The URL can be used to link to this page

Home My WebLink AboutNCC231274_Site Plan or Location Map_20230522 CONSTRUCTION DRAWINGS FOR Z� INDEX OF SHEETS Z'`' EROSION AND SEDIMENT CONTROL 6 6 o Sheet Number Sheet Title o.c za 1.0 OVERALL EXI3TING CONDITIONS O o APPROVED PLAN 1.1 CXI3TIN0 CONDITIONS Z w DATE 21.0 OVERALL SUBDIVISION PLAN Z KNIGHTDALE STATION 8.0 OVERALL SITE ELAN OV.2 3.1 PERMIT NO. S- SITE PLAN Wake County Environmental Services 3.2 RITE PLAN Sedimentation& Erosion Control CITE ELAN R4 3.4 PAVEMENT MARKING A 31011ACE ELAN 919-856-7400 3.6 PAVEMENT MARKINC&CICNACE PLAN 3.6 PAVEMENT MARKINC&CICNACE PLAN 4.0 OVERALL UTILITY ELAN AK couNr, ENVIRONMENTAL CONSULTANT SIGNATURE 4.1 UTILITY PLAN FFECT'Eos "' KNIGHTDALE, WAKE COUNTY, NORTH CAROLINA 4.2 UUTILITY PLAN TILITY PLAN S.0 OVERALL 3TORM DRAINAGE&GRADING ELAN SITE DATA TABLE - PHASE R6D AND R4 JANUARY 18, 2022 STORM DRAINAGE PLAN S.Y 3TORM DRAINAGE PLAN KNIGHTDALE PROJECT No. S-3-13 6.3 CTORMDRAINACEELAN OWNER KNIGHTDALE INVESTORS, LLC. PARCEL PIN No. 1754868954 5.1 STORM DRAINAGE 3011EDULE3 EXISTING ZONING UR12 PROPOSED ZONING UR12 5.5 ORADINO ELAN PROPOSED USE SINGLE FAMILY _ _' ; I ____1--_____ TOTAL PHASE AREA 47.72 AC --- I - I 5.6 GRADING PLAN RECREATIONAL OPEN SPACE (ACTIVE) 1.17 AC F RECREATIONAL OPEN SPACE (PASSIV ) 3.47 AC -_ 'P I �I j -T��-- 0.7 GRADING PLAN TOTAL OPEN SPACE 4.67 AC I�_� I ij - I 6.0 STAGE I EROSION CONTROL PLAN MAXIMUM DENSITY ALLOWED (UNITS/ACRE) 12 // \, I \ I - I I PROPOSED DENSITY (UNITS/ACRE) 2.6 I II ' N. \�\ i� '' 6.1 SKIMMER BASIN DETAILS TOTAL NUMBER OF LOTS ALLOWED N/A ,; I , `� _.----,-0"- �/ 1 TOTAL NUMBER OF LOTS PROVIDED 125 I I '"eN0\ Y� �, II 6.2 OVERALL STAGE 2 EROSION CONTROL PLAN TOTAL NUMBER OF PARKING SPACES PROVIDED 41 .,G own, _ 1 TOTAL LINEAR FEET IN STREETS (PUBLIC) 6,203 LF II `'� aN \\ 0.3 POST CON3TPUCTION CR0310N CONTROL ELAN TOTAL LINEAR FEET OF CURB & GUTTER (30") 9,099 LF I \ I TOTAL LINEAR FEET OF SIDEWALK 8,822 LF \ FUTURE I FUTURE u-''�� 6.4 POST-CONSTRUCTION EROSION CONTROL PLAN LINEAR FEET IN WATERLINES (6 IN) 172 LF �` MU-4 "i MU-5 'Ii LINEAR FEET IN WATERLINES (8 IN) 4,603 LF „ I \ q 4', 6.5 POST-CONSTRUCTION EROSION CONTROL PLAN TOTAL LINEAR FEET IN STORM DRAINAGE 5,466 LF - I I ` { \� i )) �" TOTAL LINEAR FEET IN SEWER LINES (8 IN) 3,802 LF _I , I I ,� i �� I \\�� %�/��PUMP 7.1 M1ICTROLINCR ELACC ELANflEROrILC PROJECTED WATER USAGE (GPD) 