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Home My WebLink AboutNCC223062_Site Plan or Location Map_20220901sz L C n O �1 0 is SITE , R ,p c Lion Blvd got Me 4U1 SCORE Academy: Gamer VICINITY MAP 0 Property Project Data Sheet Planning and Development Customer Service Center • One Exchange Plaza, Suite 400 1 Raleigh, NC 27601 1 919-996-2500 no 0 250 500 1000 ft 1 inch equals 500 feet D►sclalmer Maps makes every effort to produce and publish the most current and accurate information possible. However, the maps are produced for information purposes, and are NOT surveys. No warranties, expressed or implied ,are provided far the data therein, its use,or its interpretation. Raleigh This form must be completed and applied to the cover sheet of drawings submitted with a Non -Residential building permit associated with a Site Permit Review, or permits for an apartment, office, and/or commercial uses. GENERAL INFORMATION Development Name: Frontier Plaza I Proposed Use: Office, warehouse and retail Property Address(es): 3808 S. Wilmington Street Approved Site Plan or Subdivision case #: ASR-0093-2021 Wake County Property Identification Number(s) (PIN) for each parcel to which these guidelines will apply: PIN #: 1701391659 PIN 4: 1701391659 PIN #: 1701391659 PIN #: 1701391659 ❑ Apartment ❑ Bank ❑ Congregate care ❑ Hospital ❑ Hotel/Motel ❑ Industrial building ❑ Mixed residential ❑ Non-residential condo What is the ✓❑ Office ❑ Religious institution ❑ Residential condo ❑✓ Retail project type? ❑ School ❑ Shopping center ❑ Single-family residential ❑ Telecommunication tower ❑ Townhouse ❑ Civic use: Park, community center, museum or government facility ❑V Other Scope of work: 79,588 SF building for warehouse distribution (with warehouse, office and retail). FOR APARTMENTS, CONDOS, AND TOWNHOMES ONLY 1. Total number of townhouse lots: Number attached: Number detached: 2. Total number of apartment or condominium units: 3. Total number of Congregate Care or Life Care Dwelling units: 4. Overall total number of dwelling units (from 1-3 above): 5. Number of bedroom units: 1 BR: 2BR: 3BR: 41319 or more: 6. Overall unit(s) per acre densities per zoning district(s): DEVELOPMENT TYPE AND SITE DATA TABLE (applicable to all developments) Zoning Information Building Information Zoning district(s):IX-3 Proposed use of building(s): Warehouse, office and retail If more than one district, provide acreage of each: Proposed sq. ft. of building(s) gross: 79,588 SF Overlay district(s):SWPOD Overlay Existing sq. ft. of building(s) gross:0 Total site acreage:6.7 (after Ri'W dedication) Total sq. ft. gross (existing and proposed): 79,588 SF Off street parking: Required: 73 Provided: 76 Proposed height of building(s):29'-9" COA (Certificate of Appropriateness) case #: FAR (floor area ratio) %:27.3% BOA (Board of Adjustment) case # A - Building lot coverage %:27.3% CUD (Conditional Use District) case # Z - Inside City Limits? Yes ✓❑ No ❑ PAGE 1 or 2 SITE COMPLIANCE NOTES — THIS SITE IS EXEMPT FROM BLOCK PERIMETER REQUIREMENTS PER UDO 8.3.2.2.b. —THIS SITE SHALL BE FULLY COMPLIANT WITH SWIFT CREEK PROTECTION OVERLAY DISTRICT (SWPOD) PER UDO SECTIONS 5.2.5 AND 9.5.3 —THIS SITE IS EXEMPT FROM THE REQUIREMENTS OF UDO SECTION 9.1.9 AS THE PROPERTY IS LOCATED IN AN AREA DESIGNATED FOR IMPERVIOUS SURFACES IN EXCESS OF 30% PER 9.1.9.E AND CITY OF RALEIGH COMPREHENSIVE PLAN POLICY AP—SC8 AND MAP AP—SC1. CONDITIONS OF APPROVAL —RECORDED PLAT WITH RIGHT OF WAY DEDICATION —RECORDED PLAT WITH EASEMENTS FOR SCM PRIVATE DRAINAGE EASEMENT, SLOPE EASEMENT, CITY OF RALEIGH PUBLIC WATERLINE EASEMENT AND UTILITY PLACEMENT EASEMENT. —FEE IN —LIEU SHALL BE PAID FOR EIGHT (8) STREET TREES ALONG THE CITY OF RALEIGH THOROUGHFARE AT THE REAR OF THE PROPERTY —FEE IN —LIEU SHALL BE PAID FOR ONE HALF OF AVENUE 4 LANE DIVIDED SECTION AT THE REAR OF THE PROPERTY, INCLUDING WATERLINE. —DEMOLITION PERMIT SHALL BE REQUIRED FOR THE SHED ON THE PROPERTY. SOLID WASTE SERVICES STATEMENT — DEVELOPER/OWNER HAS REVIEWED THE CITY OF RALEIGH SOLID WASTE DESIGN MANUAL AND SHALL COMPLY WITH IT'S REQUIREMENTS. — ONSITE SCREENED DUMPSTER AREA TO BE PROVIDED BY PRIVATE SOLID WASTER SERVICES PICK UP. Traffic Control and Pedestrian Plan (TCPEDI Notes: * Prior to any work that impacts the right-of-way, closing or detouring of any street, lane, or sidewalk, the contractor must apply for a permit with Right -of -/Nay Services. Please direct any questions to rightofwayservicesraleighnc.gov. .6 The street, lane, sidewalk, closure permit is required for any closure on city streets and all NCDOT streets within RaIeigh's Jurisdiction, .0 A permit request with a TOPED Plan shall be submitted to Right -of -Way Services through the City of Raleigh Permit and Development Portal. -0 Prior to the start of work, the Client shall schedule a Pre -Construction meeting with the Engineering Inspections Coordinator to review the specific components of the approved plan, and ensure all permits are issued. -0 All TOPED Plans shall comply with all Local, State, and Federal requirements and standards, including but not limited to: o Manual on Uniform Traffic Control (MUTCD); o Public Rights -of -Way Accessibility Gu [del Ines (PROWAG); o American Disability Act (ADA) requirements; v Raleigh Street Design Manual (RSDM). + All public sidewalks must be accessible to pedestrians who are visually impaired andjor people with mobility concerns. Existing and alternative pedestrian routes during construction shal I be required to be compliant with the Public Rights of Way Accessibility Guidelines (PROWAG), the ADA Standards for Accessible Design and the Manual on Uniform Traffic Control