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Home My WebLink AboutNCC232845_Site Plan or Location Map_20230920 1111111111,,, Approved By: James Smith o`.�"cK..ARO,�% cONSTRUCTION DRAWINGS : ��°: FEs 9�= Approval Date: 7/5/2023 . j" Sh.4L 1. 938616 ellit,""" d7/Z�'.�y��'1'GINEE�'�b`:OAKVIEW MIXED - USE DEVELOPMENT HOLLY '•., R91LAE?Y.•� SPRINGS E HOLLY SPRINGS, NORTH CAROLINA 27540 Revised 3 E '1' `2 u ., DEVELOPMENT SERVICES PLAN PROJECT NUMBER: ~ `3 3 22-DP-03 / PLDP202200061 dLL-E1 Z w u I - _Jinx LI UTILITY / MUNICIPALITY CONTACTS: CONSULTANT CONTACTS: ��g_ ya p F - V A. TOWN OF HOLLY SPRINGS B. BURIED CABLE LOCATION O DEVELOPMENT SERVICES DEPARTMENT NC 811 OWNER:HELIX VENTURES LLC DEVELOPER/APPLICANT SITE ENGINEER/LANDSCAPE N 128 SOUTH MAIN STREET CONTACT:CARA HYLTON TRUSTWELL PROPERTY GROUP ARCHITECT F HOLLY SPRINGS,NC 27540 C. DUKE ENERGY 3717 NATIONAL DRIVE,SUITE 209 CONTACT:JON KEENER TIMMONS GROUP RALEIGH,NC 27612 3717 NATIONAL DRIVE,SUITE 209 CONTACT:CHRIS GLASS v w (919)557-3908 (866)582-6345 PHONE:919-371-6208 RALEIGH,NC 27612 5410 TRINITY ROAD,SUITE 102 oo CONTACT:DEVELOPMENT SERVICES PHONE:919-371-6208 RALEIGH,NC 27607 Sheet List Table 2 Y O PHONE:919-866-4510 Sheet Sheet Title N SITE DATA TABLE y05 : �/ `Sy - I C0.0 umber COVER SHEET SITE AREA: 12.37 ACRES ,,:� _ CO.1 STORMWATER COMPLIANCE PLAN < o ZONING: LB(NMXASOF MARCH 1,2022)-12.37 ACRES(100Yo) ✓ L -I- C1.0 EXISTING CONDITIONS AND DEMOLITION PLAN z RIVER BASIN: CAPE FEAR r- / �/\ � o MIN LOT WIDTH LB-50' \% �- / LLLLL�= • C1.1 EROSION CONTROL PLAN-PHASE I _ DATE TOTAL IMPERVIOUS 4.76 AC(207,346 SF) r - C1.2 EROSION CONTROL DRAINAGE PLAN-PHASE I ce TOTAL DISTURBED �,��.� N-H711111 ` ao C1.3 EROSION CONTROL PLAN-PHASE II o 06/07/2023DRAWN AREA: 10.18 AC (� D E DRAWN BY C1.4 EROSION CONTROL DRAINAGE PLAN-PHASE II BUILDING A:25' I ----��- T.MORRISON PROPOSED BUILDING BUILDING B:25' �+, / a C1.5 EROSION CONTROL PLAN-PHASE III HEIGHT: BUILDING C:25' \ > I 'k\"/ Z DESIGNED BY \ -�__ I `X m C1.6 EROSION CONTROL DRAINAGE PLAN-PHASE III • BUILDING D:75'** \)) \MINIMUM&MAXIMUM HOLLY SPRINGS NEW HILL RD.:MAXIMUM 30-FT TYPE A-50 YARD I/ / C1.7 EROSION CONTROL PLAN-PHASE IV • C.Grass YARDS: GREEN OAKS PARKWAY:MAXIMUM 30-FT TYPE A-50 YARDI_ // II 1. \ \ - C1.8 EROSION CONTROL DRAINAGE PLAN-PHASE IV • CHECKED BY DISTRICT S COLLECTOR:30-FT TYPE B-75 YARD O I _ F 1 \ C2.0 SITE LAYOUT BUILDING