10 JG N=uPLAS 50.00 46,90 P 46.90 r, ; 45.00 (1) 44. 50 47.50 CJ. 49. 80 42, 6 42. 60 44.60 (55) O C.I. 49.80 42,50 42.45 u.,. CQ ^' 48.00 43.40 43.35 GG C.I. ,� 49.8u 41 6", (30) 45 0•' (33) 41.60 0 C.I. 47.40 42.9Q {3) 42.80 43.50 (4B) 8 NEOPLAS T 49.2111,47.20 1 C.1. 47.10 44.50 (D NEOPLAST 49.20 46,60 46.60 f C.1. 47.10 44.20 44.15 JJ NEOPLAST 49.20 46,30 46.30 liD DJ, 46.60 40'40, (5) 35.00 43.50 ;7&9) „ G NEOPLAST 48.40 46.90 LL C.I. 49,60 46.60 e C.I. 48,10 4a,15 45.' 0 0 NEOPLAST 48.40 45.10 46.10 NN C.1. 4$. z 0 45,00 44.95 NEJPLAST 47.70 46.2G 00 C.I. 49. 0 4',50 4,.45 IQ NEOPLAST 47,70 45.40 45.4'C PP C.1, 47,50 42,35 42.30 C.1. 45.10 37.05 37.00 OO C.E. 47.50 42 2�} (41 ) 44.5(j {43) 42.15 36.90 (35) 36.85 C.I. 48.1 v 45.00 �=� {14} RR NEO 4 A5T 48.80 46.80 40.45 t34) NEOPLAST 50."0 46.17 SS NECPL AST 48.80 46,30 46.30 (D NEOPLAST 50.10 45.47 45.47 TT C.I. 47.60 40.1 (44) 40.10 4�.80 {46) D NEOFLAST 50.10 44.26 44.26 UU C,I. 47.60 44.60 � � PO NEOPLAST 50.10 38.16 38.16 VV C.1, 47.60 44,10 44.00 CL � (a) FUTURE 50.70 49.20 39.5 (47) a'Vv D.i. 48.30 40.I4 (52) 39.50 50.7C' 48.50 48.50 XX C:1. 46.80 43.8'0 zFUTURE Q F"JTURE 5O.7v 48:25 48,25 YY C.I, 45.90 42.95 42:90 a� FUTURE 5�,7°� 0 49.20 ZZ D.I, 47.5� 0 42,40 42:35 0 U N OPLAST 50.70 47.75 47.75 OA C.I. 46.60 41,45 41.40 C.1. 49.50 47.0':; 46.9C �' B� D.I. 48,30 40.90 40.85 46.80 '20) C.I. 49.80 41. 43.45 (27) 36.55 (36) C.I. 48.60 45,80 m �39.1 01 48.30 0 (53) 36.50 DD � - ..E•S. 36.30 ii �. ,- • v ,,.. 49:30 45:' 0 45.05 0 [I [�\ r, .: 0 ;.J. 49.30 44 .9� (22) 44.90 EEE F.E.S. 4.5.50 N 46.30 (26) = FF EOP 44.80 t AA NEOPLAST 50.00 48.50 0 to 8B NEOPLAST 50.00 47.80 47.8C GG) EOP 44.50 O CC NEOPLA- 50:G0 47.40 47,4C(D 'I EOP 4fl.8fl ZI EOP 40.50 4 \\ CI 45,80 44.3 41.25 ` WJJJ p`\` 7 - v \\ o 0 o AND SLOPE .3 MEN- _r, zWNER `TO OBT FROM-ADJAGI 13 u Y�ALL NOTES: C, - , INTO AD.1 r p ,,PT EN6?NEERIN6 15 NOT RE5PON5$LE FOR WALL DESIGN, ` SPEGIFIGATION5, TYPE, AND/OR CONSTRUE T,ION, INSPECTION OR O INSTALLATION OF WALL5, WALLS ARE SHOWN TO DEPICT ELEVATION \ � CHANGES ONLY. CONSULT WALL DESIGNER OR 6EOTEGHNIGAL ENGINEER ( 0 FOR ISSUE INVOLVED III T H ANY RETAINING WALL 5HOWN ON 51 T E. t) z 9 ; \ I- IZ ' u (i T GRAPHIC SCALE' O50 30 0 60 120 _• mrl/ 1iI 1//.•'off t//'l�) 1I1 tlll///-^^nj TO POND 1 ttE//�V1I ii1 TtI Ott ., �11 iI[ EE1\�EE1 ((/�'% iiL111 }I!-'-�� y�/ tJ/'{�! 1J�1�t t11• �) {t}�'!� 1�V1] t//////+`[ f4t'�• ' TIJ�(LC !�'.,\f1 , . .:... .-- - -- ::�.��,• G 'R�� ors =� I 3MPERVI OU5- 'A,A �./ \I i �V 1 I li E t i i i 1\./7 +i... V •`/ ! �G • J� t �A ! �AV 1.::� ! �i �A • �f�l;�.:f.Y.,,_=a��7,.' . . -.� c ' `�� I v 3.11 AG. BUILDIN05 (INGLUDE5 P0551BLE 3 BUILDIN65 IN PHASE 2 THAT WILL DRAIN TO PHA5E I POND) _a GITY COMMENTS €0/22/oa TM `� 6.5' GONG. 51 DEWALK Iv.:• . ' - �• I'T -' �- 2.36 Ac. 5 i REETS Q'::' S. hsrs8r , GITY 60MMENT5 11/20/05 JJ FROM FACE OF CURB `' m �u ARKIhG LOT T A 55 FR :: -;`;:':� ..:.'....:'' : >:."::.: ,, ' 2.5q A�. PARKING (1NGLUDES POSSIBLE PHASE 2 PARKING LO GRO ®M BUILDING a) - - 4':: GITY COMMENTS 12/Ip�Qa .�.� c' • O I.64 Ac. SIDEWALKS,,i- _:.' :^a ��a -::.,: ` - c�4 °a�, . GITY COMMENTS 12r30/08 JJ -.---- 2�o GRADE ..._..._...�._ 5 STORY - 24 UNITB ,N- . N.� : 8 . TOTAL 10.3 AG IMPERVIOUS TO POND 2 F� _ _ ��- ,7 4• 10 6 3 5 <� .. .. O I .___ :64% IMPERVIOU5 OF 16 AG. DRAINAGE AREA TO POND u;,� 4" ,,pN ,RETE ��zEwAY SR �z�way _ Vie. _ - ,, . Ater 1 - , �a Qom' • l� 6 y`` IF TURNDOWN SIDEWALK IS USED 1NBTI AD OF CURB PROPOSED! PH. 1 ONLY: - ... - ' ` (i - I STORY CLUBHOUSE ®5�i54 5f _ . THEN 51DEWALK SHALL BE 6,5 FOR A CLEAR 4 ) � "'y,� _-. '� mil'? Y. . ... _'cam ^o35 f:�a o_na::: �cc:.:ar.:ill_ ` . '...':' :? I, (3) - I STORY GARAGES (7 BA.'Y) ® 1,g75 5I E REG?UIRED. :: ,,::...�.. :.- �,, HANDICAP AISLE OR WHEEL STOPS WILL B f _ MAl; �. (1,) 3 5TOR, 5LD6 0 10,623 SF (24 UNITS)La . �.,�. RI K S{DlNG - ,•, r , - . k28,732 TOTAL 5.F /BLDGS (8 G / - FRA 4 APT. UNITS/BUILDING _ �. AND ME 2 �= cnvso*�`: s': ':. -r. t. S�GTIQ1 TYP, APARTMENT BUILDING LAYOUT VIiIIT _ ���+. :., a : :. NO.,T...Tp 5. GAL Zell Fork ;. - `. :'; AR r ...::...,... t P KING LOT :... , S p :..:: . HA 2 .;::,.. , S ,...: a.^.:c :.� ' Off•. C.. t ••• A A TD PO1\ID . ., F -: ;'.: • . �RAINACa= .. �: I a b (51 AG I'll I. - 25s S. f�ARIrvE 8L t0� . rt �.. .J� •� .m . 9 i _ .,-p �: 4 G G ", ;sari -vibeI.r I ,� l _ �.� �... - / . a.'N C v� ® t . .. PROP05ED 51DcWALK it 1,li- '4?" 0 �® 115e tr ,-• �t 4e \,X 20 tip , _• -I ,._-11 � r � \\ PLAN VIEW 5e 2 ?O, �� 0 d \_.•. t 1 1 ki ip�AiilO ,5ow / ��� 50EVi,.AL< 5ECTION _ / \ \� �\\\ �41� _ N.T.S. r__ � � � 9' \ ®� \ ` \\ Q ` \D \ t13 �- - \\ �\\ I - r- ---% t / IT 2 � 44111� / `%% , \ k � \*\ / \ , 1 , /,, 1..I I I � \ \ a ` \ r6 q 1 \ BTPRMY AT�R NOTES: \, \ , - -Ise a \ Q \ - - " ; �� �\ ,� t \ \ t 1. THE ONNER OF TH15 PRO,:EGT MAY BE E_1615LE FOR A PARTIAL ! Q ® 'o \�O\ CND _lP a \ �'' l -A \ REDUCTION 1N THE MONTHLY STORMWATER PEE THAT WILL B>r ASSOCIATED ' p `� �6 OOry/?'� r ��� 1 ` \ l -� N1TH TH15 DEVELOPMENT, TO QUALIFY FOR A FEE CREDIT, THE OWNER ' I \ I`�' o �+ 4e,r0 0s4°�ei `� 10 I I WILL NEED TO PROVIDE TO THE CITY ENGINEERING DiV5510N UPON \ (}r f� o S• o.'ji�'°`"�' °°y� /� �N11 ,, 2�, ZO ` r \ // I I COMPLETION OF "'HE PROJECT A COMPLETED CREDIT APPLICATION \l °° ° • ` '` - -L � / � ' DOh7 \ l / -. I I t ACCOMPANIED S'.' A COPY OF THE 5TATE-1SSUED STORMWATER PERMIT ! 1 + � � 4 � \ / 1 P THE I PLANS. \ 1 I / \ �` L o ee°\ / tj. m sy N / \ zA5 WELL A5, A GO Y OF 5 TE \ 1 e ® _�`V •.,,, ` +Q,, •a \ 1 $ � .11 \ \ t + t >- °e4 , , � \ ® / I \ C \ I / o e / j 2. THE EXISTING DITCH BANK5 ARE NOT TO BE D15TURBED AND IF \ j JIB j + ��,� ee°e / �4 \ \ I� t ( t 1 t EXISTING DITCH BANKS AR EDISTURBED, THEY SHALL BE REGARDED�0\ 1 / U%. �¢ •ea• \ ° ° / •�.. j \ ® / \ 1 1-0 HAVE 3, I OR FLATTER SIDE 5LOPE5 AND THE GENTERLINE GRADED ,1. i \ �p (f� \ ° °e �'{ 10\ /'� / \ t ''� x f \ TO PRODUCE POSITIVE DRAINA6E. \ / I I ego �ee / % G'��\�� 11V / � ,� \\ ! I I 1 \ \ o „i \ \ # />�. �I e° pl?,q �I �� Ike \'y 0 / < �& x // ,,' '5F� I I I t 1 3. 5TORMWATER PON05 W1LL REDUCE PO5T-DEVELOPMENT FLOW5 TO ' / �� 1 °• ARE �, I`' p / \\ �\. , w \` \ �le / I I I AT OR 5L_LOW PRE -DEVELOP MENT FLOW RATES, THUS ANY DOWNSTREAM , ao a c' 0 ��' Y-- ♦ / \ \ E \ STRUCTURE 5HOU` D NOT BE REGEIViNG ANY ADDITIONAL FLOW CREATED tAl I \ � + ACT�ve k $ \`� Q b' /� s \ \ ' O� W TI-A TE I �j t/ ,, M �`� I e °o° �- - RECR;=ATfor+ AREA \Q ACT) x� X \ `� t i 1 ) B! THIS PROJECT. \ y i ++ 41,212 SF i I * AG. �� ATior� AR: A Z F' GN1G � / 0 \ b� / � I �"b � 1 � I Y-,12 SF / i.06 Ac. ' ,•- loll �', \s, / / // I \ \ , \ � #; / Ir / `,`�����,t><;j���i 4. MOSQUITO POPULATION ON 51TE WILL BE CONTROLLED BY T! USE OF 1 1 1 1 e e X / �D // aQ`�' ) 1 / ! 1 \�� �' + Q� �/� MOSQUITOFI5H (GAMB-j5 A AFI=INI5) AND VEGATATIVE PLANTINGS ON THE / `4 \�� ka. °°o j '° ��/ P \ / / / Q pz., ., " - PON05 LITERAL 5HELI+. MOSQUITOFISH AR EXTREMELY EFFECTIVE AT LIM TIN I 'I \ \ P °°° \\ ,,� ( ° � ' , / x � ' ." -, � / / l ')1 - � < . • MOSQUITO POPULATION GROWTH IN NORTH GAROLINA PER NG COOPERATIVE , q�4 0° �QO ` °-� e ° ��� `� ,' ,� / \\ gr \ ( % // / '- r EXTENSION. AL50, CERTAIN TYPE5 OF VEGETATION HELP CONTROL M05Q'JI 5 1 \ a °°°° \\ -�'A a 0 e o / a ! �'� \ ® / / --( � � = - - - • t� 11 02444� = SUCH AS THE FOLLWIN6: DUCK POTATO; ARROWHEAD, ARROWHEAD, SPAT DOCK 1 I ® \ s x6 ,�0. e °°e 0 / `� Q� v - _- �NA =AF Pl K" '= WEED (BROADLEAF) AND SALT MA H \ ` a \ ' � °"° ® e ''� s. � "`� PIGKERELWEED , RROInI.- ), G cR�L ( E ° x \� `� / / / 6 \ / , Q/ IC Y/ - • . . BULRUSH IN STORM`rrATER ; AGILITIES. ' \ ° , °° o ° / '•', '•• F .`1 •t / K, \ s i °° \ " $ �i O NO a a / / / �` \ \`�� i ti ,/ , ��- I �, ���� \ i "I\ \ e 10 �� 6 °°° V \i� ��\' 4eeo°L°w° / � _ ,���/ � // \ Q ��1\.-��� I // // � ��� fit b. i x�� its \ °° \ ti�Q .. !� 0 �A / N � p�� \ /\ / `�j�} V _•�i // ' 11ti11t+� L -0TMP fk%l \�\, (D6 �p ,p \ ., , //�-,f -i \ I 10ir F 7 ,\ A _p w / 43 , . , �/, J r �%1 . 1\ \ \ \ p�. G� 1 i0\ ,q F•� 1, / � r a J Ct7lt'l4TpR �a/ .Cj r 4 01 1 f p k5) ` \ \ I`w 5 / /Q � 66 bA � .e / E� HA�,.,�• F_ 2 \ \ \ I ` /\N 3' Q ej\• I i� ,- � J K r 3icrp5 ,S \ 4 19 I//// o \!/ / c � ovreR To scN • , lu /! I�.6F�I AG.�' \ �.\ � 41 z► \ \ } , �� \\ ••p�D �„ W � / �.,. /' • ` �. � � '�t � \ Ift �` r r� � sr � \ / la.or , 0-4 - NNI / I I Q� I's "I "�, -- *�\\-\ , \ \ ....?- I , j.-I \ 01 -p / � _ ..,� (�)\, , //// 14 - -j �_ -\ 0 / - �) �- '� ¢ '" \ c9 / // tX k 1� pr \ \'�'� / i sue/ ` 1V • Ill M� \ \ ,,,-�-OF-�>,�*Q ) jz 0000_'---- - / \.w I /l l / I ,.r W / R. / D � �, ' x ,yam,,. �� ,1'' .i r ,r. -- ' r y �� . *%% -I- -, I \ /) I N N *� j , I ,_ I I I I t1l �. IL (3 I I je I - �� \ e _­_ '_11 // 'Ic Q < `� eA t�11*1 1-11, - \ �\ A, .11 aA� I '11_� .." " 1_� 11 0 < -71P uJ �) _j / 1-11 .,_=e - - . 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I I 1 I: I nIf I � -.-.� �•/ j ' 1 / '" . y ' e '< '�firAt / \ \ / / i j jE 4 11 �t�T �' �-' > s► °a` `' a a� � � /� // ';�„"`♦ A � � � 9, � � ` � � t \ �/ pfT � r � � � � sn 1 1I � a -y� � � � .L CX - C1 i - . / > - i V� '1 \ ` a I / \ Sig ` b 1 \ \ � , 2 +- O ,::::,_•t t ~ g f @ ( (Y J -~r t 0 'f r: I \ �� ~r� o f sr D Q i` _ u ._ t' ,• w�• / /:' ` / `' _ '°'ram, J2� d \ °� \\ ? �I I, 13:o .,*: ,� m < g t� p 4, 46 ! -i 1,. r k p��\ O ,•'• -" , . j' �' .. ' 8$. /lyF © t ��t j( / -A - �L ',7 fir J r ? k / /. / / �._ 1 \� •I i .�...----ii �` / J t &� I I l /Q� , i' � rAw:rp Ra.� AT ► LL sfora \ I ��'�Ii, � rf\0 ` / bs' sl r \ , / \ t1� ,��� , . i ' ::: . / /.. / fHccrla� rrk�,rf / r_ / ,'a ill �( %� j ,t1•�••i\ i rr r'r'Cl\ \ ¢� C a / J �(\ \�' / �,/ f g .•..i .. f/ ' 1 \ ,,.''� \ t ay �\ �" \ i/ r. �`+�,ti f n•�� nA ` 5/ �0�to} cy/,j�'0 1 ,/ /! 73 bs /, _ \ ` f/is � ' \ j t \ 3 V 7 4$• + a , \ . jI) & ~ \ 5�opo' \ �, \/�� ., � ,t I I , / / .l�' K r - 5 \\ F A C'\ ..--- 1 �' I%D 5 /-1 �" 1 t REPAIR CURB i = / / / r _ a_ 1 / I \ l C'ttTER THIS 51gE • \.,/ I •' ,� 6~1 r3PD 2I?OM, 12 s'' ' J y ��� i % 1 I I I �► b ,"� l --� v'J "` PG �b�� �' • 1 , 1 I I /. I� � �� I � \� � l � \ � �� I \ ,, OF Mry AN lu < � --- ---- �:... (PA i IOj_' "~ \, / - --_ I I I / \ �� .,, -A 4', • /�E 48.ZC% .,-� �.. \ \ / i /'/ _. -- - ,` t \ I I l / /. / z / �. \ \ �. / i \ sn� y� 1. t \ LL! t ( \ R I ! 1 ' iI Ia 4 O \ I q$ \ / �y O ... I.../' 1 \ sll / A -\ I--,' . Ar . k IN N \ � tu 31. �D �w4S. .O S \ I : •i' at9 4> 0 i �' ! 1 1•L� / / / �,< \ I ar 1`1 ��''° `� \ \ .. l - y •(/ ti�� /./ • ' I l ...t I e 1_1 . -_ - :E / 6.1 �. \ / 0 \ `o , , �\ ' � h% r`` �,0 '4 I :I - »- -- i / t l 646J Uly/ 7 / , \ I t \ \ ;� • 'Pi�k '� 11 ,� ,� I 1 �� C1: - A y 5 1?-ALc „ co,. ° , , ! � / \ R-30` I \ -- PERMIT NOTE5: AN EROSION CONTROL AND 5TORMWATER PERMIT DILL BE REQUIRED FOR TH15 PROJECT PRIOR TO ANY PRE -CONS T RUCTION .ACTIVITY AND INSTALLATION OF STORM DRAINAGE, PLEASE GONTA6,T CI TIT' OF JAGKSONVILLE, PUBLIC SERVICES, TOM ANDERSON. 1 / - 0 1 IN'CH = 60 FEET N/F `'�, L MP1 \/IN R. \ 6 r 11 I- , - - , [ ,I I 11 ram, - g r Ia ' \ / � v 4 t / \ \ `\ GRAD I N6 and \ '`tyl \ \ 5 ram. Qy / 1 / / / - - S�� .. _..,+-�°a k'� ��� \ \ \ �' \ \ ,I,-,,,-'- le ��/ / O � , -_<__lI I\ --, " -.,/ /RI '' EA /, �I D�1_ RNrO.OLIN A El6N Nz'4 . \ ^ ' Q \ { \� �'} I' ,� . ,., r / . A7 �. '�, ,�-.�..... 4e3 PICNIC /3' /j \ 5TORM PLAID . _ _ •-. "'` -, ,\, � \ I 1 /lam , ;' - - -. .,,,, .. 1 \ i4j ® i \1 \\ \.� \C __ .'0-,,_0I II -,11- -,I,-, -.- .. . .I ./... ��' / `� �".� \\�/'7 Rom" M 4�so�}` �- j 2,,°' o�� -- ------ 0 2 �\ sic SEAL: I' = bo` ,. ..... _� ,,,,\"\ ` �,� - ,. / /r, / Nn�c PING: - - `� --1- - �� I� �� DATA : 8 2 20D8 i ... / VETENTION PON12 LA ,4 \ - / // o 5�H LF OF 4' &REEN \AWL GOAT® GHAINUNK FEE (I6' Gate Included) '' -- a� dI /<\ / O� zI \%m ,.1•-.�- _/ // �\ ,/ W 5ql LF OF REWIRED LANP�GAPING): � E4V SEVEKkK b� � �� T � � `� \ \ _ ; - - � - END PA �1 , PRo,EGT: aaa-D- - - _�,. -__--cL10_- m___mm:-m--I -I`I6;��51 ,.-/..�",.N.i:�� -z,a- f,r t RDAD TD BE EXTENDED '- . \ \ -' -~ .. -'" "" t,� _, / / LAND5GAPIN& PLAN PREPARED BY: DE516NATURE RANDAL 560TT ROMIE, A5L A _ 5115 HANNAH DAWN DRIVE, GREENSBORO, NG 21455 IN FUTURE BY OTHERS u '� DRAM BY: RDT - � . TELE: (336) 282-6582 VACANT - - - -' 5i-�s"'7- WESTERI�i O, \\ \ ­-1�/ / ! P.B.1460 �k- \ 5POT ELEVATION5 NPTE: ZONED B-I P•306 \ \ RETAINING WALL5 DE516NED BY OTHER5. ALL SPOT ELEVATIONS SHOWN AR ETO BE TOP OF CURB 5 I • - -4 1 N/F VAr.ANT �,% • UNLF-55 OTHERWISE NOTED, U F. # 07 I -04.E-ITT 0 if w 4 z D 6 Z A) . >_ ul 0 i& (I I ri d) 2 O O l 15 u O 0 O cS z 0 9 > 0 O 0 �v W .o it ti T O 60 1l 0 6 LINE TABLE LINE i LENGTH 5EA€2ING L I 22.33 . 510°47'411"W L2 40.42 N76 °31'15"W L3 -I1.4cl NTi°2g'54"w L4 70 °€ N5400g'50"w L5 51.02 N4202501q"W Lb 84.78 N4€ ° 14'51 "E 27 233.45 575a5q`31"E L8 I 100.70 510°47'4q "w 1 Lg l o.00 57q' 12 `l 1"E L-10 1 104.22 Ni0047'41" 15 L11 I 5tA7 57g032'35"E Lit I 35A3 510°27'25"W 1 L3 4 1 .25 a , .+n 5 05 36 4.� E L 14 21.52 k 2 4b E 5 b°2 L 15 12.55 N76 ° 16'00"W 1 L6 27.53 t a 1447 4 . E EO LI7 10.00 N7g°1211"w LIS 415q 54b°Iq'II"E LIg CIA7 N501150'05"E 1 L20 45.50 I 555°Iq'24"E 1 L21 1 6 4 q . 5 560 22 40 ]= 1-22 40.g7 57202715011E 1-23 35.77 546033'23"E L24 3 q.67 7 537a 2 25 G L25 66.64 55401g'56"E L26 42.51 52303456 E 1_27 106.62 585°26'46 "W L25 25.10 N€€°OV25"w L2q 76,24 N57 °03'1q "w L50 53.30 N6461116"W L51 45.12 N55051 `35"W L52 50.06 N41005'36"w L55 4i.62 N63°0115"W L34 53.45 N26°0g`32T L35 25.54 N1g031'33"W L56 45•g4 N21°4632"W L37 50.47 NIT 041'56"W L38 46.51 N21022'46"W L341 2i .3c# Nib°56'33"w L 40 47.1ci N23°5G1'30`Vq L 41 21.27 N24°35`24"W L42 51.13 N25°4646"W L45 24.64 N15°45`44"w L44 27 iO NOT °58'36"W 1 145 54.40 N23°24'44"W I L46 I 48.57 N1305458"W I L47 I 25.86 N1305455"W L48 I 45012 N2600g32"E L4q 12.11 55801315411E L50 54.51 5a8°14'10"E L5l 44.5-1 55c1041'4.5"E L52 I 31.0'7 N60054'15"E L53 43.24 N75"1752"E L54 1 34.26 I 582030'24"E L55 1 2g.85 I Sa305V27"E I L56 25.17 I 57002q`15"E I L57 32.25 545051'42"E L55 27J7 58205b12611E L51 40A6 N84°54'45"E L60 45.Oc1 573016'36"E L&I 45.04 56500455"E 1-62 50.75 550032'08"E L63 50A3 572055'2g"W L64 4g.67 N86055'05"W L65 3g.75 Nbg05641"W L6b 40.eO N75°0q'2q"W L67 28.9b N64031'31"W L68 j 38>.23 N60004'02"1N Lbg 26.g3 N62002'23"W L70 35.5E N74°20'05"W L'71 35.65 N50050'4ai'W L72 21.72 546018'=5"I,i L73 40.62 1 56201451"w LINE TABLE LINE LENGTH BEARING L74 64• ,q 5741 0545cI "W L75 2q.21 581000`Iq"W L76 24.W5 50401814E"E I LT7 25,07 50700g'03Ile L75 55.41 525046'211"E L'7q 24 01I 50102514711E L80 37.72 532007TYE L81 51,lq 5211103`52"E L82 3151 521 °56'13 T L53 54.64 525113015111E L84 4 B.Ob 1 �, O^ C= 5 6 �8 26 L65 iq.aq 512012'€q'E L86 3i.g7 524° 38 E 42 L8 7 60 O € 4 5k50 € 2 2 E LSS 22 .ag ,I ° Sig 45! 45 >` LSg 4 2.38 53b O03 1 36 Lao 40.5D I. 544° 5€ 28 =G r LaI 36.11 564°07'03"E Lg2 41.20 5579101`5WE Lq3 46.57 544°€450"E L q4 ! 8 8. 6 5 5ci 5751E L g5 1 37 .20 0 w, „= N78Ir€gc Lq6 I 52,02 5'16041 `33"E Lq7 I 7 50 . O 55Qa 23 5b !,E q L8 36.g0 aO 5 74 8 Di E Laic# 4q.67 I 580°OS'Ig" LIOO 35.32 1 575023`04"E LIOI 40•68 I 585°2q `2q "E L 102 27.uo N5500q `45"E L103 32.80 1 N820k2'22"E L104 28.62 1 N40°34'24"E L105 35.06 N1600731"W L106 27.413 NO3°08'2q"W LIO7 24.50 1430035'21"1N L 1 OS 33.11 N11 012'07 "E LIOg 38.00 546048'06"E LlfO 35.51 505°07'43"W Lill 31.44 516°5c€'37"E 1-112 22.56 501050'2311W LI13 33.1€ I 5881101111011E L€14 35.58 N76 a 16'5ci "E Lk15 36.24 N71022'02"E L116 1 34.21 N'76°OT23"E L€17 37.2q N54 °55'OS"E L115 5k.55 I N43°II'42"E Lill 22.63 58505t3`25"E L120 34,16 N811027'26"E L 121 41.86 56000615"E L122 31.741 522°40'18"E L123 27.Oi 546020'02"E LI24 54.50 575°46'57"E L125 44.75 563°33'55"E L126 53.61 N5700050"E L12'7 41.05 551055'24"E L125 35.g5 N65004'13"E L12q 43.48 N44034'25"E L150 I I&A4 N42°24'12"E L151 I 31.85 N78055'3q"E L152 1 35.0T N5q 055'32 "E L133 I 61.65 N2g056`23"E L154 I 43.60 N3201517E L 135 1 55.57 N05° 11'08"E 1-136 1 41.52 NO7°0712"W L15-f I 71.61 N27°3250"1N L138 43.84 N3105q'04"W L13q I 46.77 N50050'04"E L140 1 45.24 N4201857"W L1.41 1 4251 NO3°5-11411E L142 I 4q.56 NIB°3b'Ib"E L 143 42.23 I NO3 ° 17'51 "E LI44 25.40 1 N3a04355"E L145 61.53 1 N47 °3-1'15"V4 L146 55.g4 I Nlq°38'02"W LINE TA3LE LINE LEN6 T H I BEARING LI47 65.51 1 N46003'53"w L€48 73.3E 1 N45 4014 W Ll4cl 26.56 , Nbl00q'2cl "W L150 I 53.71 NBc10351311W LI51 44.65 It1501455"W L 152 48.32 N30.345g "W L155 35.74 N13025`00"W L154 3I.i0 N32026'43"W LI55 35•Ig N62001'0S"W L156 60.66 N330111141"w I 1 T L 5 . g 25 3 1 w N33 22 3 L155 4.6.33 N48054'13"W I L Sg c .5 5 5 a , „ N4I 4 1 f W 2 I L 60 113.05 a a0025 .,W N6 , L16 1 4g. 4 O N4 2 °36 D 1 W 1 L 62 . E. Og ° �, I, N4 � lq 3 3 W L 163 35.70 ° „ N3E 37 2 W O L164 35.1% N64043'48"W L165 44,50 N4c104030"W Li66 45.43 N47015'16"W 17 L b a 4 •80 a ,„ N7 I W 3 03 � LI68 45.4E N21058'I7'Vi L 16q 40.75 N3605T16" kN LITO '•• �8. 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R.AArxrr+cs r I / � .- ® �� \ \ r �`.' e') �,��c' o�`��` �� \ CJr , - \ \ i - _ l '/ / -' / " � "..` '� / l 00t \ ,.1 \ � �-\ - �•\� \ \ \ r",/ ���J I 4. \ r r • - r-� r "J / �d� / / j _ Jj 000 - I � :::) 1 C7 ),_ � y �'� l \ l A pt p R i C)l � � �\ , \` �- I I( . - Slap w_s .ERN tled \ Rey \ /)NORTH- MWOLINA ENV IRONM � 11 �w P.3cib / \\� \ \ / \lz)l/ /1 DETENTION FOND LANDSGAPINS: - - ` � � .� - c�� x 1�2 y 1 d) VAGAN , ` \�' / a 5Ci{ LF P1= 4' GREEN VINYL COATED G1iAINL1NK FE"t3GE (I6` 6ate 1r►iEuded} - - , ZONED T GA / ��\ ?,�� \ �-G. _.� / / �` / / (W/ mil Li= OF Rt5vii11REU LANC�aGAP1NG)t s:r+D 52rx..s•tw.x I DIVISION MMISSION -11, % LITY \ \ { / / / 5HP IEND N AM �'' Hlc sc� GR�#P - I�DAD TO BE EXTENDED 1~ -" �.► \ _ -- l .. r _� ,,. � - '' � IN FUTURE BY OTHERS D P.3a6� Z L -v 30 0 60 120 / �-Rl.�..,.;,.:r-"-"'- -- Br�P i�iESTERN ��' \\ \ \ „� � ,, ,' f VACANT amMI ___ - i I - ii I \ / 0.5.1460 0jbc• \` ixa // ZONED I3-I 1 IA'CH = 60 FEET _ / fli1.p.� \ f REV I S [ ON5 GI T Y GO'VIMENT5 €O/22/05 TM CITY COMMENTS 11/20/08 JJ CITY GOP'MENTS I2110108 JJ G I TY 60MMENT5 i2/30/08 JJ li z �) z 1n (N �-z NQ ` m V � U Z o � JX q) Q � w �_ UJ 00� � o teaCJ ° 1j (JZQQ 7Lu awry a oT) p CL i � In- z T •- ab W 0 lu CL 17RRA I NAGS AREAS PLAN SCALE: I " = (0O L Sediment Basin/Sediment Trap Design Project- `I'he 1,e acy at Carolina forest C:��mouteri Bv: KD"1":::;'.;;:;. �`... A ..I {i3. {19 Locrlti,ara: Jar.}.;scariwil#e;�It: Checked Y.;: :I%ZD'."::.':.`:. ':.ReVis d. 0.3;'11. 09 Dt:vc oprr. BLUE RIDGE COMPANIES Dcsts:: C: tcfix Scaluna Lff:- czc:-It-y CrtI-x:_iI: . Design Storm .1.0 'rr Dr sign S.oiz:; 1U: - , lLa6oz.a Rijnof' Coei:f. 013-3 Rational Runo_t Coat . .. .a.3J' 12t:-:nsity ' • .6.80 in!` hr CI"c= 10 null.) Is-1--:isity ::': 6,8. it'll". lZr (1"c= 10 train.} Weir Coet-Ecle.•tt ' 1.1 FTeil�t Ovf:r. Weir :°:>..::''',' ' ' 1 Ft Engine Bring Satc t; Farr r :' y�y�'} Drainaae Denuded la -year Bottom Bottom Top Top Top Top Weir Basin ii �' Sediment Basin Peak Surface A£ea. (Sq. ft.) r Width Deptli Lcrx�eh' Width At Length tVIdth at T-ength Side Lcntrtl Number 11rca Acca j Vuittine (Ct,. Ft,) Infloiu 'ft.} I (ft.) (ft.) Weir = at tt'cir Tvp of at Tole of Slope z, ft. { ) Ile hired provided (Acres) s} (Acres s) Ile aired I rovided 1 efs) s � f:tc. (rt.) I l;'I�v. (fi.) 1.)tim (r�.) t?stn,. (rt.) ...... :.:r., '' 15.aa 10.30 . Ds,S{:}0 2'G,21�€ 38.08 12,376 50,094 SI=� POZD '�., .ND CAI CULN11ONS 30 . . i,,::`... a -`' ' - ! :.....:..2'.: i'.: •::::':.: l.Si.' ';:: 1.81 ' G,51G G,556 4.31 1,87G 2,496 `4. 51 3.3 :: 3s G� ! �� �a w . s , i.k 1'1.4 `' 1.1r4 �- 2 - {: 11 _�: 4 1 lt� y G f 1 ? 1 . 1) 1 y1\ 4 : i -'� 3 i.5" :7.:� 7. 3 58 �, S ::. �.. ..6ta`'`:: 7 _.GG` 9,57G (^ 9,8�� I G.33 zr �, �, �b : i 3 5 i5s , ^7 J.. G 1 - -, 3.� `� 4G rS J_ S 1 D. >:`: o ?.99.: ' 2.49 1(), G 1U,�} i -7 3,'100 3,`)3r; 3 G8 �- 33 :.:- 48 j 82 5 S8 ":'. 2 1'' SEDIMENT BAFFLE SPACING AT35%,25%,25Q%,1S% OF SURFACE AREA lnlct Out1Ct 1*111ct Chat„bar 1 Charttber 2 Chamber 1` Chartibcr 2 Chiu-uber Ch-.wibcr CIULiviber Outict C:iumiber Basin Baffle if Baffle if Baffle if Baffle if Baffle if Baffle if Baffle if Baffle if Number lurallcl to ' parallel to lrarallcl to parallel 10 xErtttlel co txirallel to lxtral€e€ to \i'icltlt (ft) Width (ftj p arallCl ii7 Le:, th (ft) Lan th (ft) ,r ih fc ��'icfth f� n tit ft ) T.t. r-. ( ) ., E ? E\"ddl ft t t :: , . SEL POND _�'ti D C LGUI; TIONS::`' . ,:::::':;':' :: `:':''. '':''':: _ :: ` ': ';:::::_'::.`.: _`:: .: ':: 1.'10 . :..F :.:: . . . 13:l:'�as ::.:1..: . :;: %. . o ' :: _ .L. ., '':' .:: ' : ��::::.:. :.. %.. >' '' . .: . r.. ::".:.::' y �.' j" ...::: . ::1 ' ':'-:'.'. : See pond calculations and plans for dimensions and sizing. Pond#1 is a riser barrel sediment Basin sized for 16 total future flow (8.25 Ac initial flow). The WQ hole will be blocked and a skimmer attached to the drain. See calculations and plans. Trap dimensions are shown for rectangular basins see grading plan for actual dimensions. Field adjustment may be necessary to obtain volume required and surface area required. 55L711\-f NT 74�AI'w OUTLET A'EI125 5Tx2 : 'D50= Q" CLASS 5 EROSION CONTROL STONE DMAX= 14 OF STREAM FACE OF 5FILLINAY 12" OF #5-1 5 T ONE LENGTH= 5' KF,>TH= 5' DEPTH= 21" MIN, 5T#5 : D50= q" CLASS 5 EROSION CONTROL STONE DMAX= 14" UP STREAM FACE OF 5PILLY\€AY 12" OF #57 STONE LENGTH= 5' 1NIDTH= 5' DEPTH= 21" MIN. 5T#4 : D50= CI" GLA55 5 ER051ON CONTROL 5TONE DMAX= 14" UPSTREAM FACE OF SPILLWAY 12" OF #51 STONE LENGTH- 5' KEl1 THE 10' DEPTH^ 21" MIN. ST#5 : 'D50= -q" CLASS B EROSION CONTROL STONE DMAX= 14" UP STREAM FACE OF 5PILLHAY 12" OF #57 5TONE LENGTH= 5` 1NIDTH= 12' DEPTH= 21" MIN. 