Devices (MUTCD). + All permits must be available and visible on site during the operation. STORMWATER INFORMATION Existing impervious surface:.54 Acres acres/square feet Proposed impervious surface: 3.86 Acres acres/square feet Neuse River buffer: Yes ❑ No ❑✓ Wetlands: Yes ❑ No ✓❑ Flood Hazard Area: Yes No ✓ If yes, Alluvial soils: Flood Study: FEMA Map Panel #: Total disturbed area: 6.2 acres acreslsquare feet REVISION 11.16.20 raleighnc.gov PAGE 2 or 2 REVISION 11.16.20 raleighnc.gov FRONTIER PLAZA SITE PERMIT DRAWINGS IX-3 ZONING SPR=0095=2022 r� I I t (!� N N I = ' �o cc L 3�w M z W oa r F U I 40 i 0 100 200 300 I ATTENTION CONTRACTORS The Construction Contractor responsible for the extension of water, sewer, and/or reuse, as approved in these plans, is responsible for contacting the Public Works Department at (919) 996-4540, at least twenty—four hours prior to beginning any of their construction. Failure to notify both City Departments in advance of beginning construction, will result in the issuance of monetary fines, and require reinstallation of any water or sewer facilities not inspected as a result of this notification failure. Failure to call for Inspection, Install a Downstream Plug, have Permitted Plans on the Jobsite or any other Violation of City of Raleigh Standards will result in a Fine and Possible Exclusion from future work in the City of Raleigh. Z 9 PATRIOT Sanitation Management December 30, 2021 Upon review of the site plan and dumpsterl recycle bin location for plans sent to us for the building at 3808 South Wilmington Raleigh, NC 27603, we believe that Patriot could service this location as currently designed, continuing our service provided to Frontier Auto Body Supply at their new building location. Should you have any additional gluestions feel free to reach me at 919-422-7070 or rwilliams@patriotsanitation.com. Sincerely, Ronald Williams OVERVIEW SCALE: 1 " = 100' PUBLIC IMPROVEMENTS PHASE NUMBER(S) PHASE 1 NUMBER OF LOT(S) 1 LOT NUMBER(S) BY PHASE N/A NUMBER OF UNITS 1 LIVABLE BUILDINGS U OPEN SPACE? NO NUMBER OF OPEN SPACE LOTS 0 PUBLIC WATER (LF) 0 PUBLIC SEWER (LF) 0 PUBLIC STREET (LF) — FULL 0 PUBLIC STREET (LF) — PARTIAL 0 PUBLIC SIDEWALK (LF) — FULL 0 PUBLIC SIDEWALK (LF) — PARTIAL 265 STREET SIGNS (LF) U WATER SERVICE STUBS 4 SEWER SERVICE STUBS 1 Know what's below. Call before you dig. ENGINEER CAPITAL CIVIL ENGINEERING, PLLC 1011 PEMBERTON HILL RD, STE 203 APEX, NC 27502 PH: 919 249-8587 MICHAEL McQuillen, PE mmcqu it len®capitalcivil.com DEVELOPER WAYNE ENTERPRISES, LLC 2509 RUNNER STONE WAY RALEIGH, NC 27603 U z CD a w J N < a J Ld 1.L W I.L ~ W z O z 0 z I.L _J LL § Ad 00 O CO M SHEETINDEX COVER C100 U) U) z z AA LETTER C101 w w O O EXISTING CONDITIONS & DEMO C102 0 0 O O SITE PLAN C200 U U W W OFFSITE ROAD IMPROVEMENT PLAN C201 CL CL GRADING PLAN C300 