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Home My WebLink AboutNCC231236_Site Plan or Location Map_20230427 cn Z M (� LD Q Z 1-- Lr) N O 000NSTRUCTION DRAWINGS FOR J (V Z Q 0 0 Z � 2 � U 0 U Z) Z LU *4 N Y O Zia o0 INDEX OF SHEETS Sheet Number Sheet Title 0.0 COVER WCEC Fz 1 .1 FZ m7 I T H 2.0 OVERALL SUBBIVISION PLAN 3.1 SITE PLAN KNIGHTDALE WAKE COUNTY NORTH CAROLINA 4.1 UTILITY PLAN S.i GT914M DRAINAGE PLAN SITE DATA TABLE - PHASE R7N JANUARY 18, 2022 6.2 STORM [DRAINAGE SIGHEIDYLES KNIGHTDALE PROJECT No. S-3-13—R7N 6.0 PRE EROSION CONTROL PLAN OWNER KNIGHTDALE INVESTORS, LLC. EXISTING PARCEL PZONING GR8IN No. 4065984 6.1 SKIMMER BASIN DETAILS PROPOSED ZONING GR8 PROPOSED USE SINGLE FAMILY _ _ _ _ _; ,�� __ _ _ _ _ _ _ ___ ___ I 6.2 POST EROSION CONTROL PLAN TOTAL PHASE AREA 3 2.1 6 AC -_ _ - -_ RECREATIONAL OPEN SPACE ACTIVE) 1 .10 AC f-__ I -T RECREATIONAL OPEN SPACE PASSIVE) 0.38 ACit ? I TOTAL OPEN SPACE 1 .48 AC tom_ I , i , MAXIMUM DENSITY ALLOWED (UNITS/ACRE) 12 PROPOSED DENSITY (UNITS/ACRE) 2.84 I I �� i I .-' I j- TOTAL NUMBER OF LOTS ALLOWED N/A ,, TOTAL NUMBER OF LOTS PROVIDED 92 i I _-- �o �� i i TOTAL LINEAR FEET IN STREETS (PUBLIC) 4,275 LF � TOTAL LINEAR FEET OF CURB & GUTTER (30 ) 8,345 LF TOTAL LINEAR FEET OF SIDEWALK 8,208 LF -�'� E LINEAR FEET IN WATERLINES (6 IN) 256 LF I �� i -�I� �� FUTURE FUTURE LINEAR FEET IN WATERLINES (8 IN) 4,312 LF I �� i MU-4 /� MU-5 ��' LINEAR FEET IN WATERLINES (12 IN) 0 LF �� , �� , semBETAIES TOTAL LINEAR FEET IN STORM DRAINAGE 4,849LF i ♦♦ , TOTAL LINEAR FEET IN SEWER LINES (8 IN) 3,254 LF I i '� .' ♦� ` l �_ \\ .�� ^C /^ PUMP PROJECTED WATER USAGE (GPD) 23,000 —_---- I __ I , ♦♦ \ �� / �, _ , , _-�_ i � � � �` � � �. � �� >> � STATION i , (250 GPD/UNIT) _ �i / ,- PROJECTED SEWER USAGE (GPD) 23,000 lot 9.2 ST-914M DRAINAGE BET-AILS (250 GPD/UNIT) 9.3 EROSION CONTROL DETAILS LOTS 481-572 i �r�� .� , Or 1 o. i i9.4 WATER UTILITY BETAIES MINIMUM LOT WIDTH REQUIRED 60 LF 9.5 SEWER UTILITY BETAILS --- LOT WIDTH (TYP.) 60 LF MINIMUM LOT AREA PROVIDED 6,676 SF MEDIAN LOT AREA PROVIDED 7,920 SF i --' —� � R7N I 9.6 NCDEQ NCG01 DETAIL AVERAGE LOT AREA PROVIDED 8,166 SF \ --- FUTURE, R61D \ LAN98GAPE PLAN MU-3 R4 �i ` / \� `\ \ \\` LOT SETBACKS \ EROSION CONTROL, STORMWATER FRONT YARD 10 FT i� i ` ♦ ` ,%/ /// _ _ . REAR YARD 25 FT y' �� . � -_- _- _-_-_-_-_ - AND