'T' (MIN.) - LINER (IF REQ'D.) 11 -- - Y -- I � 1 � - / 'Hi' HD i A\\\\\7 t r : _ ..11..1 . . . .E3. i 46o _�"�­.!!�11'' jai 31� 6j oe� "' ' r � .'..` - 8 • 11/11 TFE: 4 a r '°" • _ apt;'....► . . '. ' ....,....­�:' ,..... & ':.+d ,, 'yib b'' O L�b_.c R G „++• h ~� b "' \ . • �Pq�C !' p,, . \ \ .CJ :' . .... . � ��::.:: : ':::'.::.::,.... 5 5�. / ..:': ::. _ l - \,, 7<, ��7 ,,�_ '\ \,� ---4 �- /' L - 1-1 ``\ n / ' A / /: ! 4Q 1�14 N\ �, I/ /-;/- / .�'.-� I / "� / /\/ , -,O 0141 ��> \,-'-% � I/ =I. . ! -� „\ //{// a 7 a. _ Cj - '- a �S• 2! 4 DIAMETER OF PJFc- IN =EcT Zore APRON MA7ERI GLA55 OF 570tie 51P.8 At' SrdE L"7H OP APRG+•f MIR M.:K rP/d*E55 Gp Sra*a r 5TOKE f� aA $' 4 x O 4• 2 670NE V&rl a.5 6" 6 X p 12. 0 670v6 rsrptt�•G a.r 0. 6 X D 16• 4 SrOrE tEAYr. GU 25' 6 X A W. 5 Sr*1E_ hEAVr.OL2 75' 10 X D W' 6 Srole rFAvt a-,7 ". t.- x D 30' REOWRES LAR6ER 57OW OR A:r O*ER r ePF OF 7 DNrGE 0-516N I5 BE1OG o flE SCOPE OF 77•»5 t 07H • 17W*-7ER ,• 0.4 4,ah<7WJ , D' KNP-W • LENSTH r0 PREVefr t A ht?� NA1dE rEt6Nr $12 5F5_QF1GAT1ON5 t2B5J 5NALL ptr16H AT LF.ASr 100 ! 5 LBS EA1,h N t- � rxAN r0R GLA55 - s^A? 'a�rALL iE16H LE55 MAN 15 LEA EACH 60Z _5iAL4 1•E75H AT LE,467 1W LL15 EAGK N? 1- :C nitAN 5Z 15ACH LA55 1 - 250 5i AU A-C16H LE55 'THAN 50 465. fR0V6W C40M rFirX. STOW r-5 A 2" - 6• tc* rope BOTTOM _,q2 5. NO 6RAOAr/O;v $PS',IF15n1 ss B /5 - 3co Na 6RzapArtON 5cre,li 2 P 57;a.k, JRF O-PLON PA1fMR� ,xlrLE7 0-EP7W ZaA� APRON APRON AFRO,Y SrGr R ElfARKs rG % PIPE vEtxrrY OF FLory LEN577r lY L7M rHrGK,Vr55 GLA55 {FE5) 4N) #PP5J (PT) err rFrJ aw 0 62.63 36, a.l 2.5 2 le 12 12 1 G , aa.71 . 2-361, a,3 2.1 2 36 26 12 1 - iii 106.05 2-36" IRA 2.2 2 36 26 12 l 2 l l 2 4", 3 8 1 2 12 15 12 I T T C3t1 LE .6 - 5GtF.GE, 8A G NKr 1 7 L N rrb �� 4 r,�7•r T G±�"cK _ ARI?'�7 TRAt rA77 D/YJ Q''t GW i>F Dx r AFID TRIX TT rg71. On 2 �... r � 2 , o11 � '.'3 1 Qo /`� N.T � 1 .S. p� 1 ..•. q "\ / /1 - : - _ t 1 \ v -, v 1� / 1 �•., may'. / � • \ S ..^^^.. 't D ITCH 4 - 1 0 a { 1 �� / \' i J 1 J•� ._! \ �%r1J`` ter"••• \ ` , ••x \ �. `,� , \ , / 1` tip♦ / \ ` F b, 036 r + r \ ` '.r AR"W ��\\ ,- / < � \� , _:. *1. *1% 1%. . . . . / � � , � ..\ \ . / / ((r;/ d30�1 tt 1% .R /\\\ \ `T\�r�m '�j 10�(/ IV / � 1. I.- I 0 0 @ 1%, ,< �(((f(' ." . . . . . .. � �� 41�� 01 ::I J 4 ,` /,O,- 1%. . I " I \ . ITIrp\ / � fir • ,6.€� � �:� jj��,,/�� \ �' r, •. '` � I 1 � urlu 1 \ �`��- ° �• �, !! �tr,�02`fi �~ \ l��,JJ \� f 1 1 l s � � \ � r tz',' �* �• / .I ,) Sao " 1 ~ \ �J�JJJJ \ / ! t i. \ I 1 / ; r \ - � ! \ \ C) x \ \ JJ. / nay ... ♦.... 1 I 1 \ 1 i �� � \ '�:•`` \ �0. '1 s `� \ '/JJ *r. ` . . i i i l t NOTES: \ I i / ti \ ! -. �` {.,� e� 9� \ �J��\� / t t I. 1. Q10 BASED ON 110 = 5.8 €N/l iR and C = 0.65 1 �� �n ,\ \ / 'C� \ \ ��J\i � 1: DITCH #; 1.04 � v� _c W \ / 7 `\ i:'.. / k I It: 2. PERMISSIBLE SHEAR STRESSES FOR: ��� a INC. 0\' 0J4� �' \ t .{ ' ` / -" / J \1>, ... !''"::' " I 1 1I :. : r a I NORTH AMER,CAN GREEN DS75 1.55 SF / I L'`\�\\ \ o;"'. \\ /• / t�'�0\'�� / �`� ,� rat !'�� / ry �. 1 II NORTH AMERICAN GREEN C l25 Z.25 PSF �' �`� -- ..: .. , >< J >\ � /.:. t j �� , �\' a_._: :, _ -;,.o PI �II '�? p�J_\_'�0 � ; C y0 •• / ♦ R. � \ � .1 1-1 / 1 1 f I' 'Z 0 ` 4/� _ /I I 6" Faircl0th SkimmerO ^ut Sheet v,i.i vt[.FG1i•C€D l .S,,'<i ?iE!Tv,r.C.om 2" Vent Atluminurr. straps Wth White tip Inlet suspending inlet Coupling And 90' elbow ` INCLUDED � i but not attached } ,�, j I 6" pva float G 1 o Sch 4C SOLID vc barrel I-.' / SUPPLIED WITH SKIMMER`' .t �` :' �, �� �?�J-, -.\ ~ �'��• ,} ,` •�{� yam.{: / C:: ," ;!_,;~_ ` //• 47' 2 / ''�. ..+ t i _ i /' `s'7 / r,� .-'' \--..� .,•,fly+ �R� .- "� _fir Patent P S,SZVSl `�,,�, 7 " Skimmer shown in floating position 5" ,^os_ ss clamps / \ 5" threaded male nipple $" inlet a" hIEAD on censer of 'Cr C�,n 8ia.0rAsr-Ids on outlet end a extension inlet and'orifice , ... 1. 1:s_ can 0e attached to O.tIa1 . c, >;.ctra2daC5n nipple. . Typical IC2I , 1 : 10d S used: : on an . ".t�t s;su.:r�steel ...: welded on the side aitha bottom With 8 ."tUr aQed COJ.Jit or reducers; op.. a concrate structure smith a hole or Or ; ^tce at isle bottom,, use a steel plate with a thole a1G coup,inc UVelde':f to if that Wiii let over the hole in the concrete and bolted t0 the 5t.L;.-'are witu) ses!ant. 2. Dimensions are approximate, not intended as plans for construction. 3. Barrel ;Solid, no: 3ca m core pipe; si�oWd be- 1.4 tlrres the depth O'r° water with a minirnumn lengt=",t Of A' SO the Met can be pulled to the side for maintenance. If more than 12' lolly weigh" may have t0 be sd-,d .l:: i,imet to cour3 er the Increased bucyancy. x r n,: -n , a r /•1 �G G Inlet tapers cc 1 � tr.+ .Bar,.,# is sr~G#;Er LO ,eut<c.. 4. 1, t .Coe � , n rr,.<:: o .� �„ m inlet to 2 o barrel are rlcse u buovanc!•' and te^::ency C !ift inlet but is sufficient., -or flow throu5h In#et because of slope. Tile Ir:t Ott ort .:,cp car �G rq;ucQ d using 'the e o•�g^ no etier provided ed to co rtr ; the ct' yrat e. 5. Inlet is 10" pipe behysen :ale Straps IRitn slats Cult in the Inlet and aluminum Screen door .+n _� t A' A (SrGiler :t:2n �i:C'A1n till t�.LiStict!Oi�j it?r r�.CCrSS t.'3 tiA C.` inlet and OritlGe ti35lde. :, s : A c' with t 2 be reduced 5. Ce: V�C.1 O < v.`0 ' >r, t-'t �V.•:-1 n t C?..aCl. sr!t8 can c>,l ,, test ner ,.� m� 1 ,ti t. 5" Well and 5 .. ri • p J b ins 2#!ing a sma ier Orftce using, the lug r: cutter vide adjust flow rate for the and C.,Ft.. provided i0 Y p ! 9 _ s1 basin Volume utG d"aLCJrs:tiG reqL,r., a t , x A ^C A ^+� C / ' E O 'S r- I \ 't oral: ., In rJ,,.0 1. Sn.A...d asp_ t.�I..d. ' •# •€ E i art,.t ScrT 1 installs .,fit C!r`rs C" .13,.r �%•..� 'rr: Vim'. �iQet S o'I C1 barei, S'-'1G' ti .p 5 - Plug and ai:ac(hes to outlet pi,e or structure, Includes flexible hose, rope, orifice cutter, etc. $in-.hCut T V1 11-07 �. ALL EROSION CONTROL MATTING TO BE INSTAL! EC TO NORTH / {a. ' t = ° ; `= ;::. A � �� 0/yt ,\U � �Y / fi \-'j%/��♦ / I �j Ale t �� C ':-;�i :0 1%� iJ/ �.i' �'� / / 1 % 1 ERICAN GREEN STANDARDS AND SI ECIRCATIONS, USING � , ( � 4 \ _ _ � ,. �`C. ` \ tt \ 1 4�`� : ����--��P� / - _..::: _. q __.. 1 _ ,g .- TAIL , ;... ........::...... , :..... .....: � '� \4 -mac s �� �' S LE PATTERN D'. /' #I. -......:: . ... ........... J\ 1 r j !:.,- .:.:....•....:i..•... Q.:.:'.::......:.... , _:: P#GNIG o tttt[[t 1 / \• 1 , n � / t � ! l \ r .. . D (V51C./ I\i D I T t� \ N. ; ..:'.:,; _ ti ,�o 1 1J� ♦21�- / °. 5si I- �. . :;, a.~ l= \R .. i� .01 p -� - _ 1 / / '4y J f ( - � 1 1 1 : l lA�l1_L SGH o / �J DRAINA�� G U_� .. _ I _.::. : ! 1 -4 V MP RARY ERGS. CONT. CONDITION LINER 111/ i2 D B T SLOPE MAX, }':OW AREA MAX. FLOW vELOCI lY MAIvntR,.,�S t -;,_ __:-"".:::;,':' -SHEAR _..:: TE 0 FORCE Q. a... ;'-.:;..: \...., _. z / 9 A� qrg FP n r '�''• I�Trt acres C S (FPS) 2 -:''.: .......... W \\ / / �Q� / �/ �'/'� DIVERSION MAT LfMITS ( j ( ) i. SF, �'' \ /8 \ '� / - . N 1 1 5 i 3.0 0.030 1.55 3 9 �*�' > f I GINr, � w TEMPORARY S75 2 2 VARIES 0.64 6.7 1 ENTIRE SWALE % 2 $0 \ t>i� - � •,, \ - _ 11 __ - o - 1 k 0 t 30 1.55 �;.��'� / , / '� Y i 9' VARIES 1 2.5 0.0 ,i - ti �. 1 A TEMPORARY S7b 2 2 2' .. :C�9 .fi 8.$ 4 r � � t 2 ENTIRE SWALE % 3 8 \j \ :: I t 0 \ ` `� - _ \ r \a , U ._1 '-ter - C�v` �l /.: j1►[1ttl11Ett S75 2 1' 1' S VARIES 0.7 1 4 i.7 0.030 1.5501 , '' \ h� \}v '� / �� >< r` ti \ .�1' r. 3 ENTIRE SWALE TEMPORARY 2/ 6 0 3.31-1 ` ' �\... \ f �� 11 4 ENTIRE SWALE TEMPORARY S75 2/2 1' 1' 5' VARIES 0, 5 0.94 2.2 1`.� 0.030 1,55 \\ \ \ � \ \\ � � \. / �` (�6 > � �.+ 5 ENTIRE SWALE TEMPORARY S75 2/2 1 1 5 vAR1 S 0,73 1.53 3.6 2.0 0.030 1.55 \ �' N , ,� 2 \ "� / ��°� / ���"' /x ,\ r), 1` �� `i { / � �/ 4P m p `\ \ .. \\ \ � ��, S / // //�' �� / � � 0 / �� ? I / /4111 4a ripq) A TEMPORARY S75 2 2 1' 1' S' VARIES 0 p 1.7 0.030 1.55 \ \ 6 / ?�° / ti,a / <C�r %f3 solo `� / / !� , 6 ENTIRE SWALE / 57 0.84 2 `\\\ Q!'/ \ \ 1 \ \ \ ` �j• ��i �..1 / • - �; / s� / e^ :jL`• t,. k / ''i` ,V / '\V b \� /� d. W � / \ # / I 7 ENTIRE SWALE TEMPORARY S75 2/2 1' 1' S' VARIES 0, 02 0.56 1.3 1.3 0.030 1.55 \-o /� �` �� `P / p u PG ors L',g \ tf j� ,/ tu r ` _ •� \` \ ` \ T+Cg % 9j / �/ ' �' a v r f _ -�5HWj 'i• t, ..r ` f I / 1.1' - f L f,. $ ENTIRE SWALE TEMPORARY S75 2 2 1 1' S VARIES O� '~ / 38 0.40 1.a 2.0 0.030 1.55 1 \ `� \ \ / \OJ�O �f�\ / r) �/ / �{ - c5 \04eeR TO\ //� WA TEMPORARY S75 2 2 1' 1' 5' VARIES 0.44 1 2.2 0.030 1.55 .-f A✓L.. � \ \ - `\ k3� \\ "1" A / � / , '� 9S c� �rxt5+ Ir%�' . 9 ENTIRE W_ S LE t / 0.75 .5 / \ �. \ ) \ // 18.6� . G.� T. # �r \�� y \ ' 'c, ' ,� " - `�'> 0 �` 'k '�{ � �t��tl tf J� \ Rk . I 11 \,. ;: t s .�. / \ L6yr \ \ 5. 1 t\ /n� - 1 \ \ ` � i C) / \ ` / / / % ` �% ��� �` �� Lr / \ Y J II r: �' 1.. \ 5� DATA. SHr T 1=0R GHAI\1NE LII I STALLr�TID� 1rJ T E5. =_ \''•. 8�� �" �� Vti4/ �ttt,� ,�/ - I •� }` G E r k) I- t•o �4 ��!lt \ , , 'i'N l t9 / y� / / RQ �' \Y / / r`ff�r V ' ^' '• \ I I ; U_ �_ ti F3` tr 1\ 4$. ,.,�1� \c' tG \ /,Y�/ I �l • / R. 14 / J' /'>� 0�'�`y �l n I roe z c > .2'' / _: ,$y 1: � r 1 v'< (3 :.� : r � / `\ \ /?, ' �' .. 1 / \ \ d T Gj? �} -�r�l\ rj V l 7 ` 123 -r'" J / r �. + .�' .15 .,/ `-, I ) ._ r�- J• r - ON5 i r�UG T iON.�- l� C U NG� . \ �' 1 1 �t N x -� . , :' r . . \ . ,�/ \ F / \ . � 0 < I. 5C SHc.. ?" 7, \ ,� 1.�� \ ' / ago \ / \ . _ _ _ Y`! �a / - l . // Z . 1,1% 2. 5E ,51 J, T poi C J TOl2M vl�> ll� 1 N�or�M Tl oN. / .,'•- �,\ V \`' \ / , r- U r y o / / s, / / 1y / D 1 TGH � t�ED 3 _J G � r'-' ^' t ,," '�' / \E�o \ (\ �` pgr, oe / \ / -1.1 C / I L � tea`` G / / CRO-1 1 UJ fir' �'~ r \� x s / :1 1-1 .�. 5 �r� 8 1'ONI� �/AL GUL /A TIONS �Dt� t� ls� t�r3�A5I N 1. �''�� C' U ` �.� / 8..0 .� - f� / ,� / ,-°�gl 1 \ \ . i ; ^ \ rr / /� �oJ !J t v4Y1 / /. .'' ` ` -. ` / �'t' ....�� x, a3 -`� , .- 4. 55 5G 7A1L 514 L T3 FO� .L/E7 1L�.1-1 � r y0a,���' 1 A{� N,�� ,. oo qk t \ h. / ,G e q � % k �. / . \� Y� 1 y tipM ^ U < Z < / b � k ��,t �- \)I, �,�% \ �., a �_�� \ / 1w, ,- n/-'� {� «�{l'l GOI�ST ucTI�Iv �s' 1 �j (� H / Cs Q y / 2 \'2 l `� \ \ \ I'll / < �L/ \ REQUIRED BY CITY F .iAGKr->ONY1L1 r: r LI �C D V < �T" / \1H o a / / . / / \ �` 4 GTANDARDS SHAL 6E Nil! 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I / 1 ' 1 1 k�' �a � r �\ 1 / / 9 c \ 5<1 L \ �� r c+p.� �y 5.7-�l>� :: � 1: � .• �. tom, - >� ` _-1 EROSION CONTROL 1 '\• r -` �T „`\ \JJ _ ' \ \ i c, :: I I • / ; � / / / .- � �- - * �c jr `, � _N � \ , \�\ /\ ao, \ ip3 ti �� `\ \ I..,... /c / / , ' f\.f `�..'°� 48 I GNIG /i' rd '�;. \ �'L1l'` r�'`�' \\ �L % (� J l .;: '.=f,::':. 1: ,. / / ...L \.� �•� Rtl�lrtlr?<, REA ! . QJ , �� . \ \\ / �� \\ C. Ab c��4. 7 � _ � �h, C, �111'. I i`!:' 1t '. :`:'::': i :':.`...::': '::v' :': .I _ /i .. i - I% !\/ _ �. �� , �� '`/ a- (i ( l- > \ lw17, �l \ '. t1 .V N©T1�o�oT s: - ER OB �� ` ��i ��' ' e' .• / - _ _ _ -< rr \f% , C r l l ! N/>~ �,�... jam,,:,; -F . +� ,. % / . Z;,x _ • ��� ��\., SGAL I - �0 o M D> 1C,H #1 I- _ o / 2 - NO RACK OUTCROPS V#SiSLE AT THr GROUND SURFACE. t� t 1 G /� <es \,,, \ �� k�t :::: `';. ': - �` /" �R' �- /\' r \ .! � ...a:...::.. o -.. o!.........o _ I /. '' / : / / �9 r {( O / \ t .,. y,•\... � T F'RO\/IDED TO ENGINEER D B 14bD / \ /' \ , a 'ti� I CONSTRUCTION ENTRANCE A5 Z v - 10 - NO 5UB5URFACE EXPLORATION REPOR S - NO WET! AND AREAS LOCATED ON THIS SITE. TO SE HAULED OFF-51TE, / VACANT ACC � � \ ��� \ `\ � \�, ` \ < 10 - EXCESS TOP501L ZONED T :A / \ �� \�� 10 \ \\` r� iL \ , UL- �`` \ GRAPHIC SCALE �/ _"' O () 60 30 0 60 120ly I - I I 1 \ ,0� I ' — _ �.-.--- �,•' ... , -- OIL WESTERN 0 D.5.1460 �A - / r '- P �q0 1 ANC = 60 FEET ...-1 , 01% 1 r-, � .. . �.+ hl IF^ • J A ALIT (� V , I . -' W ,/ _ - %t( (({r �� I REGU111RED BY 017Y OF JAGK5ONVILL ,:-. i 6 - ! E DATE: a/20/2005 �,/ :, ��. .(��RI� 1 -STANDARDS SHALL 13� WI>� T H OF f"?R1V" . .. . / / / ��a / / - . DO SIDEKALK � �� EET 1 N LENGTH, "` . . RI �� ..� // °/ exo�,�C;'g,t' WESTERN P?OJEGT: 8 8-0�7 . / / i ��� 114 1 V .B.1460 NAI/I ��� DRAI BUT \ / VACANT j ,,/ v /� 511E DRAlN9 ro r� y DITCH #6 r . a� , � � 'WATER L ZONED B-1 TRIWTIARY OP HALF MOON o \ L2'q / / CREEK, STREAM INDEX NJMBER , \; / A-6, GLA551FIED A5 C, •4 'i . SHEET t , 1 UT1 L.I 1 t NOTES: 1. ALL PIPE LENGTHS ARE HORIZONTAL DISTANCES AND ARE APPROXIMATE. 2. wmTRAGToR SHALL PROVIDE ALL THE MATERIALS AND APPURT NANGE5 NECESSARY FOR THE COMPLETE INSTALLATION OF THE UTILITIES. ALL PIPES AND FITTINGS SHALL BE INSPECTED BY THE BUILDING IN5F ECTOR PRIOR? TO BEING COVERED. I' 3. ALL HoRK SHALL COMPLY WITH ALL APPLICABLE CODE'S, REGULATIONS AND OR LOCAL STANDARDS IMPOSED BY LOCAL UTILITY AND THE CITY OF 2 JACKSONVILLE STANDARDS AND SPECIFICATIONS AS APPLICABLE. 4. ALL WATER LINES SHALL HAVE A MINIMUM G'OVER OF 56" ABOVE THE TOP OF THE PIPE. 5. CONTRACTOR SHALL ADJUST LOCATION OF PROPOSED WATERLINES AS REGAR.EO TO AVOID CONFLICTS WITH STORM SEWER AND OTHER UTILITIES. 6. CONTRACTOR SHALL INSTALL UTILITIES TO WITHIN V OF BUILDING. NG PLUM51CONTRACTOR SHALL BE R-SPON5IBLE FOR A UTILITIES WIN 5' OF PUIL.DING. "i. GONTRA,GTOR SHALL COORDINATE ALL NEW UTILITIES TAP LOCATIONS W1TH THE APPROPRIATE UTILITY COMPANY. FEES SHALL BE THE GENERAL- RESPONSIBILITY OF THE AL 0ONTRACTOR. E). LOCATION, SIZE, AND INVERT ELEVATIONS OF SANITARY SEWER `"ALL BE COORDINATED W1TH Tl-E APPROVED PLUMBIN& PLANS FOR THE BUILDING5XNOTIFY ENGINEER BEFORE CONSTRUCTION WITH ANY CONFLICTS). Cl. THRUST BLOCKS ARE REGtUIRED AT EACH FIRE HYDRANT, TEE, BLONOFF AND E,.BOW. 10. INSTALLATION AND REPAIR OF UNDERGROUND ELECTRICAL, &AS, AND TELEPHONE UTILITIES AND DISTURBED AREAS SHALL BE THE RESPON5151L11Y OF THE GENERAL CONTRACTOR OR APPLICABLE UTILITY COMPANY, THE DISTURBED AREAS BENEATH EXISTING ASPHALT SHALL BE RE -COMPACTED TO THE REQUIRED 5PECIFICATIONS, AND THE STONE BASE AND ASPHALT BE RETURNED TO ITS ORIGINAL CONDITION. 11. ALL 6" WATER LINES SHALL BE PVC UNLESS OTHERW15E NOTED. 2"", WATER LINES SHALL BE TYPE K SOFT COPPER. 12. S" SANITARY SEVER PIPING 5HALL BE PVC 5DR 55 UNLESS THERE ARE C.ONFLIGT5 WITH WATER OR STORM DRAINAGE THEN IT SHALL BE VUGTIL.E IRON I AS SPELLED OUT IN THE JACKSONVILLE STD. SPECIFICATIONS. 15. 6" SANITARY 5EVER. LATERALS SHALL BE SOR. 55 1 PVC PIPE. I 14. 5ANITARY SEWER MAIN WIRON ILL AL50 BE DUCTILE ON PIPE 1F IT 15 NOT P0551BL.E TO MAINTAIN EeIT EEN 3' AND 20' OF COVER. 15. CONTRACTOR SHALL COORDINATE ALL WORK WITH BUILDING/ PLUMBING CONTRACTOR FOR. PLACEMENT OF CONNECTIONS AND APPURTENANCES. 16. THE CONTRACTOR SHALL BE RE5PON515LE FOR SUPPLY AND Q" OPERATION OF ALL TV INSPECTION EUIPMENT A5 REQUIRED BY THE ENGINEER AND/OR THE CITY Cf JACKSONVILLE. 1,7. ALL b" SAN. SWR. LATERALS SHALL BE LAID AT A MIN. SLOPE OF 1 AND A MIN. COVER OF 56' TO THE TOP OF PIPE. IS. COORDINATE LOCATIONS OF VAULTS, METERS, BACKFLOW PREVENTION DEVICES AND BUILDING SERVICE LINES WITH THE DETAILED ARGHIiEGTUAL, PLUMBING, AND LANDSCAPING PLANS. Iq. INSTALLATION OF UTILITIES SHALL BE IN COMPLIANCE WITH THE DtE51GN DRANG WIS AND THE CITY OF JACK-WNVILLE SPEGIFIGATION5. 2o. VERICAL 5EPARATON OF ?4ATER. LINES 4 SEWER LINES= WHENEV R IT IS NEGE55AR•Y FOR A WATER MAIN TO CROSS OVER A 5EWER MAIN WITH LE55 THAN 15 INCHES OF VERIGAL SEPARATION, THE WATER MAIN AND 5EHER MAIN SHALL GON5TRUCTED OF DUCTILE IRON PIPE, FOR A DISTANCE OF 10 FEET ON EACH SIDE THE POINT OF CROSSING. 21. WHE NEVER IT 15 NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEINER MAIN, THE WATER MAIN AND 5EWER MAIN 5HALL BE CONSTRUCTED OF DUCTILE IRON PIPE, FOR A DISTANCE OF 10 FEET ON EACH 51DE OF THE POINT OF CROSSING; 22. HORIZONTAL SEPARATION OF WATERLINES AND 5EYER LINES; WATER MAINS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM EXI5TING OR PROP M 5EHER, MAINS UNLE55 LOCAL CONDITIONS OR 5ARRIER5 PREVENT 10 FOOT HORIZONTAL SEPARATION. IN THIS CASE, THE WATER MAIN WILL BE LAID 1K A SEPARATETREt H, WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 15 INCHES ABOVE THE TOP OF THE SEWER. H-EN THE'5E CONDITIONS ARE NOT MET, THE WAT•C-IR MAIN AND 5EWER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE. 25. GONTRAGTOR SHALL VERIFY ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 24. KEYSTONE RETAININb WALL SHALL BE DESIGNED BY MANUFAG OR SUPPLIER. 25. CONTRACTOR TO VERIFY ALL MANHOLES AND BOX RIMS WITH FINISH GRADE PRIOR TO 0R ERIN6AN5TALLING. 26. ALL APARTMENT SHALL HAVE A 4" WATERLINE FORM THE MAIN V41TH 150LATION VALVES FOR BOTH DOMESTIC SERVICE AND FIRE PROTECTION SYN. KSTEMS AS SHOW 2"T. LEADETECTORt S ARE REQUIRED ON EACH FIRE �ICE LINE. Y AT THE BAGKFLONd DEVICE Y44ERE CITY STAFF CAN MONITOR. 26. ALL ON-51TE W� WATER UP TO THE WATER tOR TO THE 6ATE VALVE ON THE FIRE LINE SHALL BE WITHIN A 20' UTILITY EASEMENT TO THE CITY OF JACKSONVILLE. 2q. NO WETLAND ARE KNOW TO EX15T ON-51TE. 50. THE DOMESTIC WATER DESIGN W1LL INCLUDE A DC IN THE FIRE 5E VICE LINE AND A DOUBLE CHECK VALVE BACKFLOW PREVENTION DEVICE IN THE DOMESTIC NICE LINE. CONSULT W1TH PUBLIC to IO KS DEPT. FOR LIST OF DC BAGKFLOW PREVENTOR�S. ER I. ALL PROPOSED 6RADES ARE TOP OF CURB UNLES5 OTHERNI SE NOTED. 2. ALL. ROOF DRAINAGE SHALL BE DIVERTED TO PROP05ED STORMNATER POND, EITHER BY SURF -AGE DRAINAGE (TYP. FRONT OF BUILDINC�5) OR. ROOF DRAINS (R.D.), SIZE AS NOTED (TYP_ FEAR OF BUILDING). 5, S I DENALK5 ALONG FRONT OF BU I LD I NC�S 5HALL TYPIGALLY BE 5LOPFD AS TO SHEET DRAIN INTO PA2<INC� AREA. 510EWALKS ALONG REAR OF BUI LD I NCB 5 5HALL TYPI GALL'Ir BE SLOPED AS TO DRAIN TONARD ROOF DRAIN SYSTEM INLETS. MAIN I ENANGEPLAN €-ALL EROSION AND SEDIMENT CONTROL PRAGTIGE5 /HILL BE GHEGKED FOR STABILITY AND OPERATION FOLL0nNG EVERY RUNOFF -PRODUCING RAINFALL E' BUT IN NO CASLE55 THAN ONCE A WEEK. ANY NEEDED REPAIR5 HILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 2-SEDIMENT HILL BE REMOVED FROM THE BLOCK AND GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN APPROX€MATSLY 5090 FILLED. GRAVEL WILL BE GLEANED OR REPLACED HHEN THE SEDIMENT POOL NO LONGER DRAINS, ' 3-SEDIMENT W1LL BE REMOVED FROM BEHIND THE SEDIMENT FENCE LINEN IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE HILL BE REPAIRED AS NEGE5SARY TO MAINTAIN A BARRIER. 4-ALL SEEDED AREAS HILL BE FERRTILIZEO, RE5EE0ED AS NEGE55ARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A V1GOR•OU5, DENSE VEGETATIVE COVER. 5-AFTER GON5TRUGTION HAS BEEN COMPLETED THE OWNER V41LL PERPETUALLY MAINTAIN ALL I7EVICE5 THAT CONVEY N 5TORMATER AND ALL VEGETATIVE AREA5 TO MINIMIZE THE EFFECTS OF EROSION. GENERAL EROSION CONTROL PLAN NOTES 501L EROSION AND CONTROL DEVICE-5 MJ5T BE IN5TALLET2 INITIALLY AFTER THE GRADING UG PERMIT 15 ISSUED AND ROUGH GRADING 5TART5 PER THE NC SEDIMENT AND ER05ION CONTROL MANUAL. DURIN5 THE DEVELOPMENT OF A SITE, THE PERSON RE5PON51PLE FOR THE LAND- D15TURBING ACTIVITY SHALL INSTALL AND MAINTAIN ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENTATION CONTROL MEASURE5 AS REaJIRF.D BY THE APPROVED PLAN. ADDITIONAL DEVICE5 MAY BE REQUIRED. 3. IF FILL MATERIALS ARE BEING BROUGHT ONTO THIS PROPERTY OR IF WASTE MATERIAL5 ARE TAKEN FROM TH15 PROJECT, TH15 INFORMATION MUST BE DISCLOSED AND 5HOWN ON THE EROSION CONTROL AND GRADING PLAN. BORROW AREAS AND DUMP SITES ARE WN51DERE0 TO BE PART OF THIS PROJECT. 4. IN AN EFFORT TO MINIMIZE EROSION AND EXPOSURE TIME, EASEMENT AREA5 SHALL NOT BE GRUBBED OR GRADED UNTIL UTILITIES ARE READY TO BE INSTALLED. ALSO, THE IMMEDIATE 5EEDIN6 OF V15TURBED EASEMENT AREA5 AFTER UTILITIE5 ARE IN5TALLED WILL ELIMINATE MANY PRO15LEM5. EASEMENT AREAS W" HICH CROSS OR ARE ADJACENT TO NATERCOUR5ES SHOULD RECEIVE SPECIAL CONSIDERATION. 5. CONSTRUCTION ACTIVITIES D15TUR5ING FIVE OR MORE ACRE5 'HILL BE 155UED A NPOES STORM WATER D15GHAR6E PERMIT AS REQUIRED BY THE FEDERAL GLEAN WATER ACT. SECTION B OF TH15 PERMIT REQUIRES THE PERMITEE TO PERIODICALLY INSPECT ALL SEDIMENT AND ERO5fON CONTROL DEVICES AND TO KEEP A RECORD OF THESE INSPECTIONS. b. THE DEADLINES FOR THE ESTABLISHMENT OF A GROUND COVER SHALL BE 21 CALENDAR DAY5 OF THE COMPLETION FO ANY PHASE OF GRADING T. DENUDED LIMITS ARE BA5ED ON GUT AND FILL 5LOPE5 OR OTHER GRADING REQUIREMENT5. 8. ANY GRADING BEYOND THE LIMITS OF CONSTRUCTION SHOWN ON TH15 PLAN 15 SUBJECT TO A FINE. q. ALL SILT DAMS, FENCES, 5A51N5 AND OTHER EROSION CONTROL DEVICES TO BE CONSTRUCTED ACCORDING TO CITY AND STATE STANDARD5 AND KEPT IN WORKING ORDER UNTIL ALL INDICATED CONSTRUCTION ON THE DRAWINGS 15 COMPLETED AND/OR 501L 15 5TA8ILIZED. O. STORM DRAIN OUTFALL5 SHALL BE RELEASED IN NATURAL NON-ER051VE DRAINAGE DITCHES, SWALES OR 5TREAM5. I. STABILIZING STONE TO BE PLACED A5 REQUIRED BY ENGINEER HHEN CONDITIONS HARRANT. 2. A5 A MINIMUM REQUIREMENT, ALL GRADED AREAS NOT UNDER PAVEMENT AND WITHIN THE RIGHT-OF-WAY AND/OR EASEMENTS SHALL BE PREPARED, FERTILIZED AND LIMED, SEEDED, AND MULCHED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. GENERAL NOTE5= I. BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY OTHERS. 2. ALL IMPROVEMENTS AND CONSTRUCTION SHALL BE IN ACCORDANCE N1TH NORTH CAROLINA STATE AND THE CITY OF JACK5ONVILLE 5TANDARD5 AND 5PECIFICATION5. 5. ANY D15CREPANGIE5 FOUND IN THE FIELD SHALL BE GALLED TO THE ATTENTION OF THE OWNER AND ENGINEER PRIOR TO PROCEEDING NITH WORK. 4. PRIOR TO BEGINNING CONSTRUCTION, GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMIT5 AND APPROVALS HAVE BEEN OBTAINED FROM ALL REGULATORY AUTHORIT€E5. 5. THE GENERAL CONTRACTOR 5HALL CONTACT ALL. OW4ER5 OF EA5EMENT5, UTILITIES AND RIGHT OF WAYS, PUBLIC AND PRIVATE, PRIOR TO TO )NDRKING IN THESE AREAS. b. THE CONTRACTOR 15 RE5PON51BLE FOR DAMAGE TO ANY EXI5TING ITEM AND/OR MATERIAL INSIDE OR OUT5IDE CONSTRUCTION LIMITS. T. THE CONTRACTOR 5HALL MAINTAIN THE 51TE IN A MANNER 50 THAT WORKMEN AND PUBLIC ARE PROTECTED FROM INJURY. 