A:18,760 SF - / y I : • B.HALL PROPOSED BUILDING BUILDING B:18,760 SF 1 C3.0 UTILITY PLAN AREA BUILDING C:12,704 SF \ I C4.0 GRADING PLAN SCALE BUILDING D:135 SLEEPING UNITS** ' • AS SHOWN BUILDING A:WEST RETAIL �� 1 C4.1 ENLARGED GRADING PLAN • PROPOSED USE BUILDING B:EAST RETAIL ` , - -` ` C4.2 ENLARGED GRADING PLAN BUILDING C:RESTAURANT(FOOD HALL) • BUILDING D:HOTEL" % - - C4.3 ENLARGED GRADING PLAN BUILDING A:RETAIL:18,760 SF ' ` - -- PROPOSED BUILDING BUILDING B:RETAIL:18,760 SF C4.4 STORMWATER DRAINAGE PLAN AREA BY USE TYPE BUILDING C:RESTAURANT:12,704 SF 1 I /1 / � I Jr I I C4.5 STORMWATER PIPE AND STRUCTURE TABLES BUILDING D:HOTEL:135 SLEEPING UNITS" 1 I }J II, _ - L C4.6 STORMWATER PROFILES OPROPOSED LOTS 1 v I l\ " C4.7 STORMWATER PROFILES I-. cL MASTER PLAN PODS PODA r\�- j / 1. C4.8 SANITARY PROFILES z ,�, USED T , C4.9 WATERLINE PROFILES0. PROVIDED BUILDING MINIMUM SETBACK:10' VICINITY MAP C4.10 BIORETENTION DETAIL D LLI -2 P SETBACK MAXIMUM SETBACK:30' C4.11 BIORETENTION NOTES&DETAILS 2 PARKING SUMMARY 1" = 1000' C4.12 BIORETENTION LANDSCAPING PLAN O.. HOLLY SPRINGS UDO-SEC.7.04-INTEGRATED CENTER: �� / C4.13 WET POND DETAIL O BUILDING A:4*(18,760/1,000)=75,TOTAL:75 SPACES _ _ .i/� J / / C4.14 WET POND NOTES&DETAILS J BUILDING B:4*(18,760/1,000)=75,TOTAL 75 SPACES _ �� C4.15 WET POND LANDSCAPING PLAN0 w BUILDING C:4*(12,704/1,000)=51, TOTAL:51 SPACES - \® / 1,6- VEHICULAR PARKING BUILDING D:135 SLEEPING UNITS'1 =135,TOTAL:135 SPACES** / ` J I 1 ,. `\ I-I- - - - C5.0 NOTES AND DETAILS > Q _ REQUIRED: AMENITIES:3.5*(1,200/1,000)=5,TOTAL:5 SPACES _ y \I C5.1 NOTES AND DETAILS OUTDOOR SEATING AREA:4*(1750/1000)=7 SPACES - w Z ADA REQUIREMENT:7 SPACES(1 VAN SPACE&6 ACCESSIBLE SPACES) �� SITE C5.2 NOTES AND DETAILS o TOTAL:75+75+51+5+7=213 SPACES(INCLUDING 7 ADA SPACES) - Y11111 C5.3 NOTES AND DETAILS IO TOTAL:75+75+51+135+5+7=348 SPACES(INCLUDING 7 ADA SPACES)** - - 1\ \1 Q w BUILDING A:75 SPACES(INCLUDING 1 VAN AND 2 ADA SPACES) �-,- "'-�� ELL,--" \ C5.4 NOTES AND DETAILS _ w = Lu as BUILDING B:75 SPACES(INCLUDING 1 VAN AND 2 ADA SPACES) JJJ NEW HILL RD �__� A C5.5 EROSION CONTROL NOTES&DETAILS r 2 ='3 BUILDING C:51 SPACES(INCLUDING 1 VAN AND 1 ADA SPACES) /'1 - VEHICULAR PARKING BUILDING D:147 SPACES(INCLUDING 2 VAN AND 5 ADA SPACES)** \ 4 C5.6 EROSION CONTROL NOTES&DETAILS O - PROVIDED: AMENITIES:3.5*(1,200/1,000)=5,TOTAL:5 SPACES B Z