FLOODPLAIN MANAGEMENT SIDE YARD 20% OF LOT WIDTH (AGGREGATE) -� ' —5 FT MIN. SETBACK PER SIDE R7 (WIDTH 60' OR GREATER) ��, ,-'` / `�` / � _ \ R6 1\ J / APPROVED FT MIN. SETBACK PER SIDE `� � — \ REAR SETBACK FROM LANE/ALLEY 15(WIDTH FT FROMSCENTERLINTHANOE ) EROSION CONTROL - -'", � ` � �i� � \ \\ \ � 1 � �/ ��ya'`� � OS ON CON O ❑ S ACCESSORY STRUCTURE SIDE/REAR SETBACK 5 FT FUTURE R1 - ' MU-2 \0, `\�MU-6�j �� R3 , _ _ - _ , ' ,y� STORMWATER MGMT. ❑ S- * PER UDO SECTION 4.6 C 3 , ACCESSORY BUILDINGS SHALL BE A MINIMUM �' \ 1 � _�� `O � \ ` �e OF 5' FROM ANY PRINCIPAL BUILDING OR OTHER ACCESSORY BUILDING. r FLOOD STUDY ❑ S- ** PER UDO SECTION 4.6(C), ACCESSORY BUILDINGS SHALL NOT EXCEED 800 SF; I / I I I�_I I COLLECTIVELY COVER MORE THAN 20% OF THE TOTAL COMBINED AREA OF THE DATE 1 �, ( a MU_1 ROLINIAN AVE._ _ _ R8 / LOTS' REAR AND SIDE YARDS; INDIVIDUALLY EXCEED THE HEIGHT OF THE PRINCIPAL BUILDING. *** DRIVEWAY LENGTH FROM GARAGE TO EDGE OF ASPHALT SHALL BE A 'wwr� I __ MINIMUM OF 20' ALONG ALLEYS. - - - -- - - - - -- - ♦ -�_ ` ' l i I - - ------,---- ATTENTION CONTRACTORS couNTY -- —� i -- ✓'� I oR=_�� ENVIRONMENTAL CONSULTANT SIGNATURE I — I i I aaEc=rvs:osizsiv / I J I 1 ��-- THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OF WATER Li R2 / __,_ I I O ' � -I� AND SEWER, AS APPROVED IN THESE PLANS, IS RESPONSIBLE FOR CONTACTING Y I I �` '-� I ---� 1 \-� I THE PUBLIC UTILITIES DEPARTMENT AT�919) 996-4540 AT LEAST 24 HOURS PRIOR TO BEGINNING ANY CONSTRUCTION. TOWN CERTIFICATION. THIS DESIGN HAS BEEN REVIEWED BY THE --L_, qs Fq ENGINEER FOR THE TOWN OF KNIGHTDALE, AND TO THE BEST OF `� �� ' ARM I �� Y FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF BEGINNING MY KNOWLEDGE AND BELIEF, IT CONFORMS TO THE REQUIREMENTS ESTABLISHED IN THE STANDARD SPECIFICATIONS OF THE TOWN OF CONSTRUCTION WILL RESULT IN THE ISSUANCE OF MONETARY FINES AND KNIGHTDALE. J ' I I/ i I ' �! REQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOT INSPECTED INFRASTRUCTUREDATA __ ' i i��-' I AS A RESULT OF THIS NOTIFICATION FAILURE. BY: DATE: _L j j I I I I \ _ DEVELOPMENT SERVICES ENGINEER -----I f--- FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG, HAVE '-_______ 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 a �> i I________ I 0 SECTIONS AREA UNITS STREETS 30 CURB & SIDEWALK 6 WATER 8 WATER 12 WATER STORM 8 