6. THE C<WTRA4T0R SHALL VSZIPY THE L OCA11ON OF ALL EXISTING► VflUT'I IN THE FE.D PRIOR TO C.Ohl5TRIZ110K q. 5TABILIZATION 15 THE BEST FORM OF ER05ION CONTROL. ALL DI5TURBED AREAS 5HALL 5E 5TABLIZED WITHIN 21 CALENDAR DAYS OF THE COMPLETION OF ANY PHASE OF GRADING. 10, APPROVAL OF THIS PLAN 15 NOT A AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-51TE GRADING, PERM15510N MUST 1315 OBTAINED FROM THE AFFECTED PROPERTY OWNER. H. THE DEVELOPER SHALL MAINTAIN EACH 5TREAM, CREEK, OR BACKNA5H CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND 5ANK5 OF THE STREAM ALL DIEBRI5, LOGS, TIMBER, JUNK, AND OTHER AGCUMULATION5. NOTE: HORIZONTAL STAPLE SPACING SHOULD BE ALTERED IF NECESSARY TO ALLOW STAPLES TO SECURE THE CRMCAAL POINTS ALONG THE CHANNEL SURFACE REFER TO GENERAL STAPLE PATTERN GUIDE FOR CORRECT STAPLE RECOMMENDARONS FOR CHANNELS. A $ C CRMCAL POINT'S A. OVERLAPS AND SEAMS A 77 S. PROJEC7ED WATER LINE =lill C. CHANNEL BOT�'OM/SIDE SLOPE VER77CES 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER, AND SEED. 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL. 4. PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH A 6" OVERLAP, USE A DOUBLE ROW OF' STAGGERED STAPLES 4 " APART TO SECURE BLANKETS. 5. FULL LENGTH EDGE OF BLANKET'S AT TOP OF SIDE SLOPES MUST BE ANCHORED IN 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4" OVER THE CENTER BLANKET AND STAPLED (2" FOR C350 MATTING). 7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT INTERVALS. USE A ROW OF STAPLES 4" APART OVER ENTIRE WIDTH ' OF THE CHANNEL. PLACE A SECOND ROW 4" BELOW THE FIRST ROW IN A STAGGERED PATTERN. 8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47711 USA 1-800-772--2040 CANADA 1-800--448--2040 CHANNEL LINER INSTALLATION 0 0 0 0 0 0 a 0 0 0 0 0 3.4 STAPLES PER SO. YD. (4.1 STAPLES PER SO. M) STAPLE PATTERN Seam Stitch GONSTRU T;ON NO 1. LOCATION OF EXI5TING WATER AND SEWER MAIN5 TO BE VER.=IED AT THE TIME F CONSTRUCTION. 2. CONTRACTOR TO MAINTAIN IO FEET OF HORIZONTAL SEPARA-'CN BETWEEN WATER AND SEWER LINES. 3. WATER AND SEVER SERVICES PROVIDED BY THE SITE GONTRAC70R. 4, ALL INSTALLATION OF WATER AND 5ENER MATERIALS AND PRAGTIGE5 SHALL MEET KITH THE CITY OF JACKSONVILLE'S 5PEC€FIGATIONS, 5. CONTRACTOR TO PROVIDE POSITIVE GRADES FROM BUILDING- TO WALKS AND U5E FILL AS REGUIRED, 6. THIS 517E 15 SUBJECT TO SELECT CLEARING AND NO CLEARING W1LL BE DONE Nl T HOOT THE OTHER OR HIS REPRE5ENTATIVE'S APPROVAL. '7. SITE 5UB6RADIN6: TOP501L AND UNSUITABLE MATERIAL REMOVAL AND D15POSAL ARE REQUIRED TO BE DONE PRIOR TO PLACING THE SELECT BACKFILL MATERIALS, 8. ALL STORM HATER HANDLING FA011-171E5 SHALL BE CONSTRUCTED IN ACCORDANCE N1TH N.C.D.N.R. STANDARDS AND SPECIFICATIONS. q, ALL PAVEMENT AND STONE BA5E SHALL BE INSTALLED AS PER 5TANDARD5 AND SPECIFICATIONS A5 SHOWN IN DETAILS. IO. AS THI5 SITE 15 DEVELOPED, ALL ENVIRONMENTAL IREOUIR.EMENT5 SHALL BE MET. II, ALL POWER POLES, POWER LINES, ETC. ARE TO BE RELOCATED TO ACCOMMODATE PROPOSED CONSTRUCTION, 12. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION. 15. DEVELOPER TO INSTALL STOP 51GN AS NEEDED. 14. HANDICAP PARKING 51GN5 ARE TO BE ABOVE GROUND AND BE EITHER R-_7 OR 12-5 51GN. 15. NO NATURAL GAS AVAILABLE. I&. ALL DRAINAGE SHALL BE SHEET DRAINAGE OR WITH SURFACE DRAINAGE (A5 5HOWN). I'i. ALL GLEAN -OUTS TD BE IN VALVE BOXES IN PAVED AREAS. l8, ALL EXTERIOR LlGHT5 WILL BE LOCATED AND P051TIONEP SO NOT TO AOVERSELY AFFECT ANY RF-51DENTIAL LOTS OR ROADWAY TRAFFIC. 14. EXISTING DROP INLETS AFFECTED BY GON5TRUCTION TO BE PROTECTED PER DETAIL. 20. PROP05ED ROOF TO BE PIPED INTO PROP05ED DRAINAGE NETWORK. 21. ALL DISTURBED AREAS WILL BE 5TABILIZED WITHIN 21 CALENDAR DAYS OF THE COMPLETION OF ANY PHASE OF,GRADING. 22. THERE ARE NO STRUCTURES WITHIN 50' OF THIS PROPERTY EXCEPT AS SHOWN. 25, CERTAIN SECTION OF CURB I GUTTER HILL BE SPILL TYPE (IDENTIFIED HEREON). 24• A NET TAP BY A PROPERLY LICENSED PUBLIC UTILITIES CONTRACTOR W1LL BE REQUIRED FOR THE SERVICE INSTALLATION. 25. ALL 51DEKALK5 FRONTING THIS PROPERTY SHALL BE FREE OF CRACKS, BREAKS, AND OTHER DEFECTS PRIOR TO THE ISSUANCE OF A G.D.. 26. ALL EA5EMENT5 ARE PUBLIC UNLESS OTHE-RN15E NOTED, 2-7. NO ARFA5 OF ENVIRONMENTAL CONCERN (WETLANDS, ETC.) EXCEPT AS 5I-TOWN. 25. THERE ARE NO N.G, GRID MONUMENTS WITHIN 2000' OF 51TE. 2q. RAMPS AT ALL SIDEWALK INTERSECTION5 NITH ROADS OR DRIVE5 TO BE ADA APPROVED. 50. ALL STOP 516NS SHALL BE RI-1, 30" AND INSTALLED TO MUTGD STANDARDS, 31, ALL HOPE PIPE TO BE SMOOTH GORE (DOUBLE HALL LOAD BEARING) AND TO BE 52. INSTALLED PER MANUFACTURERS 5PECIFICATIONS. 55, ALL TRAFFIC FLOW ARRON5, LINE5 AND CROSSHATCHING SHALL BE PAINTED AS IT IS SHOWN ON THE SITE. PLAN, 54. VERTICAL DATUM BA5EO ON NAVD IGi68 (TOPO FROM LIDAR DATA TAKEN FROM NG FLOODMAP54,0M) 35. ALL ROADWAY MARKIN65 AND 516N5 MUST BE IN ACCORDANCE NITH THE MANUAL ON UNIFORM TRAFFIC CONTROL OEVICE5 (MUTGD) A5 NELL AS IN ACCORDANCE WITH THE CI7Y DF JACK50NVILLE'5 CODES AND ORDINANCES. 36. ALL SLOPES SMALL BE 3:1 OR FLATTER. 5-I. AREAS NOTED FOR TRAILS AND GREENNAY5 AND/OR REQUIRED SIDEWALKS SHALL BE UNOBSTRUCTED FROM 6 INCHES BELON GRADE TO 6 FOOT ABOVE GRADE (OVERHEAD CLEARANCE), TELEPHONE PEDE5TAL5, ELECTRIC TRANSFORMERS, DROP INLETS, FENCES, OR ANY OTHER OBSTRUCTIONS 5HALL BE REMOVED AND/OR RELOCATED IN ORDER TO CREATE AND MAINTAIN TH15 CLEARANCE. 55. ALL CONSTRUCTION MUST BE COMPLETED IN ACCORDANCE KITH THE CITY OF JAGKSONVILLE'S MANUAL OF SPECIFICATIONS, STANDARDS, AND DESIGN, A COPY OF THI5 MANUAL 15 AVAILABLE IN THE PUE3LIG, SERVICE5 DHPARTMENT AT JACKSONVILLE CITY HALL. 3cl. THE OWNER OF THIS PROJECT MAY BE ELIGIBLE FOR A PARTIAL REDUCTION 1 THE MONTHLY 5TORMNATER FEE THAT WILL BE AS5OCIA ! GD N1TH DEVELOPMENT, TO QUALIFY FOR THE FEE CREDIT, THE OWNER HILL NEED TO PROVIDE TO THE CITY ENGINEERING DIVISION UPON COMPLETION OF PROJECT A COMPLETED CREDIT APPLICATION ACCOMPANIED BY A GOP-( OF THE 5TATE-15SUEP STORHViATER PERMIT AS HELL AS, A COPY OF THE 517E PLAN. 40. ALL TREE5 WILL BE b FT, IN HE16HT W/2 IN. CALIPER AT TIME OF PLANTING, 41. 50 FOOT ACCE55 EASEMENT, CONTAINING TRELLIS, TO BE CONVEYED TO THE CITY OF JAGK50NVILL:E AS A RIGHT -OF -NAY DEDICATION UPON REQUEST AND AT SUCH TIME THAT A PUBLIC STREET 15 PROVIDED A5 A CONNECTION TO THE ADJACENT TRACT TO THE NORTH. TO BE CONSTRUCTED PER DETAIL A -C r5251 ITV NOTE5: t THE PROJECT REGUIRE5 NINE TYPE -A ACCESSIBLE UNITS AND THE REMAINING GROUND FLOOR UNITS 5HALL BE TYPE-B UNIT5. NO GRA 1. NO CLEARING OR GRADING WORK SHALL COMMENCE UNTIL ALL EROSION AND SEDIMENTATION CONTROL MEASURES ARE IN PLACE. 2. CLEARING LIMITS SHALL BE CLEARLY DEFINED PRIOR TO , BEGINNING CLEARING OPERATIONS, CLEARING DEBRIS SHALL BE PROPERLY DISPOSED OF OFFSITE IN A PERMITTED LANDFILL FACILITY. TREES OUTSIDE OF THE CLEARING LIMITS SHALL BE PROTECTED DURING CONSTRUCTION. 3. CONTRACTOR SHALL KEEP THE CONSTRUCTION ENTRANCE IN A MANNER SUCH THAT MUD OR DEBRIS WILL NOT BE DEPOSITED ONTO CITY STREETS. ANY MUD OR DEBRIS DEPOSITED ONTO STREETS SHALL BE SCRAPED, SWEPT, OR WASHED OFF OF STREETS IMMEDIATELY. EROSION CONTROL NOTES: 1. THE EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES SHOWN ON THE DRAWINGS ARE INTENDED AS A GUIDE. AS GRADING PROGRESSES, MEASURES MAY BE ADDED OR DELETED BY THE EROSION CONTROL OFFICER AS DEEMED NECESSARY TO CONTROL EROSION AND SEDIMENTATION. IF GRADING CONTRACTOR FEELS THAT ADDITIONAL MEASURES ARE NEEDED OTHER THAN THOSE INDICATED, GRADING CONTRACTOR SHOULD CONTACT THE OWNER AND ENGINEER IMMEDIATELY FOR APPROVAL OF THE CHANGES. 2. ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE NCDEHNR -- LAND QUALITY SECTIONS 'EROSION AND SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL'. 3. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED IN ACCORDANCE WITH THE SEEDING SCHEDULE WITHIN 15 DAYS OF COMPLETION OF GRADING. TEMPORARY SEEDING OF SLOPES SHALL BE DONE AS SOON AS FILLING IS COMPLETED. 4, ROUGHEN SLOPE SURFACES TO MINIMIZE EROSION DURING VEGETATION ESTABLISHMENT. W145MXT10N 5EMENCE I. FLA6 CLEAMS& LIMITS AND SC44EMLE PRE--<X*6T dlG•i'ION DNS MTM EROSION C<WnZOL IN5PWTM GRADING C4NTRA6TORr AND OWNER TO OBTAIN 6RADIN6 PERMIT. 2. CLEAR MY THE AREA tEZESSARY TO INSTALL PE AIMETER'EIWSlOI'1 CONTROL t EASURES AND SMtIE i1' BA.91N5. S. INSTALL EROSION CONTROL DEVICES, (STOW ENTR.AW.,F, 51LT FED, TEHP. AND PERM. DIVER610N BERMS NTH EROSION C4)NTR0L MATTINS, AND 'TIrE•'fF'ORARY DIME W 5NSIN5). NOTEi C4N'iRAGTOR 15 TO ENSl)FZE POSITNE DRAIRAF✓' E OF ALL DIYURSION MRATION OF PRO. CT. 4. INSTALL TE WORARY VNER5I0N DITCHES AS Sild?" ON FLANS. EIESIN C,ON STFZZ11ON DITCI$'S FROM 7HE SWIMEiT BASINS 50 THAT ANY ER05ION TMT OC UPS DURINS THE CONSTRICTION OF THE DITC4 KL.L BE GAPTUF ED BY THE BASIN. 5. CLEAR ONLY THE AREA NEZeSSARY TO INSTALL REMAIMN S LION CONTROL PIPS. 6. CLEAR THE RE MANER OF THE SITE ONLY AFTER ALL EROSION CONTROL tC- d !S AND ALL 5EDI! ENT BASINS HAVE BEE31 Got' FIZT'ED AND ARE RNOT HIN6. 1. 6RAVE ROADWAY. 6. INSTALL ANY R23--WNIN6 INLET ANC3 C TTLET PRO TWTION STRUG't'1JI�a•'r. q. INSTALL V11LITIE S INGLUIDIN6 WATER AND SANITARY SDEPL 10. 6RADED AREAS ONCE FINAL 6RAUE 15 ESTABLISHM. INSTALL MER6RO" UTILIITES. 11. INSTALL STONE, CURB AND ASPHALT. 12 DREG AND S ROADWAY SHE AND SLOPS. 15. ALL RESULT1N6 D15TURE W AREAS. 14. INSFF,OT AND MWRTA1N B7OSION CONTROL DEVICES FOR MRATTION OF C.ONSTRZTIOK 15. AFTER SITE 15 5TA ILIZED, REMOVE TE3' PORARr 57,05toN G4)NTPX3- DEVICES, FILL 5AgIN'S WITH STOOCPIL.M INSTALL PER?' NT E ROVON 'TY Ir�RFS AND SPOT SEED AND N A_CH ALL RfEM11Nb AREAS. INSTALL SEREt-� FI: NCAN6 WITH ROCK OVTLE75 EVERY 50' AT THE TOE OF SLOPES TO C.vN ROL THE SMALL. AREAS OF THE SWII-EW BASINS. 16. PROVIDE FERMANERr 6ROJND COVER ON E4209M AREAS WITHIN FIFTEEN 05) P^tWJKIN6 DAYS OF cO�ON OF ANY P! 16E OF CONSTRUCTION. 11. COtMA4CTOR 19 R95PON515LE FOR ENRMNkS POSITIVE DRAINAGE OF AREAS. 0. NO MEA4AJRE SHALL BE R,EMOVW L*ML SITE 15 STA'lBILIZ!`37. GAT WITH ER!OVON CONTROL. INSPEOTOR AND E3'IG1REMOVAL OF ANY DEVICE CAN OCCJAPL -PE-TLANND GR055iN65 CON5 TRIG TION 5 Ol1E-N6E EEE DETAIL TO R1&W. 1. CULVERT5 ARE TO BE ; INSTALLED WITH 7HE tISE OF C4ffi R DAMvSAN06AG VAM5. 2. KEEP CLEARING AM EXCAVATION OF THE 5TREAM BANKS AND BED TO A MINIM. 3• INSTALL TEMP. Ck::) J ANVBA6 DAM ABOVE AND E ELOH CULVERT IN5TALLAMON. INSTALL Tom. 2-36' CULVERTS TO DIVERT Yuen -AND THROUGH AND AWAY FROM C JLVE32T INSTALLATION. 4. ESE CULVERT OUTLET 15 STABLE PRIOR TO 01\49Z H9 FLOW. 5. REMAIN OUi OF PeTLAND WITH ANY FILL UNTIL THE FLOW HAS BEEN DIVERTED. INSTALL OTHER 2 PERMANNENT PIPES. 6.. REINSTALL ALL MCZ66ARY SILT FE W.,046. T. UPON GOM'I..ETION OF 2 OF THE CJJLVERTS DIVERT FLOW TO ONE OF THE - PIPES RD-C TEMP.'CLLVERT AND INSTALL LAST PIM INSTALL SWIMEW FENGIN5 ABOVE THE INLET AND OVTL1c"T, FILL, C.UWACT AND STABILIZE ANY PART OF THE STREAM THAT 15 UNSTABLE APPROPRIATELY. 8. AS FILL t5 5RO GW UP THE OTHER UTILtTl1a CAN BE INSTALLED. q. C+IECK AND REINSTALL ANY SILT FEWAN6 THAT NEED TO BE REPAIRED REGULARLY DURING C4*61 RXTION. A-TLANP CRO551NO GON5TRZTION 5EMENCE FOR 5 NER SM DET NL TO RI6i•IT. , 1. 5EHER 15 TO BE INSTALLED AND CROSSINS C.OMPLEzi IN I DAY. 2. KEEP CLE.ARJN6 AND EXCAVATION OF THE 5TRE":AM BANKS AND BET? TO A HIRIKH. 3. INSTALL. TEMP. DAM ABOVE 9BNER INSTALLATION INSTALL TEMP. CULVERT TO DIVERT WETLAND THROUGH AND AWAY FROM 5EPt9Z INSTAL.E.ATICK 4. E�.•SURE 0XVIERT OUTLET 15 STABLE PR10R TO DIVE3:MNS ROW. S. REMAIN OtJT OF STREAM WETH ANY FILL VJ ML THE FLOH HAS BEEN VNeZIM. INSTALL FULL SBGTION OF SB43Z PIPE OVER c4 O99046. 6. REINSTALL ALL �Y SILT FEW IN6. T. LFON C::) L TON OF SaofR RE?-i TEMP CULVERT t15E TEMP DING ABOVE DAM IF NECESSARY CON#PACT AND STABIUZE ANY PART OF THE STREAM THAT 15 UNSTABLE APPROPRIATELY. D. CHECK AND REINSTALL AW SILT FE W-M46 THAT NEB TO BE REPAJRED RESULARLY DURINS CNSTR=10N. ? P.^, R.V , cA PI N, i Top 1 ' FL ON I 7 r?'r n'P l C '�.J.w. ••' I `� I i C.: L 1 PLAN € Tyr- „rw ,,.I,K :.'f..•• r��.•i i•: '�: t:. ti ti t•.. ^:�� .rah •, :.: x teaA:,:. ,�'(� \K•nr-```yi'�� t .•_ .. '^"'!..-1 '� .,r r•: �,�� T. ' `!. "'R ..C. - ,• %'� r �� �Zn+�� .r: ;,t_:i_�"_ ".� SECTION A -A i% rCf'*�f•::r�lr'l r.7sV�.r..f ':. F.ri rf . .t.Lr +�.:. �fi., rw 'i6� ��L'l rL!`�i1. El C4 Ass 1 ! . r�-l�.t � TJ 4 ' v, ..�' . "C.R E!i i. Z' CLASS' :: R,(P-R-P ,iN L.:=GE. 57AFI -5 t`AS 0.74EC'Sa 4) `.S Pii ..0 C T i � - �� i :: i � L � } :YTr r ,�: i F, i � n . CfY;�L v Eimer'.: Cl+D�l:✓ ,tj'r;±,•:� :.`: %i�r�i=U.; t:.:::' Li.','_.� w� :%"i..rl i' a✓iJ JTL �•:; .•.S ��-�:%. rG cn �C .,.r �� Ate: „ S1 .:NY R...r;lln^,,., .::• s...� �✓ ,Lr1 n'd,�.•, � .:n.� �Nr'.::L Ci'.SsST c:r ,AlAri:liG OR A ,; CITO V.-•vC,'A; �'r'� ..i.'r'.`; . WETLAND 5TABILIZATION WITH~ MAINTENANCE CROSSING 1 I � 10 • xrN. � FL ON ram.....-_ y-•'�?.- SO ' MIN, I I I 10 ' X 10 ' 061y., rFRIHG BASIN P 2: 1 SICE SLOPE 70P OF SAW ITEMP, CVP I X� Ll SAh7X?AJS PIPE - � ! ' TNiCK if4 it'dSN a SrcNF .;I �I I - j s I-:K40 COHSTgXrlaN S-A$ gFHT I PLAN �- PCB YEThrYLEf _E FAEF.IC TOP CC' BANY GY FACE j8 xL. THICK] r^-" ,;, •ram; �' .f cp . �DVER ,..- � PIPE •k �.'� FLAN, ['-`! (? TE.YP. Z4' M 4R' CM? �" •`r 'ram' �"�'��;} XIN. " __xCROSSING TEN,P�RY 10 ' WIN. € € PIPE sTi DAM SAA5eAGS SYNMETIC FIL rSR SECTI ON A A FA$?IC NUT"cS' 1) c"POSTOY 57'0'f TO SE 'CLASS I • RIP -PAP UNLESS DESIGNATED QIC'F'FPCH' Y ON PLAdI. Z) K$Y SAhWAGS C FILTER. FABRIC INTO CREEXaANKS AlyV INYERTS h'HE'N POSSIBLE. ?/ PIPS' 51Zc AND HL455R TG BE DETERMINED BY ENaINEEr7 LW PLAN. CC61,EM' rG COG STD. MO. Z:4 AS Pft0JECT IS SrAQILIZED. 1SEF COG STD. NO, 2141 5) SjMD6,6G5 P Yr'i YLEt1E C Tex. '.fRY CA✓.w MAY SE DnErEJ Lw OgA1NAGE 0I7PTS. MITHOUT ACTIVE PLOY AS OIRECTED Sy ENGINEEP. 5TANIDARD SEDIMENTATION CONTROL FOR NETLAND CR0551 N6 DURING CCON5TRUOTI ON v^C' ABC OA s5 STO."S E►.<:7r OF A,Pl.' C vE-07S i� c:A,,'--Ea OF CLASS, a 5 P C.,'. Is G�1TcR rr •„ • �: � I �; :l;.I....' I` € is . �:.,iGxl:it= {�•: Ili. 1: 1;Z II = ti:Jv: A3» On iR E E�OS:�♦ STC,E ;^7i t 25 :25'. S+tii.NN.. I I UN RiLRJ TO? O SANK s :pa O; BANK PLAN APB 1,1 IHlu=d Id Ott lauz� AN E ENS COMMISSION F TEMPORARY i6 ETLAND OROSSI NCB 1I LU RIDGE REF. # 0 7.1-04A,-NN fr �­2,E-V 1 !J 10N5 GI T Y COMMENTS 10/22/06 TM CITY COMMENTS €1120108 JJ CITY COMMENTS 12/30/08 JJ zJU o }� �d raj �n Lu z . i� d Q ��IL �Lu z� z I.0 o Z Z lu N 1L I = w z uj �- 5 I TE NOTE5 SHEET I 6 11,X 11 TE .JJ.1 AAA 1 400''/ VEGETATIVE SHELF TO BE PLANTED PER LANDSCAPE ARCHITECTS PLANTING PLAN TOTAL DRAINAGE AREA TO POND 16.0 AC. IMPERVIOUS AREA 10.3 AC. (64.0% BUA OF D.A.) REQUIREMENTS: REQUIRED PRO----IA12ED SURFACE AREA 38890 SF 40954,SF (REQ. FOR 90% TSS REMOVAL) PERM, SED. STORAGE 7,260 CF 21,605 CF FROM 32' TO 33' IN POND AND FORSAY TEMP. W.Q. VOLUME 54,886 CF 104,019 CF STRUCTURE: SIZE WATER QUALITY RELEASE 3" RISER 36" BARREL 24" EMERGENCY WEIR 30' z O SEE SHEET 5 FOR POND DIMENSION CHART AND DRAINAGE EASEMENT DIMENSION CHARTS. IL v - 6 ON TRASH RACK WITH ANTI -VORTEX SUPPORTS K WITH A TOP GRATE _T I SPACED 6" OC E/v E3- O fV GRAPHIC SCALE 30 0 15 30 S0 FE5 --- �_ INY. OUT= 36.4 RIPRAP OUTLET I APRON = 15'X12' C 41.zs' I THICKNE55= 12" I ' CLA55 I RIPRAP W � • � � GASKET O ►� 0 -- lol-olr 0,36" DIA () ALUM. PIPE li S—' CAP i RISER 24" CAP { 35.86 - 6.86' _ EXTENSION SUPPORTS (2 x2 ALUM ANGLE) I I lII '-r g r--`�l_il�'-Ill--1-.111�J�/!l �l= BOTTOM OF EXTENSION SUPPORTS (4 REO'D) Q EMBEDMENT DEPTH 1.75' CONCRETE FOOTING 7 -O° -3000 PSI CONCRETE 4I'Xgt'X2 .S' V DEPTH = 25 0.5 GY) 4 SHOF" DRAW11"14GS' MUST BB"T' THE U_ 1%1 I T C01"'N'STRUCTION' 0 ID n L ( IN FEET) I inch = 30 ft. PO. ID CON,; TR UC?'10N NO?"FS.- = o;r.:Ri ^N-R,.^TC- IS RESmC';S2__. �c= :rot ER'rr v_.s C A C_r-C i D. N1.1. F!P :r`C�.N T 10 2. TIH-F. vN':,ACTV? V+ 'ST PROViD Ti»E ER '.'T L.'~. C:;_-, DAl'S AT TriE ' STAG-7-C A. 47 CJ7C'r iR:I:H w:{CAVA r-'N; %:%:.:? TO -3nCK"iLL " ir.: STA"T`C C. CJIJ"`�_":'. LI09 P Q/ 0 �O � k / FIRE HYE C"xh" TE: 6" ay. .,+/ 1 NJ /:. f / l L2-7i DAM AND EMBANKMENT CONSTRUCTION 1) GENERAL -- THE POND AND DAM AREA SHALL BE CLEARED, GRUBBED AND STRIPPED OF ALL VEGETATIVE MATERIAL AND TOPSOIL PRIOR TO DAM CONSTRUCTION. THE DISPOSAL OF TREES, STUMPS, CONSTRUCTION DEBRIS, VEGETATIVE MATERIAL, ETC. SHALL NOT BE PERMITTED IN THE DAM OR POOL AREA OF THE POND. WHEN BLASTING IS USED TO REMOVE ROCK FROM THE POOL AREA, THE BLASTED AREA SHALL BE OVER -EXCAVATED TO A DEPTH OF AT LEAST TWO FEET (2') BELOW FINISH GRADE AND BROUGHT BACK TO FINISH GRADE WITH CLEAN RELATIVELY IMPERVIOUS SOIL MATERIAL COMPACTED IN PLACE. 2) EARTH FILL DAMS A) SOIL MATERIALS USED FOR EARTH FILL WHICH ARE HIGHLY PERMEABLE OR WHICH EXHIBIT SIGNIFICANT SHRINKAGE SWELL, OR DISPERSION SHALL N07 BE USED IN THE EMBANKMENT. B) A CUTOFF TRENCH (CORE TRENCH) SHALL BE PROVIDED WITH A MINIMUM WIDTH OF FIVE FEET (5'). THE CENTERLINE OF THE CUTOFF TRENCH SHALL NOT BE LOCATED DOWNSTREAM OF THE INSIDE TOP OF SLOPE OF THE DAM, THE CUTOFF TRENCH SHALL BE CAREFULLY BACK -FILLED WITH HIGHLY IMPERMEABLE MATERIAL AND COMPACTED TO AT LEAST NINETY-FIVE PERCENT (95%) OF STANDARD PROCTOR DENSITY. C) THE MINIMUM TOP WIDTH OF THE DAM SMALL BE TEN FEET (10') AND SLOPES SHALL NOT BE STEEPER THAN 3:1 (THREE HORIZONTAL TO ONE VERTICAL) ON THE DAM OR EMBANKMENTS AROUND THE POND. D) ALL DISTURBED GROUND AREAS AND EMBANKMENTS SURROUNDING THE POND SHALL BE MECHANICALLY STABILIZED OR HAVE PERMANENT GROUND COVER ESTABLISHED IN ACCORDANCE WITH THE PERMANENT SEEDING SCHEDULE. DETENTION POND LANDSCAPING: 5cI1 LF OF 4' GREEN VINYL G0ATED GHAINLINk (W/ 51511 LF OF REQUIRED LANDSCAPING): ,20 TOP OF Df+M -711/1 LEMER6ENGY NOTES: 1. OWNER SHALL BE RESPONSIBLE FOR ROUTINE OPERATION AND MAINTENANCE. 2. CONTRACTOR SHALL ESTABLISH GRASS ALONG THE POND BANKS AROUND THE PERMANENT POOL AS SOON AS GRADING OPERTIONS DICTATE. SEE PERMANENT SEEDING SPECIFICATIONS FOR SEEDING SCHEDULE. 3. THE PERMANENT WET DETENTION POND SHALL BE USED FOR TEMPORARY SEDIMENT STORAGE DURING CONSTRUCTION, ONCE THE SITE HAS BEEN STABILIZED, THE PERM. WET DETENTION POND SHALL BE CLEANED TO THE DESIGN GRADES, ALL SEDIMENT SHALL BE REMOVED AND THE POND STABILIZED PRIOR TO ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. 4. SEDIMENT SHALL BE REMOVED FROM THE POND DURING DEVELOPMENT WHENEVER THE STORAGE VOLUME EXCEEDS 75% OF THE POND VOLUME OR REACHES ELEV. 33' 5. POND HAS BEEN DESIGNED FOR A MAXIMUM 64% IMPERVIOUS AREA OF DRAINAGE AREA, 6. FUTURE DEVELOPMENT SHALL INSURE THAT ALL FUTURE IMPERVIOUS SURFACE WILL NOT DISCHARGE INTO THE DETENTION PONDS AT A LOCATION WHICH WILL SHORT CIRCUIT THE REQUIRED 2:1 LENGTH TO WIDTH RATIOS. 7. OWNER SHALL BE RESPONSIBLE FOR THE PUMP REQUIRED TO BE USED AS THE DRAWDOWN MECHANISM TO COMPLETELY DRAIN THE POND. 8. CONTRACTOR SHALL COORDINATE WITH THE OWNER AND THE OWNER'S LANDSCAPE ARCHITECT FOR THE SELECTION OF PERMANENT AQUATIC PLANTS. AQUATIC/ WETLAND VEGETATION SHALL BE ESTABLISHED AROUND THE PERMANENT POOL AND AS FAR UP THE SLOPE AS POSSIBLE. WETLAND VEGETATION SHALL BE ESTABLISHED TO AT LEAST A MINIMUM DEPTH OF ONE HALF FOOT BELOW PERMANENT POOL. EN&1 R'S STATEMENT 01-- POC V AND DAM 5AFE7Y THE STORMAVATER POND AND DAM SHOKN ON TH1 5 PLAN SATISFIES RI OWREMENT5 OF THE NORTH OAiROL1NA STATE DAM SAFETY LA'r4 OF I'q1 [A5 AMENDED THROUSH IGa51 AND THE RULES AND REGULATIONS A5 PRE5ENTED IN THE N(PIRTH CAROLINA ADMNISTRATIVr GODc TITLE 15A, SUBCHAPTER 2K - DAM SAFETY, EVEN IN THE CASE WHERE THE DAM SHOWN ON THI5 PLAN 15 DET'ERMINED BY THE STATE TO BE EXEMPT FROM THE A50VE NOTED DAM SAFETY iZGIUIREMENTS, 1, A5 THE QUALIFIED DE51N ENGINEER, STATE THAT THE POND AND DAM ARE DE5*1NED TO 5E SAFE AND ADIEOUA 1 POR THE PROTECTION OF PUBLIC HEALTH, SAFETY, WELFARE, AND DOWNSTREAM PROPERTY. I UNDER5TAND THAT TH15 STATEMENT AS THE DE516N ENGINEER SHALL NOT RELIEVE THE OKNER OR OPERATOR OF THE POND AND DAM FROM THE LE6AL DVTIE5, OBLIGATIONS, AND LIABILITIES ARI5IN6 FROM SUCH OWNER5HIP OR OPERATION. THE 5TORMVA T ER CONTROL STRU(,-TIjRE(5) 5HOV4N ON TH15 PLAN 15 DE5I6NED TO REDUCE THE P05T-DEVELOPMENT I -YEAR 24 HOUR 5 T ORM EVENT AND THE 10-YEAR 24 HOUR STORM EVENT TO PRE -DEVELOPMENT RATES. �L/ t PER - 44.1 423 3FIL HA �' DE TIl�l N. T S. N. T. 5. KL.L. BE o5vjwc� EITHM ON -SITE OR I fWM OFF5ITE SOURCE. THIS LINED EMBANKMENT SHALL BE CONSTRUCTED OF UNIFORM MATERIAL KL.L BE PIRCMDW UP TO THE SHKr OR 10OYR ELEV. K•NC.-F_-V 19 Lam. (FREE OF EXGE55 51LT, ROCK OR 6R \1EL, DEBR15 OR SOIL-5 CONSULTANT ZRALL P94MVE HYDRAL 1.IG C0H=' 1,ATY TEST FELTS 1lEGETATI`,/E MATTER} GOMI`'AGTFD TO g59b OF MAXIMUM DRY T® `5 E MATMAL 15 AEG THEE RE IREMER I�. ALTERNATIVELY A HVn L ltNER KITH E WIVALENT 5CTIVE HYDRAJJLIO C0t' GTM1Y AMY SE DEN517'' IN ACCORDANCE WITH A5TM D1551 (5"-12" L.IF75). FROVIDW. CST HTH SOILS COW.-C .TARTT FOR KALL SF5C_IFI0A-noNS Ate? MTAILS TO ODE THIS CONMroTM1Y OR ALTERKA11VE ;=REEBOpeROs EXTEND LINER TO L -55ER (LO1^ M OF 41100 YR. STORM = 1.05' OF SHWT OR TOO YEAR ELEVATION IO YR STORM = 1.415' b0' VIA., IO GAGE ALUM. 5% ADDED TO EM5ANKMENT FOR 5ETLEMENT EL.44.35 I BA ON TO 6 ALUM. i0.0' SHY i' APPRC?X 42 5` PER 5C71L5 REPORT (FIB BORII�IG5) BARS DN TOP 6" o-G EAGHWAI' 10' 3NIL7E TOP OF .DAM 44.IO` Sf-IY�1T. �€2.�`:HiC�F#�aT C3P � 1=1ELT1 BORING`7ETERMINATIONS, 4 i^iITH ANTI -VORTEX PLATES 6RA55 WEIR 50' LENGTH EMERGENCY 5P I LLWAY ELE\. 