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Home My WebLink AboutNCC231228_Site Plan or Location Map_20230426 CONSTRUCTION DRAWINGS FOR 2 6 g OJN Va p0 KNIGHTDALE STATION l7 V zZw 8,p 03 R8 INDEX OF SHEETS Sheet Number Sheet Title 1.0 OVERALL EXISTING CONDITIONS 1.1 EXISTING CONDITIONS 2.0 OVERALL SUBDIVISION PLAN KNIGHTDALE, WAKE COUNTY, NORTH CAROLINA 3.23.1 SITE PLA PAVEMENT MARKINGS&N310NAOE PLAN SITE DATA TABLE - PHASE R8 4.1 UTILITY PLAN JANUARY 18, 2022 5.1 STORM DRAINAGE-PLAN KNIGHTDALE PROJECT No. S-3-13-R8 5.2 STORM DRAINAGE SCI IEDULES OWNER KNIGHTDALE INVESTORS, LLC. PARCEL PIN No. 1764065984 5.3 GRADING PLAN EXISTING ZONING GR8 PROPOSED ZONING GR8 ;; 6.1 PRE-EROSION CONTROL PLAN PROPOSED USE SINGLE FAMILY I TOTAL PHASE AREA 1 6.37 AC I `" 6.2 POST EROSION CONTROL PLAN RECREATIONAL OPEN SPACE (ACTIVE) 0.00 AC I RECREATIONAL OPEN SPACE (PASSIVE) 0.92 AC II ---------_ 1 7.1 NAUGATUCK DRIVE PLAN AND PROFILE TOTAL OPEN SPACE 0.92 AC --- I - Vic% _--- , MAXIMUM DENSITY ALLOWED (UNITS/ACRE) 12 ^- I !7'%'':'""'"T -"q'--.: _ p �,- ? 7.2 LOCOMOTIVE RUN PLAN AND PROFILE PROPOSED DENSITY (UNITS/ACRE) 2.38 I I i� TOTAL NUMBER OF LOTS ALLOWED N/A I'1-__, It av+J"��i--- -'%' I ' ` TOTAL NUMBER OF LOTS PROVIDED 39 I ewo°s I L' I 7.3 FLAT CAR LANE&SANITARY SEWER OUTFALL M PLAN AND PROFILE TOTAL LINEAR FEET IN STREETS (PUBLIC) 2,217 LF ` I � o /% ,\ i'1_ TOTAL LINEAR FEET OF CURB & GUTTER (30") 4,338 LF I aN :.!: 6.0 GCM 11 PLAN&DETAILS TOTAL LINEAR FEET OF SIDEWALK 4,223 LF \ '� ILINEAR FEET IN WATERLINES (6 IN) 107 LF I I ' FUTURE I • 0.1 SCM DETAILS LINEAR FEET IN WATERLINES (8 IN) 2,295 LFMU-5LINEAR FEET IN WATERLINES (12 IN) 0 LF I � , .. 9.1 ROADWAY DETAILS TOTAL LINEAR FEET IN STORM DRAINAGE 2,603 LF \`., TOTAL LINEAR FEET IN SEWER LINES (8 IN) 2,235 LF s\ %., '7�"� i PUMP -� 9.2 STORM DRAINAGE DETAILS PROJECTED WATER USAGE (GPD) 9,750 I;I I >:,%' � (25o GPD/UNIT) i II ��\ �;;'' - `,•i, I>\11 ` ,,,,ii.•STATION % g,3 EROSION CONTROL DETAILS PROJECTED SEWER USAGE (GPD) 9,750 I ' - \\��♦-- // // • (250 GPD/UNIT) `�-_--1___ I �\ \ �� A__- / w\= 11 (' /. _ /, o Q /l-i(;7 ,• _ 9.1 WATER UTILITY DETAILS CD �"`'`' " � /� •i 9.5 SEWER UTILITY DETAILS LOTS 573-611 I I e s c?f9 t7/�`,','�f::. ��/ +� - / 9.6NCDEQ NCG01 DETAIL MINIMUM LOT WIDTH REQUIRED 60 LF --'I ' ''�'.`5" `` i ® --,..