HomeMy WebLinkAboutNCC231230_Site Plan or Location Map_20230426 CONSTRUCTION DRAWINGS FOR i
INDEX OF SHEETS i'n,
l'�Sheet Title Sheet Number
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KNIGHTDALE STATION ,,,Cr,",Q A'",p,r,e",C x
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R7 UTILITY IN J.11 3.1
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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
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, I ," � �J� _ _- --- UTILITY DCTAILO
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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**\§' °°