42.5' --- �o" --- ICJO-YR FLOOD a • 43 0� i 1,--YR FLOOD EL 4211 lc&%= INEQ8m6' o-NIe 1. DEVELOPERS SLUE RD6E DEVELOPMENT 5826 5AMET DRIVE SUITE 105 HIGH POINT, NC 21265 336-8&4-1500 2. TYPE OF ROADAyAYS: CtRB AND &UTTER 5. SLOPE51 0-296 5. SEAAOE DISPOSAL SHALT. SE BY PRIVATE COLLECTION 5Ei"eR< 4. THE PROPERTY OHNER (OR HOMEOi^L*IERS' A550GIA' ION} f5 RESPO45I5LE FOR MANTAININS THE COMPLETED PERMANENT i^ZT DETENTION POND AGCORDIN6 TO THE APPROVED MAINi7ENANCE PLAN AS DIRECTED BY THE 6OVERNMENTAL OFFICES HAVINS JUFRI5DICTiON FOR 1^ATER5IKED PROTECTION AND IF THE HOMErO"Qr_-R5' A$50CIA'e ION SHOULD BE DISSOLVED OR CEASE TO EXIST, THEN IN THAT EVENT ALL THE OKNERS OF RECORD AT THE TIME OF REOJIRED MAINTENANCE SHALL BE JOINTLY AND SEVERALLY LIASLE FOR ANY AND ALL COSTS A•i"i ENDANT THERETO, 5. THE 60VERNMENT OFFICE HAVING ,WRES>7fGTi01~t FOR WATER5HED PROTECTION AND THEIR AZS*N5 HAVE Rf6HT OF ACCESS TO THE PERMANENT STORMAATER CONTROL(S) FOR INSPEOTIONS AND MAINTENANCE ENFORCEMENT, 6. THE PERMANENT' V EYLPOND DETENTION SHALL HAVE FULL DESIGN VOLUME AVAILABLE PRIOR TO ANY ISSUANCE OF CERTIFICATES OF OCCUPANCY FOR SITE ANOJOR PRIOR TO ANY PLAT RECORDATION FOR THE SITE. THIS MAY REWIRE THE CLEAN OUT AND DISPOSAL OF SEDIMENT FROM THE POND. T. THE CONTRACTOR SHALL SCHEDULE A PReCON5TRUCTI0N MIELIrIN& YUTH THE CITY OF JACKSONVILLE A'tATERSHEO EN6iNEER AVHEN THE PERMANENT eETPOND DETENTION SITE HAS BEEN CLEARED AND THE MTPOND HAS BEEN FIELD STAKED. r. B. FINAL APPROVAL OF THE A'iEETPOND DETENTION SHALL BE DONE AT FINALIZATION OF THE ORAPIN6 PERMIT OR AT ISSUANCE OF THE FINAL SUiLDIN& CERTIFICATE OF OCCUPANCY WHICHEVER COME5 LATER. THE POND SHALL EBE COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, INCLUDIN6 ESTABLISHMP PERMANENT 6ROUND COVER ON ALL EMSANKMi NT5 KTH THE WETLANV AND DAM COMPLETELY CON5TRIJCTED., A PRE -CERTIFICATION INSPECTION 5HALL 5E COMPLETED SETiNVEEN CPT I EN6INEERIN6 i 5URVEY1N6, INC AND THE ENFORCEMENT OFFICER AND ALL ITEMS IDENTIFIED DURIN6 THAT IN5PECTION SHALL BE, COMPLETED PRIOR TO THE ACCEPTANCE OF THE EN&INE5 CERTIFICATION Oir COMPLETION. THE CERTIFiCATION OF COMPLETION 5HALL NOT PRECEDE THE FINALIZATION 012 THE 6RADIN6 PE5WIT OR THE ISSUANCE OF THE' FINAL G.O. BY MORE THAN TWO f2) PeEKS. OPERATION AND MAINTENANCE INSPECTION EVERY IMONTH TO INCLUDE THE FOLLOWING: 1, REMOVE DEBRIS FROM THE TRASH RACK 2. CHECK AND CLEAR THE ORIFICE OF ANY OBSTRUCTIONS. 3, CHECK THE POOL'S SIDE SLOPES; REMOVE TRASH, REPAIR ERODED AREA BEFORE THE NEXT RAINFALL EVENT. INSPECTION EVERY 3 MONTHS TO INCLUDE THE FOLLOWING: 1. INSPECT THE COLLECTION SYSTEM (1,E< CATCH BASINS, PIPING, GRASSED $WALES) FOR PROPER FUNCTIONING, CLEAR ACCUMULATED TRASH FROM BASIN GRATES AND BASIN BOTTOMS, AND CHECK PIPING FOR OBSTRUCTIONS. 2. CHECK POND INLET PIPES FOR UNDERCUTTING, REPLACE RIPRAP, AND REPAIR BROKEN PIPES. 3. RESEED GRASSED SWALES TWICE A YEAR AS NECESSARY. REPAIR ERODED AREAS IMMEDIATELY, INSPECTION EVERY 6 MATHS TO INCLUDE THE FOLLOWING: 1, REMOVE ACCUMULATED SEDIMENT FROM THE BOTTOM OF THE OUTLET STRUCTURE. 2. CHECK POND DEPTH AT VARIOUS POINTS IN THE STRUCTURE, IF DEPTH IS REDUCED TO V OF ORIGINAL DESIGN DEPTH, SEDIMENT WILL BE REMOVED TO AT LEAST ORIGINAL DESIGN DEPTH. MAINTENANCE AS REQUIRED: 1• MOW THE SIDE SLOPES ACCORDING TO THE SEASON. MAXIMUM GRASS HEIGHT WILL BE 6". 2. THE ORIFICE IS DESIGNED TO DRAW DOWN THE POOL IN 2-5 DAYS, IF ORAWDOWN IS NOT ACCOMPLISHED IN THAT TIME, THE SYSTEM MAY BE CLOGGED. THE SOURCE OF THE CLOGGING MUST BE FOUND AND ELIMINATED. 3. ALL COMPONENTS OF THE DETENTION SYSTEM MUST BE KEPT IN GOOD WORKING ORDER. VEGETATION ABOVE THE PERMANENT POOL: 1. VEGETATION ABOVE THE PERMANENT POOL SHALL BE A BLEND OF LOCAL GRASSES. MAINTAINED BY MECHANICAL MOVING ON THE SAME FREQUENCY AS THE APARTMENT GROUNDS. MOST AREAS WILL BE SERVED BY A SPRINKER SYSTEM, 2< LANDSCAPING WILL BE PROVIDED ABOVE SLOPE BENCHES SUBJECT TO APPROVAL BY THE CITY OF JACKSONVILLE. LANDSCAPING ONSITE WILL INCLUDE A VARIETY OF SPECIES OF SHRUBS, UNDERSTORY TREES, ECT, IMEMS- CM-M-FlOiATIONOF ITY 0JA LAITY CAONTP I CERTIFY THAT, PURSUANT TO GENERALLY ACCEPTED ENGINEERING 5TANDARD5 IN THE COMMUNITY, IT 15 MY PROFE55IONAL OPINION THAT RUNOFF FROM THE FIRST'1-1/2 INCH OF RAINFALL. FROM AREA5 THAT ARE REQUIRED TO uE CONTROLLED PER THE SECTION OF THE CITY OF JACKSONVILLE ORDINANCE: QUALITY AND GUAN17Y CONTROL, 15 OBTAINED BY A PERMANENT ENGINEERED 5TORMWATER WET POND THAT HA5 BEEN DESIGNED TO MEET OR EXCEED THE REGUIREMENT5 IN THE NC STATE STORMkIATER MANAGEMENT MANUAL. ���@Sid461I68'BB'ts�� 51GNATURE, P.E. SEAL Q�' �1i DATE: _ �S` �t �% S -All 0249E . t 5 MIN. �ddd rdddb3li RIP -RAP I' THICK MIN.-\ rnn n= nn==I =! Awn BAFFLE WEIR 1=LEVATION 5q.0 WIDTH 10' 2 _ . I CONTOURS SHOWN REFLECT TOP OF RIP RAP 1 • NTS 1. OWNER (OR OHNERS A-S IATION) SHALT. BE RE5PON50LE FOR ROUTINE OPERATION AND MAINTENANCE. 2. CONTRACTOR SHALL E57`A5L15H GRA55 ALONG THE BANK5 AROUND THE PERMANENT POOL A5 50ON AS 6RADIN6 OPERATIONS D'sCTATE, SEE PERMANENT 5EEDING 5PEGIFICATION5 FOR SEEDING 5GHEDULE. 3, THE PERMANENT POND DETENTION SHALT. BE USED FOR TEMPORARY SEDIMENT 5TORA6E OUREN6 CONSTRULTION. ONCE THE SITE HAS BEEN STABILIZED, THE PERM. P'IETLAND DETENTION SHALL BE GLEANED TO THE ORIGINAL DE=516N GRADES. ALL SEDIMENT SHALL BE REMOVED AND THE POND 5TA51LIZEP PRIOR TO 155UANCE OF THE CERTIFICATE OF OCCUPANG'', 4. 5EDIN'IENT SHALL BE REMOVED FROM THE POND DURING DEVELOPMENT leiHENEVER THE 5TORACGE VOLUME EXCEEDS -7556 DF 7HE POND VOLUME. 5. POND HAS 5EEN DESIGNED FOR A MAXIMUM 64.096 IMPERVIOU5 AREA WITHIN THE DRAINAGE AREA, 6. A PUMP WILL E3E PROVIDED BY THE OHNER (OR OWNER'S ASSOCIATION) IF NEEDED TO DRAIN THE POND FOR MAINTE ANGE. 5K I MMER NOTE: I. DURING EROSION CONTROL 13LOGK WATER RETAINING WALL QUALITY ORIFICE AND ATTAGH 6SKIMMER TOP ELEV. 48. Q' WITH 6" ORIFICE TO 5" POND DRAIN. ,1'KIMMH2Iry 'T Iry /ONLY RD SE tJaW PMN6 c4xisTR ..,nc d �I� I I rylilb I.Y�I�YI�11111��11-I�IIII .�.IwW�I... SEE WALL PLANSALUM. FLAN(SE JOINTS TOP OF RISER EL. 41.25 �•�, . � CONSULT WITH SOILS CONSULTANT 5 w/ 6A5KETS 8 5TAIRLE55 CONCERNING P£RME4810Y TEMEavRARY PLATE WITH SKIMMER HOSE ATTACE 1ENT REQUIREMENTS. 5TEEL 5OLT5 ti, 3 d b' SKIM HITH 60 owmcz EARTHEN FDREr3AY BAFFLE I 2- bC� DIA. �., _ = I' OF PIP P, : ALUM. ANTI -SEEP PLATES \ �� Q � � �__ SKEMMER � r AP DINER BERAf „ 0- AQUA SHELF TOP, ELEV 39.5 ELEi!: • 40.0' ` Is , �' vr _ 1xV: Et:v,a- PERJ✓1ANAll," d ENT POOL (NORMAL POOL) 5� 1=IRST � JOINT To � - � ''D MIRAFI 160N FILTER FABRIC, M 24 cxrr or - AQUATIC SHELF BOTTOM ELEV 38<5' ELEV: 2 I�f 'UAO �� rlJ 6AET ELE✓. 39. D'' •I { ' " A MINUM C� I.05'& 3 1 AN 46 1f Of 24 LU 3 �� COMMISSION / / /_ //' `./ BQTTOhf OF' PERMANENt: POO 33 0 _ `-mil/ -I/ �-./ ; ll�•�.�,,T SEDIMENT STORAGEscD�t�E�vr StOGE l�..,,.,�/�.o Ti .rtt �P N r S �\ , BOTTOM OF POND 32.0' LIMIT OF EX0A1/ATION` 5TR 1 PP I NC-� �`-�` -- - p'� a D =- GONG. BASS 8' DIA,. ALUM. SHEAR GATE ,� PERM SED. STORAGE: 21605 FT -J POW ;BARREL, 8 TOP OF � ALL CONrEcTIONS MUST t�, �j�� 4J�1£R ; 12 TOP SOIL REMAIN KATERTI&HT 8.o rooTiNr* ELEV= 56.B6 5' � MIN Ot�ERE.�G4t��4iE F�ONfl BY 2�#' AND 2 DEEP (MIN} NOTE: OF 6' PIP PIPE F�R RECOMMENDED PLANT LIST SEE DETAILED PLANTING PLAN GUT -OFF TRENCH 1. R15ER, BARREL, AND TRASH RACK SHALL BE CLAY LL RAL N COMPACTED A5 SUPPLIED BY GONTEGH CONSTRUCTION PRODUCTS c(Ar I�arERraL Alvo rz' roPsolc, ��DAM C ION OR EQUAL THERETO. J� �.�1 2. 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Qj GRAPHIC SCALE as p 20 ao 80 ISO BEFORE YOU 010 ICALL 800-632-49.49 IN FEET N.C. ONE —CALL CENTER IT'S THE LAW 1 1 inch — 40 ft. • Q F k'•• • r :r r � A �..11L 024gi41 I Ll 1 i rr� dip,• • - ��� _ 1�f it 1 I c 1 i 5 l i }} i i i i I I .; i IflflkVt 1 t( . i tytyt S ! i] i i k t ' i 1 j � r r Lu A �tl OLu Z OL OL r -7 45.b4 iNVt L !� € OIL S NEOF AST ! I I r k ! O ✓� z I l ; i .y z t k i I it uj r\ { 4 R p I I t{{ -i 1 Y. .�7 may/ 1 1 1 1 1 ` I i l � t j i 5 t t S t I 1 I 1 i I e ( E Ijr 4( I 1 i t i 1 t J{ I I I i f i i j t tu I � t t i I i I 1 5 i , l i i t I l i V 1 ! t t i , 1 11 s i 1 i 11 t 1 8 D!• � ! �0 � � � � I � j k 1 i � 1 .i• I � : i ; i ! 1 ► 1 �� I .F. o. c ! all a.1.P. i 1 { s 55 PROFILE --------------- 1 55MH #4 to 1 k 1 - �„ >.i.P. 1 1 !! 1 5TA. 1o+oo-I-7+oo ,{ t•P• , i 3 �A'I IH©LES Gi��rTl± THA 15 IN DE T 1 f HALL JE3E 5 MANH E5. 1 5GA' �: H` [ 4i -- 40 I � � I w# 5 1 1 i i j ' 1 ; T€A ; ORS ► � � E R M IN G ; � N� 15` IN E TH [ � ��� .`� DATE• �%2%�C3o5 i I N , I IOm EMEW COM 1 :l 6 j��j} +wj► OFA i I i E S f i t E i 1 IE R MARV DI�l'"tY iI�1 5): i � 1 t I ' � ! l I i �o .2O ! 1 i I � � SHEET �E3 + 0 0 10+00 11 +00 12,00 1 �+00 14+00 I "i+OQ 18+J0 10f +00 20+00 RE-Y{ 5LON5 t-I J t r 11% In rwv. tv(L4IK t &I REV. 5,4N SEf+ER 0 .. }."+ v 1 t R P j 011 Y GOMMENr5 11/20106 JJ .:. w cirr coMM�NrS �2t�oto� .aj RAI co - BEFORE YOU DIG 1 CALK. 1-8Ci0—F.r32--4949 N.C. ONE CA LL CENTER IT'S THE LAW 1 �� V � ��/Cjvj 7N� rr 713 55 O #3 / �iA R NP )t "RR'FE j ell 47 24!" i4J1 i AL 72-25 7 4 �3'x64OF r° o Q Q 5 GONG. LUMP 50 „ r 2 r ♦ V )t r..� .+' Q �� r"� +y r� "' y I, ���5. _' '~ /� �.� MH # \ ` r.�,,, ...,,,, U ' M (,(y 41.�0 U \ (} ` 4.y. //� TO 46.4D W' ~�, . '`ram CC% "" ^^► �%$r., f�I 1 a ti"' -•�. �y �� �I �` fl, it SA 'r y �. �'V--....,+�„�1fr �i.v. 2 t G) G Y t r ��- f,�/ 's77 vv �� JA}�7� j MH # ` ,vC �% "'� _� �I V ' Y r )�Cj1�t TO I b��b �61b MI �y (� `V TOP 4-7.30 1 \7N, < ' \ - ------ : m Zoo� <-"'-•---r" \---°°--�' yr GRAPHIC SCALE \+�,,,.�� \ ... ...-• "� ..— r�T'AIN�x � .� �► — s � e 1 40 G 20 40 8D 160 a { IN FEET } 1 inch = 40 ft. ``>>�}}ut��r� � �,���'�. SF}�L I 1 i } t r � i ' � � i E jjj � i � � � ( � tftt a � 024441 i�• � � iI[F I3i7 ]], S 11i1 1 ` ( j1 '.• L1 I I : i t o ' t}tt : > i k ; , r 1 t i : - , r . c ( t r . ; ' EE F(t EE Ej I E t {r 1 1 E I [ i k f t Lu : � k 1 ` lLuLu : i f I i `• f ' I i i i ? ( ` � T .gym{.. �.}<, f ' a t 1 I E ? ;O 1 t - 1 { 7ijJ OL f �n V I Z F I t t Et r z Q tr) L.G. � 3 � £ i � I f It t �"'i •'.'r. r�� t I I t iM� � E ti Z lu Lu I ....- i VL'f L., TRIK 11__I t } i t { ( 1 ; r� i 2 =• ! a i i g i � , 1 ! a i �,,.t \` Ji q g/z11 i � t ' �■gj 'i�F�Y =D � Y eI + i Jj 1 M oL / R T' k EP M i lAt + t t F F1-1 ° tt ff 5HAL C N G U D GT _ E IRON ;CIE. 17 55 PROF l LA P STAB.: 0+00 to 4+50 ' 1 5 • ! • ' a , mi b+.s c " i 1 I 33 ► j 6 IV ITYDATE: • cl/212005 I 3 C I 1 I=ROJ-GT: 60S-0'7 DRAWN BY: JJ + I t ( 1 t t f t f t 2n c � I i � ' t t 1 � a 1 l ` SHEET � G 5+00 4+00 3+00 2+00 1 +00 o 00 1 1 1 1 PHASE 1 PHASE f G� � 20 PERIMETER- UEEER mom 1 , ftaftft �,.., FIRE Wr O. "xo" r C ¢ K 2,+ M �,0 t7 1 # b TEE 611Fl '5 / 1 N � • ' 6 ! 6,5gfDEWALK O t--TQP 5T.57 + S u PLUG i �s� g!i NA ER _--- W l ___.--� W 110 M{-{ 51.tU/ 8" 5AN. 5E ER Co /� LL- 65 SIDEWALK vv ` 1 ♦ -•i k OAF �.s, ry til �f 1 / / MONOI ,�} (� a• a — a, / / , FIIG 2't RPZ TYp 4 UN i TS �: J Q z I �� j ,. `. \ C \ L / c -I B D 0 oM�-2 BEr�RooMj i- O I � J / J/ S Lc ? La UY FE 5120 (PATIO)�o%�jUj6.551DENALK ° NJ `��' � .� Q ems• 6Y ��� „ �'i p Q \ 41 ��� R•�$ �,6\ti% �1V� I iV • \/fV`1 GRAPHIC C SCALE ALE .�y GRA "� i L—i�Q� r_n C./V „�tl (/ �\V OF I CC ! J ((( � 40 0 20 40 80 160 b ���'"'++""���A�addpp��r� t D t IN FEET } Sid ' I inch — 40 ft. 02' q4l a i 111 i 11 V 7 E > 1 £ 3 1 € i € Et i j i i I I , 1 l4 1 I : ---------------- a j IL LL Lu 1 1 € E z OL j _ 3 i � � j �Z E I I 1% � 1 � � G 55 #5Q ► ` I�" R p I � ,, INV- { 04) { { 1 € 1 # 4 I E i i .mow z lu 40 f I I }F({ t i i i I t f I I i i t j I j S E I i; 1 i jI 1 l t 3 2 1• I I i t i € f I t s k ( l s 1 1 { 1 1 { 1 1 ( E i ; i � �AN O E� G THAN 15a ` i 1 N 17 PTH 1 i iI { s , , , i � NA L E AN 4 E51 2 s + s I I { 4^u t` Jjj i � I RE R #-i N 1 ' I i7 pi -1 55 PROF LE F I I { { i 1 ; , [ APPR r 55MH 4 to 1 1 S 1 ff 1 1 [€ —OURTH tMENTAL CAR LINA STA. - 0+00 to 4+50 1 MANA14N OO(rnm H: 1 11 401 5 A L F # t t I Y1,jJ PROJECT: .. ► DR,�Y�fN �3Y: JJ i , ! i 1 £ 1 3 s l 20 20 i ' I I 0+00 i i i I 1 +00 2+00 5+00 4+00 5+00 + �7�-00 �+00 C 00 S�IEET � PPIA"..' P-o-vi,d"7-d h.v I _18" or 24" 2 R I /2"R VERTICAL CURB & GUTTER 41� 4J _776 5.56% is 1/2'R CN, 'NOTE 5 6" or 12" MOUNTABLE CURB GUTTER co Or i777�5 NO. LO NOTES: I Score curb & gutter at 10' o.c. 2. Provide 1 2" expansion joints of 90' o.c. 3. Concrete to be 3000 P.S.I. 09 28 days, air entrained. 4. Spill sections will be approved on a case -by -case basis by City Public Services ti Director, 1- 5. Chamfered edges abutting asphalt are n©t permitted. ONEVIQ Department of Public Services http:/1www.ci'acksonville-nc.u;s P.O. Box 128 5 1. NC Y. Jacksorville, N.C. 28541 . . . . . . . SCALE. DETAIL Xly:-.•.,�_ ... B TYPICAL CUR & GUTTEK Not To Scale 2 402.0 1 RENIS ION DATE. SHMEr 47: SEC"TONS, June,2006 I of I n. 7 ;7 1:7. 77 777:77: 17: 71717-777-7 7-717771 77_77777-77 L F, j Avi EXL.. ASPHALT MIN. VAR'ES --- 2" S9.513 ASPHALT. 112 1 /4 4' COMPACTED SU B(31RADE SECTION A -A STONE BASE OFFSET CURB PAVEMENT WIDENING NOT TO SCALE 8 A C K CF %'--, U R 8 i Z�)nt.fr jj zj­; L5 SECTION B-B CURB END TAPER V.: NOT TO SCALE CURB & GUTTER 2 C'R MIN. SIGHT DISTANCE VERI; WTH TRIANGLE (NOTE I' TYPE TRAFFIC h 25' t "NO, TO SCALE) B B ASPHALT Z' FACE 0% CURB LARE MIN. 6,-0" OR S Hii 0 U L D:_ R WIDTH ('NH I C'H EVER IS GREATER) EDGE OF PAVEMENT < EXISTING STRIP PAVED ROAD NOTES: 1 if intersecting c city street refer detail 403.06 for sight distance requirements. If intersecting NCDCT roadway, refer to NCDOT Policy on Street and Driveway Access t0, North Carolina Highways. 0 TNT V I I Department of Public Services T' ht,tp://www.ci.jL4ckson.ville.nc.w P.O. Box 128 Jacksonville, N.C. 28541 T`r CONNECTION TYPICAL CITY C&G STREET SCALE: DETAIL# Not ToScala 2403-05 G r M'V 1. to CI I or NCDOT STRIP PAITTAP-D STREET -1ASION DATE: SHEET W: RE June, 2,006 1 of 1 Alm ........... -ice v A?P:.'1,.' 11,_6" @ 60' R/W 3 50' R/VY 9'-6" @ 50' R/W SECTION B 91-511 1k1'__1V1 50' :R/W SECTION B � I/VE;RIFY WITH DETAIL 401.-rv'k7 vE R �'\Y, DETAl 4- 0`. 01 Z.. Z D D E C2 C1 r E rC2 C1 0 4'-5" 0 60' RVVI 4'-0" MIN. '--IID'7N A LK 3'- -0 MIN. 24 14'-A" Q 5c, RW e-'-O" MIN, &O-E�NA-K 0 Mi 1 N. 241' :2'-6" Q 50 R�,'! PAVED CHANNEL CIUR3 OUTLET 2'-6" 0 50, RVi PAVED C_1*;­IA1\!NE:_ 1 CURD OUTLET L a TRAPEZOIDA;�., UNDER SIDIVEWAI K TRAPEZOIDAL A P FE Z 0 1 D A L 11%-NDER SIDEWALK SEE DETAIL D. E TA;! CHANNEA F. A N N E L E T A 1 0 4 S'E: E DETAIL 401,01 +0.23 0 60 S E D .01.0 +0,13 0 60 1 `­_ /_ 01� . 0 1 Vr RIFY PPR VERIFY PER +0.16 0 50 tilt AIL 401.0t +0 0 50 401.01 0,00 TC DE 0.00 TC GRADE AT +0.15 GRADE AT 12 12 12 7 : +"-06 12 12 -0.06 112 f 1, THIS POINT 3/4 THIS POINT 1/4 ----1 1/4 1 3/4 11/4 1 3/4" 1/4 3/4" T_ ASPHALT 1 5" -0 50 R/W I ASPHALT 8" 1,08 0 60, 5 15" @ 50' R/W' SL 15" 9 51, R 51. 0-92'� L. -1,04 0 1.0' OPE �.04 C. SLOPE 50 Y 4 50'71,. -7 7 is" a 50 R/W 4: 14 H A N EL EXP. IT. CHANNEL EXP, IT, V I T G'R ASS 4 4 �r " 4 GRASS C OR SWALE OR SCALE C 2 C 2 C11 E D L E L 7H S AREA REiNFORCED WITH REAR Ti-ilq_ AREA REINFORCED WIT:: .RESAR EE-r SHEET (SEE RE-IMORCING SECT�;ON SH ,S;-7rE RE:NFORCING SEC'TION /-EXP,-.;-NSION JOINT -6 XPANZIOINI JCN7 EXPAN&ON JOINT—\ EXPAN-S'.0N 0N I--\ Q�l 1k ------ A 4 co SECTION C-1 & C-2 SECTION C 1 C-2 S USE SECTION D CURB OUTLET @ SIDEWALK „URA 3 OUTLET SIDEWALK USE SECTION D & E 12" �K WHERE SIDEWALK 6"� 2'-C� 2'-0" 6" 12" 12" 6" 1 2'- 2'- 0" 61 12'; WHERE SIDEWALK - DOES NOT OCCUR DOES NOT OCCUR 77 C-2 a. C-2 D SECTION D SECTION 2'- 0" 2'- 0 TRAPEZODIAL 2'- 2'- CHANNEL TRAPEZODIAL CHANNEL 5' 2'- 1) 2'- 0 2'- 2'-0" a IVA 7 2 2 SECTION E SECTION E V-3" 0 50' R/W A 0 50: -R/W­� -4 -:P 50 R/W TRAPEZODIAL CHANNEL 4" @ 60' R/W TRAPEZODt'AL CHANNEL GRASSED SWAL`�� IN 20'- GRASSED S"NA1 E IN 20' EASEMENT CURB E OM CURB AS miwr �;R" T POINT TO OUTLE1 POINT -0 OU'1ET % Depwanimt of Public savices /0 V Depw"co of Public Savi= SON vii, t rT C, zle P.O. Box 128 P.O. Box 128 j A, 'C' Jacksonviltz, N.C. 28541 F_, A Jackqonville, N.C. 28541 SCALZ 05,TAILIP Not To SWr 31.03 Not To Saic 2631.03 -4M : 26 TYPICAL TRAVERSE CURB TYPICAL TRAVERSE:,Clm . ...... .. REVISION DATP�, s=#: R5VISION DAM S RE' 0:, Funs, WM 2 of 2 2 AGUTTER OUTLET ND AND:GUTTER OUTLET Jurc.2006 2 of .......... .................... . M. f - - _,D: -J.;' DellsProv*ded oy AF;-:::AN 0?/')005 TYPE I (NOTE 1 ) ,FLAT BOTTOM TRENCH WITH LOOSE DIRT (FLAT BOTTOM IS DEFINED AS I tl\J KMI�ZTHPPP"r) PAPTIL-1 12" TYPE 2 FLAT BOTTOM TRENCH WITH BACK LL LIGHTLY CONSOLIDATED 710 CENTERLINE Or PIPE (FLAT BOTTOM S DEFINED AS UNDISTURBED EARTH) I T t-L PIPE B-D-DED IN 4" MINIMUM LOOSE SOIL W17H BACKFILL LIGHTLY CONSOLIDATED TO TOP OF PIPE ;LOOSE SOIL IS DEFINED AS NATIVE SOIL EXCAVATED FROM THE TRENCH, FREE OF ROCKS, ORGANIC MATERIAL, �j �"REIGN MATERIALS AND FROZEN EARTH) FOREIGN 12" 1 TYPE 4 1 T If t PIPE BEDDED IN SAND, GRAVEL, or CRUSHED STONE PIPE BEDDED TO IT'S CENTERLINE IN COMPACTED -10 A DEPTH OF 1/8 PIPE DIAMETER, 4" MNl-,Vum. GRANULAR MATERIAL, 4" MINIMUM (UNDER PIPE. GRANULAR OR SEL VATERIAL TO TOP OF PiPE, COMPACT N WITH BA%'."KFIIL COMPACTED TO E. (APPROXIMATELY 80 PERCENT STANDARD PROCTOR, TOP OF PIPE. (APPIRCXIMATELY 90 P R CE N AASHTO T-99) STANDARD PROCTOR, AASHTO T-99) (SELECT MATERIAL IS DEFINED AS NATIVE SO'01 XCAVATED FROM THE TRENCH FREE C= ROCKS, ORGANIC MATERIAL, FOREIGN MATERIALS ATERIALS AND NOTES: FROZEN EARTH) 1. For normal pipe sizes 14 inch and larger, consideration should be given to the use of laying conditions other than Type 1. 2. Consideration of the pipe -zone embedment conditions included in this figure may be influenced by factors other than pipe strength, For additional information on pipe bedding and backfill, see ANSI/AWWA C600. 4 http://www.ei.jack.,,onville.nc,us , C 1, Department of Public Services K P.O. Box 128 i ACKSC�'. W.LS ST.,\NDI.ARD 1­1-111)1 Jacksonville, N.C. 28541 U 1.`- W 1'y C4=i=9 SCALE: DETAIL# "EF?, MAIN Not To Scale 2511-01 WA'1 SHEET4: PX'VISION DATE: 4% EMB.F-10MENT DvETAILS June, 2006 1 of 3 is .... .................. I .......... 77 7 17- ........ . .......... RF-\/ 15 1 ON5 P,E\,/. 10/22/5 PER CITY COMMENTS Ij W W_ r\ 'A 1A N1.4p LLO Z # Z Z Z < ff Gov Q QUO ,� o - Z K Z ��z .��o > <C o LLI LU MISSION 5c,,&,.!_E: NT5 QUALITY DATE: 5/20/2-005 PROJECT: 505-0,7 DRANN SY: RDT 1, I.::rl•r.b: `'rl.:..i:-•.1 ,,. i:i 1:11i I� :.I r TOP N-C STU?BWC EARTH -- _. SECTION VIEW __ L. '.i r/ _ d. -. . r• % :-n I I j;_-�, .-1 �-�: I /� y:: , :-LCSTRAINT , -ANGC j ��li SYSTEM t . _ I :J! FU L JOINT DIP :-?:PE" ��) MAX, .i6' I ""\ . �i I CIA PIPE�� \�.:%o J J - W-_• -•' RODS I'I'.'. ill.l ll :I lll'I11,. II I 1 II I'f !..:::' r : 41r!-ARE :`:DI..AT=:; ?YPICAL� ct: O+:A.:: S:�.J7 -G? - - -II - I. I L.::II _ ,- 1_ J: A?J ;: l A'tD :LIN:� I I I . I w:'5--0'F •i!:-S �� A ESTRAINT FLANuE \ �, BE�C'RE �''11 SYSTEM SHALL EE �( �'"� COti "tCTC --^-- PLACED °�N A FULL BELT \ \ j \ 4 \ c' I o \ I. \ \:: 1 J::lNT OF DrP PIP;=. _ O. _. E . ��`' ..'"". r JCLI y< 1 N:N,I Arc? l-'. t .+"' _� l REAR VIEW - / ,---�, ;�! cE-----� \ % \ l , 1 ...;, /r �� �\ SECTION A 1 % r \ 1 i l •r 1 > a ,. ` II; ;' ~< t,,-�.�, lam'.:.:..."., -. I , \,•� / ' \t / I B SECTION B i \ r f `�� �-''/ \,may "``" , I �.. r I I FRONT VIEW TYPICAL EYE BOLT FLANGE x , -A" - 9G' �Ir _Eti'- FLANGE x PLAIN' END DIP RISER .�^l\\ ! ': �-,.J ���- TYPICAL = YE BOLT TY=:CAL E"E 30�T ;SSE :ETAIL) \ /<'• (%r 3, •. :./1nv:--FR THRFAnF';' Ri;D C.•:'A? wiTH B:TJNIINOUS RESTRAINT tANGS SYSTEV : �ry-•d C4^,nr-;'G. (f RODS ARE Y. " `� � RtitQLII ED U i 2" AND 5 REBAR - 10" G.C.: \ �.,..�.,.� GREATER LINES ,` '.:./ ' POUR2 - 3000 PSI CONCRETE r' �\ . • G O 28 DAYS �-! ' � �_ I .UC _N�. SU L,E I ( U NERMI1 d0NL,:NG 0. { r, I S�CCND POUR) CLEAN i\''- 5'J'�FA^E pF MUO AND A.,.f SHA: I. DIRT BEFORE POURING i;Au`T 2" "+11N"',"JM . i ,. .. . I � SE�aKnT O:\ . RO- Ml jrij .ti^EFsAR 5a 14" O.C. ...� - v a 1s • _, •... n„ 'het--••-� .. e+.J J. _ _ _ iJ� tea: \':?: BETE 3„ S,. TYP, i 3 I CL. cam- i 3'-O" SOUARE NOTES: NOTES= 1 . Excavate under elbow for footing, place steel & rods in tooting & pour (pour1 } 2. Once concrete has set in footir.'g pour horizontal: blocking (pour2) 1. 3cckfil! and cam?act in fi" icyers. 3. Footing adequate for water* mains up to 8". North Carolina licensed Frofessiona� 2. P ace restraint flonge on one full joint of pipe. Engineer to design footings for l>Ines greater than 8" diameter, WwW k v' t h S i s h J! .ci.'.tc rau .1k.x.us •r Dcl,aaYtncrtc Pu Ira ervts Tr r tmneat aI Puhtic 5cry ccL ^t e . • r' +. f `r `' ��ip..Jwww.c:.js kxo villc.n . s p t{ E'J%� "i r., '" 1 t !"} ; : tsy } �l tf Gap \' •5 f,' . ,...J.,.. . _ci i i':, �.. r C I C` •C. : z �, O. Box J28 f {. „ ., P, r P,o. Bax 1_ti >+ . G �.. r,, r. �.. • Y mot': r;• SCALE: A fhII d l (� (� /^� 5CJ•t1 R.- D'si•All " ` ,' BLOCKING �t�1 Nat ToScatc as12.02 -`;^-�:`N. T �L3S 1 FOLJTIN� 'or ToS_J zS12.O . kbvtS:UVJn E SttTtP ttL•vtslt7�DnTE: SHFETo: DETAIL Jet:z, 1 a: J RESTRAIN 7 FLANGE SYSTEM Jucc, 2 W 1 of 1 : f,r. ... -_ __._,,,,.�-._.____.,,_„^+w•,w.-,w-•+•.,,..,•,•-.-r,.,,r._..._,-.-.•..•,.--. -,..,.-._-,-.__.won.-- ....._.__-.�..r•.- w,w"w,...•-•_w+ww•-,+-_v+, .:'_ •1-.r_ .........._....-._-.. �+ww:_._-.wr.�••....a-w-_....-,x.w„r....w.ww•_>••�..ww.•e.._,w,wrw.... w,w•-..ww•...•r..•w+•�w._-r,� VAI-<lES ;SE" vAN-JFACTUREF;) VARIcS ;SEE MANUFACTURE R' /� DOUBLE CHEC C VALVE DOE;BLi: Dr:T_CTOR VARIES (SEE MANUFAC ER) �':'RIES (SEE MANUFACTURER) ASSEMBLY - ' CH'ECK VALVE ASSEMKY DOUBLE CHECK VALVE ' ,a L'',OUEL= D_TECTOR `''- "" CHECK VALV= ASSEMBLY I ASSEMt�L Y �` 2 r' \ i 1 L G 2 t T �,.-..J -- - .. .:.I, a ........il !. ... T.n•+...._. �':r:' J: •, I I, L..I i'� I ;�. "`,•. _ 1 ' -I :I' : I .tz _tom -;'\ - �. �' _ � ;- �•. _ . 'i' _ ,. :• ot� _- ~"r _t. I Jt it o'. _: '. 