I I z N a 0 N N ROAD WIDENING GRADING AND CROSS SECTIONS C301 Ui o c� UJ SIGHT DISTANCE PROFILE C302 0:� to r 0 SCM DETAILS C303—C306 UTILITY PLAN C400 0 Co0 LIGHTING PLAN C401 a r U U co J Z o TREE CONSERVATION AREA PLAN C500 W I W w o LANDSCAPING PLAN C501 Q�� t LANDSCAPE DETAILS C502 � _ (3 rn w o Cn z_ SITE DETAILS C600 W N x �` U Z SITE DETAILS C601 o > INITIAL EROSION CONTROL PLAN C700 < J � a FINAL EROSION CONTROL PLAN C701 CJ = tr rL a ZO N U EROSION CONTROL NOTES AND DETAILS C702 — C704 J (�f 01 (V a) CONSTRUCTION DETAILS C800 — C806 m CV W Z: RETAINING WALL PLANS RW 1.0 — 5.0 CL l— o ARCHITECTURAL ELEVATIONS SA1 U o a ov ARCHITECTURAL FLOORPLAN SA2 repaaerea oThrep'reun�t rote/ rempmpre wnnwall�egal reg oememe ror aexlapmenz and rensvumion. The property ewper, .sago wnwna ana ponzide ror romglenre wIM all appllrehle CM, Sa[e ana reaewreal lawn Thlsspeaficauzhmlzmlon below pet a permlA pere n be epewee m perms apv Ne1-ft.11 an, mre or eaeal row. All cepa.awp mem ee m aearaaprewah all root, srae,ana 1 gelea ape gegelappna. nn approval: TMe approval ie hang I•..w eleczronlnlly. Thls approval Is re aery er galeigh genew onirer below. The ary will retain apwpy of the pprovea pW .., work..h.— b ON approval im approval opreiss wmlinvalianetM1isapprov i. .,m�ifio Dory ghrs gnv org hoew+epmemapproeal Paige? m aryaf gaeigh review — Digitally signed by Paige Townsend Reason: I am approving this document. Contact Info: Paige Townsend Date: 2022.07.20 15:32:40-04'00' SEAL R\ �C AH1111 SS/ .Q L 9 9 ' zz zip F� P • M c )12 /2022 DATE JU LY 12, 2022 ISSUED FOR CONSTRUCTION DRAWINGS SHEET NO. C100 WA WA SA SA TP TP TP EXSSMH1 RIM:347.67 INV IN:325.52U INV OUT:325.32 (EXSSMH2) \ 20 UND DRAIN PIPES' AND 20' PERMANENT CLI�A WTS. REFER TO SANITARY SEWER i DETAIL-SHEET EASEMENT (DB 10865 PG 2180) (BM 2004 PG 865) EXISTING CONTOUR LINE - 1' INTERVAL EXISTING CONTOUR LINE - 5' INTERVAL PROPOSED CONTOUR LINE - 1' INTERVAL PROPOSED CONTOUR LINE - 5' INTERVAL PROPOSED STORM PIPE RETAINING WALL WITH FENCE PROPOSED WATER LINE PROPOSED SANITARY SERVICE ADA ROUTE TREE PROTECTION FENCE LIMITS OF DISTURBANCE J, / I EXSSMH-2 'PRIVATE DRAINAGE RIM:329.68 NV IN:323.28 EASEMENT' FOR SCM \�I (EXSSMH1) NV OUT:321.090 _VS C/) V A\ N \ � M \ cV I 327� --_-=____-_-r _ - - -- - -=335- STRUC # INLET TYPE STA INV UP INV DOWN TC LENGTH (FEET) PIPE DIA (INCHES) SLOPE Pipe Material 15 CURB INLET 11+65 348.7 348.7 350.6 110 15 0.50% RCP 14 CURB INLET 10+55 348.1 348.0 350.6 124 15 0.50% RCP or HDPE 13 CURB INLET 9+31 347.7 347.5 353.6 52 18 0.50% RCP or HDPE 12 CURB INLET 8+79 347.0 346.8 355.0 97 24 0.50% RCP or HDPE 11 DROP INLET 7+82 346.6 346.5 353.0 47 24 0.50% RCP or HDPE 10 DROP INLET 7+35 346.3 346.2 353.0 40 24 0.50% RCP or HDPE 9 JUNCTION BOX 6+95 345.6 344.5 353.9 64 24 1.00% RCP or HDPE 8 CURB INLET 6+31 343.8 343.7 