31,250 �1_ I \) ^ � ,' �� ' 1 IJ (250 GPD/UNIT) �` / � _�`ll-STATIO 7.2 MCTROLVdCRfUCC ANBi2E6ARROW DR.PLAN BfROrILC PROJECTED SEWER USAGE (GPD) 31,250 a,� -----__ V 1\\\_-/ i- 7.3 ORIENT EXPRESS DRIVE ELAN&EROFILC (250 GPD/UNIT) i Is. FUTURE Off �, / F ___ I I `� R5 7.4 EOPTLAND ROSE DRIVE ELAN&EROFILE LOTS 356-415 LOTS 416-480 �_'I Y ! -.' ^---,� i 7.6 D AND 0 EASE AND NICKEL ELATE LANE PLAN&PROFILE i ,'� �'zr 7.6 ECCONIC DAY LANE AND LICI!TRAIL DR.ELAN&E on" MINIMUM LOT WIDTH REQUIRED 60 LF 30 LF �iiti�� ', "'. .a LOT WIDTH (TYP.) 60 LF 30 LF 1, �%` UTURE 7.7 3ANITAPY SEWER OUTFACES K AND L PUN AND PROFILE MINIMUM LOT AREA PROVIDED 6,297 SF 3,930 SF ',,/,' ' )I( �� v'„ ,', 1 1 11 ' �ll S \ ` R7 8.0 6CM 0 EUN&DETAILS MEDIAN LOT AREA PROVIDED 7,790 SF 4,635 SF S.\I AVERAGE LOT AREA PROVIDED 8,130 SF 4,602 SF FUTURE __ owl ', ° 1yfi \ MU,-3 1111{+yr 11/ ,,, , .\�,\\�;11;L,f: 8.1 6CM 7 PLAN&DETAILS LOT SETBACKS • ` 1111ri1,F1i111111 �// ,1 8.2 CCMDCTAILC FRONT YARD 10 FT i �I .`�.,'', ',// �;'••�WS' I""II"„", 11 9.1 ROADWAY DCTAILC REAR YARD 25 FT II ' ` /�_,��.% .' ,/1i, I"' '• 3.2 STORM DRAINAGE DCTAILC SIDE YARD 20% OF LOT WIDTH ((AGGREGATE) 'I - 9.3 EROSION CONTROL DETAILS -5 FT MIN. SETBACK PER SIDE , ` ,' • ,P \j) \%:- II�L i f 1111101,111 -(WIDTH 60' OE GREATER! �,` �\ 4 • // ) , �,' +�� L I� 3 FT MIN. SETBACK PER SIDE N // _ / ', 3.4 WATER UTILITY DCTAILC (WIDTH LESS THAN 60') _ N v /� l /��`._.� I I". % 4, Asti 0 r//7 �/ 3.5 3CWEP UTILITY DETAILS REAR SETBACK FROM LANE/ALLEY 15 FT FROM CENTERLINE ki...,,...p,aiik, �� I1' \ 11 9.6 NCG01DETAILS ACCESSORY STRUCTURE SIDE/REAR SETBACK 5 FT FUTURE h I �j MU- a -- III iii*S',',\ ```,`, _ a '-_yi L1.0 OVERALL UIID3CAPC PLAN ifi *PER UDO SECTION 4.6(C)(3),ACCESSORY BUILDINGS SHALL BE A MINIMUM � I- ` /o , � '''_ - - �I, „^ ,,,,,�� - F {� L1.1 LANDSCAPE ELAN OF 5'FROM ANY PRINCIPAL BUILDING OR OTHER ACCESSORY BUILDING. }- I 7�� I11111 ',� / L1.2 LANDSCAPE ELAN **PER UDO SECTION 4.6(C),ACCESSORY BUILDINGS SHALL NOT EXCEED 800 SF, 1 �I; ,� 111 1111,' FUTURE COLLECTIVELY COVER MORE THAN 20%OF THE TOTAL COMBINED AREA OF THE )2 a enxeNwgrv-,wE, MU-1 �r/1r _ R8 L1.3 LANDSCAPE PLAN LOTS'REAR AND SIDE YARDS; INDIVIDUALLY EXCEED THE HEIGHT OF THE y. `�J _ _ - / PRINCIPAL BUILDING. ' A 41 I I / -,1 L1.1 LA"'DSC/'^E-DETA'LS '� ***DRIVEWAY LENGTH FROM GARAGE TO EDGE OF ASPHALT SHALL BE A _ ' - /kV 1 ___� -- - �\\/ T __ MINIMUM OF 20'ALONG