't'% . -: : F- �'a'- . ' I 'w , i : ,•,nnrn••nrM1. {r' , r - V ... .. ,.. ., .. a ,: ,. ., .. . ..... .. ... a.. .. ... I r �. . t.. r - _ __'JIt(a l-. ., w . X /�� I § x:" I Cum'::=• 'rARIZES (SEE MANL, ACTURER, ___iL 1A- ES ' t '�U , A (SEt "A.. FA'CTJRERI R=DUGEI) PRESSJ,r. TONE REDJCED PRE55�RE ZONE ` I ELEVATION A I Y 4" MIN. C_tA''. A ' BAGKc LCW ASSET ,§L; �.� BACKt: _OW ASSEMBL t _,�:. 1V Tw VA.:_VE ';PEN f I 1 _ . "...........---............ ...... ... l j- l i 8 ( 1 :- w F r••1 SEE 5l-tEET `r' /-t r-t _..:; :., -r N '' - IU >-� 1 1 ^t 2 �. ° t a ^F P Q a?i V 8 - , c a -- - : c' j I u _ i I'. -f ►.� w _. I /� - 1d f.. . , l s e a '•, 4 1/ ..� O ' /.•.. r -'L1 _ n v �: o -i ' Z �_ ,, t t l :;a /-� w f r-.. y. f• - F O�A `:.,.. J� f: } - / - -s:c.. " .,:. � lid _ is _:.:::._ �. i t.'`T T _ W - _ f... i - riw Q f' i �- W 7 _I t N Vr 1j/ it a •' - ".., CJ Lt L vl f -t1� : li:L^ _ ti _ 1 7 AIW P' R r 'R � I �..�: ..._.I{�, POjTIV: ORAtiAGE GJT,.2'-�'...:................._'..... �� - - --- 1 a _ _ ta-.:- w %' \ r t ,� _ _AR R A S : I. 2 } «» -tt ,N,i1NIMUM T'AIICE T 1E o I I ` . > F _ ) _ i al.'..F C'r tP7} - ........ « ; I - ; t',^T= NOTE f I If } ^ ^ - r to/IA ,_. .. fff ' -� I �•..� ,A`T„` 'XIN'" -. i �I .- ITI i -� 11 = _7. v _ PL AN VIEW .I: _ . _ '/ \ -. \_ H�hl1w': !.5 - IT..-1' 1 t - .II l :=d 1 w-..: I 1-11: _ . , .- I I. a - -. �: I I: : =' - -� I n 5" 3DOG PSI CONCRE7E - -I -' T W SLAB. DIMENSIONS PER -_�\ ? 11o., :NU SI!JR3CU --1_- II' U : CNCL05:'C MANUrAC`URCR SJBv?ADE SPEC, "^.A.T:OUS �'�t 1 e Z t. r II C7 .15> ti �.-'�, / SEE DETAIL 5' 2.05 ,� d 'r_4 i �i F-,- - � FOR THRUST TOCT.NG � -- j %� �1 ,. i -'LC'N �e I I ". C FLOW �.s 1 i I - ^ - - ,,:.. I IS ,' . w . I r ww' v 'f-?- L W 4 Cl. Ckxt:tlYiiJC: x:.L'x + , r a hit w .Li.:aeiwu dlc.ru ux i it 17e nt of Public 5ervius n •. bLL :7 e r, - t f 'u lic Sa-v=c% t ' P /1 t 4 Je, rl,tcl 1 F �L 5L�1� ..I:.L/: 1 P.O Bex i25 .- . . - : _....._. t J: ..:._... � .';,: LL• /ir P: Baz 12tS '� `: ,.. ~ �_.... - 3 i : ,. ' _. . ,... r .. , , 1 ., .:'I'. ':I':. , .. s `), .';..1 ... .. lark>:wrv,llr,N.C.285a1 ..,... .I .. :.....,.....:.. .,. .. .. .. � Ja.ixxivdle,!V.C,_SSaI .. .,h. ... .. :;P::•r.,.,;.,..•':' ... 3 •.. Dt"Fn i M C DYinli r r ::'..::. tt tr scAlE rr rt s htC' DCV DDCV RPZ :. 2 1/2 to 10 a 2 1/2 to 10 DCV, DDCV, RPZ NotTO&.1it �5'14.01 Nat ra Scala : s I9.0 i ax ^:..-.• :,- , '``` ASSEMBLY ABOVE GROUND) it`; `G�; r Zll�� 3-',.,.;, ' "'' ASSEMBLY' (ABOVE GRO�t.>ND} itC7utUj�DA�TL: Si[>BT�3 ,f __ _. �,_.-_...".........,.-,.....---,.."._...--.._.,__-_,_.-._ ..___--...._-_.._-. _...__....__.._...._................._........_.._- ._. __. USS VAi `J'E 9'OX '= IA�IUZL IIC:'N PAU f•' x 4" IHI K ad x 2 C, 4C'NCR�T't1 -"' LOCA"=D Ar".RFI :, ! ``W . rE0 .... 5' M N. - - «.I /, "" - �I } I --;'. �. WTI :.ALV 5CX FER 1 - TTa :3,C T 1'.- x r II :;Q IJtr,IN 1, J'r_ 4L'••".,: M'. 4 4.,5 _C . :�� i' .iu! I n n"•, •,t; �r< , =1 �- \ 4L' I 1 I I' r� Y I JI I MJ l.l.0 IH 4, i:. I'6• 1 r I RI: -u' I f.: ,I r• - - NT C v NJ tSTRnI •ST -I I; I rJ. c"rq 4r,:: v A"� C -- -ULL Jn:. a 7E 7: �:. . GAT 1 .':�` E x:P , . I r:: ,, v�,'_v 'SIZE _:. 1 'i''/AT- . � :N r .tit fh L •f ', of Punlic Sc: vices -, , rimers •t " r J: , 'www' ckwavilic,nc.cs i:,t ci-<a P JJ l ' l• Y.O.t3oa I _S . _ 4 .. ., ,. ,. .. , , " , _ . °.:°;.. .. .::ill :: ..:.... :. ... :. .. .': s uv,F1 N- . ^ A W TER IN TAIL! RD A M S FDA scats: Not Ta Scnlc AL rkt f , • 4. L.... ••��' .'!!:''s:ism " ". . ''' PLUG DETAIL JtE 1�IJ, UA'lT_ Iva I _ .0 s L. Z 1 .: ' •'1 '-',:.. f .,. '. t • c;, ;,I.,, TYPICAL Bax RAf?1 MANUFA.C1Uhk'. MUUL: / CCi, No. - 3A: {FLOC:' ASSEMBLY 4:SC APzRQ,.1ED 2 v '.ram . A "C 'T= VAI . rITH R•- .c\T =,= a..J.JL vh, _ t Y _a'� _ _A' 1'1 I ^I " I , ^'rt' d I TY F-" n n V'-' 'n' J. >✓ ., ''� L ..0 Jv LL:. 3 -. F N . rti r 9C'' DID FLA\'„E x LA CE ELBC i r D: ^n :..,I RI^rd•J ., " Clr ' I �., E L:,. ,. 4, S : ,. -v ^s Y 7 : i'i' V-: FR P.: F or 1..5 ~I?� ,� Ft.J:ti R. J .� !.. .t,. rr r _ , _ I� :L I I Plr N J aet4!^ C n. I•rIP- 'r - ICJ : PN A T ' . N GRl SIP CC. ' ^r r:S R v �. F & .U\n 5 ; 90' D := lr'... x ,IJ E .30v1 AVERsCA.N CAS" AO14 PIPE, GR':FF \I =: C:.. ,, . , .� ^ r. Tv I C I. I :ti^RY U�It,N-.:LE.R P'. E ��'. c L.. & ; C ,. '•, ' .n: :�: _VGc n - JV �_ ,KAIN'I aL.)NU JUIN I tZC4: 2AIN I L !'>,: ran! C is J': J.•:r- L±'r. K . r _ ,___. !. % I Ak Zv :'!J .. T 7 {3" -hi2U ':'C" A4itER:CAN C.4S-1 .• ON P-PE, GlRiFFI^J ?I'^_ Cv^., ! UNION-T'' ER %!PM CO., or U.'S. PIS== & =0'.;NfR" 8 C! CC 7/ : I ' n I AT CN^ R- J.T:K ,I. A R_ .S. L EG i.v.. E 1-' T �I 60X _ 610E l t nr' A'.t;; ;.A1�- ('1� 1, *":nJ�l ":D HGJ A ,-, , n: . F'. (vi2 r^PF'rLv1�..J ...wUl\nLE.ti', VER'17'Y F T-.NSS3 ;V:L:, , IT INS''.D-- BC:a: B FORE GRDERiNG 9 .....:.•�� :-r: - J' r :NLES5 J EEL EXPANSIO:L n:N4.:-!,.h dJ1-TS PER - ,. nN -. F , ^ k: ti rA",T;RrR Rr':^'V\.-.J:.F. _'7F rr Sr4t,INC 3OX ;, U J S - 10 - c::' ,_ ., r •' MUJ.STABL� IRE _..J . G „a -u: vIP 4,.r;..'.~+',IzG H P =:, . I A� Att IP A V IJI S G $R C T.0 a -':'v i D G _ n __.. OR "S ANCO<v° MODEL S92 SADDLE SUPPORT I : r„ - KC3ti�.,k 1 _.. �' EOEP I ALL. C- ., ,.� \_A'^� _ SE t r t i' 11"L 5 U .+ k' .. ;C T n :NIMUv 12" A30vC CISCwARGE =DIN' 0' R�2. (AS AP?LICARLEI NOTES, 1. Provide minimum 3" annular clearar:ce a~o'u:td ail DIP risers and 1 " around electrical conduit. , 2. S'ope floor to drain to ports at both ends. Ens`"re positive surface arcde away from enclosure. 1 "' I ant of Public 5crviix: L N ' > x r \ paattr _ �,, 1 1 �• I ' :' P.O. Ajax i_tl 3 'w'N - V c.. '.II lttt w .a, acksau vi L. s Jr F J V 1 r-_, i' r a :vAt 2 a I... I.. t ..... � J .lsa. c, ht.C. 8. . ,`:. . 1, 1.:::...... tt tr ._. �. .....,,.....". _......_ 2 © DCV DDCV RPZ :::r •. 21 t 1� / , scu f : D3lrt1LA Not To Scc1e 51 Y.0 1 z i 1 1';T1. ASSEMBLY (ABOVE GROUND) Y,SYI�IC. UATr: SH�'I r• '� „ Jum"'()I s of %' �' :;P .Ii i �4 i :.:. a ' ., I I ::' IJ I ! \�� _ L'111::L I :: - I1-:I... 1 . O ., ; �- , -I ; c r• SEE NO "E 1i NI, t. �' I I.. I .Tr. f t �_ /. I I I - - T 1-1 _ I I a a i 1 ) 0 .. _ . .. r'-_'-- -�� _ ::.... ;. :..... Y .......... _ 1 We J _t_-ar : �:11=1 i t P I�- a ' I I-1, 1.: C"-. - - ..-.CC. FOR ALL BEND FITTINGS FOR TEE FITTING iiiD K TR_r C= TO A0,^C�"'+1ODAT_ ANCHOR R_-_v*iR_� i i... 1 I r1^ 7i^ . IRE 'CH , _:.._ CC: ?�> r; _N'_ 1\ v _ � i I _ .CTA_ zi _ I 1• - 1 ! - i I I_ , - VAKits- z - n; I _ SEE ` I CH,4^nT I -1-- e M - I .. • :... (.. • - I , 1 , , v .- r r .. ...... __..... -........... ......... J. i.. -t- - --_ - j 1' T z 1 • -rl- } L J, t LJE _ ( + • < I UNciST;;RB:D-=�!:-I I -- I=-iI - z -: I I_ _: EAN - 5 's ') NOTBSI SECTION A -A 1. Concrete hocking is to be formed to ensure accessibility to fittings and poured aga`ns` undisturbed earth. 2. Fittings are to be completely wrapped with plastic, prior to pouring concrete. 3. Concrete to be m;nim': m 3,000 psi, 0 28 days. 4. When Sack-ete is to be used, it sinail be -properly mixed per manufacturer specifications. y... , v c1C. t 1 www.vi:uckwJ >ll .1 us to t of i"Jbiic 5rrvia:s • t - • t'� !l NY P J I 'I• 1 _ r'. '. 5 •L �' ! P.O. Bax :25 � L�'•r.'"• Sa,Lstx:v9.c.�,C._35a, .. .. .t. J t " _ DTUL@ - i\tx To Sc vc S J 2.fl i f,_..:_ KIN DETAIL for BLOC G I•'"N '11- #: '4jr,:,r:h, :.. HORIZONTAL BENDS AND TEE Junt,2" I or z C CC h s - C 1,, C G U! A w :�0n �`0 .JWM F, dC N:. ; O 11 c•cL :-. tit 4' I-_�, ZZ� ., S � y7 �•00 r aV= M-� � () - ,11a i - GZ .: li �CJQ O'er e, U r»: I' !:-. ._ - w ,� z= 1 O tJ W w a !;: _0 i z;(_ ,y .'^_.0 UDC 4"K�C: I I t'.:::::.'.. - N c C ¢, , l U .. 4 N �� . ;' : ' .. .. v O�Z a Ui ar t. ' t/S • & 1:. O 0. U 1:,',1.., Z _.l 7 J I..:; . . � a < i. �,I,I; r II z _ JI. �� 1 rl a 4d'r 1 - ti 1',1 s- :; � iV: 36" M!N COV_R 7 '; - _) 7 d �, tJ..,..._...._.-....._...._.........--............. - i Z J 7 z _ C) _ F J. a :'1 a :Y h :r: jI l : = r r y = U '2 •- - - y Z - I r. w N } - �i r` fV a � ¢ 17 - t� - - a' � II. o �y ., x v 1,- i x o I :.... Z i v W r` M 'J li _ ti .. a T.. Ail W G :T� - 1 ]< r, • I.. 7 ., LY 1, J G ... f -II 1©I I... III L�:CK CUt� l �Wc �<tCL_�m -. _ II - i 1 '.I. a I ,. . C V 1,. Z " \ B.. f - - a 1 I - �,�, e � I �., / Ir -Y a` �. R Y I IY- ' 1 L'a lr �.... _ e c s �i` ✓'I. -- L. .-�:: a !' {I } ' a 2" is t i �y I �J I V: I-y - • - �. C` - t tr. Z Y z a r ,, ' `` �' 'a :o ,r� t.t' J ! CS C' Z �,"l -7, •� p J C C S11; i lJ� ...I a. ;,i x: G© \ r i1 ,;•, U.7 O C L t7U 7 y^ZU r 1 v i\ � Z O CJ ' , U a u' t: W^ �- O6 0-J,w ZG s _ t_ Q .� Z V •,_ J w .Z C V, v' r_-" - 1, , ww ' / kSOrf tilc.rc.as r r his .cl. nc r. f ' - s . -N • Jtw I1 urtmc .i o �ulst�c5�vi.c , yv r p u m 1 ',: T .U, jl'r -� '� s f' 7 .... ...,... ... •, axi28 P.O. B j i l.t l .1 Iw x ur.,,,.c ..C-.ssa F' F "' ''•'•�,s: , Not To 5calc 5 14,U2 STANDARD HYDR.AN� T SETTING _ _ �. . V O. M SITY�Tr!: 1t] ISl LA K try({/C V RB CX. tJ tJ 3 TER YY /,.i DE `1J Junc. � i of 2 ., I.y ..',�'IYt�f' \ J BRASS PLUG - HAND T:CHTEN IN NP7 1-READED NIPPLPP (6" MAX FR'ON.t GRADE, PRO GRAD7, SLOE '0 DRA'N At'+1AY 7:;'V BOX'ES USC VAL'dC GCX S'ADiL>ZATIG'PJ PA`! (2' -0" x 2'-0 x a" THICK ^GNCRETE) 1F ''"GATED IN UNPA`J=C AREA, TYPICAL BOTH VALVE BOX_5 --- VALVE ^BOX-?ER^G ^r^A :, 5 i 3�01 ' �. 1 ,. (NORMAI_l_Y CI.OSFO) 'i-:BEADED ROD5 - SEC- Tr: ROD CHART \ FOR SIZE ANC NUMBER OF ROD5 2" BRASS PIPE I REQUIRED. DETAIL 512.07 (SE= NOT= 1)-, \+ � TYP'CAL I / I 71 DETAIL 512,02 #5-t VALVE R^,X ?FR \ 1` -. - _; 1 / S:vN ) rr' �-J_TAi: 5'3-01 �? / ` / I i / / \ / C0 C:ETE I - . BSICK TYP':CA' M.,- ' \ .*:a r _ „ 1S ` fu: » . �---� I� ''� - -- - .. \ -. I'-':::. 7; - N,r.S- 1 ti.`.S, t \ ` t31tAS5 NIPPL: \ \\ \ APPED FOR 2" \ \ \ UNa STUR5EC' \ S:�ORADE F''r L JO1N7 FS x "tiF P1PE \\ \` i : :-E \ \ CONCR:'" BRICK FA N {SEE PLANS FOR^ PIPES E,' \ 2- LONG 2" \\ BRASS WP?LE \....................._............._................-._............._..-_......._._. Tv�ICAL EYE BOL- (SEE DE TAIL) SiLE DEPENcENT c� SIZE 0' T- NOTES: RODS 1. In lieu of rodled fittings, contractor ^^oy use wedge action restraint gland joint restraint or- fittings, 2. No discharge from blow --off should go directly into creek. 3. Provide erosion and sedimentation con#rot for dischairge. 4. No plastic or galvanized screw fittings before volve. For mains lorger than 12", use 6" DIP blow -off -assembly. No plast':c screw fittings perrnittec in assembly, O:NTV IL Dcpurtmcrt of Public Sc+vicca -'' J<- i l `ti: r I ' r bt:,-. tl +-r.ci =k►covitk.W,ux - t i L*t- !�W,.:: af' P,O.Bazi 8 , ..:t,. '.i<1_i.: a r 5' i:.I: �'..: L:..i,. 'C' Jacboevilk, N.C. 2SS41 ;,c;; •,. . , .. ... , . .,%I' . "I r:i-.,':;r;+r:::-.1.) ,V-1t: » '',': ......- SCALE: DETAIL0 .- ':7 `� STANDARD PERMANENT NatTeStxik 25Ia.05 'y.ty ';:x s+n__ - REViSSON pATE.• SH)a41'tt: .:.r,rf:::-�,.5!'' BLOB OFF ASSEMBLY Jtute,� 3 oI yilY I ';i- C:. :.1' ,. y ::gi: . ... ,....:" - TEST PRESSURE - 150 P.S.I. � TEST PRESSURE = 200 P.S.I. �I VOLUi.E Witt T' PE CCNCRET ,..: I y i3 i /4. - I --- ._......... =1 ........ 22 1/2' ............ :.... .C•0 1.CC' ..... .50 .. 0,C>.) U a 5' `..OJ 1 ..0 i _ n 1,;,v �n C.0.5 Q �G• .ca 1.vG t..,G C.Ci, v iL [ ..00 1.00 2.: 0 O.Ci L� 1 t1 /a' CJ 1 0 ^ "'0 : �. C G.C� u 22 1/2' '•00 : 1,00 : 2.50 0.0? 45' ,0: 1.00 2.50 0,09 ,,. 90' 1.50 1.50 2,50 G.:S TEc %5'0 11.50 2. DG 0.' 2 L� 11 1/4" '.5'0 ' 1,50 2,50 0."'S u 22 1/2' %5D 1,5U 2.50 D•'•5 z 45- '.50 1.50 2.50 0.15 Lo 90, 2.00 2.C•o 3.DO 0.28 TCE 2.00 2.00 : 2.50 0,23 11 1 / 4' 2.00 n. 2 :GO : 2.50 0. 2: LV,_- .... 22 ,, _- 2.00 2.G0 ... -I. I 2.50 ... .. 0 23 U 45- 2.00 2.00 2.75 0.25 z.. '- 50' ... ... 3.0� .................. I 3.00 .. 0.39 cc.... TEE' .....2.GO 3.00 2.00 ............ : 2.50 ..... . 0.32 I 1 1 � 4' I z-i1v 2 Go , 3 .00 �- 0._a = _ l ; 22 `/2' 2.00 2.C'°0 3,00 0.28 �J z i . A5' n Z . 1 J.�4 2.50 3.Gc 4- o. / - .y I ................... = �'- a.50 3.GO _ _ 3.5 J �, 0.,. a, 3.G� 3.CO 0.8' .. :' - 1 2� 2 / ... .. (.LO J .Z..y: ( J.Jv z 9 O.v9 J 4 -^. A to 90' -3.50 3.=0 1.... .).5G ..7» .............. TEE - 6.50 3.5G 3:_0 -32 UJ N CIMENS%ONS (Ft.) VOLUJ+t1 7YPE CONCR= T= LI "H" ! 1 n FITTING CLl Y. N... 11 1/4' 1.00 1.00 i•CO 0,04 z , 22 1 /2' 1.00 .... .... .......... 1.00 - 1. 50 0.06 c) z 5. 1 .00 1 .00 i , 50 n C.'v6 ' _ c r 7 . ,, ,, 1 5 . _ 0 i .5G 2.5 0 1^ 0. ,. V __ 1,50 1.5J 2.00 L 12 /•• 1 00 f 1 .00 2,50 cc G . . t2 '/2• 1,OC , 1.00 r 2.�0 C.09 '' 5' 1.50 II 1.50 2.50 0.15 ?C' 1 l 1,50 ' 1.50 2.50 0.15 _ C I 1. SG 1.5'0 2.00 0.12 �, " ' /4' > 1.50 1.5'0 2.50 0.15 22 1/2' 1,5G 1,50 2.50 0.15 z 15' 1.50 >.50 2.50 0.15 i� 90'' 2.50 `. 2•0i0 3.00 0.33 TEE 2 50 2.�C 2.50 0.25 11 1 /4' i z.co 2.00' i 2 50 0.23 : 42 1 r 2' . ...s I 2,'O .............. ; 2 0, I 2.50 _ 0 23 Z v 4.�' I : 2•CO . 2,';;C 12.50 C.23 _ Zr r ......... 1 4.CO . 2.c'c ............. 1 3 00 I. .... " - . ..... . . a.SG ,� 7"E i 4.00 ...... 2.GC 2.50 0.42 V'f 11 1 4 r 2 00 ^ n n a � .I.;D � .. 3 0.28 W " 1 ' 7 - ;, Y a C .`.` z a 5' a n .c'.J n �.�c ': �.�o F c.61 �, 9G' S.5l 3.OG ` I50 I r 1.13 TEE 5.50 3.00 3.00 i 0.97 V) 11 1/ 4' 2.00 2.00 , 3.0C i 0,25 =' 22 1 /2' 4.00 2.0C 3.C•0 ::.50 Z 45' 5.50 3.00 3.50 ''.': R0' 7.50 4.00 3,50 2.fii ... . .. .. ...... .... ................. CHART NOTES- i , If blocking excavation is in tighiiy compceec fill areas, or in areas where boulders or stumps have been removed, blocking size must be re -sized for the specific location/circumstance by a NC ;`:ceased Professional Engineer, 2. Blocking sizes shown in these tables assume the following: a. Blocking is constructed in residual so;is cs shown in detail b. Soil bearing pressure = 2000 psf c. Velocity of flow = 15 fps . This detail not applicable to reducing bends. 4. Neither the weight of The concrete blocking nor friction between concrete blocking and soil was added into blocking sizes computation. Therefore, blocking size is conserva#ive. < � . ww vibe, tux hu • ,ca,'at:ksun K S :COS F t t of Public CtY r'• ' N L tk r O• II �� l`. P. ,Baz ..8 G Rom' ?'.. N Q J vI •r , .. ..,tl, >et I:CI^Ira:• ,. t.',' i* •n -ti Jos ��••,, us ac o v.C. �5 J kran , SCALE: AL'TAIL P aHn v to •. Not To Souk 512.0J •- �: BL®CKI.NG DETAIL, for = ;; - REVISION DATE. Sl lflr:'1' it: A, , r.. a" �[�S AND LIL _ BEl �1l Ian' 2006 Of r;,. ,. .,:. HORIZONTAL ., �B- ^'. r' I-^ . , i w `r It p � O ! (1 IZ-• Z tY 11 J r �' r G !: 4. O0,0'J _. O0UJ<-W I,' vl Irr C.. ° :ai i VZ_ I C.._ �W_r I ! ,G .�. mac --` t:.i t: �O tr ' `-O z'� i _Uz �` 1 w t^: C I- l C> J :r V C --- L:`* LI:C- a n � ra_ W C ti .... /'� f W -�! i J v Q I' i r J CK \ + _ L ____ r_-_i I .. !, i i - 7 t »1 r, I f I r. ' 1 i I i1 \ ; -I 1 { 1 1 i i I i (j) i:. ^, ; I I 1.. 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I ; I . : ` EC -IAL EARTH . . . . �. f SADDLE INSTALLATION FOR .1 Ili e i - I : "I i . i .... I . .�; .. . . (SEL _T) :NI i ,:. - � % : - % 1. i .. .. . . I. . i I I ; q : . ! .. .- . .. . 11 . ..... i � . -7- . ! BACKPILL � ; - - , t . % ! I . . . .. I : I . I . . i . , . , i . ... t it. � . :.�.:*.,, I . � i .. i; .. I ;:. - � - - - - - !, . . R ­_ I . . k. : _____ . - DIP, VCP, AND PVC PIPE : i I . : . I P. S260PE OF Ci-WNINE*w . A ,....::. . . �I: : ___ - --.--- ..... ... .. : . w � : : . I - �, i . I : -1 THRU MANPOL-7 = C.04' I z % . ; � .� ,l I i, : . . � : .. � ol,q � . " ! " 0- - � 3 � FALI FOR O' 70 45* 1 : . . I; 1. I I ! : . f.. . I ct � ,---,-----., %; I : , Q. .. ri, ", �. I: . f ,::- �_ P: ��, r � ; : I '� . � ,-----/ : t . : . : . : 'i TOP -1 . - ; C �_. AN G E I N Hi O_ R Z_ 0. , T. . - e . I : . I : * " ;. � ; . . t . 'HAUNCHliqG TC � i 4� 4� : - � . i I. .: i FOR PVC 0:::;E .:: ALIG-NIvIiENT AND 0.0B' ��' V � : : ; -.-.. :. . . IN : 1. I : ; _� %V . ... ;.I i . : : I I , , .. : . . - . � SPRINGLINE . I -.:i .: I �1. FOP CREATEP THAN 5, 1 N I/ ' . :- 14 --XT-N'_1Ca) BASE`4.:)k"'%-1 �J � : : 1. ! 1 � SCH 40 P< T ; � ; il : i �' I ; ; : :! .*. 0 . .. . I . . . % . I � : . =1 _-SS i - � . .�-,:-�.* ; 'l .. : �' : : .:. : LA7::RAI � � I .*!I ANCLES UNL- S�, N SERVICE 11 I ... t : ti : � 1. . . I 1 2 1/8 C'U's:01 P:P- ----.N - __ . . .. ... f: ,:: I GTHERWISF ON PL - . - PRECASZ� "=f.N:_-*11G , i \ . . . : �� ; � ! i . . \ :::.: . * .- .*. �, ..: . T 1 11 ; ... I - ­�_ 11 . .:. I � . . _: lit .. - - - � : .� - . 1. . : : I ... .:: ­� . 1, ", ... � .. \4 . t . . - : i '. J I A V L :4�­P� %1� . ' 17,1 7 0 PIPES. ,I - ,...*..i.'. ...--:-.-.,:.­, � : . .. . �. �: ", it RFOL,­R- YR Al. 1. \� . ....... .. ...-*-,:' .. : I : ­ __ I A0 TREGAT-- No, 57 4 � 1 .." I "' 4" - ..., I ; . ! : . . � A 1; . : .....'.... .... I ..... N%� , � . . � . .. I . t . : : i . . : A' P�`-'--S. SEE PLANS . I l,\, ......... , ._,. " . I � / . I . . ... .. I ;:: - I ... i? - % t I - w :: 4- , ) " " ,;�11 - .I - : . . .1 1.1- FCR BEDDING : I 1, , . . .. ... . I . � 6" IMINIMUIV EXTENDED 5ASE .- .: . . : �, -.­***­ ., .: : Y-611 : .. . _: i rop it�,"C sf". s ; . , .., ., � I ; : TW'1:1`A, -_�? Ell r­-4 .-IN : .. .. .. . I I I I io I., ". I .* ... ........ ... f/ : r,.j N 7-- R C_ r! I I I . . I I - i %. 1. I "I I I I , - : : . . 11 � . . I., , : ? N I I , ­.: 1-1 I --. 1-1, �--: i I - : i- I -, - -- i � : I.j s -1 .* ..", i t ... , , ': i ; , : :: ; : , 1; � I � L ; .: : : � OTE 2) J : I 1- : _il�_�� -1 . .1 1; 11� - I - - % 1 --: i z-:: i i I . : !, - - _;, : , , i� 'i -:.-r -;, " �, : ,!' :: 1. '. il. ; :- i I -'O!"K i�_, i E'NIC,D -_ �, - 1: .:1-1k- 1-1��- .. . -'--D-,-P-7-H ','A.-R!-_S I ,,�� .. , PRECAS7 VANU_AC7J:R-_R .1. . NOTE 2 1 � - ', - _�_� .., 1 ` - "' � . Z�%- � \. REINF-R-;NG PER . .1 I , - . ..... .. '. ) X -, . i i t _:,::: i !:....4 ::� �:! I" I . ;: I �rk - �,, � . . . :_ : . ­ . __; - I. : SO' SADD� C-- ,, / , 1* :. ---- I['-'--.: � Ul I �_-.� 1_1 � �L.� 1!.:� � I.Ll I � SLE ING �'_ � 2' "IHRJ 4' BASE I _­,�i �() MEET _S'�V- C-478 ; � I . : ­.. 1:­,;,�;I. 1��.;ii_lvi`.,;;.,;��" 4�_ : ...:: F .. I , \ I � - i.* . �. 1. ! ; I- � I i . � I \ i I , . i -"`;� '-\- - -A I ; �-.",%,,.- .'".1 � 1: . . : .. \ ;1 , '. ­� - . . ;::: !i ... - - , � I�:_-,::::iI--- ­-­­ SECTION - " ,�-.-_ J ...';1�.;�--:1-4,;"tol 'I � I � . .�� ... ,�-, ; ...: .. i�j ��,,, 1, 11 NOTES: 1 .. ; _�::I_J I:-: 1:-::" �_ \ \ . i , " . . i � :: , :, � ? .. ':..I *1 : 1:..I.. - : N D I 5 T% %R1 -3 E D :S Q I L ,_ ��;�;-,:.. -....­­,­:), I . ��. � * II., - - \ k., - " .. i �� �x li .. ., - . 11 LQ, i -e strenct�� to be 4,OCO PSI minimum. N . .. - ..... . , 4�',��;.�*�. Pd�­, CRIDINN r - �.i �. �, . . *.. % . - - �.., . ,._� .. �!% ow .. I �; . 1. Corcre. �. .. � N : I � - . i . " ... .. .... ... .......... ... ..� .i ..... .. . . - - � - ..::........,..., . . . -.:. .. .... .:.:: _.� , .��.. :.. . :. : . . . : \ % 6" MzNIV.1jV­-------\ ;��':.f?`O.,-; , - ��, " ! . . . * , �1 .1 . . .... .. .. . .. . X:� " .1 " .:­ . -�U�- 1 2. Pipes wili be grouied inside and o-it. ,I I I __ . .. � -01j',.:mATI0N STONF :;r � _- ,.:) " . *;X': , , , , .. .� -7' -,, � , " .. . I_,_l:i`---`1'1 �% - I : . .... %- - .! - ....: 1: - I - - r ., I ':.- . � .,..:,..-..::: .. I z : -�..::: : ..�,� - � �! , : ,." 11:1.,i. . . I .1 : i : .:�.:.�.,...........,....,.,.."....:'-... � R� � \_1 I .-.,-..-,�:-i I -, .:� � �-, ... . . . :- , ." . ; i : , C 4 �: R C ---' i'S 7 EE A: S 0 : ­ . 3. Flexible sleeve boots cast in ptcce or fns'�cillecl with stct�rless stee; expander :: .:.:'.:::::.; :­ ..:: ::,% ... % - ..: - ! .. �.. � �-;�-­_' ' ­ i- '� SE ' MANHXz_ IN 8" ....::.. SEE SPECS FOR .'. I l' I .... .:�:..... ... ( 1: � C)ET % % I t I : AIL C01.02", 1. .. t 1. % N , ) '.1 7,0 IV' No. 67 S7C.NE - - - - - - FOUNDATICN lt�PROVt-,11,1,�,QT � ri ri g S. Boots to rree` AST-M C-923 siondards. - "' ..:.. % I : - .1 .� I . I ;: 1 ? k ) : � , "� 1. It: I . . . % s . : ;- -;Im F.1 4 N E,.-! I E r 1 4. See detail 532.05 :or typlca: inver� shcp�ng. 11 i : F: EXISt E R�133-_-:R .900T A ' � ", < : rl_ " '; � PLAN VIEWS L ..., ) . .: ; i : t, . ;_ . : � I � 5. Service laterals into existing mcnholes to be core dri:;ed. on(�. bocfed. I ;: �- ,� . . : '� ASTV. �-,92:� W/I.STAINlYSS : � . V11 PIP.- ! I � . . ; ..-ff � ­ZX. Dirt VCP, A"I", o� "I , . - � !. z I 5' (see sewer cesign . .1 ( � . � � - , � : � 1 57771 C 0 Y r:1 R C 5 51 CIN, : 6. Maximum dep4h 4' diameter moriho�e = sect'on for other i . � k : '___ - .1. I ; :_ , ;---I :.- . 1� .** k ; ' . I F,nP �SOViCTR:C AND �� -VATION V�ZWS " . - . : ,�'� A C`" OR-�)LJT AR3:,:ND i I SCZ OCTAIL 532.01 . :. ! a ..., - .; t I : .. - : � OAND AN') C�_AMRS ---�\ /_ �. requirements / limitations). ; I ! _i, ". I i : .'. . � / I � � � ; ki : .1 ALL 10PrzN1:'-1CS . . .. / �-. : i. _\_ � ­- - � � '� I /---" : . - 1; 7, When directed bx the Public Services Direcio.!-, picce ,_Crih-le �nsv4 sL;ch as I � ---`� . - - - - -,/ I I � - - - --- - - - _... _. , i i I i . . . 2 � / . 11 ' Q), % ILAC[ �'CIV-PlAe= ' / ", 19 \ -'- - - - --" - ­ -- -- - 7"7. - '4� z : i F - - - �D -� .. .. NOTES: : NOTES: P : \' ' ".". - t: no-flow/inflow' irseri or "roinslopper" ;nsertl as mortufacit_:red :)y "So-i thwes tern : I, . .. lk . : � -c. 67 SlUNE .. '"' / : ' 1 . Concrete sheif should be no lower than ihe p�pe spring line elevation .. . N' - I ; % . .. . . ; :- . ... . . . . : :- S :� `�'.��\,"t,',.- - .'- SHELF __ 1. . . . . , d) : .R.": :..N' �, ,.,: ; .5 ^ e,. � . SSS . . : , z 2 � A Q to. , �.;_ ,� . I r Pooking & seals" or approved equal. I 2 STAINLZ . ... \ - - shall be required when so'i conditions are uns-jitable. � _ , __�Ie . -, : ... ., k _" ;. ... - MI � - � : - .k . . . . . . .... . - : 2. An add"liona I .1 . . - ... ; ?I ine enfries to have cost in oiace tlo%l-hS. .: . . . : . ! � - eF � . . . .. . � - - . . . :! I : I , � , k : . . i :� . . . . . SADDLE Vd'e- .No. 67 S70-NI, � . .. I " -or p'.pe connections 12" -n-d I I itiorcl 2 feet of tren i : ; I a ;. .. , f I, 3 - ch dep'h !in excess of 16 feet' up to C max1muM . - , "': . " -a double banded. I .., . � '. )_i e 9. All banded connections sha:1 b I . i . . . : 1. Foundaft�on stone , : . 