L1.0 TREE PROTECTION PLAN-OVERALL z _" OUTDOOR SEATING AREA:4*(1750/1000)=7 SPACES I LtJ T t TOTAL:213 SPACES(INCLUDING 8 ADA SPACES) L1.1 TREE PROTECTION PLAN-ENLARGEMENTS g > :TOTAL:360 SPACES(INCLUDING 15 ADA SPACES)*' D E )\ L2.0 OVERALL PLANTING PLAN GENERAL NOTES: O O o RETAIL:1 SPACE FOR 10,000-100,000 SF,OTHER NON-RESIDENTIAL:1 SPACE PER 1. ALL CONSTRUCTION SHALL CONFORM TO THE TOWN OF HOLLY SPRINGS = LOADING SPACES 10,000-40,000 SF. �(' L2.1 PLANTING PLAN DESIGN AND CONSTRUCTION STANDARDS. I"I"I U U a o REQUIRED: RETAIL(50,224 SF):2 SPACES P - L2.2 PLANTING PLAN 2. CONSTRUCTION DRAWING APPROVAL IS REQUIRED PRIOR TO BEGINNING X L.-1_., 2` NON-RESIDENTIAL(10,000-40,000 SF):1 SPACE** _ _ MI I•11 _ _ , mm / CONSTRUCTION.DEVELOPMENT FEES(ACREAGE,FEE-IN-LIEU OF ASSESSMENT lL 0 a _ �� O // L2.3 PLANTING DETAILS AND INSPECTION FEES AND OTHERS AS REQUIRED MAY BE APPLICABLE)ARE G > o LOADING SPACES RETAIL:2 SPACES I \ // DUE BEFORE CONSTRUCTION DRAWING APPROVAL i o, PROVIDED: NON-RESIDENTIAL:1 SPACE" r J L2.4 PLANTING TABLE / \q/ 3. THE ESTIMATED SEWER FLOWS SHOWN ARE BASED ON ASSUMED TENANT MIX E1.0 LIGHTING PLAN AT THE TIME OF THE SUBMITTAL.THE ESTIMATED FLOWS WILL BE UPDATED BICYCLE PARKING 2 BICYCLE RACKS(5 SPACES PER RACK)PER BUILDING I ) / `1 WITH EACH DEVELOPMENT PLAN SUBMITTAL. REQUIRED: �' \ 4. THE PLAN IS SUBJECT TO REVISIONS DURING CONSTRUCTION DRAWING O _ BICYCLE PARKING 2 BICYCLE RACK(5 SPACES PER RACK)AT EACH BUILDING • / \ APPROVAL PROCESS. w PROVIDED: 5. THE MONUMENT CONTROL POINTS FOR THIS PROJECT IS:TOWN OF HOLLY LENGTH OF SIDEWALK 3,268 LF(ONSITE) I / \\ - SPRINGS GEODETIC MONUMENT"ALFORD 33" PUBLISHED COORDINATES N= > - Y 693,650.75'E=2,041,575.85'ELEV.=377.10'. LENGTH OF WATERLINE 977-LF(683-LF OF 12"DIP,294-LF OF 8"DIP) THE TOWN OIO HOLLYD, SPRINGS TONA HAS INWITHIN ANDS A LOCALINGEODETICW a MONUMENTATION GRID,TIED TO NAD83,WITHIN SURROUNDING THE TOWN �, LENGTH OF SEWER 974-LF OF 8"PVC LIMITS.ALL SURVEYED INFORMATION(WHEN ANY PORTION OF THE PROJECT IN t.E VICINITY MAP SANITARY SEWER FLOW ESTIMATION DESIGN IS WITHIN 2000 FEET OF THE TOWN'S GEODETIC MONUMENT)SHALLX 4:( = (ONSITE)159 LF(ROW) n REFERENCE THE NEAREST MONUMENT AND SHALL BE CLEARLY NOTED ON THE LENGTH OF STORM 3,401 LF 0 1 = 500I RESTAURANT/FOOD HALL:298 SEATS @ 40 GAL/SEAT/DAY=11,920 GPD OR 8.28 GPM FIRST SHEET OF,BOTH CONSTRUCTION PLANS,AND AS-BUILTS SUBMITTED TO EACH