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Home My WebLink AboutNCC231230_Site Plan or Location Map_20230426 CONSTRUCTION DRAWINGS FOR i INDEX OF SHEETS i'n, l'�Sheet Title Sheet Number COVER 0.0 0 z KNIGHTDALE STATION ,,,Cr,",Q A'",p,r,e",C x 0 z 2a CIT,rI""I 0�3 clT�RAN a� H-z ^"„C"L..-r"A"^,,,",C°C,C",A C,'Y"", 23 A'„C^A,, yr„.T,.",". 7A R7 UTILITY IN J.11 3.1 L'TIIITV RAN2.2 SITE DATA TABLE CTno114DonlnDI A m conn nonlnIAnDlnr_�of AN! A o S E C T I O N S A, B & C) o'onw'oro.INA00 0'IAnTO '.0 KNIGHTDALE PROJECT No. S-2-16 ..nAp,",C,�", OWNER KNIGHTDALE INVESTORS, LLC. PARCEL PIN No. 1764065984 ..^Ap,",C^,A. ,r EXISTING ZONING GR8 PROPOSED ZONING 256 KNIGHTDALE WAKE COUNTY NORTH CA R O L I N A EROSIONOVERALL CONTROL CONTROLLLLAA PLAN 50 PROPOSED USE SINGLE FAMILY TOTAL PHASE AREA 25.0 AC RECREATIONAL OPEN SPACE (PASSIVRECREATIONAL OPEN SPACE E) 0 N/A0 AC r I EROSION CONTROL PLAN 5.2 TOTAL OPEN SPACE 3.48 AC J A N U A RY 18, 2022 EROSION CONTROL PLAN 5.3 MAXIMUM DENSITY ALLOWED (UNITS/ACRE) N/A PROPOSED DENSITY (UNITS/ACRE) 3.9 "",p n "",�n,AMn n0�„ C, TOTAL NUMBER OF LOTS ALLOWED N/A ^„", ",C, TOTAL NUMBER OF LOTS PROVIDED 97 "",Cr„C""r,"",C",A",A",p""e^„C C 9 TOTAL LINEAR FEET IN STREETS (PUBLIC) 4,919 LF TOTAL LINEAR FEET OF CURB & GUTTER 3O" 9,458 LF �- ..nn „I,/ n n„"TII" MI,/ ,AM nn., n ^^ TOTAL LINEAR FEET OF CURB & GUTTER 18" 1,441 LF -__ _III yi - i r -. TOTAL LINEAR FEET OF SIDEWALK 9,223 LF t`-\ _ 11 i B^SrAI°"""'9`1"'C'LP"""B^^Q 'LC C'f.""-`X'.A9 r9"7�+SA.A9 C' LINEAR FEET IN WATERLINES 6 IN) 187 LF ' ' ° I - LINEAR FEET IN WATERLINES 8 IN) 4,235 LF �J 1 `� --L ' , B"CTAI"'""'B`1'"C^Lf N 1"B""Q"LE C'f."'6A.AA'A)2' AAA C C LINEAR FEET IN WATERLINES '12 IN) 800 LF I H.rrv°AE �1 TOTAL LINEAR FEET IN WATERLINES 5,222 LF 1 / _-'evo°s �1 CDIOOIIf1f.IL LFMIC PiAll f.110 fV10FILC GC TOTAL LINEAR FEET IN STORM DRAINAGE 5,778 LF ,''�I,� I TOTAL LINEAR FEET IN SEWER LINES (8 IN) 4,888 LF I (z \ 1 µN`o ` MOUIIT OD\'i.L I`Lf.CC PLAIT f.11D"101-ILE C.7 PROJECTED WATER USAGE (GPD) 24,250(250 GPD/UNIT) FUTURE 3N / FUTURE �_i-' WAVC"L 'fLCC'" 6^-^_A 'Q'PROJECTED SEWER USAGE (GPD) 24,250 (250 GPD/UNIT) MU-4 '‹ MU-5 PUMP C 9klr"fLL/^L "f"IB^1 ^LCLOTS 259-355 -- 1I ,\\\ \ STATION MINIMUM LOT WIDTH REQUIRED N/A ---- i / ��._F, �/\._ -1- _�1j2/' //, n.,"nI",","nnT" ^ °' LOT WIDTH (TYP.) 50 LF & 60 LF --___ �` y/,y ✓/ 'er (-'�`A � �� ^T.,n""nnA"A..n nnT"„^ ^ MINIMUM LOT AREA PROVIDED 5,504 SF ''�� %' \�\=�/mot-��l MEDIAN LOT AREA