1 w5p - a 1: of monh wall. .'. STE--L SI�AP . / . . , , ,­ , * , .. . .. .\,. .....BACK -ILL iiNDER PVC - r : I ! : . i .. . . . . .. . I 1 inch depth of bedding ma;ericl will be required ior eocn f � . I B. For watertight oppflcotions, place butyl rubber between frcrne and core. 0 le t ====,-ill- - V .- ,, 2. Service I kb (S) � cdd J"', . ...9 ..:.= 1/2"I/F-T SLOP-- .�. 1 3. Radius o- nvert must have enough room to be able to insert air plugs .: ; ­i V � - '* .. IF bonds shall be required. : ; I . ' f P 1. � - 'A larger, 2 sets o, .. n N : ,I ,- � , " 7r--- �77 . ,' .. ., - NOTES: z I . _ 'e. I '. 7 of 12 Inches. q ;- �Z: ze - .I .. and TV equiprrieril. .. . i ...... ... . �. . .... ... r � ... . I ) I : z . . . I Pipe exterior, -boot Interior, boot exter�or, S.S. bonds z : flexible wall pipe j'PVC 7; RUSS, C'900 PVC, arld SDR715) -� --E E x� ., " ... ... . ....... iO. Lubricate the following: - ,z T) . .. . . . .. .. .... , I � � : � � t, ., . . .::::., .... .... . : . .. : . 1 � (N 11 .. ,.,.,., . ...:. . :.I,:,. � V 4. Concrete strength to be 4,000 PSI min'mum. ",D . _.. , ­­ .3. Hounchirg for depth � . ... .. F : . - . � - i AL�_: Mm'Ns�OLES � . 1. Existing mains an-ly-. - lNew Construction must use In -Line Wye. :% :1 . � I : nall be outside pipe diameier + 1 inch. H,ourch*nq shal.: be thoroughly � llr_� , '' ; � �- z � : : . (Top & bottom) 2 S. � . : I S. Concrete formed inveH shall be precast wherever poss*ble, Moorbase rot permitted. �t& : - ---, : i. � : : � � 2. Universal saddles are not perm.. 4ec. - I . : ; '--IVC�REIASE NO7 DE-RIAIT7ED ". " 1. Place manhole opening over -,the effluent iine. ;- . : I . : cornpocied No. 67 stone. � � 4 � i Ill I-_ (N \R) : I .. : - 0 ., Depwirucla-1. of Public Scrvkcs "."........'. -, ; " ." y, : � .- t : h,.r:ltw-w.Li,jucL-SE;tiv4jic..-IC.L��. L11-11 � ... .... : � . -:: M v I'l-V '.., i. .1. I � I Dcp2n=nt orPutille Services "I'V1.1" f �*' � .. �;,-, �. -, �'%�! " I i �. . bttp:ffwww.cIJ=U-oavWi:=.ui; '.. , - V1 ;, " " � "' i --I % I .,5()NV1J_L1,, Depunflient of Publir Scrv;= I I ,i � ... � .1 "�.rD -,. t. \,, I ! ., :­ tiLtp�,'Iwww,ci.�uckt;crvi'g-.zcas /�, .,I, P.O. Box 123 "'. - � .; i 1 1 ., ;­ � .... `;.;�:! �,,. : � 1� , t ; i i III., T 1.! ... % . I II1lP:1.lwWW.ciJ=kS0z�WC.=l3 z -oNVII-LI, Depaunciat of Pubk Services . I N; VILI-1.1 Q, J.:­- : ', k L :: ,-.�,, l.... :.. , t. �I, 1'.0. Box 128 ... i:,: .... .. ..%. �.... t:. : %. .. , : I I . _J,..,4 :- . I .­.. ,.:., : - n 10 �', ! -'.I % � 7 ..­ 'f U, .. At-�'$:""'�'..'.'.)N"'*r''""' h11P:/'w`c1,j"LmTrM1r`uR �� ­� , , 1, i " k-A I.i . . " _wC ,c .,: .:!. > a � , N V I]. I v cpur=lclit of Putille ScIvices , A ` ';.-' - '' N­ - ' ' ) - . , - �,_­ :N _1­ L., t P.O. Box lZ8 . ... A� �* : . -orwilIc, N.C. 29541 : 0.!:;: :*:��: .I.1�%;.!:l.,:­. ;.!.:: ­:.-:.:z:�.%;�:� �!,:i:,::., : . . gs()'. - i. -..�,;_ ­ -, .. i .,r ,,, CITIJ* (.11 J A*�A_ I � : . . . I .. '.� - -IC..,':­':NS C>! % f" Jactz : < "l.- : . P.O. Boy. 1'8 � . C, � ,'.� t �'-:: .... .. "' J:ick�onvillc,N.C.2854� :.:�.,It *.',,):!� ,.,:!,.,*, .,Ar'1.`:'..NV;1 ...... F �,: -.�.!::.�M.; ,'-'�,;-:,;:,:::, `%�_:' f,* I .... !...;p. 'r-' Jick6orviIIe,N.C_2W1 �:Sw -,,­.�i 'r ... 4�0 luckionvik, N.C, ZS541 �:,S: . . . :::.% .i !::: . : . 1 ::: ,,:: - �-­ ­'i, %-;,:.-:t:! .., % .,'�::�'.z . �JI­;;W.%�---'z�;V1::.i% %: .:4:. %:,;�. %;:­­V1:I;-,: :.:,*I., � ___ , 1,1.1.;., ... , ______ - - I ____ - ___ - � . ­ - i, .,.: ......... 1185? 1 .. .1 i� . -J.:- ::�.t7.: .,� � L­'!..* % " . . li "i . SCALE: DET11.11. � . I 10 �. ..... .r I I,%: ,�,i:� . ., "', I*le*: .. , I '.... UJ z .� Jxkswt,iflu, N.C. 2 1. � -I:;--,_._ ...�' - : 1� - � � .. " 1 , I....f.." - ScIql: DMIUL IF ; z : . . q 0114i - � 47-, 'I"'; % W **v .!,;:-.I, .. .. - :.:.:: ... � ' DEI'ALL,if t.�­",., : ­.-.�.. 1. IL . - I EMUL,f I U117AU.,ft . SCAL& ... T -2553.01 "a _J . .. .. :_;::.�� 5 D' , ­'. . 11 Not Tri Sudz 2532.05 % ..... - . .Etlol, To S"4l: () X : - Tu Sl 2532.01 f.w� ! : . ; � '­­i - 1-M . . ....... -S32.01 , __f.w� - , .. ,::) : ..,zil .f =: I , - , Not �.: 1�!_11:1_=­_ � STANDARD SEWER E";VERT ,*.":,.,.,*:� TYPICAL LATERAL [J/ : ­... 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"i... _` - Ili) % ­: . ,:,*,::�', " - ­ 11 . � : . __ ,,,,, `)- � ­­ ,-------..--..--,. - .- ... --,....",..-..��.�,�"-.-..�.., ____-1 .-,:,-..-.Itl�"...-t".--�-,-��.,---.---,-,�"-,.,-�-.-.,-.-.-"-----,,-If-"-..�.I.I ............... 11-1--.1.1 ... j...'t ...... :..z.:..-.,!."-",...-�.-:�..--.,-,-,..- < % If, Ji , TRENCH DETAIL ;,=C'm I .. PRECAST MANHOLE DETAIL 2 11 i. I June, 2-106 2 or 2 1: %0j�b.,?-, . LANS FOR MANHOLES SADDLE DETAIL (In '1�4-�,,-­i­ .�_, : L...,,,,,,,.,.,,,,.,,,,.,,,,,.,,,.,.... -i_-6-1, J 14 11 ill 11 11 . .. _.____._-` z.:..._1­­ -,-�,---�-.--..,..,--.----".,,.-.,..- __._­� ..... . ... ­....- ..., ..... ............ __-._v.__­­ ­­­ . ...__­ .­­.­.­..­­", - I I z � 0 t 0 0 2 I Z 7- �� _r < L z - l,- 0 � 't )`_ Q� �) . q �_ c) C� _J 3 III �) 7- 4S3 i",,,,D > - I I Z LLI �) �- N "t Z - - ". � /!%'�.� 77'.O�. ,� A.� , �. ... .1 . - C� ,�- ;5 C�) . 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I ... _! � I= 0 15" MINIMUM COVC:7 . 1. - / -1 , - � , I � AMP WHL- ��ACKHOL IN 2' Ul� 15 I r. .1. ; � �i. . ..., , . `-�-,_ : - 1:­',� -�-.�-,.-....-,._-.:_ f, � 2 ::::.,.,..: � :,.-,. ____z z : NOTES. 7 _; i ..1-1. , M .. � ..­. .:,. . . ; __1 i L" OR 6" SC`H, . ....".... . _­ a lo� : i ... � . .�,::.;-...::.:" - : . : 4 ;Z..�. *1 Z- "t, i". * ".., .".. . N UJ � '� :­ 11 : � 1. C;eonou4 stock sho'l extend a �� I �> 4., . v % .:.=�z *� .. : C PVC P. �L� � - " --,..-.t �-' l, - �.'�i--.-.,--!-.,;,.4..- 11_� z I 1. _: :: ; '' �.',.; : ..!,:..._.::::_,._:: .. .. . .. . r; - 110 : : . . : __ P : �, 3 .: ; [ I .... 1:i.. ... il""!:: i � "1 ..: > ... . . � � : m 1 n i -n.0 m of `lS" above crade for � ­ � Ii .. " .. .1. : "'..".1." - 1�) ..t _; ; . -1 , : �V'. - 4 .:� . � ; 4� -­ BRASS Pl'�_UG i .� . . . � . .. I . I . . :�'� . ..... .......... : � ..".. .I. 1. . . ' : - .1 \ new -onst-iction unlf[ service I s I, i ! . . . . ! .. . 1. .. � �) : . . . :.L ''. 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N _ .. . . ::.::: .... / - � , . t Public Services Direc',or. ,I �11 IN " (% � r'7 S-G. - I V . , ji, S- -'r S-R.55;. VATCH . : � 1: : :. MAI 1 7�7 . . .1J E - ! . ;:�; - I _1� .....: . .. . - z : .. .:. ': - . T . , ,. . . z I ... ... - : . � - OR 2" -V,;-N:t-,lt:_-.V- . : - _: .. 'R ` '-i .. . . 'L I . ....i.'.: ... :.:...:..:: �X'S,riwo AVEMEN. = : 11 �, t � -e -. !! - -:-. . % : I I J - SE",` 1, V. A: N NC7Z ,1) -, . .. . ^ ... - . ! - SCriCW TYPE PLUG I : IL i , I . .. � - . ....:,. -,.--:-,:: = : ! .11. I . i -�: i : 11� . ,:........i. ; ; : % . ! ... . . . ­.:, �,-: I ; � .: ." . 11, . � N, I 1. �,�..,.:: I. = : : = I . . ...: L"' .1 .. . :, I = . . . . I'll .. :..'.;-�'..' - : ..... . : i . .. . . .. - . � CE-WYE \:J .. . ... " RASSN .\AUST IFE 11. : ....... : _:- . I I. 7 VA,I�s �.N� .. 1% w;..__ ....... .. - - . 02,,"41 - - I ROA-WAY PA7!-� . . , " .�::. �=� t _I .. ... . I I f 8" MINIMLIV, ." '-, .� .... f , .:��-� �' - .-.-`.`-'..'�..-_-,-.. 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LOAD RATIN^ = HEAVY DUTY W 11 "I * �_; � � . : t__ .: : FRAME wEIGHT = 180 11, - I � � ,1 : q S�77 IN CIRO"� ...; � .. .. I - .". I - : % : *� �. : ; � � .11 =__ 1%.::1i:]1 : ,J) :L %:: .. I / a f � . : : , -;GI I' � *� ; : : .. � = !;: . i COV7R W -;- = " 5 LeS. I MATERIAL = AS�M: A 48 , - -:. ,..: �.. ...: .1 -P ) .1 : I ... I - . I . I . .,.. .. . z .: -, . 11 : : 1. �;. L-i 1:D______L__L �_� ! ­ ! 25" . 11. ; : q � ......�. : . ; P-1 . : .. 1 ..,. : : . a : - : LOA15 RAT.NC i= HEAVY DUTY It : al ; : - � . 0 W_ 2 ., : ..L. - a : : I ­ Ill," � � : ; . " :. �'. %,:*.. . :*: " .7 � : z MATERIAL = ASTV, A 48 S � 2� Z/6" FINISH = UNCOATED .� . - . . . . : : I : ; ; ._.- z I : - : . . �.. . . : : I. . . . ; : . . ;* � � 25" 1 ' � � : I : . ... - . . � . 0 � - A I : I � I :_ CL 5 � : � -_ 20 t/­' MODEL ,I : I : I I ; : . . :- ': .. � - . : , FINISH = UNICCATED t . 23 1/2" 1 � �_ 1; ; : - i­.. . .... .. � : .. : : . i I .. ..... ......... . . .................. . ...... ... ... - \ I. K � : I 11 . :1 �: . . � : . � � � - I \ I �. -1 . : I : ; : 1i : . 1/8"-) . . It - I , . . --i I I � : I I � . . \� \ ,, : : z 22 1/4" . Ul .l . , , . - ... . I . . k : . - . �, . . 1: 'R 0 k';'D 3 , IJ � ,_ ,�_ __7 .. .. i 1. : : � .1 J_ ; � t I .. USE AN' AP;- � - I7:!,VI":O::S � �,: : � " , I - \-- , PLACE 1/2" GROUT BETWEZZ'N .. I It WORDING M REAi� .11 - . . ; - z _: *. T_ - . � . �. . _J : I C1.1 I i � ­ // BASE SEALANT APP' :'-:'- ::__rAA1E_Ei`.' ---;- , : . . 7'* 1 : . �; § �� - ---T- - : � lv��, �� I f ::::� J ',ty "SANITAAY Sr'MER* iC�� t, ��H FRAVE AND BRIC-� ; _, - � ,:---- : [-_----- ; � o !1! . ': . ., .. " '�- .- A `NA7ER" PCR A0P_'!_'AT'0\ ­/ . :, I FRAME AND RISF� RINC I � t � : � .. I � : I ; - COVER FACE . . : : .,.--.I 17- i . I, . .. I 6 : : 1. i a-- 99 : I , . ; : : C3. . � : : % f 1/2'. "' 8" CEMENT BRICK GRADE ... L__ a .) r . ..� . 4 X, X z z : ,3:,4,:. - . I a : - I z .. I z I I � I :1 a ; . 1. 4�_ iiR k, = � I .� 11 4 I I 11 � . 1: ; . . :: RING - (i,,1OTE 2 & 3) a =_.= t.9 , F=-= . i 1. I : I - I __ 2-t% : . /." OR 6" CONCIRETE GRADE P:NC ::: - ') i . . .. A : � �_ � : 24 114- "I .� .. I, U.m OF 2 RIN S - T�Iltl:'A% :: `1 (E. � =�-.H-Mi!- ; i - . !. 7­1 ff=r f-27 � ; COVER SECTION -� -------- i i ; . A W : � ; i - ; 2 z, . I 1� :: ; I � I � : ./2 : I � ( i I I . : � 11. � ., .. .. .. . . 1; : / . I 11 i ! i 1 1 ----Fal.- % : . - . 2 7/5-' f T- , . - .. .. . . _L_ : ! ; . . ; : I - . � . I - - .. - - 'f . ... . I I .11 : .. . ,� .:... . . .. - I '; : : ,I i : : 11 "� : 53 t 14 " . Llll���� ­ :"......., "'.".l. , L'.' I. . ?I �; : ...... ...... _.­­_....­._ � : � . - " , ­ � : I - - : _ - !, '_1 i�. , .. , , , !: � I � . . - . i :.'.; .� `. : � : n I I . :: � . . 1'. :::" . . .:.. .. : .1 . .; FRAME SECTION � ". : : V �. _-L � MAC JJH I N ED . : : - .. z; ! Al A i I �: i PRECAST CONCRETE ' ' : "I :�,-�., i:- I "." - .::. .,., i: i:.:, ." '; : 1 1/d. �- I.. . : FRAME SECTION � I--! . ; � . :!.. -::.*:.-.; : .1 q 0 : 1; I I /2"­; '�-- 11, . . . �:i-�'..:...� - 11 � � i - 4 : . .w -1. ; . i t i ' .: � i : : I ....... . - I � ! ': i F .:-:. -i-n . . . I . - � . . , � � � � ar3 : . I.": �'�-'-�',`.-..'.,��.` ;; z , . :.� ��z Af� ; I � ..t. S .1. . .: - 1/2" GROUT BE7WEEN :; : ... " ....; . _\ I * \ : 1*1 0 COVER SECTION I GRAQE RING- .. . . ...: . :� -..� 2 �: � , _' '. r I � ..; . a - . 4 . :E ... - I? :; I I ; ., : , : .� # B � �',. 'i ; � \:-., - , .�� � 11 i I . ; ­ 1. . . � . :;:, MrV-N-i .9q2CK C`O-jRSE t %i 23 1/2" ! \ �..�.:!.,-� - �,_� : . , :; &l. ISOMETRIC - ___ __ .4 � ! . . 3E7%nZ'E-N RlSZER RINC;S .., z 'I J, I . ... . TUMiNOUS "i, - ." .. ''; �'�, - 'E7 ` AND � /� - -, 4 ! I i, .., .: i\ . F" -:"."........".. I /, : � . - :-", .'.'.' "I , /­ HA5' SEALANT A"PLILLI .. . ... .. CONCR "RACE j�:N \ A ROVE' I . .1- !, : i � : . . _77-1-`1 ; , � : 0 ISOMETRIC 1 23 1/2" : � . �, : ; : . : \\ it \ � 'A , , '. SECTION 9* , : .:�, . . f I 0i ! . � . I , 'L� . : i 1-11'. I ' : - - a (4) 1/2"- __ X___�__� I.. . 7-ft '' J- 0 CEMENT BRICK % '.' �-_-_I.z �_ �. - . t" OR G" CONCRETE ..R.4-1c* ;zi-�,,G %. i I ! � � I 0 zfz§� � - , i/.,,.� 1 I ff � � . "WH CA : , 0;JL1 HOLES - - ; : : � � RO NA ENVI OAMENTAL �.� 2 i . IVAkVl�j-V- OF 2 P;N:-S z I B 2 : : � � � \ . 11 - 7YPICAL is., � % %,� a i : $ DR-LLED & TAPPED 14-4 ( . - .. : ft '�_.�-­.­ � ! ; : . . t : � F I . ,I � GRA )1E RING 3 .. : � . I ��11 11 \� ���) - ti , . ; P�M.y ..R0?yI.fNF Pz.AST:,*:� . .---,. : : : I . . - ­ � J1 Z� . -If-,) . , . , t I .'. . : I %-i,�.-'i, m I , i I .: ; I 151, ENT COPOLYVER i� . ....... I ........... RZIN711RCEM: MANAGEM NT Com ISSION : ­ q ; : 11 ! : . : � . . r I. : i . : I , - __ - .% : � 1/2" SRADE 5' STr-:: % . i : : F I . : �, ; I/. I , �' 'i ; .... .. . z � --- , .� : 11 . "Z�F_ I - 4%."-Ad" it'�:Mz­N' SRICK GRADL I I `_� _< � K *..... /�7--Z.-_- : . : I �/1 i : ... . V .. R:,%.-"' - !N077 2 & 3� � !*­ . . . -1. ! ,_ i - � : . : . t M A : . i : / I 11 � : *: I. : 1! " ��_�, DIVIS 41111111% . . .i 01) . _,�, ... - U`Z_ AN t .!"117_1_V7D- Bi�`J-V�NOUS 1, ION F WATER ; I :: . I - f. I ? _� k . . : .. I (4) 1" D.A. � ; BAS,- `--A: AN'r APPLIED " TOP .. lz 11 LO I � � : i . i � .i I " W_ . : I .I. ! - ; : -14, 1 . . 01�. I.ON- I : I- ANCHOR -cLES I : � : : . I 1 SV C' z ON n . . "I -;I:....%...... : i aC,AI F: NT5 t : rl. 0 : '..., - �, � t ; . _. 11 .. . NOTES: -, : -------------- , I .. 11. . . - 4 I ­ DIA. ANCI , " . . � . PRECAST -V ' N � ": -_ TC� P y . , . . . . . � -4 i : ... . : � I . ___ � z , . ; . I _ i z HOLES . RTIG�T NOTEP, :i, . .. z : . : It : � I : :V.P. � `-:y:-;��..:. � . " -_ -�:-�,7:��N,-�\\\ # !, -1) I 1��. USE FLAT TO 'CP Y/A T7 � �.... ... . . : . CONCRETE G-!R�Ai�z* R:NG AND : 1 - Step design, installation, and moier�ol sholl rneet the -OR / / ::- ___ . �, NK111 .. (: , " : Z, * ... PI ACI_ 1/2" GROU" DZ T'AN-i-N.' , --'. � .dr�\ :, ���_ K� . : 'e". - �7�`�\, �. 4 . 4 1. APP� CATIONS A I - - coat On interior ol mcrirli0le ­:-­-:.. MANHOLE CAST - ; 111, � 17- I /,]. f �­ I t! 0 V, 1. Place 1/2" porge .. -� I I L - � 1A 1, �. Z..; . .. ...: ` - - copolymer polypropylene _. . - , ; `�llllllllll"lllltlllll"` � (,6:;% 1. )�� � .,., ... % I . :: / \ I "I �: from half depth of iron costing to c depth .. - - 2. Plastic malarial consists of super high lmoaci res�slnnt . � - - 0;;� . ; " - . PRi'*AS I MANH'�; It : : . . k . :. % 0- . NOTE. .", j� .., , .. onC conform to speciiic r9quiremenis as detailed in AS�M 04101, % z - I OP FOR WAJER71GHT I . I I � I � of -1 � '....: US FLAT 7 , ; ' * le ! 2" below the top oil cone secticii _. t i 11 FRAME TOP VIEW COVER BACK k . i ' . % � � I requirem I I � . ' - '.' " I I . . 1 /2" rebor, arcde 60 a � meet 'he en4s : !i i, 1. P:t2ce 1/2" porge coat on irtarior of A;DPLICATIONSt 3. Re'rforc'rg steel shall be r) C t "I 4 � . . 2. Mortar seal inside & out on brick course. � - � . ; ; i L � .; : _ i T -1 . , i roiSing is al:awelo usinS br',,ck rings. � PROJEC,T- a0a-0 � � manhole frorn hc1f] dep1h of iron costing to of AS IM A515. : FRAME TOP VIEW \J41" _%z;:V COVER BACK P NOTES: .k� I [ S. A rnaximurn of 12" ' � 1, OSHA. i �. - I . � I I : : I a cepth of 2" below ,he 40o of cone section S 4. Adjustment using brick is at the discretion of fine Public Services Director. ? 4. Step width on-d spocing to 69 consisicirif with the laiest requirements oI I . - � .1 :I . . - .. *1 1. This costing is Ilo -be c-ast-in precast flof tops for round siruciures. � - - _ _. .. :: � . - .� .!. Ddpxtm=.1 ni� 1�4hlic Scrviccs :,-- i .-T.-y- �17 I .% f _ T .. - -, N. i . � , � � T �7 linp-J/w-w.ci,jur-ksoLivWc.ne.us % ,.I � ,� : - , � � - .. , I r, , V11 : . . I ,jal;1=nV1IIC.rc,-J5 _ CI- ; ! ,_ I � . I .. I I-. ­ � . .. .. 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Scrvi=q f­\ t, i I o N V I I -N " i � ; ; ; : i ­ - Cl-11" :,"' JAC`-­.� � ' , - : '5CIN t , '­ 1 :.: ..". "'. J: N", �1.. �..�.; I ­� �,yc P.O.Box'2tl \,- 1. I - I .. i" Vllapl­� .el r, ".. - `� : .I­;'i­�.JAf`.1-:.lN, . �.��-:*.-��':!'�r,::,:��i'�:;!,.!�:% Nr 11 .. �, P.O. Box 12 � ... r � ": � : ': � �:, J=k&onv;IIc, N,C. 2S54I .. � 11�1 - , ". )zwksoav;IIc, N.C. 285e I : t:F. ;'­ %, '�: z.: . - ...'.. . : ­. t�.t : ': ­: ..... -,z-. ­!:-�'-rI(-,�.;:, f-­: y %� L ",:: lb .'... .: i. 'C' Jachsoavil'A,N.C.12854' I.K�: Vvll::� 11:11. 1.,: %,:i i.1'1.,:�.l,i`. �' %":��,W - ,:I.: ;,; i '.%:. �),;.. : �.,.:;.�' 14 :11". �,.--..- %. � .. 'achoilvilJc, N.C. 28541 ,:.Y� %, - 11 . 1. it - 1. I—. , . I . i 1­'.Z:i:::�.,� � ALE. D3`r , SCAUL.' DLrAJL lit '.. . - : 5 W � - ____ ;. 1. , i � ,:,. :;r.;= i ...., � - - - . _�'. ; , .1 ,.- � � :��:.-;��.�. Y...."'.",�-Z.- SCALE: DI-T.AJL 0 ".- :s,z �'. . Not 'o, Sc�dt 2 C06.04 � .1.. SCAL13: D13r.,),JL4I .., SCALE: ZtETAILf . ­.­! C06.03 I . . ;:.. : . - ..... , .71.1�­!-, f'� .1;'...-1; ;i.. -.!i; Not To Sc4Jc 2 C06.03 ­:­, - ND i ........"'. STANDARD POLYPROPYLENE - : .. Not To SrIJC 2.CO6.01 I NoiToSWt 4AC06.01 . . ...... ::... _ -HOLE RJNG I STANDARD MANHOLE RING A . � . ..�:.:. . : I STANDARD MANHOLE COVER & RING I ::::.'1,.,. -...,:. STANDARD MANHOLE COVER & RING i ".."..�­;: STANDARD NtkN AND �11. ... .- Not 2 11 . :�­ . kEVISION DAM S= O.: : �- - I x .... ­­ . NISI 'L-T #: I . ___ , - ,i�t& kF"48W "M sftm�r *. % I _:.: .. .. I .�.:` I—.. ' E � :��.....:,�`,-,:*.'��­ I- " RL 4ON VATE:� SKL ... � " - � '. '� ( "". A __1 L ' . (,F 7 . T� __ _�� - 72 1 1 1 T1. :,".- I - I I i A - : : ., - ��, J .. : I : : -"*,I I .. I .� I I 1;1 lo'.,,!, -- PLASTIC STEP DETAIL . - . m .... ........ .. I, M 2 d !J ` -.1 Jvnt, M I 0?J .111111111111IIIIIIIIIIIIi., ­__ . . ..; I ... - - . ,� - - J : Jurke, 2rffs z I .r 2 � "";;.:.I " �,%­._ 'I_­,.;�....W"­ RADE ADJUSTMENT Jur."2m 1 elf .-R1.1�1;. It .! - . : �­ knlis.ulll VIM smrr f. '... ,V,�r�... .,-.7' 111C "' D A TM Sit M'T #: i I 0 CO Jurte, - - 41 US FOUNDRY 700 KL : " AST -IN" FLAT TOP APPLICATION :'Jnusn:c0 1 a., 2 1 , 14,!. COVER G .I.,,.. VER GRADE ADJUSTMENT . 1':� -_­ "'.". - -2 ;, ­. ,Z(M 'r " - _.L �, ,� ------­.­­.­­--- _-.1'.. I. . -.1 1-1 ... ­__._______.__.­_._ : ....... ­.." ..... - .......... . .. ... I ,�t_ . " . ­ I - I--..-.- ­_,.___�. �i,24 � -.--,.-.,-r-.-------�-'�----:'-'----'----,..---.-.-..-�.�', .k. - - _.__.___.._.__._ SHiEE i L-1#1 �.. .1.1 ...... ­­_ __...._..­­..­__­ I—— ......... ­­ - - ­- �I.I..�'...",�'..�....-.-.-I..--.. ­ 't6.....­,.-....­. ­-1- 5 1 111--l-1:11=­ I MMOMISSEMME=11- .11, =111111121= 0 I,--,.,-- ­­ " 11 '-',',,'I'm-, 1111,11111-u ! ! SEWER MAINS GREATER THAN 15' IN DEPTH SHALL BE GONSTRUG7ED OF DUCTILE IRON PIPE. MANHOLES GREATER THAN 15' IN DEPTH SHALL BE 5' MANHOLES. D w T As - Q �>4ERAL NOTESrn Q t 1t --i cC+PIGRETE r�iAlih 1 COMPRESSIVE BTRENdTH SHALL BE 4000 !>SI. IIITERNAt. MIN. MIN. MIN. CIRCUMFERENTIAL EXPANSION JOINT COWENTAIC OIAOETEA WALL TOP/OOTTOU AREA OF $TELL � 0" 4-4- CONE PRECAST WN1i4LE COWONEMTC TO BE FASgICATEO, ASSF LffC ANO CONE SECTION 064IGN10 IN ACGOROANCE R'i11H AASHTO 11122. (fT. } TIIICKNE3S ELAN THICKNESS PER VERTICAL FT. o-t � G3 � r• ►•e"n7ri � ,. 2 ✓8 M AND OAAOE RIt�C3ffi SHAtLI EE AaISEl1JEL@0 IN 8UGr1 A IIAIWER {IN,j {IN.1 (30. IN.} jJ it'1 •{ �< R "V" $TD. $aO.i13l1 R I SEA t�? i'" t o A3 TO CASE T>4f 3TEP8 TO NAVE A SPACING Of 1'S" fr40M THE TOP Lu •c� U � � C C7 4�+ATi~ E M THE SOTT(w OF THE PE+1 ooLH . ; 8 O. t 2 M C? C .. 7 9 3 r .� TO E 4 C4 +� w tl3 C O.1S Q 6 6 a i}•- = z 2 o w H T -v �r1 tUF1ERffi TF1e wl'lQL1E I8 EXPOS'ED TO ROAD TRAFfIG. THE oI � Q S r � � OFrrfcR F- � C� ...1 . ..�' � s BeE usN WITH THE t4rsouNO. O. to o r THE IA4tltOLE I O � fl e � E ,.� ►-,, OF 1"t LOCATIONG IT $N*JLD BE A Xlkl 1161 OF 9" ABOVE THE GRoU►sD. 0 C7 Z Jar :� 'O-i n �i oP t r >' .3 iR N r1 TO TOP OF 0 T FAOtb FIE BRAD! . `-� LIMITED 0 •0 PLAN F FI LI O S DEPTH o u c �- � s Q M ♦ SOTT01d SLAE. " ; © !1J © ♦ �° u. CUA2 AND GLITTER WITH CATCH WIN ON STEEP GRADE$5 ca THi Ing. THICKNESS 'T' SMALL DE THE GIt N81014 Of Trt>t ALTERNATE !QNE '`ECTI� ti11ACE Rl�it, THINNEST POATICM Olt THE TOPIMOTTOM 3LA8. ' TOP IdAT {if A&INFOOCGEIIENT 6i1Y BE NEGLECTED If tilP 1St� ON JOINT-7 MIN. AREA OF $TEED = a ' . ti+ SMALL BE O.Or in. ON FLAT QR:DES Pstc SAND UNDER LA A DI3TINOUTSHASLI' TOP AND SOTTCM- EOCEHtRIC CONE `D' + Z '>I7' 2+.0. t S •0 0£PRE95E0 GUTTER LINE 1" MIN. ADDITIONAL PALL REINFOROEJi+Ef� •,`�.3 EXPANSION JOIJtY�7 e® CLR. Sa REEAR ti i8 LOCATta IN MIDDLE TMIRO OF WALL i� PLAN OF TOP SLAB SECTION S-S -.�• �,- �. ELEVATION e�� STANDARD >'+o. >a®o.ot 340.02 e' • ` ♦ • , Ltr Q NORr4AL CURB AND GUTTER ON LIGHT GAADeg !" 1" WIN. Ulu, AREA OF STEEL IN TOP T P >ITC. ¢� � H CLR. S;LAS BNALL 102 a4'8 0 ®" CTS. 86 G. sC.0 LLI i CI> NOPAIAL GUTTER LIME FLAT TOP SLAS EAe�iY/EAIO4 FACE •. iACTROJO ERE►+TIu ®c�'. N e% = N (!s urea ae ew.Tsa ets. +r. PIEINFOACEMENT) d� :.�. 8y E $S "D�' 6 XPAN3I0 Jt1INTApOITIONAL IPi PF4CHOIDE OF OPENING 0" eemnrwe•Jto or►ntr: s•s.Qa ADDITIONAL s4 EAZH REINFORCFNAL MIN. ' G= © CLEAR Of iOTTON FACE ew.m+ RIDE DIP` COEMING {1" itEINFOAGE IN.(FT.) CC 18i qr C � � pEPRE39E0 CiVfiEA TINE A6 • O.t2 IN.s FT.j ti •. -4 y �_Pj MAX g.,"R 71EDt • 0 G EXPANSION JOIN7*0 PLACE S DIAGONAL w_ r' CLEAOt OF Nl?TTOh1 FACE] � x . 1 N rT G TO COA ERS (TYP. } o.o.aa Q ,O, ,N, C7 SEE STANDARD NO. 940.01 08 640.02 _ ELEVATION r 01 > SECTION A - A tol AWU. CURD ANO OVTTEDt ON STEEP GRADES FRAME & Q:RATE ` 2 Ar - � � STD• >040! &A3E M•y .6i.. i:i r'T fT1 , ' F04 HANHOLE P � � a a. � J GD 'rt ^t1 r 141'_' tJ - t11 t t r r4� RING AND C4VgA � Z O 1 11t _ �,; ,' _ ► { j '� 4� ASINFOACED CONC. W 3T $•4l` - '♦ - tIt J 1 ► '�• u • _ Fla. (9EE STD}. 11t t L `'�7'r i ► e s * !� e • ♦' 1525. 1 IF rl- _ .._ - _ J h s1lri. AREA OF STEEL INSASE , AEOUIRED) � t �►' ar• ,r s J f > t - • w-w+aT 0.12 3LAL0 EA LL EE------� • %� 4.42 fn= PER LINEAR _ � ; t BOOT EACH WAY � 6 - r r- MINIOM 0100*I04 AM CWNTIT150 POA MICK CATCK 3MIN pb4eEN8I0" OF 001[ AMPi►g COV9fi1 C21 Am0IQst YO>3, use. IN ®oX �1tx ear Ht C.Y-1 FT.MT. ADD TO .HT, AEOWTIONO ONE PIPE Pipf. OPAN IIIOTH MOTM SPAN MZZCKT MSIQHT SAM-U I we.V W •1r TOTAL LO.S. TOP CLAS PLCOR TOTAL Calve. In CU. y%. WALL! FT.wr. A it o BIN. "I rt3 6 F No. trVTH 140. LEWTH NO, ENOTH C.1t. K.C. 12 3'•0" Z'•2` '•4" 0.201 0.201 6.740 0.3I1 RIM. 1 0.321 0.020 0.032 0.112t 0.031 0.041 10' a'•0- 4'•2" S'-®" a 201 0.241 0.