352.8 201 1 24 1.00% RCP or HDPE 7 CURB INLET 4+30 341.7 341.6 349.5 123 24 1.20% RCP or HDPE 6 CURB INLET 3+07 340.1 340.0 349.5 108 24 1.20% RCP or HDPE 5 CURB INLET 1+99 338.7 338.6 349.5 65 24 1.20% RCP or HDPE 4 CURB INLET 1+34 337.8 337.6 349.5 61 30 1.00% RCP or HDPE 3 CURB INLET 0+73 337.0 336.9 350.0 51 30 1.00% RCP or HDPE 2 CURB INLET 0+22 336.4 336.2 349.6 22 1 30 1.00% RCP or HDPE 1 ENDWALL 0+00 336.0 --- --- --- 30 1.00% RCP 18 CURB INLET 1+32 343.6 343.5 347.5 77 15 3.00% RCP or HDPE 17 CURB INLET 0+55 341.2 339.2 347.9 55 15 5.00% RCP or HDPE 2 CURB INLET 0+00 336.4 336.2 349.6 22 30 1.00% RCP or HDPE 19 CURB INLET 0+59 343.1 342.9 347.5 59 15 3.00% RCP or HDPE 17 CURB INLET 0+00 341.2 339.2 347.9 55 15 5.00% RCP or HDPE 24 DROP INLET 3+28 344.5 344.4 346.6 141 15 0.80% RCP or HDPE 23 DROP INLET 1+87 343.3 343.2 346.9 75 15 0.80% RCP or HDPE 22 JUNCTION BOX 1+12 342.6 342.5 344.9 105 15 0.80% RCP or HDPE 21 JUNCTION BOX 0+07 341.7 341.6 344.0 7 15 0.80% RCP or HDPE 20 FES 0+00 341.5 --- --- --- 15 0.80% RCP or HDPE 6" HDPE ROOF DRAIN - -140 LF 8" HDPE ROOF DRAIN - -140 LF 10" HDPE ROOF DRAIN - -238 LF 12" HDPE ROOF DRAIN - -161 LF 15" HDPE ROOF DRAIN - -192 LF ROOF DRAIN CONENCTION POINTS - 35 ROOF DRAIN JUNCTION BOXES - 6 85LF 6" HDPE ROOF DRAIN LEADER TO INLET 18 ALTERNATIVE TO DISCHARGE ON GROUND Gv GGnIrG TO EXISTING DRAW DIRECTEDv� TO TO RIGHT OF WAY HDPE NOTES: 1. HDPE SHALL CONFORM TO AASHTO M294 - CORRUGATED EXTERIOR / SMOOTH INTERIOR PIPE (TYPE S). 2. SHALL HAVE CERTIFICATION BY PPI (PLASTIC PIPE INSTITUTE) 3. BELL AND SPIGOT JOINTS WITH 0-RING GASKET REQUIRED. BELLS SHALL COVER TWO FULL CORRUGATIONS ON EACH SIDE OF PIPE. GASKET TO CONFORM TO ASTM F477. 4. INSTALLATION TRENCH WIDTH SHALL BE A MINIMUM OF THE OUTSIDE DIAMETER OF THE PIPE PLUS 4-FEET. 5. HDPE SHALL BE BACKFILLED WITH 4" OF #57 STONE BEDDING UNDER THE PIPE AND TO THE SPRINGLINE OF PIPE. REMAINING BACKFILL SHALL BE INSTALLED IN ACCORDANCE TO CURRENT CITY STANDARDS. 6. COVER SHALL BE A MINIMUM OF 18-INCHES FROM THE OUTSIDE WALL OF PIPE TO FINISHED GRADE. 7. NO HDPE END TREATMENTS ALLOWED. ALL END TREATMENTS SHALL BE REINFORCED CONCRETE. SITE NOTES: 1. THE SITE IS LOCATED IN THE NEUSE RIVER BASIN AND THE SWIFT CREEK WATERSHED 2. THE PLACEMENT OF ANY FILL MATERIAL MUST BE CONDUCTED UNDER THE OBSERVATION OF A QUALIFIED LICENSED GEOTECHNICAL TESTING FIRM 3. ANY RETAINING WALLS (INCLUDING GEOGRID) SHALL NOT BE LOCATED WITHIN A RIGHT-OF-WAY, BUFFER, OR EASEMENT. SEVERAL RETAINING WALLS ON THIS PROJECT ARE WITHIN 6' OF AN EASEMENT AND WILL REQUIRE GEOGRID DESIGN THAT DO NOT ENCROACH INTO THE EASEMENT. RETAINING WALL COMPANY TO PROVIDE DESIGN DRAWINGS TO BE PERMITTED SEPERATELY FROM THE CITY OF DURHAM. PROVIDE 4' FENCE ALONG ALL WALLS THAT ARE GREATER THAN 2.5' HIGH. ADA ACCESS NOTES: ALL ADA ACCESSIBLE LOCATIONS