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HomeMy WebLinkAboutPlan SetEdge of Asphalt PavementEdge of Asphalt Pavement Edge of Asphalt PavementEdge of Asphalt Pavement Edge of Asphalt PavementEdge of Asphalt Pavement Edge of Asphalt PavementEdge of Asphalt Pavement CP-10PBPB Edge of Asphalt PavementEdge of Asphalt Pavement Edge of Asphalt PavementEdge of Asphalt Pavement Edge of Asphalt PavementEdge of Asphalt Pavement Edge of Asphalt PavementEdge of Asphalt Pavement 9+60.77 0+001+002+003+004+005+006+007+008+009+00 PBPB T: \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - G - 0 . 0 0 . d w g MS O R R E N T I N O 11 / 1 1 / 2 0 2 5 4 : 1 6 P M 120 North Boylan Avenue · Raleigh, NC 27603-1423 (919) 828-0531 · thewootencompany.com License Number : F-0115 NOT TO SCALE NOT TO SCALE PROJECT AREA MAP NOT TO SCALE G-0.00 NEW HANOVER COUNTY AUGUST 2025 NORTH CAROLINA CHRIS COUDRIET COUNTY COMMISSIONERS COUNTY MANAGER BILL RIVENBARK, CHAIR LEANN PIERCE, VICE-CHAIR DANE SCALISE STEPHANIE WALKER ROB ZAPPLE VICINITY MAP NORTHE A S T CAPE F E A R RI V E R INTERSTATE INTERSTATE INTERSTATE INTERSTATE INTERSTATE US H I G H W A Y 1 1 7 S N C O L L E G E R D JOHN JAY B U R N E Y J R R W Y MARTIN LUT H E R K I N G J R P K W Y MARKE T S T HOLLY S H E L T E R R D ISLAN D C R E E K R D PROJECT AREA BL U E C L A Y R D HOLLY S H E L T E R R D LU L A N I X O N R D DI A M O N D S H A M R O C K R D ID E A L C E M E N T R D HOLLY S H E L T E R R D PROJECT LOCATION REVISIONS FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTIONHOLLY SHELTER ROAD BUSINESS PARK ROADWAY INFRASTRUCTURE IMPROVEMENTS - PHASE 1 SITE DATA TABLE: SITE ADDRESS: LAT: N034.3620 LONG: W077.8476 EXISTING PARCEL ZONING: I-2-INDUSTRIAL DISTRICT ADJACENT PARCEL ZONING: I-2-INDUSTRIAL DISTRICT PARCEL ID's R01200-002-001-000 R01200-002-009-000 R01200-002-012-000 R01200-002-011-000 R01200-002-010-000 OWNER INFO: SIDBURY LAND & TIMBER LLC 1201 GLEN MEADE RD, WILMINGTON, NC 28401 HILL@CAMERONCO.COM (910) 512-3263 ENGINEER: THE WOOTEN COMPANY 120 N BOYLAN AVE, RALEIGH, NC 27603 ANASTASIA M. WADSWORTH - ENGINEER MATTHEW M. SORRENTINO - SITE DESIGNER AWADSWORTH@THEWOOTENCOMPANY.COM MSORRENTINO@THEWOOTENCOMPANY.COM (919) 828-0531 T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - G - 0 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 5 : 2 6 P M AB B R E V I A T I O N S L E G E N D G-0.01 A AREA ABND ABANDONED ABC AGGREGATE BASE COURSE AFF ABOVE FINISHED FLOOR APRX APPROXIMATE ASPH ASPHALT ASSY ASSEMBLY AVG AVERAGE ARV AIR RELEASE VALVE AZ AZIMUTH AWWA AMERICAN WATER WORKS ASSOCIATION B-B BACK OF CURB TO BACK OF CURB BLDG BUILDING BM BENCHMARK BO BLOW-OFF BOA BLOW-OFF ASSEMBLY BOT BOTTOM BW BARBED WIRE C&G CURB AND GUTTER CB CATCH BASIN C CENTERLINE CIP CAST IRON PIPE CI CURB INLET CLR CLEARANCE CM CONCRETE MONUMENT CMP CORRUGATED METAL PIPE CMU CONCRETE MASONRY UNIT CO CLEAN OUT COMM COMMUNICATIONS CONC