$02 0.32t .. .. 0.0" 0.000 Ia. 01.0. 21.p' 21•10" 0.Y®1 0.201 0.000 gd 3 , • mot" 3=4- 0.201 0.2E1 1.070 0.327 .e 0. s 0.113 $'-4 VAA1. `•10 4'.4- 4 1'•0` 4'•1` 3 4'•1" As 0.147 0.3T4 0.42t S,a4$ 0M2t 0.170 0.9i}4 0.133 0.110 34' 1'•0' 2'-2' 1%10' Fill VAR. '-4" 4'.a- 4 `•0` 4 41.1" 3 d,.1" 48 0.107 0.416 0.602 1.118E 0.403 D.Ifi10 0.1t1B 0.?JO Q. W.C. 21_2. V oil a'-4" VAR, 2'-1" 31•0' 4 1'-9"2 3'.3" 3 3'•3 3s 0.135 4.373 4.'SOi 1.011 0.3st 0.117 0.240 0.3Z91 48" &`•0" I'•2" 4'•10• VAR. 21-0" 31.0' 4 2'4 4 S'•3" 7 V-3- dfl 0.1I! 0.410 4.001 2.141 0.4 D.911 0 3t 4 0{" 2'.2" I g'.7" 1 $ •4 VAR. 1.4l.1•8' 4 3'•O• 0 3'-3" s S'-3- 4$ 0.#11 0.44$ 0.659 1.61t O.d4® 0.1t 0,3190 0.1i3ffi ILL. CL 6.4 FXC �p o- sty Q yh� �9 r � � r J � z Uj EET I OF t G AT�����T������ TYP��L��HOt���CTIO s11la MEET 2 OF 2 -. p SCLIO C4vEa SHOWN PERFORATED, PERFORATED AVAILAOLE z o GENERAL NOTES; AFL CROP INLETS OVER 3'-S" IN DEPTH TO SE PROVIDED WITH STEPS Q d Q r------ 1 -2" ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH STD. 840.6S. z P �c3 �j CLASS " b" CONCRETE TO BE USED. ti, 0 z 1„' ALL STAR JOINTS ME )11 O o Lh FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE 84TTOdytt SLAB. w W Q � U. � X 6RIGK � A50NIiY DRt}P INLET NOT TO BE USED IN LOCATIONS SUBJECT TO 4 U pc Q � �'•- .� i - - TRAFF I � . JUMBO . SCK WILL SE PEaaati71rE0. CONCRETE BRICK OR 4" SOLID CONCRETE � � U. a � o � T •_. _._ BLOCKS MAY SE USED IN LIEU OF CLAY BRICK. � � r IF REYFORCED CONCRETE PIPE IS 9E7 IN 8A8>E SLAB OF @0X, ADD ~ > TO SAAS SHOWN ON $TANDAAD 540.00- SE FOR a'-O" IN HEIGMT OR LESS USE S" WALL. OVER $'-0" IN HEIGHT USE 12" , Qo WALL T() 6'-0" FROM TOP OF WALL, AND a" WALL FOR THE REMAINING 8'•0". OUANTMES TO BE AO.IUSTEQ ACCOR>Oltd(iLY. Y_ PLAN �R1YTIi Ct1PINb REAeOYLO S'•S" CRICK COPING ORATE CG PAAAM AND 4 ' a i Uj � lrls etr� aewao,>Awe �. DIMENSIONS OUANTITIC$ DIIdEi4SlOriS OF ®07C PIPE . -AM CONC. TOTAL ®11ICrC litS019RY DECUCTIOHS FCA PIPE SPAN VIDTM HEI{3riT IN OADS PER FT. oRECrt tdiN. ONE PIPE 0 A E N CU. Y05. HEIGHT COP IND H C.E. F+.C• 12" r•o" �'-0 z •+- 0.297 0.313 6.037 0.$71 0.020 0.032 is 0" o.zs7 flats 0.037 0.lot6 0-031 0.047 1S" T. 3. 0,2st 0.313 0.037 1.108 0.044 0.061 24' 4'-0` C.tb7 0.313 0.037 t.2®A 0.078 8.11' -Tr--1" 0.247 0.313 0.037 1.307 0.122 1 0.174 rM 't " DEPRESSION 7%plf -I rri -4 C> . G� C) N -1.1A st - 01 T.1 5,4 SECTION -O 0 a � m m z r - 31 JJ 1-4 +� V! D 13i rt 2CI a CDA. �3$ SECTION H-H d O SHEET OF 1 840e16 SECTION Y-Y f' IF SPECIFIED. COVER SHALL STATE USE OF SYSTEM (I.E1: SEWER, STORM DRAIN, ELECTRICAL) TOP OF COVER L_ - ` .. BOTTOM OF COVER-- PLAN OF COVER MZ PLAN OF FR"E r N 1' 11 l 3 -� 1-1 TYPE 01 .. -• �-- 44 �"`,t l 1' • 10 tr, 42, C ter.---_-.. 1 /ALTERNATE SECTION 5•S rn `� / MINIMW WEIGHT$ • LSE. Z'-Slyd" FRAME 180 COVER 120 SECTION A -A { TOTAL - Boa 1 SPECIFICATION CLASS 30 IRON MEETING MEET 1 OF 1 ASTM A-48 �40.54 TYPE 02 JJ rn .. Jr t rl !r t•" C1� I r ►••1 .-' co E� op� "0 --1 1 � 1 WQbs R E P. Op M T A.6-4 . , L..._ ♦�F 1 Q � a 61 114 1 ♦ Q LV-4W f r-4w" F -'Oj PLAN OF FRAME l ��{ CAST IRON C; PLAN OF GRATING �` w 2 ` ,1 CAST IRON MACK Of CURD xw Y PLAN I -•-a- X A m r I I A Cn Ct 0? D SECTION Y-Y co Ui 1-4 1-2 Ff wFA �� l♦" rm Uj tr N N 2'- 144 qrr cV N 0 O 1j view MEN a" x a', coo is USED IN PLAICE OF NOW �r-Ott SECTION F' _ P &HEET I OF 9 SHEET I OF 11 ti7 840.16 840s0- GENERAL NOTES: UWTAAt JOINT11 3'?" TO LD" TNICK. CLASS "8- CONGAETE•to of Useo THAOU04OL t. THE P"11410 OF FLOOR aLAa TO 0E ACCOMP113HE0 W FOR010. ACT FOR PIPS(S) FA00 TOTAL Cif. `OO. OF CRICK WA50NAY. ALL CATCH EA.OINA OVEA 2'-8" IN DEPTH TO BE PROVIDER WITH STEPS 1'•2w ON CE117ER. OTEPs aHAtL Be IN A�CC0A0ANCE WITH STo. $0. 240.60. 1JAle 7YPE "E`. -F" Ano "0" ORATES UNLEU OTHfl 13r, INDICATED. JUao ISAICX WILL Be AERNITTJO. CONCRETE SAICK 04 4" SOLID CONCRETE DLOCKS EUtT OE U$EO IN ISMi OF CLAY ;stZCx. IF ADINiPOACED CONCAETf pipe IS SET IN &"I SLAG OF ®GX. ADO TO �E A8 Sr1Qs4D1 ON 3T0, NO. 440.00. 102R %4j.L To R�O1fA0W TOPSOFU$WALL"AND ON '��LLRFOA THE RUthIN114 E'♦O', OUkWTITE5 TO Bf AWU3TED ACCORDINGLY. ST&PS 4TO. NO. 840.60 SIDE ELEVATION sECTION M-M M11EAl: 42" TO 64" PIPE to USED PLAN �< QON~C= du�0>Q•v W '>1~ e LU a LL ,•> t'3 � 2 Z 1"•1 C1 .Q Cn 0 J � SHEET 1 t+ 840 - 0l- ;< �.'.'�= n;-o..Iw:c L-. :.I. .:I1.'' C.:-c;inaers: 4Wv BUCKET TAMPED .N 2 FOOT LIFTS . DEPTI-I VARIES CO.V:?ACTE'D SE;_EC7 8ACK : '- MINIMUM COVEP = 1; 2 PIPE O.D. OR 12" �.. . 'WHICHEVER :S GPEATER) ... ....::.'...........:: ::. . NATURAL AREAS 12" MINIMUM 'BCTH SIDES 0- PIPE;' s' #57 STONE 1 or -iALINCHiNG , VINIhdU'M 3EDC 5" 1,:57 STO.ti -. --� � SA'v1' [ UT EDGEDF PAVEMENTawl �i i ,.i V N I h'. r�XISIING OR rsyv CC-MPACTED A?C _ I _ COMPACIL SLLL: ' iACti:. a� ;NC' I; i /2 ?I? O.C. CP. 12" i CHEVEP c .S, GP.EATE.R) 12 VINiMUM (BOTH SIDES OF �'DEi PAVED STREET AREAS i .I' •,._,,.�•_%•• ,,,:t f..' :._�^'•`•.i •� ? A---....+-........- lY�: �\ i v' w a E D):N v NOTES: 1. Compact over pipe in street orea to 95% of the standard proctor maximum dry density. of Public Scaviow ' , httP llww+v.ci.jschsouvii)aac.us G �•`,•, ! r ;". �'!' 1¢claorvillc. N.C.28341 .�-- - STORM DRAIN Itiasue. II� •v;, .. t To 5c:Jc z. 6313I.0 l PIPE INSTALLATION FtLVISfOriDATE srt�crd: t Junc,UM I ar 1 i 1;. INSTA' Ri? PAP ONr. FOOT i�PVra TOF OF BA'NK� vONCRETE F=S BEDDING SE- .. DETAIL 531,01 ............................ ;�_•< APRON NON-WVEN GEOTEXTILE =ABRIC 1.5 x d SC BUT NOT ' LESS THAN 6" 'v1:N11`;UN EXT:I'�;; E -A.BRIC 0L1T ON-- !: Oy�AT TI-._ -0a ' 7T ENDI; -LAP J. TO THE GROUND I :;: NOTES: 1. Initial course of rip rap to be laic in excava'ed bed at side slopes. Rip -rap is not to be laid on top of grade o% side slopes. G� O� N V•JQ f. Nn par x 128f Public Scxviccs ht:�:#ww-.u.ci jzckgouville.ne.us PO. Div S `. (r t'• Jw_kwrVilla, N.C. 28541 �� END J OF PIPE Ivor To Srn e -1636.01 TREATMENTSarvrstarr � : sty �: ......::1:: Prc,vi.;ems l:, ;..pc:.l.: .... .•..Il:�'.c; C•'.yii:r.�'s RQOF -STRUCTURE" SFRv=S ? "^ 'CIO Sr 0. �00. 50' v:NIVL1 VEG- : TEs _ �_0'A' PATH --•� �---- D WNPOJ' "cX'ENSICN \� SPLASH 15? -: A 3'X3'x3' R ?--' A-.7 - - �� COMPI.ETEL" ENCASED WI i.' 'SUN-W0VL-N GLD? A:3 :C. COVZR-J _ -'--------•---__ _ bi'1-r J" 0.-Cir\OY ------------------- SPL,.ASH BLOCK NOTES: 1. Encased rip rap system is optional to Eu:'.lders/Owners. De f cattofPubiicSsviccs ;,• . http:!l%ww.ci.jacksomilenc.nr P. Jacksonville.t•.C.2%341 :. .,.... w n.. TYPICAL DOWNSPOUT o To z =ems of '<.,1,.' •--�., h'..5 �,` SPLASHBLOCR DISPERSION "�lunc.2� : ,t<raTwi APPROVE" �IURTH CAROLINAEV O MANAGEMENT COMMIS! IVISION OF WATER QUA REVISIONS REV. 10/22/5 PER GIT� COMMENTS Q }-zLU } z z LU OX U_ LU <o 1- LU z LU � Q I- acl� LU z 2 n -1LU 'U V z LU CL F 5GALE: NT5 D i:Y 1I t L✓ 1 RDT SH,LET Q co tT TRASH C PENETRA IN VALL 4 NOTE ALL DIMENSIONS ARE GIVEN TO FACE OF CMU U.N.O, 3r-06, SYNTHETIC ,-STONE VCNEER ~� st.ae JQItiTS ,y a e CZY-REETE CAB ON CaZA17` il;7H 4• GRA:NA6E FILL C3000 DRAIN - P5E AiR-ENr> XW1> CONC, T tSEE CIVIL) TRASH COMPACTOR a _.._.-Y SYNTHETIC PARGE & PAINT STONE VENEER EXPOSED CMU IN arr+pm 11 THIS AREA o 4• CONCRETE SLAB ON ORACE i•ItT31 4' aFL4FNA6E FILL(300,-k= 7 PSI A+R-SNTRAINED LONG� SLAB JOINT 5 RECYCLING CONTAINERS PARGE & PAI SYNTHETIC EXPOSED CMU ,-STONE VENEEtII<._7u, THIS AR CONCRETE WALK (SEE CIVIL) CONCRETE STEPS tSEE CIVIL) M■ a Fi •N' DUMPSTER 4' GONGRP7E 5LA9 ON &RAP£ KTH 4' DRAJK<,E FILL (3000 PSI AIR-DO12A D WWR-Ere 6' DIA. CONCRETE PILLED BOLLARD tSEE 61AI.2) CONCRETE POD & CUTTER HEAVY BROOM FIMSH ON "HP 24'-V SLOP- V PER FOOT x-NAND RAIL COMPACTOR w RECYCLE AREA DETAIL 40 YD. COMPACTOR, O,INER TO 5C44F-DULE PICKUPS AS NECESSARY SEE ARCHITECTU IBIS DRAWING FOR ILLUSTRATION ONLY. BERM tsEE CIVIL N I I i CONCRETE WALK <SEE CIVIL) • kl�i► it 1 ik ! t i` I -5 24 -C D{ IVF ; 1 4�' FAR< I NCB AISLE-777777711�/- 5lD��AL;� S�AG� 5�'AGE �ID��AL k 2 12 � ✓ ! I ABG { : I NOTE-51 1. ALL 12'xl&' AGGE55I5LE 516145 (R T-•a 8 R9-1) SHALL. DE MOVNTW AT 'I FEE FROM ORADE TO BOTTOM ED&E OF 516N FAGS (I )TCD). MOUNTING HEIC-HT CAN BE REDUCED TO 5 FEET IF PLACED IN AN AREA BETYEEN 51DEKALK AND BUILDING FACE IN WHICH PE©E57RIAN5 ARE NOT E>G;'E0TEP TO U5E. 2. REAR TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD) US. DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION 5UPPLEt'l[ENT• 3. IF AC.GE5515L E ROUTE 15 A RA15EV 51PE ALK AREA, THEN RAMPS ARE REGIUIRED AT LOADING ZONE AREA. 5I6NAGiw -•� c45' cf5' Q5' q5' �iS' q5` ONE Our OF EVERY EIC4M (6) ACCESSIBLE 9PAcE-S, BUT NOT LE55 Ti'iAN ONE, IS REQUIRED TO BE VAN AGCE551BLE. PARKING 5PAGE PAVEMENT MARKIN65 ri VAN "-ate C.GE55I B 51Er 5TANDARI? NO. 50.1015 It 50.100 FOR. R1r�r)]rRVE EMENTAL SIGN DETAIL PARK I NC7 LEGEND AND 80RDER - GREEN BACK61ROUND - "41Tf MUTG© Ft I -a 12"x18' 0 MAXIMUM R'1-SD PENALTY' 12'xq" � 25D F N �-- FINISt•ED GRADS 4• Jj M,i• A. 1'tJI I) Ijfl !t._ •J C••,L.•M � RI-60 111 fflttiLCGEND)11 AND BORDER - GREEN BAOKGROUND - H41TE SIrvN APPROVED FOR LSE UNDER eia1ERAL STATUTE 20-31b R7-517 FENALTY 516h15 ARE REOVI RIED TO ACCOMPANY ALL R 7-6 PARKIN6 516NS ERECTED AIR DEGEMBI:R 31,IggO NOTEt SUPPLEMENTAL ACGE99915LE 5115N (R'7-8-a) USIM ONLY AT 7141± FIRST ACCESSIBLE PARKING SPACE AND AT EACH VAN. ACCE" 51i5LE SPACE. (5� STD. NO. 50.105) AOCE551 BLE PA K NO AND 5161NA6E 5 I"'ANDAI \D 5 i':` .i?:Gll:i F'(C�v!:fie:1 �i•. ..,: ..:: �..'t�,;•r.._ti:'.� ..... I:^:w�.`'� .i�i,' .:�IUq � -. �. N'•I i! 1/8" RADIUS ~-1/2" r )LIP RESISTANT WARNING SURF ISOMETRIC VIEW 1 MAXIMUM SLOPE - 12:1 a HIGRAY" n TIN ATT P E� B LES + 4' t SEE N°OT 4 - VARI OP r = ., -R i NTIAL- a 4• � ,. PREFOR r.:EJ ASPH�,LT t E ABLE SLOPE 2S R s -8 1 /S U- ES DE !,i r', r'� �I .�; •"G '1 .✓� NOT `0 EXCEED 12: 1 r • x „ i- !FJ R� �NAwE_J r.: 3D R - 8 -5 4 `� • / 1 ' XPANSON JONT z =' E �.' SEE NOTE 3 �, 1 o TYPICAL EXPAIVSIC)I�I ,`10INT DETAILwi �' " R /y' VARIES (SU CI T Y O JACK S'DEWALK AND GR=ENY°SAY PLANS) 3' M N MUM VARIES SEE DETAIL 401.Ci1 ' 1 TOOLED EDGE. (TYPICAL) 4" THICK 3000 PS: CCNCRETE S/'01 2 12 ate! { ' 1 /2 PE 12 �l✓n;Cl x �DN SL': � 1 j +d PAVEMENT --, 177-1 __- - >« VARIES, MAXIMUM SLOPE 3: �- COMPAC"--D UNDISTURSED UNLESS APPROVLL� BY THE SUBGRADE SUBGRADE -' PUBLIC SERVICES DIRE :T'OR. -T-11.:-11-- TYPICAL_ SIDEWALK with UTILITY STRIP R/W VARIES (SEE CTY' 0:- JA'CKSONVILLE V-0"MIN. SIDEWALK AND GP,EEN't'4'AY PLANS) 3' MINIMUM EXlSir,�1" ;VARIES SEE DETAIL 40.01 GRgDE 1 1 TOOLED EDGE (TYP:'CALF -� .� 4" THICK 3000 PS --, 12 _ CONCRETE S/`v"r , I A /2 ~�"` -- `' `'_ �• 12 CURB DN SLOPES i1 * 7 PAVEMENT 1�- -... -... X VARIES, MAX11'r`:UM SLOPE 3:1 `-- �OMtPACsED UNDISTURBED `�;,,a _ ,, : DE _ .. H SL;BGRA SUBGRADE ; UNLtS� APPROdED B : °: E .: .�1:�'f'1-...-�.11:. PUBLIC SERVICES DIRECTOR.. TYPICAL SIDEWALK with UTILITY STRIP NOTES• 1. Provide 1 " deep tooled traverse structural score joint with /S" radius at 6'-0" o.c. 2. 1 /2" preformed asphalt impregnated expansion strip joints to be placed 32'-'0" o.c. longitudinally, adjacent to curbs, when butting existing structures, f. concrete, or buildings, and at changes in width. , f !: pFJc�IlC1t Of Pufi1CSViEC5 �_.. ; ; �• ,: . fag:J/www.ci.jacksauviiC.nc.Usoi II, ,-,,I. J.,P.O. sax 128 .� ;• �' �.,ti f::';. ;...,; 'n 7acksonvilie,':V.{.''.283r4I .:ii:i '1'i'i. ...... i:''C:.'r;1L :..!.:.. S'1'•.^�7.ii•.i7 .`i:.:.Gl:.._.....i'i1i .:ti':.. J l: TYPICAL CONCRETE D �Fo ALL Ste: >s>04.0 1 �� tTaScafe z404rD3 .......... :.771 :, rt , A► EXPANSION JOINT DETAIL June ,1�0SI>: : r'••Lth:t.;,: ".. 'a :,�':Y'' ]itiiC20t)6 1 of 1 RETURN ' .a.a .. . . . . . .. . �.. . . . . . . . . . . . . . , A 0 .... ,- G. :•i:;.: a .tom 4 5, MINIiv" UPol ' 1 /2" PREFORMED 4'-0" MINIMUM I . XPA-NS °ON S T R P 5' MINIMUM VARIES PER RADIUS OF CURB RETURN L,.. � , p .co k Tc . �K ! 5 M NIh'1UM WOO 1/2" PREFORMED "ADA DETECTABLE L` v /, ASPHALT :MPREGNA I ED 'A'ARNING- DEVICES" VERTICAL CURB EXPANSION STRIP ' 2:1 MAXMIJ"� SLOPE PAVEMENT N s 1 2 :--_ f SECTION A -A zl NOT To SCALE 5 VARIES PER RADIUS OF CURB RETURN--- L`' ` A DEPRESSED 'C DEPRESSED CJR;, 'CURB 1/2„ PREFORMED ASPHALT � 5'-0„ I 4'-Q.' Sr-vfr 6._Or' 4`•_-0" 5'-Q" IMPREGNATED EXPANSION STRIP M€N. MIN. TOP 0.;- CURB •,a♦ ri e A QO'4 Q' O b•O.60`'.O.A:A t^ . VERTICAL CURB . •� `-- VAR:. SLOP: NOT GUTTER TO XCE J 12:1 DEPRESSED CURB SECTION B-B LINE CAST IRON MAT WITr+ BUILT IN TRUNCATED DAMES `S TO BE SET =LUSH '-'VITH THE CCh,ICRETE AND THE ENTIRE S:;R-ACE B.ET.'; WEN THE M,"%T AND CuNCRETE GLUED WITH EPDXY CEMENT. EACH V.1AT IS TC BE ---r- NOTES: AT LEAST 2' LONG AND 3' `'PdIDE_ �•� _ � 1. Detectable warnings shall contrast visually with adjoining surfaces, either light on dark or dark on light. 2. The material used to provide contrast shall be an integral port of the walking surface. 3. Dimensions assume 90° centerline intersection of streets. 4. Concrete shall be tinted battleship gray. Painted surface will not be acceptable. Sti1� VjL� . UtI)aranerlt of Public Scnicos �^ '; r= - h J/ww-vr.ci. acksonville.ac.uA ;*G�' P.O. Box 128 r .: ..r,. �N ' S v \ .{ .._.:._.......: �•. ; s .• C Jc sa vill 8541 ... ..I'I'lF .... ....:;>iU:•1%i:L.;..i:.N ::,.:,Il.�iti� S.>rt'If•,i':i'I;:�?�� '�Li' is tt e, N C. 2 ®® (� ..7... T����i1 1��A S(?SCAEE: DETAIL ". Not To Scale 24U.1 W!.• .... .�YM11,41rI,A111�� IR REVISION DATE: SFEET #: %A - TYPE I 3tlne, 2(6 I of I 12" DRAIN BASIN CAST IRON H-20 RATED GRATE FOR DETAILS SEE PAGE 4B INLET AND OUTLET ADAPTORS AVAILABLE 4' 1HRU 12' VARIOUS TYPES OF OUTLETS WITH WATERTIGHT ADAPTORS FOR: SDR-35 SEWER CORRUGATED POLYETHYLENE SCHEDULE 40 DW V CORRUGATED PVC RIBBED PVC WHEN ARE INLINE DRAINS USED? RISER TYPICAL INSTALLP TYPICAL INSTALLATION OF NYLOPLAST DRAIN BASIN AND INLINE DRAIN TEE x<1) L MOUNTED ON ANY ANGLE > TO 359'. TO DETERMINE MINIMUM .z Aklir [ C DC rl rr'CAf AnAn rr1n<' f•CC W,, c[ I v 12' CAST IRON GRATE THE INLINE DRAIN CAN BE USED TO THE INLINE DRAIN CAN BE USED AT ENTER AN EXISTING LINE BY USE OF THE BEGINNING OF A DRAIN LINE A RISER AND A TEE AVAILABLE FOR ALL PLASTIC PIPING SYSTEMS WHEN ARE DRAIN BASINS USED? 1. CHANGE ELEVATION 2. CHANGE .DIAMETER CORRUGATED POLY PIPE NYLOPLAST TYPICAL INSTALLATION I __ ... 3. CHANGE PIPE STANDARD (H-20) RATED DRAINAREA = 62.7 SO, INCH HINGED GRATE COVER jl TOR EASY ACCESS 1` lIt t ;0 p e LLLLLLLz L�E.. o_ 3 LLLLLLLLLLL + LLLLLLLLLLL o © LLLLLLLLLLL o LLLLLLLLLLL o LLLLLLLLLLL LLLLLLLLLLL 0 o LLLLLLLLLLL 0 o LLLLLLLLLLL LLLLLLLLLLLIJ PEDESTRIAN (H-10) RATED SOLID GRATE DRAINAREA = 51.0 SO. INCH >MQOTHWALL 'VC MATERIAL; CAST IRON QUALITY+ MATERIAL SHALL CONFORM TO ASTM A49 - CLASS 30B PAINT; CASTINGS ARE FURNISHED WITH A BLACK PAINT tom. „MAT BASIN PTORS T ON CHANCEDIRECTION ��Iq I -'Ir111 %'EVI5ION5 REV. 10/22/5 E'ER CITY COMMENTS 6 z V CO /'' i- < n z ill z '-- L.l J �° < Q LL- Z 0 1 LU z = �, t fl LLI Q z d) Z LU ~ C4 ^ / ' W UU < z _ k z r �.J `oxx %tlllI[Ullf,co S 024q4l LL z O ° v .� K z �z vo0 J � U} 4 U Q- O Q O ll- -�1Z � N LU Q � �Q> z � �O ~ Q}LL1 5CALF : NT5 DRAWN BY: RDT SHEET D� EI-S�FWY BY-PASS­n 5ETn-ED TOP W BEILOV4 SETTLED TOP OF DAM C-R ECUAL ;7:LT;7R �­_OTL�i IN 3'-3` OVERFILL (71, MIRA- FCIR S= KCUR� T 0 ­LNONG. ��X Tt-_NO 7AGnI-_ 1; 2" :,, -0 is, :> B� PERV:TTE VC A A D R 7S 0 9 R: .4 P VI: L REV. 10/22/& PER -r COMMENT5 too SEE "L* ON VATA_ =T AS D:R--C� 0 13'� C -'RECTnR S A MAX 2.1 SIDE N0 8'-0" VAX., 6 17Y ( OMMENT5 1112010b JJ -0- - EA-� LMA.1 R7AS, SLOPE MA%X TC 4' N FILL L - s:"rr-r� J. NO 1040OPEN Felr-,E POST SLOPE MAX. 77y . .. ........... ALLOYeV. STATE REOUIRM MIN.1 133 L55/LF OR &REATER FILTER FABR Ic stuDif:Z0 RATURAL -L POST. omi"rdiy Impci-tarit wrl c ro :. 5TEE weinws is ani';Cipated) STONE SECTION SPACE, e- WELDED WIRE FENC_ Figura 6.06b Plan of torponry con5,,ruc(lon ontrancia/exit. TOP & BOTTOM INIRES ARE '0 ERO5ION WNTROL ------- V.IN,, IN7EPMEDIA7 GUAGE 'S 1 FT. LA)ER OF WIRE ARL 1/2 GUAGE MIN, 51 MIN, -CN^ INTO Installation Avoid tuyvei in public rortds arid steep stopts. R_tmove.0 vegetatio and EARTH BERM DIVERSION: CXTCND r �C 6" A66RZ 7ATE VIEN EXCAVAIEL) IRLNCH other o.5jzctiojuihL^ raa='al frcm IA., rourdatio ama. Gmd-- V.6 crown (Nr,. DOT #5 During the irlilol construction the locations of the on -site roods are Cleare, fbunds4lon W positivo dmimgc. These areas are oten left uncovered allowing thern to erode causing sed!rnent I 1=1 NO-E 1 1600 CAJ.FT./ACRE runoff, This can rohibited by using earth ber-ris to redirect runoff to SE�---FFAST1.\:.1-4G STEEL POSTS. If ft slopc tiNvard th o mad excoc4s 211.1o, com nct a ri controlled low lying areas where sediment piis or other devices are located. D,;Cv`-_- P"S'S 24" IN-M GROUNO S' MAX with 3: 1 side sjope4, across the fmand=ion DpproxLm.a!_^Jy 15 ft frorn trio IIN CW:NMET��R cnt:wicc to div----t rtLnofr awsy froin the publ-lc rod (FiStim 6.06c). MAY BE USED, BRACE POSTS AT LOW PO�N' . ..... FILTER FABIZIC, G1 -C 01R-� SC TION r mace -3 CUT IPPEP OF ANT' VE&ETAION AND ROCT MA 1. AREA UNDER EM5ANKf,� To BE OLEAMED, &IRLeDEV AND 57FJ T. It is recommended that the first phose of MAX. OF ROOTS OR OTHER HOOD^/I5G4:7ATI0N AS Pa-L AS OVER -SIZE!> STONES. ROCKS, OP6ANIC, KATERIAL OR OTHER r1gura am-c- Temporary gravel construction antrwejaxl, with d;vrirslon ir�zfgv v roadway construction be the excavotior. a,^ CUT 2' - 6 4" 2. FILL MATERIAL FOR THE EMBANKMENT SHALL BE FRE:E oxccod3 21,14. f EMBANKMENT SHALL E3E COMPACTEV IN NOT &REATER THAN q' LIFTS 13Y TRAVET;?6IN& HITH 5RUIPMENT. a diversion trench, parallel to the road O5_ECTIONA5LE MATERIAL THE . N, way extendirg down 11c. the lowest point. NO*7C 2 -,N DEPTH OF THE TRAP. THIS DEPTH SHALL 'S ORJGINAL VIMIENVOWo PI -EN TH� SEDIMENT HAS ACCUMLATED TO 142 THE DESIC -eW SHALL M RE�-� AND TRAP RESTORM:) TO 17 SEVIt BE HARXED 114 THE FIELD. -7 There are 3 possibie ways to construct DRIVE' OOSTS 4. REM0)(EV 5WIMENT SHALL BE PLACED IN A DE519RATW 121SPOC-AL AREA AND PROTIECTED &AINST EROSION. '--XTRA C a diversion; size and shape should be 24 MjnjMUnT 0 2.3 -in ah ovt= a stabld 10­L6. oil as NOTES UNSTAKE S0*11S' REOU:RED FCR in the determined -hrough appropriale Requirements 5, THE PEIR HJST M OOKSTRU<�TED LEVEL AND TO &RAVE TO A99URE PE� ION. Toe in bockfill rench and compact the egineering design. into 4 soil firmly to anchor the bo1om of the silt fence so that the runoff is forced STONES SHALL M MACHINE PLACED AND SHOULD BE HARD, ANStLAR AND Ji,*ATHER, RE515TANT. Z 12 ENTIRE WIDTH OF DRIVE FOR EVERY to go fhro�.jgh the fence. No rur.off '�s to flow i.;.nder the fence. 2. To increase storc�e ccpcciy and prolong the life of t�Te' silt fence, excavate a 1 EMER&EW_,Y 5PILLHA*( SHALL BE VIRE5CTW To KATURAL, STABLE AREAS. P61 WT OF ACCE�'ff^'THE SITE MAINTENANCE: r 6"x6" sediment trench uphill clong he I'ne of posts whenever possible. Tenst.b.100 FT. MIN. 0 Diversions should be inspected. after 0 4. Total dminage rea flowing to silt fenCe ay not exceed I acre 100 LF. of 5. ALL CA)T AND FILL SLOPES, SRALL BE 2,1 OR FLATTWL L7 WaShiag faCilley (ij r- a] 3-�rcb %Yahe4 Smnt The excavated mci-ie,icil shoLdd be placed each roinfall and needed repoirs should qUin4), ic- _q silt fence. Z MidHIL111ili, or a corninc=1al rzck, ­astc to a arid cornoacted on the lower sde of -the be made Immediately to both eroded 5. Silt fences sholl not be used at pipe oaflets or "in areas of concentrated flow q. ALL 0ISTLR5EI:"> AREA6 SHALL BE STASILIZEIP 1"-WIATELY UPON C4IMPLETION OF C-ONSTRI)CTION, OF THE 5A61N. diversion and seeded as soon as -Doss'ble areas or.d areas needing add�tiona! (creeks, swoles etc.) Z with recommended grosses and rrulch(. ground cover. 10. TRAP SHALL BE'INS_-PEC,1W REV�Y AND AFTER EACA RAINFALL KT14 PXPAlf�5 MAT* AS NE�RY. LU SO-14 V11 L4,- 01 11jb& SaNitmis VT `T-Y o-1 'A 'KSON. 11,17, I I. j L V 1. D, tntof?ubjic_ P.O. BUT 128 CT f CK S ON u < kckimivillc, N,C. 28541 Z SCAlk r>rAJLq SCAIY- DHTAII�q Not To Scalc z,350.02 STABILIZED CONSINUCTION' E111TRAKE. TYPICAL LU ; .1--t7 X Not TD Scck .2351.01 EARTH BERM RSVjSj0r4 DAM SKRZ-"f.. CY- < TEIPORARY SEDIMENT BASIN RHVIMN DAM SILEET v. LL SILT FENCE DIVERSION DETA11L 1=,:. 2W6 I af Z LU Z Z < Z 5EED5EV PREPARATION NOTES, LU C) > Z LU Z 1. %RFACE KATER CONTROL MEASURES TO BE INSTALLED ACCOF-DIN6 TO Z PLAN. COMPLETE ORADINO BEFORE PREPARINO SEEDBED. n LU < ZIPPED AND 5PREAD NITH AVAILABLE 2. AREA5 TO BE 5EEPED 5HALL BE F 2 Z TOF501L 5" PEEP ON 5LOFE5 5:1 OR FLATTE L 5EEPBED FAO'-7.%IC Tf. B-E I;NSTALLr:) R. TOTA -R, ENO!= A:,-' TO GROUND P PREPARED VFPTH 5HALL BE 4' TO 6" DEEP. IF 50ILS ARE Z it TO a cot COMPACTED DURINIS, C7R_ADlN6 LOOSEN TO A DEPTH OF (2 Z LU 3. L005E ROGI<5, ROOTS AND OTHER 055TRUCTION5 5HALL BE REMOVED \-TYP:CA:. NON -WOVEN G'-'O PA-BRIC FROM THE 5URFACE TO PREVENT INTERFERENCE NITH E5TABLl5HMr:NT V-SHAPED WATERWAY with STONE CENTER DRAIN AND MAINTENANCE OF VE(5ETATION. (SHAPED BY Iv!0TOR PATROL) 4. APPLY LIME ACCORDIN& TO 501L TE5T RECOMI-ENDATION5. 50IL5 NITH pH H1614ER THAN & NEED NOT BE LIMED. IF pH IS NOT KNONN, APPLY LIME ACCORPIN5 TO 5F_EDlN(5!5PEClFlr.ATION5 15EI�Okq. X TC.N-'D 17 APPLY LIMESTONE AND INCORPORATE INTO TOP 4" TO 6" OF SOIL, OF THE P Flom FION 5. APPLY FERTILIZER ACCOPDIN6 TO 501L TE5T RE00MMENDATION5. IF :R^O 1.5 TME�� THE 51de 51 2.11 -11 r;-:;:;l I F' 7 ARGFST C-2AMETER 07 THE NO 501L FORMEP, APPLY FERTILIZER ACCORDINO THE L\ TE5T HA5 BEEN PEF RO^K SIZ7 IN GRAC ATION. TO 5EEVIN& 5PECIFICATION5 BELON. -1 Ac4mwlated T- sediment ROUOHEN 5EEPBEF,> 9JRFAGE PRIOR TO APPLICATION. CvROOVE OR 7 I F_ Neep holes FURRON 5LOPE5 5TEEFER THAN 3; 1, A for &%wel-sitipported ty ,e -T. FOR TE MPORARY 5EEPIN6 OF AREA5 kqHICH NILL NOT 13E BROU6HT TO Fb<ctwoted depth, deNaterin hcrd4av eloth to olloH min 11 -max 2' vRADE FOR MORE THAN 21 CALENDAR DAY5, FOLLON THE SEAL -ICAL -WOVEN CEO zABRIC beloP4 top of Inlet FIRAL C I cnd restric-1; TYr NON 41 02441 TEMPORARY 5EEPIN& 5PEGIFIGATION5 BELON. 