ALLEYS. p� ... .. _ t I\\ __ , �� ---T j - .J TOWN CERTIFICATION.THIS DESIGN HAS BEEN REVIEWED BY THE o MI♦ M - 3 ENGINEER FOR THE TOWN OF KNIGHTDALE,AND TO THE BEST OF INFRASTRUCTURE DATA r > , I "Q"tee =--__i__ _ MY KNOWLEDGE AND BELIEF.IT CONFORMS TO THE REQUIREMENTS m �"'� ESTABLISHED IN THE STANDARD SPECIFICATIONS OF THE TOWN OF z ,.. J__ _---_ -" , I \� I KNIGHTDALE. 5 " �`, , ■ I I I BY: DATE: SECTIONS AREA UNITS STREETS 30" CURB & SIDEWALK 6" WATER 8" WATER STORM 8" SEWER SEWER FLOW �� _ - - - -� i DEVELOPMENT SERVICES ENGINEER [AC] [LF] GUTTER[LF] ELF] MAIN [LF] MAIN [LF] DRAINAGE [LF] MAIN [LF] [GPO] - __ --- / -- THESE PLANS ARE APPROVED BY THE TOWN OF KNIGHTDALE AND III I I I \ SERVE AS CONSTRUCTION PLANS FOR THIS PROJECT. -I PHASE R6D 8.8 12 685 1,377 1,359 17 667 648 686 3,000 I I ; ---�� BY: DATE: I I I--_ -�i ADMINISTRATOR I I 6 PHASE SECTIONR4 A 16.7 51 2,336 4,097 3,882 85 2,155 3,433 2,269 12,750 ` Ir-11' --- PHASE R4 22.2 62 3,182 3,625 3,581 70 1,781 1,385 847 15,500 \ -'\ I --- TOWN APPROVED STANDARDS SHALL CONTROL.IN THE EVENT SECTION B ` r------ OF A CONFLICT OR INCONSISTENCY BETWEEN THESE VICINITY MAP 1"-500' CONSTRUCTION DRAWINGS AND THE TOWN OF KNIGHTDALE'S TOTAL 47.7 125 6,203 9,099 8,822 172 4,603 5,466 3,802 31,250 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 ANNEXATION AGREEMENT,THE TOWN OF KNIGHTDALE DEVELOPER/OWNER PREPARED BY: STANDARDPLCABSPECIFICATIONON ANDTDETAILS MANUAL AND APPLICABLE PROVISIONS OF THE NORTH CAROLINA STATE BUILDING CODE. I PROFESSIONAL DESIGN ENGINEER CERTIFICATION.THESE IMPROVEMENTS DFCKNIGHTDALE STATION LLC SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING DRAWINGS AND WITH THE STANDARD PF,SPECIFICATIONS OF THEETOWN OF KNIGHTDALE.I,COLI EEN F.DIIRFFA PH CERTIFY THAT THE E BEEN THOROUGHLY 14701 PHILIPS HWY 1/ CHECKED AND SFOUND TO B OF THE E APPLICABLETO E THIS VPROJECT.ALL ROUGHLY SUITE 300 W i t h e rs Ra ve n e l EXCEPTIONS TO THE APPLICABLE TOWN STANDARDS HAVE BEEN PREVIOUSLY APPROVED BY THE TOWN OF KNIGHTDALE AND HE 1/ S EXCEPTIONS ARE SHOWN ON SHEET(S) OF THESE ID JACKSONVILLE, FL 32256 DRAWINGS. Engineers I Planners I Surveyors N. ____R0,%, O o'FE93,p°'e2 ATTN:JUSTIN HEATON 115 MacKenan Drive I Cary,NC 27511 I t:919.469.3340 I license#:F-1479 I www.withersravenel.com C,o0P:p,,,, 44O SEAL "I _ TELEPHONE:(732)644-0555 BY: EYu n*a .PE oas345 1/19/2022 P 0 4'GINE‹cR'°eF DATE: „ F. °ol4N E pJQ'