PROVIDED 6,496 SF I ('� AVERAGE LOT AREA PROVIDED 6,744 SF I FUTURE ;%' -�� 0,i EROSION CONTROL DETAILS 8.3 ' �Y RS , I ," � �J� _ _- --- UTILITY DCTAILO /� -- �f - 1 ` f` > z- �,.., ^_ / / I-- ^"I"ICo VITII IT"""T"II Y LOT SETBACKS ; / _ ==-'- ,/ "1_��'�� II FUTURE I I NCDEO NC001 DETAILS 8.6 FRONT YARD 10 FT ) REAR YARD 25 FT / �r- �I \\ R7 LA'IDOO/\CfLAII LL0 SIDE YARD 20% OF LOT WIDTH ((AGGREGATE) FUTURE' i � ,, -5 FT MIN. SETBACK PER SIDE - --- 11 )® i FUTURE I \ Li"'B^C""C BC'""C WIDTH 60' OR GREATER) MU-3 FUTRUURE _iij„,/, \,A, PROPOSED vv -(3 FT MIN. SETBACK P SIDE / // �..r� """"®" TINR7 _ \1 WIDTH LESS THAN 60') _ �� / �� ■ \ *PER SECTION R.NCIPA),ACCESSORY OR OTHER SHALL BE A DING. II / /-- �% .� "�, = "' '. OF 5'FROM ANY PRINCIPAL BUILDING OR OTHER ACCESSORY BUILDING. 1---- , y/� 1 � _ PER UDO SECTION 4.6(C)(1)(),ACCESSORY BUILDINGS SHALL NOT EXCEED 800 SF; I r-'�v y�LOTS'RERLY COVER AND SIDEMYORE THAN 20%OF ARDS; IINDIVDUALLY THE ED LTHE HEIGHD AOF THEF THE � ,/ \\ N■ �,�r. min i -- PRINCIPAL BUILDING. ,,,' ./ ,' �� v��\ ) - ** , EROSION CONTROL,STORMWATER �� AND FLOODPLAIN MANAGEMENT fUTI RE - \ .� /� �� 11�,,, �\ I\`"" �1',G // Yo Mu = �, '�' ` __ ��:�� _IU APPROVED • i / r _kk ,,�� , EROSION CONTROL ❑ S- °J f' air lliiN III ��11' FUTURE I, I STORMWATER MGMT.❑ S- I ` �~ MU-1 \ - AROLINIAN AVE R8 i ',,��1 , _ af' 1\ ; FLOOD STUDY ❑S- �� I --� --I �� --� h_ ATTENTION CONTRACTORS DATE wp.,��i.„ /� :-r- THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OF WATER Y I �� j_ --- j 1 1 j -I AND SEWER,AS APPROVED IN THESE PLANS,IS RESPONSIBLE FOR CONTACTING == __ I '- \\- I THE PUBLIC UTILITIES DEPARTMENT AT 1919)996-4540 AT I FAST 24 HOURSkS __ PRIOR TO BEGINNING ANY CONSTRUCTION. ENVIRONMENTAL CONSULTANT SIGNATURE INFRASTRUCTURE DATA 7 ,... "\ � e. ' FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF BEGINNING\ - I'�\- CONSTRUCTION WILL RESULT IN THE ISSUANCE OF MONETARY FINES AND TOWN CERTIFICATION.THIS DESIGN HAS BEEN REVIEWED BY THE ' \� -� I I II REQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOT INSPECTED ENGINEER FOR THE TOWN OF KNIGHTDALE,AND TO THE BEST OF a _- --I AS A RESULT OF THIS NOTIFICATION FAILURE MY KNOWLEDGE AND BELIEF,IT CONFORMS TO THE REQUIREMENTS ___ I j �\ ESTABLISHED IN THE STANDARD SPECIFICATIONS OF THE TOWN OF SECTIONS AREA UNITS STREETS 30" CURB &18" CURB & SIDEWALK 8" WATER 12" WATER STORM 8" SEWER SEWER FLOW _ ;J `t---�- FAILURE TO CALL FOR INSPECnoN,INSTALL A DOWNSTREAM