-:-`��--., ,,,, ,,%='_____"" -�./ - 4----- LOT WIDTH (TYP.) 60 LF �'- `. rf J_o _ S/ ' _tom. �.._-%/- - I L1.0 LANDSCAPE PLAN /� MINIMUM LOT AREA PROVIDED 7,198 SF 1 ,,,' f~ �\ �/ -s r-i l'j % A' ;___J Aso- MEDIAN LOT AREA PROVIDED 7,892 SF '' ��;;' of� f��` '. FUTURE i L1.1 LANDSCAPE DETAILS AVERAGE LOT AREA PROVIDED 8,376 SF NFUlURE 4;'/- _, l �� 11 e�,t{�,�� R7N MU-3 �� 1�� I 1�� -- �i�'I�R6D LOT SETBACKS ' ''�� =C ��l�� /,`-' ;1) : \ f'' I �� ' WI x� EROSION CONTROL STORMWATER FRONT YARD 10 FT 1 j �� 1 REAR YARD 25 FT R4 11111 _ ` ` ii, / �`�'� / / ��r 11111111111�1 1111 AND FLOODPLAIN MANAGEMENT SIDE YARD 20% OF LOT WIDTH (AGGREGATE) 1 '. ,' -5 FT MIN. SETBACK PER SIDEi ♦ .,' (WIDTH 60' OR GREATER) .`�,%�� ♦\ / ♦ �/'' �//I �"A1 111 ..■ Ill )‘_, ' APPROVED 3 FT MIN. SETBACK PER SIDE s '/,:-, \� v <�\ _SiI (WIDTH LESS THAN 60') �� \ �\� ' I�1,�.`I \ „'� REAR SETBACK FROM LANE/ALLEY 15 FT FROM CENTERLINE /�� ,� /� ) �\71`....- , ,�1 """ '' I7�- Cl/ , EROSION CONTROL ❑ .- ACCESSORY STRUCTURE SIDE/REAR SETBACK 5 FT FU`fURE ♦ //MU 2 ✓� ♦ ��H� �� / i -J�. �' ,7 �„ a � �♦�� ,�j\r1i ,� /�, STORMWATER MGMT.❑ S- .PER UDO SECTION 4.6(C)(3),ACCESSORY BUILDINGS SHALL BE A MINIMUM ll 6® S� 'Pil•S*. �v)4 lig / ,,,'•\;,,,,,'' 1- � -_$' FLOOD STUDY❑S- OF 5'FROM ANY PRINCIPAL BUILDING OR OTHER ACCESSORY BUILDING. '^\ �iE��/J`Vss, � i u {//_/ ,11 **PER UDO SECTION 4.6(C),ACCESSORY BUILDINGS SHALL NOT EXCEED 800 SF; - j ``3C /' it Mill „ ' ,, 01 Fg'-- �/ --, DATE COLLECTIVELY COVER MORE THAN 20%OF THE TOTAL COMBINED AREA OF THE ' // /' j , I LOTS'REAR AND SIDE YARDS; INDIVIDUALLY EXCEED THE HEIGHT OF THE ♦ / i �/ PRINCIPAL BUILDING. �- II �` MU 1 • I"' --- III ",,,'', ,, R8 / / /-/ ***DRIVEWAY LENGTH FROM GARAGE TO EDGE OF ASPHALT SHALL BE A I SRO Nxdr / 1 ATTENTION CONTRACTORSgl MINIMUM OF 20'ALONG ALLEYS. �' r / �l//I I ' -"/ \\\J� ENVIRONMENTAL CONSULTANT SIGNATURE L-J \� ,,,' - / THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OF WATER ___ / 1 AND SEWER,AS APPROVED IN THESE PLANS,IS RESPONSIBLE FOR CONTACTING 1�� / 1 1 THE PUBLIC()PUBES DEPARTMENT AT 1919)996-4540 AT I FAST 24 HOURS �/��, / , y` ' �_ PRIOR TO BEGINNING ANY CONSTRUCTION. TOWN CERTIFICATION.THIS DESIGN HAS BEEN REVIEWED BY THE ENGINEER FOR THE TOWN OF KNIGHTDALE,AND TO THE BEST OF 1 J IN I "- ✓ I FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF BEGINNING MY KNOWLEDGE AND BELIEF,IT CONFORMS TO THE REQUIREMENTS _ - ,( CONSTRUCTION WILL