ARE SHOWN ON THE PLAN. THEY INCLUDE, BUT ARE NOT LIMITED TO; ADA PARKING SPACES, SIDEWALK BETWEEN ADA PARKING SPACES AND MAIN BUILDING ENTRANCE, SIDEWALK BETWEEN MAIN BUILDING ENTRANCE AND PUBLIC RIGHT OF WAY. ADA PARKING SPACE MAXIMUM SLOPE IN ANY DIRECTION IS 2%. THIS INCLUDES ALL ADA PARKING SPACES AND ACCESS AISLES. ADA ROUTES MAXIMUM RUNNING SLOPE IS 5% AND MAXIMUM CROSS SLOPE IS 2%. CONTRACTOR SHALL PREPARE FORMS FOR ADA PATHS PRIOR TO POURING CONCRETE OR ASPHALT, CONTRACTOR SHALL VERIFY RUNNING SLOPE AND CROSS SLOPE OF ADA PATHS A SMART LEVEL DEVICE SHALL BE USED TO VERIFY THESE SLOPES. UPON COMPLETION OF OF ALL ADA PATHS, CONTRACTOR SHALL ONCE AGAIN VERIFY THE RUNNING AND CROSS SLOPE OF THESE AREAS WITH A SMART LEVEL. ANY REPAIRS MADE SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 0 40 80 120 SCALE: 1 " = 40' STORMWATER QUANITY AND QUALITY NOTES: SITE AREA: 6.7 ACRES IMPERVIOUS AREA: 3.8 ACRES POST DEVELOPMENT STORMWATER QUANTITY SHALL BE MANAGED BY A BIORETENTION AREA THAT WILL DETAIN THE RUNOFF RATES FOR THE 1-YEAR, 2-YEAR AND 10-YEAR STORM EVENTS TO PRE -DEVELOPMENT RUNOFF RATES. POST DEVELOPMENT STORMWATER QUALITY SHALL BE ACHIEVED BY THE USE OF AN UNDERGROUND INFILTRATION SYSTEM AND A BIORETENTION AREA. BUILDING AVERAGE GRADE TABLE (UDO SECTION 1.5.7): THE BUILDING AVERAGE GRADE IS THE AVERAGE POST DEVELOPMENT GRADE ABOVE SEA LEVEL ALONG THE BUILDING ELEVATION MOST PARALLEL AND CLOSEST TO S. WILMINGTON STREET, WHICH IS THE PRIMARY STREET. HIGHEST GRADE ELEVATION 354.35' LOWEST GRADE ELEVATION 354.35' AVERAGE GRADE ELEVATION 354.35' 3'X20'X 1' THICK CLASS B RIP -RAP d50=6" IN EXISTING SWALE TRITON UNDERGROUND STORMWATER INFILTRATION SYSTEM WITH MAIN HEADER ROW, SEDIMENT FLOOR AND SEDIMENT SUMP rewaerea oThrep'rezen�s rotal rempmnre wnnwall�eeal reo oemema ror aexlapment and renssrumion. The property owner, a r wnwnams, ana ponzide ror romglenre wIM all applireble CM. Stae ana peaewresl lawn This speafipau[M11.l on below is not a permit - fiallnbe orevuea to permit anY Nolmbn pi ah,State or eeaerel iew. All C -1. mint�n Apprw lThlae plis alp.mwsage I...„A eenmumrallre-apbwoval la re awry a naleighneriew onirer M1elaw. me ary will retain a m of tM1e pprevea pans. Any work autM1orVaa by tns approval kept on fik xim the ary. iris my mpa hperalopmemAppm.al Paige? m ary of -gh keview- Digitally signed by Paige Townsend Reason: I am approving this document. Contact Info: Paige Townsend Date: 2022.07.20 15:33:01-04'00' F_ Z O W LL I- I- IZ w O o 0 0 U U W W CL CL CN N O N_ W \ \ fY to r, U NO X 6 Z z O N 13 W z 0 z U 0 J Z a J 'a. V Z 0 O N 0 r a N r U U J z _ � X W O z a `nOf w 0� LaJ W o rn z N X CD W W Z W 0 J 0 U J J_ aQ I- _ a ZO NQ U I- CY O N W O m N of fl d S o a O U SEAL �C A R SST 'Q L 9 9 ' zz �12 /2022 DATE JU LY 12, 2022 ISSUED FOR ;ONSTRUCTION DRAWIN SHEET NO. C300