PLUG,HAVE KNIGHTDALE. [AC] ELF] GUTTER[LF] GUTTER[LF] ELF] MAIN ELF] MAIN ELF] DRAINAGE ELF] MAIN ELF] [GPO] I ____ 1 I-- r-- PERMITTED PLANS ON THE JOB SITE,OR ANY OTHER VIOLATION OF Cm OF RALEIGH BY: DATE: I- , I \ _ STANDARDS WILL RESULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE WORK DEVELOPMENT SERVICES ENGINEER 0 1 I _ I I �I IN THE CITY OF RALEIGH. SECTION A 8.5 22 1,944 3,750 1,441 3,651 1,208 800 2,510 3,155 5,500 I(- -J THESE PLANS ARE APPROVED BY THE TOWN OF KNIGHTDALE AND SERVE AS CONSTRUCTION PLANS FOR THIS PROJECT. 2` 1 I I -_I. 1 I I I BY: DATE: SECTION B 9.6 45 1,797 3,433 - 3,365 1,841 - 2,622 1,190 11,250 \ 1�__L� - ADMINISTRATOR 13, SECTION C 6.9 30 1,178 2,275 - 2,207 1,186 - 646 543 7,500 \.� ' r__-__�f�---- TOWN APPROVED STANDARDS SHALL CONTROL.IN THE EVENT OF A CONFLICT OR INCONSISTENCY BETWEEN THESE VICINITY MAP 111-500' CONSTRUCTION DRAWINGS AND THE TOWN OF KNIGHTOALE'S TOTAL 25.0 97 4,919 9,458 1,441 9,223 4,235 800 5,778 4,888 24,250 APPROVED STANDARDS FOR THIS PROJECT,THE APPROVED STANDARDS SHALL CONTROL.TOWN OF KNIGHTDALE APPROVED STANDARDS SHALL MEAN ALL DEVELOPMENT DOCUMENTS NECESSARY FOR APPROVAL FOR THE PROPERTY INCLUDING,BUT NOT LIMITED TO,ANY SPECIAL USE PERMIT,SUBDIVISION PLAN, SITE PLAN,SUBDIVISION(S),PHASING SCHEDULE, DEVELOPMENT AGREEMENT,UTILITY ALLOCATION AGREEMENT 1 ANNEXATION AGREEMENT,THE TOWN OF KNIGHTDALE DEVELOPER/OWNER PREPARED BY: STANDARD SPECIFICATION AND DETAILS MANUAL AND APPLICABLE PROVISIONS OF THE NORTH CAROLINA STATE BUILDING CODE. PROFESSIONAL DESIGN ENGINEER CERTIFICATION.THESE IMPROVEMENTS DFC KNIGHTDALE STATION LLC DRA1M CBES CONSTRUCTEDHIN ACCORDANCE WITH THE FOLLOWING SHALL BE AND WITH THE STANDARD SPECIFICATIONSTHEOF THE TOWN OF 1/ KNIGHTDALE.I,COLT EEN F.DIIRFA PH CERTIFY THAT THE OROUGHD 14701 PHILIPS HWY SPECIFICATIONS OF THE TOWN OF KNIGHTDALE HAVE BEEN THOROUGHLY W i t h e rs R a v e n e l CHECKED AND FOUND TO BE APPLICABLE Y THE WN O KTONIGHTDALE THIS PROJECT.ALL EXCEPTIONS TO THE APPLICABLE TOWN STANDARDS HAVE BEEN SAID SUITE 300 EXCEPTIONS ARE SLY RSHOWN OVED B ON SHEET(S)OF KNIGHTDALE OFANDTHESE JACKSONVILLE, FL 32256 %/ DRAWNGS. p0 1;°:a° °° Engineers Planners Surveyors °°°,�NOAoRo°° m e°=pe�FESS/p ,,y°=° ATTN:JUSTIN HEATON 115 MacKenan Drive I Cary,NC 27511 I t:919.469.3340 I license#:F-1479 I www.withersravenel.com 0 aeta a ,ra. _°� SEAL�' TELEPHONE:(732)644-0555 BY' CE R„oo=5 PE 049345 L/i9/2022 '''''NZ**** pFNGINEE�^<�� DATE: ''''NFL E Q 1**\§' °°