CONCRETE CONT CONTINUOUS CSTR CONSTRUCTION CONTR CONTRACTOR COR CORNER CPED CABLE TV PEDESTAL CLVT CULVERT D DEPTH DI DROP INLET DIA DIAMETER DIP DUCTILE IRON PIPE DIM DIMENSION DISCH DISCHARGE DIST DISTANCE DNF DID NOT FIND DOT DEPARTMENT OF TRANSPORTATION DW DOMESTIC WATER DELTA E EAST E-E EDGE OF PAVEMENT TO EDGE OF PAVEMENT EACH EACH EFF EFFLUENT EIP EXISTING IRON PIPE EL ELEVATION ELEC ELECTRIC EPED ELECTRIC PEDESTAL EP EDGE OF PAVEMENT EW EACH WAY EWTR EDGE OF WATER Ex EXISTING EXPJT EXPANSION JOINT FDC FIRE DEPARTMENT CONNECTION FFE FINISHED FLOOR ELEVATION FG FINISHED GRADE FH FIRE HYDRANT FHA FIRE HYDRANT ASSEMBLY FHL FIRE HYDRANT LEG FHV FIRE HYDRANT VALVE FIN FINISH FLG FLAG FLNG FLANGE FM FORCE MAIN FOHH FIBER OPTIC HAND HOLE FOM FIBER OPTIC MARKER FOPD FIBER OPTIC PEDESTAL FP FIRE PROCECTION FPS FEET PER SECOND FT FEET FTG FOOTING G GAS GA GAUGE GALV GALVANIZED GM GAS METER GPM GALLONS PER MINUTE GR GRADE GTV GATE VALVE GV GAS VALVE GYP GYPSUM HCP HANDICAPPED HH HAND HOLE HORZ HORIZONTAL HP HORSE POWER HWA HIGH WATER ALARM HWL HIGH WATER LEVEL ID INSIDE DIAMETER IN INCH IN/HR INCHES PER HOUR INF INFLUENT INT INTERSECTION INV INVERT IPS IRON PIPE SET ISL ISLAND JB JUNCTION BOX KWY KEYWAY L LENGTH LF LINEAR FEET LP LIGHT POLE LT LEFT LWL LOW WATER LEVEL MAX MAXIMUM MATL MATERIAL MECH MECHANICAL MFR MANUFACTURER MH MANHOLE MIN MINMUM MJ MECHANICAL JOINT MON MONUMENT N NORTH NAD 83 NORTH AMERICAN DATUM 83 NCWN NORMAL CROWN NC GRID NORTH CAROLINA GRID NCGS NORTH CAROLINA GEODETIC SURVEY No.NUMBER NOM NOMINAL NTS NOT TO SCALE NWL NORMAL WATER LEVEL N/A NOT AVAILABLE N/R NOT REQUIRED OC ON CENTER OD OUTSIDE DIAMETER OH OVERHEAD ORIG ORIGINAL P PROPERTY LINE PC POINT OF CURVATURE PE PLAIN END PED PEDESTAL PI POINT OF INTERSECTION PIV POST INDICATOR VALVE POB POINT OF BEGINNING POC POINT OF CONNECTION POE POINT OF ENDING PRV PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH PT POINT OR POINT OF TANGENCY PUE PERMANENT UTILITY EASEMENT PVC POLYVINYL CHLORIDE PVMT PAVEMENT R RADIUS RCP REINFORCED CONCRETE PIPE REF REFERENCE REQ'D REQUIRED REINF REINFORCED RET RETAINING REV REVISED RPM REVOLUTIONS PER MINUTE RPZ REDUCED PRESSURE ZONE RT RIGHT R/W RIGHT-OF-WAY S SOUTH SCH SCHEDULE SDMH STORM DRAINAGE MANHOLE SF SILT FENCE SHT SHEET SGNL SIGNAL POLE SPECS SPECIFICATIONS SQ SQUARE SS SANITARY SEWER SSMH SANITARY SEWER MANHOLE SSTL STAINLESS STEEL ST STREE STA.STATION STD STANDARD SYM SYMBOL S/W SIDEWALK T TANGENT TBM TEMPORARY BENCHMARK TCE TEMPORARY CONSTRUCTION EASEMENT TCP TERRA COTTA PIPE TDD TEMPORARY DIVERSION DITCH TEMP TEMPORARY THH TELEPHONE HAND HOLE THK THICK TOC TOP OF CURB TOP TOP OF SLOPE TOW TOP OF WALL TPED TELEPHONE PEDESTAL TPHN TELEPHONE TRANS TRANSFORMER TRFCBX TRAFFIC SIGNAL CONTROL BOX TRFCPL TRAFFIC SIGNAL POLE TYP TYPICAL UMKR UTILITY MARKER UP UTILITY POLE U/G UNDERGROUND VC VERTICAL CURVE VCP VITRIFIED CLAY PIPE VERT VERTICAL VOL VOLUME VPC