RESULT IN THE ISSUANCE OF MONETARY FINES AND ESTABLISHED IN THE STANDARD SPECIFICATIONS OF THE TOWN OF j E _ ` KNIGHTDALE. REQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOT INSPECTED `-I = 1 r./j�a � \Li- ``"\ ,Y. AS A RESULT OF THIS NOTIFICATION FAILURE BY: DATE: INFRASTRUCTUREDATA J L �� I FAILURE TO CALL FOR INSPECTION INSTALL A DOWNSTREAM PLUG,HAVE DEVELOPMENT SERVICES ENGINEER j I 1 - I PERMITTED PLANS ON THE JOB SITE,OR ANY OTHER VIOLATION OF CITY OF RALEIGH THESE PLANS ARE APPROVED BY THE TOWN OF KNIGHTDALE AND n, f� I I I IF fff 1 1 STANDARDS WILL RESULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE WORK SERVE AS CONSTRUCTION PLANS FOR THIS PROJECT. r SECTIONS AREA UNITS STREETS 30" CURB & SIDEWALK 6" WATER 8" WATER 12" WATER STORM 8" SEWER SEWER FLOW .1, 1 ,� --�- IN THE CITY OF RALEIGH. BY: DATE: [AC] [LE] GUTTER[LF] ELF] MAIN [LT] MAIN ELF] MAIN ELF] DRAINAGE ELF] MAIN ELF] [GPO] II TL--------P ADMINISTRATOR I ' III PHASE R8 16.37 39 2,217 4,338 4,223 107 2,295 - 2,603 2,235 9,750 I --J T __i it Ilr��_-I L TOWN APPROVED STANDARDS SHALL CONTROL.IN THE EVENT H-1- OF A CONFLICT OR INCONSISTENCY BETWEEN THESE V I C I N I TY MAP 1"=500' CONSTRUCTION DRAWINGS AND THE TOWN OF KNIGHTDALE'S 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, ffi DEVELOPMENT AGREEMENT,UTILITY ALLOCATION AGREEMENT ANNEXATION AGREEMENT,THE TOWN OF KNIGHTDALE DEVELOPER/OWNER PREPARED BY: STANDARDPLICABSPECIFICATIONON AND DETAILS MANUAL AND APPLICABLE PROVISIONS OF THE NORTH CAROLINA STATE BUILDING CODE. DFC KNIGHTDALE STATION LLC PROFESSIONALE TRUCN INENGINEER CERTIFICATION.IT THESE IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING DRAWINGS AND WITH THE STANDARD SPECIFICATIONS OF THE TOWN OF KNIGHTDALE.I,COLT EEN F.DIIRFFA PF,CERTIFY THAT THE STANDARD 14701 PHILIPS HWY 1/ CHECSPECKED ANNDS OF THE FOUND TO BE APPLICABLETO ETHISHAVE PROJECT.ALTHOROUGHLY p SUITE 300 W i t h e rs Ra ve n e l PREVIOUSLY TO THE APPLICABLE EE TOWN STANDARDS HAVE BEEN PREVIOUSLY APPROVED BY THE TOWN OF KNIGHTDALE AND SAID 1/ EXCEPTIONS ARE SHOWN ON SHEET(S) OF THESE JACKSONVILLE,FL 32256 DRAWINGS. Engineers I Planners Surveyors °°tNOARoN,, ATTN:JUSTIN HEATON 115 MacKenan Drive I Cary,NC 27511 I t:919.469.3340 I license#:F-1479 I www.withersravenel.com ,pp„� p ate o a� SEAL�'°° _ TELEPHONE:(732)644-0555 BY: �E„E" p .PE G49345 1/19/2022 O"°c'frG I NE **** DATE: o