SEWER SEWER FLOW I I I i i I I \ STANDARDS WILL RESULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE WORK SERVE AS CONSTRUCTION PLANS FOR THIS PROJECT. I I _cq L_—_I - i �- I J --- IN THE CITY OF RALEIGH. [AC] [LF] GUTTER[LF] [LF] MAIN [LF] MAIN [LF] MAIN [LF] DRAINAGE [LF] MAIN [LF] [GPD] BY: DATE: i I I i J _ ADMINISTRATOR PHASE R7N 20.4 41 2,294 4,490 4,399 185 2,320 — 2,564 1 ,950 10,250 — SECTION D PHASE R7N 8.7 38 1 ,527 2,947 2,901 54 1 ,538 — 1 ,652 892 9,500 I ` ' / SECTION E i I �� / ' I` `� i � / '' _ _ TOWN APPROVED STANDARDS SHALL CONTROL. IN THE EVENT --� / OF A CONFLICT OR INCONSISTENCY BETWEEN THESE PHASE R7N VICINITY MAP 1"=500' CONSTRUCTION DRAWINGS AND THE TOWN OF KNIGHTDALE'S SECTION F 3.1 13 454 908 908 17 464 — 633 412 3,250 APPROVED STANDARDS FOR THIS PROJECT, THE APPROVED U STANDARDS SHALL CONTROL. TOWN OF KNIGHTDALE APPROVED 3 STANDARDS SHALL MEAN ALL DEVELOPMENT DOCUMENTS Of Uj TOTAL 32.2 92 4,275 8,345 8,208 256 4,312 — 4,849 3,254 23,000 NECESSARY FOR APPROVAL FOR THE PROPERTY INCLUDING, BUT o NOT LIMITED TO, ANY SPECIAL USE PERMIT, SUBDIVISION PLAN, SITE PLAN, SUBDIVISION (S), PHASING SCHEDULE, o DEVELOPMENT AGREEMENT, UTILITY ALLOCATION AGREEMENT N ANNEXATION AGREEMENT, THE TOWN OF KNIGHTDALE STANDARD SPECIFICATION AND DETAILS MANUAL AND APPLICABLE PROVISIONS OF THE NORTH CAROLINA STATE D EVE LO PE R/OWNER BUILDING CODE. PREPAREDBY. PROFESSIONAL DESIGN ENGINEER CERTIFICATION. THESE IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING 6 DRAWINGS AND WITH THE STANDARD SPECIFICATIONS OF THE TOWN OF KNIGHTDALE. I, COLLEEN E. DURYEA, PE, CERTIFY THAT THE STANDARD 0 D F C KNIGHTDALE STATION LLC SPECIFICATIONS OF THE TOWN OF KNIGHTDALE HAVE BEEN THOROUGHLY z CHECKED AND FOUND TO BE APPLICABLE TO THIS PROJECT. ALL r- EXCEPTIONS TO THE DS 14701 PH I LI PS HWY PREVIOUSLY APPROVED BYCTHEETOWNNOFTANDA KN HTDA EAVE ANDBEEN SAID EXCEPTIONS ARE SHOWN ON SHEET(S) OF THESE SUITE 300 WithersRavenet °° DRAWINGS. °0000000a0000 JACKSONVILLE, FL 32256 °°°° IR:�. �A°R°°° ° o+ DocuSigned by: o �o°�° �' ° Engineers Planners Surveyors ° ° °° FESS'°°°%°° Y C.gQ Q e ern �u n^�e u o o SEAL o 0 ATTN: JUSTIN HEATON BY: E3CE37D0735C47D PE 0 049345 0 TELEPHONE: (732) 644-0555 115 MacKenan Drive Cary, NC 27511 t: 919.469.3340 license #: F-1479 www.withersravenel.com oo i DATE: 1/19/2022 00 oo GINE��o� e 0 0 Y