0e, TRAPEZOIDAL Flor4 0, 01 001/ F10H 0 7 EXTEND FABRIC 12" EXCAVATED DROP INLET PROTECTION etc��s. !Dv NrT.5. Fall Permanent Seeding ...................................... ................... .......... August 15 November 1 -:RAVEL SEDDIN� Lime.............. ......... ..... .......... ................. .......................................... .. .... ........... ...... ... ....... _ .............. 2 tons/cc -0 �ASR�C 5-10-10 Fertilizer ................................................................................................................. .......... 1000 lbs/oc PARABOLIC -SHAPED WATERWAY with STONE CENTER DRAIN 0-20-0 ................................................................................ ...................... ........... .................................... 500 lbs/oc Unscarified Service Lespedeza ................................... (SHAPED BY BULLDOZER) ......................... ......................... .............. 60 lbs/ac Ky-31 Fescue ....................... ............................. ........ ............................ ......................... ............... 30 lbs/cc NOTES., RyeGrain .......................................................................................................................... ........... ............. 25 lbs/ac *Straw Mulch . ................................ .......................................................................................... ... ........... 2 tons/cc i 1. To be used where excessive storrnwcter velocities prohibit vegetafive linings. 2. Size of stone must be determined by appropriate design procedure. 7- U. of Publir Scryi= - Fall Permanent Seeding - Centipede:.... ........................ September 1 February 28 0"Yof JACKSONVILLE fitLP:1'www."',jL P.O. BOX !28 SCALZ DETAr-ft Lime ...... ....................................... .. ............................................................................................. ................. 2 tons/cc Not To Scak z351-04 Feri RIP -RAP LINED CHANNELS for ilizer (low nitrogen approved for Centipede) ............. (Appropriate fertilizer approved REVISIONDAT-a SREPT4: for Centipede cpplicafion) THE CONVEYANCE of STORMWATER JL,,,, 21M I dr I K RyeGrain . . ............................ . ................. ............ ............ ................... ......... ............ ......... ..... ........... . 90 lbs/QC < Centipede Seed . .......... .............. ..................... ................................ . 15 lbs/ac (overseeded in spring) *Straw Mulch . .................... ... . .. .......... .. ....... . ...... .......... ............................ . .................... ........... 2 fons/ac Winter Temporary Cover ..... ............ ... . . ............ ......... ... ...... . November February 23 13 T_ Lime . ......................... ................. ........ .......... ........... ......... .............. .................. 2 tons/cc PIPE OUTLET TO PIPEovn.ET To FLAT AREA 1 10-10-10 Fertilizer . ....................................... ....... ....... . ........................ ....... ................ .......... . 700 lbs/cc EFINED CHANNEL PeLL-VL -DEFINED C44ANNEL NO PELL Oats ............... ...................................... ..... .......... .. .................................. .. .... ....................... .................. 50 lbs/ac Rye Grain ...................... ........... ... .. . .. ........... ... .... ............................ ....... ............ ................. 20 lbs Baf fl 0 /CC .......................................... ...... ........ ...... .. *Straw Mulch .............. ..... ........... .... ...... 2 fons/ac A A A A Z Spring Permanent Seeding .............................................................................. March 1 April 30 . ...... .. (7 doLime ................................ ................ ... ...... .................................................................................................... 2 tons/ac .... .. .... -10-10 Fertilizer ........................ ... ......................... ........ ............................................................ 1000 lbs/cc 5 Erthen 0-20-0 ........ ............................. ........................... .................................... ............................................. 500 lbs/cc > bankmant Em ......... ... in I eTe�"v §1 . ..... . .. .. . Scarified Sericea Lespedezo ............. .............................................................................................. 50 lbs/cc Z . .. ..... . LU ...... . .... Ky-31 Fescue ...... .................................. .. ...................................................... ........................................ 30 lbs/ac _j . ....... ... . .............................................. ...................................... ... Pion Browntop Millet ...................... 20 lbs U) /cc . ...... Plan . ... ...... *Straw Mulch ................................ .. ................ ........... ......... ........................................ ............ . 2 tons/cc Spring Permanent Seeding - Centipede: ...... .. ............ ........... ............ April 1 July 15 . ...... Lo 0-7 Lime ........................................ ................................................. ...... ............................ ................... ............... 2 tons/cc Fertilizer (low nitrogen approved for Centipede) ............ . (Appropriate fertilizer approved for centipede application) ...... ..... Figure 6.65a Porous bafles in a sediment basin. The flow is distributed evenly across the basin to reduce ..................... ....... ... .......................................................... .......................................... 90 lbs/cc -oil flow rates and turbulence, res t no in greater sedimen't retention. .......... 2 tons/cc *Straw Mulch ..................................... ...................................................................... ............ TER ILTE, ne:�e talled coi ecily in ordier fully pirovide their benefits 5etWon AA Late Spring Permanent Seeding. ........................................ .................... Marck 15 June 30 C 'cillowi-, k-ev po`wi: Refer to F' i.65bnd the I InIct Zone The L-affic =Lerial necds (o be secured a, th- burtom and s�dcs usin- Section AA Lime. . ............. ............................ .................... ............................................................................ .. . ........... . 2 fons/oc ouflct, CIO ....... ... .. -10-10 Fertilizer ................. ... ...... .... ... ............ ......................... ....... ............ ..... .. ...... 1000 lbs/cc 13z; /0 of Surfccc at -cc sLp)cs or by ireqcIting as for sift fence. LU 10 .. ............ PPROV .......... .............. .... ........ . ....... 500 lbs/cc La IS THEE Lli�N16TH OF THE RIP RAP APRON. rcr-dily uccessibe for mintimunce. 'FT CORNER DIMF-NSIONS SHOKN ON THIS PA6E IN UPPER LE Scarified Sericea Lespedeza. ......... . ....... .. ..... .............. .... . ...... ... ....... ... .40 lbs/cc PIFE VIA. CA DETERMINED B' NEVi YORK 00T METHOD. IAe 6FNr�RAL N07ESt RAP -tom OF WATE of Sul -face at -cc 'AGEMENT Crj ISSION .5t Chcmbct- IN ROUNA ENARNONMEN 0-20-0 . .... . ..... .. ... ... ...... ... ..... ...... .. ... .................. Most ofthc accumulaic in Lhc firsi bay, So Lhis hould be Common Bermuda Gross (hulled) ....... ........ .. ... ... ........ . ...... . ....... .. .... .. ...8 lbs/ac *Straw Mulch........ ... .... ....... . . .... ............... . ......... .. .. .. .. ... ..2 tons/cc Support rope Support PCs+ -ION 1. La 15 THE LENSTH OF THE RIP APRO to wire to pre August 3 24"into bol, Summer Temporary Cover ............ ......... ...... .... ............... .... ...... ....... June .30 Stake to support QUALITY t nq vent saggi wire or s�da Lime ................................. ........... ....... ....... ... .... .... ............................................. ... .... .......... ............. ... 2 tons/cc Second Chambar 2. d 15 TIMES THE MAAMUM STONE DIAME I ER BUT NOT LE55 THAN 12". 1 -10-10 Fertilizer . ..... .......................... ............ ...................... ............................................ ...... 700 lbs/CC 2 05% of Surfacc arce 3. IN A NELL-DEFINE�D CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN 0 PJ PRAP THE MAXIMUM TAIlLYiATER DEFTH OR TO THE TOP OF THE Browntop Millet ................... ......... ................................ ............................................... ................ . 40 lbs/oc ELEVATION OF rp" AE30VE BANr,, ViHICHF-VER IS LESS. ............... ... ................................ .................................... 2 tons/cc *Straw Mulch .... ............ Outle'r 4onc ALE: -.00 4. A FILTER BLANKET OR FILTER FABRIC SHOULD 5E IN5TALLED BETV4151514 THF= '15% of sur .. NT5 face area NOTES: RIPRAP AND SOIL FOUNDATION, . . . . . . . 5. OOMPACT ANY REGUiRED FILL To DENSIT OF 5URROUNDIN6 UNDISTURBED 1 Mulch will be doubled if crimping is the' method used. [;1ATE: MATERIAL. 5/20/2005 Coir mesh or similar. stopled or ON V I L Deparrment o; Public Semms http://www.ci.jacks onvOlecus, to bottom ride trenched in P.O. Box 128 TYPICAL COW.,. ro. RIP RAF MAr BE FIELDSTONE OR ROU&H GUARRr TONE AND SHALL BE HARD, FLARED END Jacksonville, N.C. 28541 AN&ULAR, AND VJELL-ORAPED. A SECTION FIROECT: Figure 6,65c Example of using sill. force with lits cut in oanli ilmmaiing of wire f0ty of High PoinL, NC SCAI.Z DETAIL# 1. 60N5TRUr_,T APRON AT ZERO 6RADE. TOP OF IP RAP SHALL BE LEVEL HiTH SEEl"J"ING Not To SmIc 2350.01 Figure 6.65b Cross-section of- a ;orous baffle in a sediment basin. Note tha there is no weir because the water THE RECEIVIN6 CHANNEL OFZSLI&HTLY LOPqER, lows through the baffle material. ISOMEIR110 vieN REVISION DATF_ KMT 4:1 DRAM 5�'r: RDT 5. ALIC7N APRON NITH RECEIVIN6 OHANNEL OR STREAM. ASSURE APRON 15 1, JL June, M SPITECIFICAr"ONS of STRA16HT THROUC7HOUT ITS LENGTH. q. END PilOTH OF APRON TO 5E EOUAL TO HIDTH OF RECEIVIN& CHANNEL. 6.65.2 OUTLET PROTECT101 \4 SHEET t: BAFFLE DETAILS. 1 Bald Cypress 10 CompaCta Holly __.........-. ' 1 Red Maple z--8 Compa£ta Hoilly `-irY� 1 J - __-14 Blue Star Juniper �'�• l ,-----._ 8 Gold Mop Cypress > > ► f----- 2 willow Oak t i•, � ' � ;E -12 Blue Star Juniper 8 Gold Mop Cypress14A ' ^ ; ,41 ;. "�" • w' i1 %; •,,�i' '` '1, f r_•-•- ......_.._...., 10 C�nZ >t�£Lt3 f #flll 'rC11 LINE " , r✓ n _ P Y 2 Willow Oak ,4 "Mai 7_-...1 Crape myrtle - 10 Indian Hawthorn -... u >: '-t 1 i Burning Bush •.-� � •---•,... - �- „ ,.. ~� i .. 3 ` ' '' 1 L i.�• �� � � f � f 1 - • 1 American Hotly 12-1 � j�) T _ w�.:..,:' �" ... � .� ... � .- � �� ,':;;'::7�::•, :. 3 35 Com acta Holly 2 Crape Myrtle -•-- �'� r •.y::� a.,� ..-,2 BED 3` �a DR00tf 12-2 BEDROOM IREA .05 ll \Cb '., , :r';• ,'fI _. •.,,..%,,.... `' ,RETA� :r.., :rR •i `-_ r '�',�..�• T i 1 :.r AWALL 1 Sycamore _... ,.. _:....n. _ t } it .s ! r '•J' 7 s..�— - �" 3 Variegated Privet 1 w. ,•<: f ^+,-• ;:i:.,, j• 1 . 1 r ..� .�,.=«f .ra�„�,.. .rw�+rr w...w.e ..w..e....++wl '# -•Y .,T ii .. •Y�' 17 a f Pe r T! re - „j .% _ni�i r f.•{ i EDi y . 1 f,» 7t...1• w ,'ti'eetha Magnolia_•.... \ 'i - �' r i . i• - 4 ' ;:.� l'4'' J 1 �•.•,� ..arm wrwlli..�. www. wrr.rr +w�lrr. w�o..�•{n STORY t. •i .•v_ r' _ r/ �i r= .:+, . .. ..... ..._ .. ! .. �,.. ,.,:, � ;• i• r !• �•..: ,.,,,,.� \ �• LJ ,n T�v►•� �• .• c^, ••/ �rji .. '. Je` ..•. -;,' •,:.;.•. r•; ;+ r, 1 oy^r �i`a ./" M1 VQj'•/j rn • t etbay Magnolia 4 t - s �,..�.�.�. 32 Dwarf Bu€ord H ..�.i I ; . �' �. f- ��:� � _ ti� �Q��� � 5. ' oltY 1 Indian Hawthorn • .. M, 12-2 BEI7 . 5 Eleagnus r ' •� ,,:.1:. { r b-1�I 3 BEDROOM OOM 1 American Holly __ YrM 12 Indian V ..� S•••,?'•, ,:, .wn:,•, • *,• :.....:,..,.. a''` 1E ..k.:_:; . �';'; ;rri -#awth vrn ^+'. , •'°" - S !Dwarf Burford Hoy 1/ ._..� ea Green _ s Juniper -� e. i 5 liar. L�r6o e , \,•.',' •'1 Y v• i' V ..yr. • ., ' \. ! ,•' J � � •w i'. u.. •t .., ;_•e. ._.w.yye.etleCCliirr 4- .r .�.. Loropeta CA lum .� i River • -. •.� � ..,:, �• \,' . . � Rev � k•.. er Birch R �' �' 24 Blue S .,�. �.M.• .».._-.,,,...µ-,:.... . f Nellie Sevens Holly�'" tar Juniper $ ENC A'�' POND :....... , 3 Bald Cypress iris:•!'.. sn.••'''�� .` .-�; - ..... ...... .... ♦ „S. - -- / : .'�•a,.,,. .1. ... Irri '. 1 Red Ma I . f 2 Bald Cypress z Ok 1 Sweetbay Magnolia +- _ " . •.. ..-.. .. �,• f'" 2 River Birchy;000= r 1y I •' �- .'7 ,C:rS.• e i } !1 1�..•,`l ••lt: 1 \ c .f� s , • • ^ - i :'•F 1�• . .. FENCE /f ``S`�Ai,"..,�.,,V '`�,,• ATOItiO :;.... -, ,.' • • -- 38 Dwarf Burford Holly f • Q a' t`'' , s •'aY �K t .. .� : s' �••. s • ~•1- • R { ! ` • �♦ N/F m ilk Cam. T�R # �t �-�... .,,•.� .. ,, :,. .,� `S,r' `; -��''" __ 3 t� __- ..1.-_ �r :.�. 3 Curl ' :.. 1 bVee i '� cf I-lol[ -�- 8 t n d � raa�-i Hawthorn o r u ! h• .---...:::.:. - -17 Se P ng willow �• . ; YP Y n kCJ Q 2 E -"",� `.. ..,-,,,, ,.�, a G �.� *�: �` 2 $t3 I d Cypress - E-r ��"`'" -�-..� 9 Sweetb n Juniper `�, R . • Dwarf Yaupon Holly - - - j , > n � � 3S E �,�,��--�-�.._._ ..______ ay Magnolia,`: ' '': 1 �weetbay Magnolia VA G A TVol ZONED 5— _ --- u t • .. -4, 2 River Birch Shumard Oak �- '� .� 1 Southern Magnolia 40, doomINFORMATIQ 24 Carissa Holly f 1 'I �• �, 3� `yj Y./Y Yr'1/ • �t V � I � / `�K J• i,� i � �r l '!� Oar/► �tI }p.�, .ram q( 1 }}��rMy#'���JJ�; 7=: 09. /�."` Y460 PS jl i Vi jTAX MsK'M-i O rat���-" . p �,. 4 w'i r•./ 1, ,. PIAIT LANDSCA SUMMA _ PROPOSM : GU-TGA 2 3 acres TOTAL AREA:., , 12 Gold -111 u� .Ar gypCypress Juniper yMg sp re s s ff IMPERVIOU S AREA ....'1tl Btu ILII`�GS: U. 3 acres --- ,�'► !_ `S` � 12 Dwarf'Yaupvr: holly =.r .- ,,•-,- `�. - 3 Live 0 k ' IMPERVIOUS AREA `VtT/�? BUILDINGS: 6.59 acres/287,060 s£ � � � � .....,.; � �� � ;.-;.,, .- � - o - 7, , I 12 Dwarf Yaupon Holly f LANDSCAPE REQI:.�IRED: (12 /o - 34,447 sf`` Y•r,R-~t'" ,,,,�, ,,•,•a LANDSCAPE REQUIRED IN VA.A: 17,224 sf ..,.,.. • _ ` �' , 3�# Larissa Holly .•_� - r... ' -AJO TOTAL IMPERVIOUS SURFACE RATIO' .41 k •"•� i 3''Ct Cr.ar•-ri-s-�s- a Holly ISIMMODERATE ��,59 ACREs= 2�7,0�0 �} REQUIRED LARGE - _ •� \ N: TREES: 57 (shown 65) 1!5,,� � � �� '- I t .:ram _ + � Yr,*•'•• /• �Y • • ! REQUIRED LARGE SHRUBS: 115 (shown: 157,90% evergreen)� 1 � � � -' �� � l --' .< -9 Indian Hawthorn . � REQUIRED SMALL SHRUBS:172 shown: 205, 9�}% evergreen) 4 .,.�. �� ��' .,•-�- - • � _. ,��:�' .,, '18 Blue Star .Iuniper./ - I frnpeM1inu� 5„Hiue ' f.a:.cc.krid,uw•I l'rccc ! 3.u.,c�ivuhc ",•. � ! .;,+.�• . - . •. � !I { i Sn:ill �hub5' >:c:;,nr.S I ` • � � ' 41�� J rigvt,n, I is? I � RreillRYi xT Cvm' 1lxxr ` uatui:t,1'iK C,'lT;' t4 )acr C,'lry I U1:r vG.P1, � •• �..; iI Yr•.4 if•.•i!R!r•n:cif-�iw, ; tr._> i1.k ..s..t « •'�\ � •. EXCEPTIONS & DEDUCTIONS: ] ` 1,--3apar;e5e riaple Cn , �... >~----- .100 48 Pink uhly Grasse: 4 .. •Sy 1• } � STORM: WATER POND IS INCORPORATED 'Vtr1 THE `�..-... --'- .---...-r--•. Red Maple LANDSCAPE ELEMENTS 9 STREET TREES at 1/30' OF STREET 1 Shumard Oak d�• � � ti �' ` �; ,�.:•.,` r '��. �-� EVERGREEN SHRUBS SCREEN VAA AREAS FROM STREET R/Ws yt •tt-. • .`':!+I,;eicys!?:.. ;,r.•rrati•.y� •r .. _ 1 J . �\�, % � � f � '� - }'.i ; V�/�` PIN 9 in than H a W t o rn ''_`_'— ,• r ,f �/ -� ,1' `mR �\ �� I:5 SF/UNIT (40 (I BDRM) X 15)= 135 5PACE5 J � Byte Star �uniRer � � _ � i- 3 Red Maple f 2.0 SP/UT�tIT (I?4 (2 8 3 BDRN) X 2.0)= 348 WAGES ; ��-�-�--....., F.< P E -� � ��f ...,.r,.., f > . 'Q 3 Shumard Oak TOTAL, PARKIN6 R�JIRED: 453 SPACES ; �" � 1' V1t �--.. - - Red Maple 20% PARKING REOXTION � CITY ORDINANCE, 1 f f��`'' 3 P Tao d toot a,N to be 2 i ► �: �•,, j ICu7•fts abo-e 91 graft � SECTION ON f O2, PART 8, 1�4T�4. � � � ` �• , � 1 � \� onfmpPfWYAb&O. CPO �• q1 5PACE REDUCTION = 556 REQUIRED � / -----•�,�-.._. �, � � � � � r wkn 3 m 4 ft,CAC axu r"OT Pule" r* o� icoat !a*c + xernmr tr•eu aw: WrAL PARKM FROVUXV3�••� PA 1186 W-tvand of n1a%m W V ��V,.V s Vt / y./1:�d r MF•:'+• •aPgy, ;pp,Ywyp,lf Fr j • t: r "we Oe'9cd han: too 32 WC, 5PAGE-5 `-' � • `'��, �' `'��,, �` ` •� ' T • • ,� ' , _ �: -. - : � ... _:. Z GAIRR, SPACES �- - �. r c . �► { 't ;• ,��� - .ter � .Z .. •- t A-•-3 Sycamore 561 SP 1/30ilf . TREES D COMPACT SPACES ,.e � � „f % i REEJ 4 Zelko//'�va}'--•- \3, 12 LARGE DECIDUOUS '+ h�7•t"4zVicwdhd.,_ _ .. 4 Live Oak c 4b3O r the fax toll ' • J NOTES. i, ALL TREES ARE TO BE NURSERY GROWN AND LOCALLY ADAPTED, BAt,i AND 8U3t(,AP (B6$) � D��� 2..��- 11 PREFERP60. MINIMUM TREE S1zE ►5 2- CALIPER , :A� . REiHQVE ALL TREATED OR PLASTrC.GQ�eT'� ,D BURLAP, SirSF' RPffYG, WIRE OR TWINE FP,QiIt 320�/�� ti RCJClCONTA 1 f 30 LF = 5 ,F t" �F�����`,M" • 3. FOR CONTAINER GROWN TREES, C�tREF(1iLY REM4Yf: THE PLANT FRC3fit THE CONTAINER D OR WATER TREEANU CUT AFT -ER PLANTING, fG, FO MULCH, 12 LARGE DECIDUOUS TREES a. WATER TREE AFTER PL.RNTfNC7- FOR O�ULCN, USE PINE NEEDLES OR Sl;ASOlVED MULCH AND USE NO )WORE THAN 3 TO 4 INCHES DEEP. ♦ NORTH CEAROLINA, ONE -CALL rREC WRAP rS OPTIONAL. CALL BEFORE T Oul DIG f,., t "IT'S THE LAW, F.5 q � STAKING IS OPTIONAL. RUBS EA, HOSE RNt3 RAPE OR WIRE FOR STAKING !S hfdT ryry �i►y�y0 RECOMMENDED. 3/<-NYLiJN $TRAP OR TRi"E 8?ACE STRAP fa PREFERRED. STAICf1YG 1-800-832-4o4Q \ f � ("� SxOULA BE REMOVED APTER ONE GROWING SEASO w <•� Y C � i i r 0 4 2UV ........ .......ZONED E3- I tI-- OEM THIS DRAWING IS THE PROPERTY OF DES GNATURE AND IS NOT TO BE REPRODUCED IN PART OR WHOLE WITHOUT EXPRESSED WRITTEN PERMISSION M1 a <X r lr • a r O, ASLA i JACKSONVILLI�, NORTH CAR.OLINA BLUE RIDGE COMPANIES 5826 Samet Drive, Suite #105 High Point, NC 27265 (336) 889-1500 DLUE. r%lr* `�GE .: C - 0 .'M P A ..:N • #:' 'E 5 SITE LAN1_"'1S(`_A PE PIA1 • DATE .� PROJECT NO. SCALE: DRAWN BY: REVISION: evdu( f PLI&4f5 J16T O.ddA N� d do i 4. .4.. 14- "ASE !'PH NN.. t V. n W di % j. k k, A %r L '00 o A 0__ rs�; fV X!, Y IP 4 zq., Z r� s ;7 .N J-0 ft. !rz Irv, 00000' V 'i� '7 4:94 AV 'ook NY T. o Ai Or •�: 'Y7,.,. •T � �•� �Y..r_. :.. _t."•.h•+•�l,w. ~ 't,p�;r M%v�wlr�e;•�:�i-�A►a�n•rt 7rr• '"�:�• __.•� t � J' ,I" �•i .."!" • � � 6 Z4-1- lot.. try 3 Zelkova S FT E F Dwarf Yaupon Holly . . . . . . NTS 7 COmpacta Holly H A S E Vol C�ap e MYrtle Red Maple RUN* 7 Nellie Stevens Holl 21 y 76 Willow Oak ®µ _ � � ��/7r��J 7 C7 # A:) -T 2 Red Maple 'O"Oe ti 8 Carissa Holly 000101\ J. 2-2 12 -1 BE'E) 4L A. Z 24 UNITS 10 9 Blue Star juniper Viburnum 713urning 7 Indian Hawthorn n - Bush - 2 Syca re ;V ­2 Zelkova *41� oo� I Shumard Oak I r/ 3 Zelkova 7 Nellie Stevens Holly 2 Red Maple 6r 't &r Ae Ao, It 10000, .4- /_Q N. 000 N CO 0'. Ire, 40 4 Willow Oak 9 Indian Hawthorn 3 Gold Mop Cypress 4 2 Crape Myrtle 3 Shumard Oak V Z M I* Uwart Yaupon Holly 10 Compacta Holly VOLLEYBALL G O-URT 2 Willow Oak FOR LANDSCAPE IN THIS AREA SEE 7 Indian Hawthorn L-3: CLUBHOUSE LANDSCAPE PLAN 2.4 UNI'T5 6EDF10 b-5 13FDF,00M 20 Abelia Abelia grandiflora 'Francis Mason' 3 gal. 2 American Holly Ilex opaca'Greenleaf(or sim.) 4'- S'hgt., V cal. 9 Bald Cypress Taxodium. distichurn 2'-2 1/2" cal., 8'-10'hgt. 100 Blue Star juniper Juniperrus squamata'Blue Star' 3 gal. 18 Buxning, Bush Euonymus alatus compacts 3 gal. 106 Carissa Holly Ilex cornuta'Carissa' 3 al. 88 Compacta Holly Illexcrenata'Compacta' 18"-24" hgt. 9 Crape Myrtle Lagerstroemia indica ( 2 different varieties) 6'- 8* hgt., 11/2% 2" cal., multi -stem 3 - Curlyleaf Lietrurn Ligustrurn japorucurn conaceum V"-36` hgt. 125 Dwarf Burford Holly flex cornu ta 'Burfordi Nana' 18".24" hgt. 109 Dwarf Yaupon Ilex vomitoria nana 15-.18" hgt. 20 Eleagnus (variegated) Eleagnus x ebbengei'Eleador' ;3 gal. 37 Gold Mop Cypress Chamaecyparis Eisifera fil. 'Gold Mm' 15"-18" hgt 92 Indian Hawthorn Rhaphiolepis indica'Clara' (or sim.) al. 3 Japanese Maple Acer palrnafum.Blo�good' 5'-6'hgt., similar shape 9 Live Oak Quercus virginiana 8'-10'hgt., 2"-2 1/2' cal. 39 Loropetalum Loropetalurn chinensis 'Burgundy' 3 gal, 18"-24" hgf. 20 Nellie Stevens Holly Ilex x'Nellie R. Stevens' 5'-6* hgt. 48 Pink Muhly Grass 'Muhlenberaia capillaris 19 Red Maple Acer rubrum 'Red Sunset' (or sim.) 8'-10'hgt., 2"-2 V2- cal. 5 River Birch Betula ni-ra'Heritage' 8'-10' hgt., 2"-2 VT cal., multi -stem 24 Sea Green Juniper Juniperus chinensis'Sea Green' 3 gal. 10 Shumard Oak Quercus shumardii V-10' hgt., 2"-2V2" cal. I Southern Magnolia Magnolia grandiflora *D.D. Blanchard' (or sim.) T-8, hgt. 14 Sweetbay Magnolia Magnolia virginiana 5'-6'hgt, multi -stern, Y-1 1/2" cal. 7 Sycamore Plantanus occidentalis 8'-10'hgt., 2"-2 112- cal. 15 Variegated Liriope Liriope muscari variegata I gal. 3 Variegated Privet Ligustrum sinense'Variegatum' 3 gal. 10 Viburnum Viburnum tinus'Spring Bouquet' 3 gal. 1- Weeping Willow Salix babylonica 6' - 8' hgt., 1% 11/2- cal. 14 Willow Oak lQuercus phellos 8*-10' hgt, 2"-2 1/2" cal. 13 Zelkova IZelkova serrata s,-io, hgt., 2"-21/2" cad. Mulch: 3%4" Pine needles Lt� 1ATCH LINE FUNDAL SCOTT ROMIE, ASL,.- The at CCZYOlZ72Q jAk._N,-)U1N V ILLt, NORTH CAROLINA y7� BLUE RIDGE COMPANIES 5826 Samet Drive , Suite 4105 (336) 889-1500 PROJECT NO, SCALE: DRAWN BY: REVISION -