RETAIL: THE TOWN. -",3 X NUMBER OF SCMs 1 WET POND(>1 AC),1 BIORETENTION(<1 AC) 2,904-SF @ 130 GAU1,000 SF/DAY=377.52 GPD 6. IF THERE IS A GEODETIC MONUMENT LOCATED ON THIS SITE, IT MUST BE =n CERTIFICATION BLOCK: 15,856 SF @ 100 GAL/1000 SF/DAY=1,585.6 GPD PROTECTED OR IF RELOCATION IS NEEDED IT WILL BE THE RESPONSIBILITY OF - TREE SAVE AREA 10%OF SITE=1.2 AC TOTAL FOR EACH RETAIL BUILDING:1,963 GPD OR 1.36 GPM THE DEVELOPER TO RELOCATE IT WITH SURVEY ACCURACY. - ICERTIFY THAT THESE PLANS WERE PREPARED AND THAT THIS PROJECT SHALL BE HOTEL**:135 ROOMS @ 120 GAUROOM/DAY=16,200 GPD OR 11.25 GPM** 7. PLAN IS SUBJECT TO REVISIONS DURING CONSTRUCTION DRAWING APPROVAL OPEN SPACE 1%OF SITE=0.12 AC TOTAL SITE: PROCESS. _ CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING PLANS,THE LATEST EDITION AVERAGE DAILY DEMAND:11,920 GPD+1,963 GPD+1,963 GPD=15,846 GPD 8. PROJECT IS LOCATED IN THE TRIASSIC BASIN OF THE ENGINEERING DESIGN 8,CONSTRUCTION STANDARDS OF THE TOWN OF AVERAGE DAILY DEMAND:8.28 GPM+1.36 GPM+1.36 GPM=11.00 GPM 9. ALL RETAINING WALLS WILL REQUIRE A BUILDING PERMIT FROM THE CODE _ HOLLY SPRINGS & OTHER APPLICABLE TOWN ORDINANCES & POLICIES. THE ENFORCEMENT DEPT.NO GEOGRID OR OTHER TIEBACKS ARE ALLOWED INSIDE JOB No. **-TOTALS INCLUDING BUILDING D-HOTEL.BUILDING D WILL BE PART OF A SEPARATE CD SUBMITTAL.THE ACTION MAXIMUM DAILY DEMAND:11.00 GPM X 2.5=27.50 GPM o ENGINEER WHOSE SEAL&SIGNATURE APPEAR BELOW CERTIFIES THE TOWN OF RIGHT OF WAYS AND/OR EASEMENTS. `o i NOTICE CONDITIONS OF APPROVAL ASSOCIATED WITH THIS PLAN INDICATE THAT IT WILL COME BACK IN FOR A MAJOR TOTAL SITE**: HOLLY SPRINGS ENGINEERING DESIGN AND CONSTRUCTION STANDARDS HAVE BEEN 4 03 DEVELOPMENT PLAN AMENDMENT TO INCLUDE ARCHITECTURAL ELEVATIONS FOR BUILDING D.ONCE CD'S ARE AVERAGE DAILY DEMAND:16,200 GPD+11,920 GPD+1,963 GPD+1,963 GPD=32,046 GPD** 10. INTERNAL ROADWAYS MUST BE LIGHTED PRIOR TO FIRST C.O.AND THAT ALL 88 THOROUGHLY REVIEWED FOR APPLICABILITY TO THIS PARTICULAR PROJECT. ADJACENT ROADWAYS WILL BE REQUIRED TO BE LIGHTED PRIOR TO STREET SUBMITTED FOR BUILDING D,IF A PERMIT MODIFICATION IS REQUIRED,COMMENTS AND DIRECTION WILL BE AVERAGE DAILY DEMAND:11.25 GPM+8.28 GPM+1.36 GPM+1.36 GPM=22.25 GPM** ACCEPTANCE FOR 1 YEAR WARRANTY SHEET No. ADDRESSED. MAXIMUM DAILY DEMAND:22.25 GPM X 2.5=55.62 GPM** 11. ALL NEW UTILITY LINES(POWER,CABLE,ETC.)MUST BE UNDERGROUND CO.0