VERTICAL POINT OF CURVATURE VPI VERTICAL POINT OF INTERSECTION VPT VERTICAL POINT OF TANGENCY WL WATER LINE WM WATER METER WT WEIGHT WV WATER VALVE WTP WATER TREATMENT PLANT WWF WELDED WIRE FABRIC WWTP WASTE WATER TREATMENT PLANT W/WITH YH YARD HYDRANT YI YARD INLET LEGEND Font Style Indicates Existing Features FONT STYLE INDICATES DESIGN FEATURES SURVEY CODE Existing PROPOSED BENCHMARK BM CONCRETE MONUMENT FOUND CMF CONCRETE MONUMENT SET CMS CONTROL POINT CP GEOTECHNICAL BORE BORE IRON PIPE FOUND IPF IRON PIPE SET IPS IRON ROD FOUND IRF IRON ROD SET IRS MAG NAIL FOUND MNF MAG NAIL SET MNS MILE MARKER (HWY)MM MILE MARKER (RR)MM NAIL FOUND NLF NAIL SET NLS PK NAIL FOUND PKF PK NAIL SET PKS PROPERTY LINE TEMPORARY BENCHMARK TBM WETLAND FLAG WLF ROADWAY CODE Existing PROPOSED ASPHALT DRIVEWAY ASPHALT OVERLAY BRICK DRIVEWAY BRICK SIDEWALK / WALKWAY BRIDGE BRDG CONCRETE DRIVEWAY CONCRETE DRIVEWAY (STAMPED) CONCRETE SIDEWALK / WALKWAY SWLK BACK OF CURB BC FACE OF CURB FC EDGE OF PAVEMENT EP FLOWLINE FLOW GUARDRAIL GDRL GRAVEL DRIVEWAY / PATH SOIL DRIVEWAY / PATH UTILITIES CODE Existing PROPOSED CABLE TV CABLE CTV CABLE TV HAND HOLE CHH CABLE TV PEDESTAL CPED UNDERGROUND ELECTRICAL CABLE UGE OVERHEAD ELECTRICAL WIRE OHE ELECTRICAL HAND HOLE EHH ELECTRICAL MANHOLE EMH ELECTRICAL METER EM ELECTRICAL PEDESTAL EPED FIBER OPTIC CABLE FOC FIBER OPTIC HAND HOLE FOHH GAS LINE GL GAS LINE w/SIZE GL GAS METER GM GAS VALVE GV GUY / ANCHOR WIRE GUY LIGHT POLE / AREA LIGHT LP POWER POLE PP STEAM MANHOLE STMH TELECOMMUNICATIONS CABLE COM TELECOMMUNICATIONS MANHOLE TMH TELEPHONE CABLE COM TELEPHONE HAND HOLE THH TELEPHONE PEDESTAL TPED TRAFFIC SIGNAL BOX TFCB TRAFFIC SIGNAL POLE TFCP TRANSFORMER TRNS UTILITY MARKER / WARNING POST WIT UTILITY POLE UP CTV CTV UGE UGE OHE OHE FOC FOC G G _"G COM COM COM COMEASEMENTS Existing PROPOSED ACCESS EASEMENT AE DRAINAGE EASEMENT SDE PUBLIC UTILITY EASEMENT UE/PUE RIGHT-OF-WAY RW RIGHT-OF-WAY (RAILROAD)RRW SEWER EASEMENT SSE TEMPORARY CONSTRUCTION EASEMENT TCE WATER EASEMENT WLE PERMANENT ACCESS EASEMENT PAE AE AE SDE PDE UE PUE RW RRW SSE SSE TCE WLE WLE EROSION CONTROL CODE Existing PROPOSED CHECK DAM RCHK INLET PROTECTION RIP-RAP RPRP LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE @ ACCESS EASEMENT LIMITS OF DISTURBANCE @ EDGE OF PAVEMENT LIMITS OF DISTURBANCE @ RIGHT-OF-WAY LIMITS OF DISTURBANCE @ UTILITY EASEMENT LIMITS OF DISTURBANCE @ TEMPORARY CONSTRUCTION EASEMENT LIMITS OF DISTURBANCE @ TEMPORARY CONSTRUCTION ACCESS RIPARIAN BUFFER - ZONE 1 RBZ1 RIPARIAN BUFFER - ZONE 2 RBZ2 SILT FENCE SF SILT FENCE OUTLET SFOLT SILT FENCE / TREE PROTECTION FENCE SF/TPF SUPER SILT FENCE SSF TREE PROTECTION FENCE TPF WATTLE WTTL WATTLE BARRIER WB LOD LOD/PAE LOD/EP LOD/RW LOD/RW LOD/UE LOD/PUE LOD/TCE LOD/TCA RBZ1 RBZ2 SF SF SF/TPF SSF TPF WB SITE CODE Existing PROPOSED AREA LIGHT / LIGHT POLE LP BOLLARD BOLL BUFFER CURB FLOW LINE FENCE FNC FIRE HOSE HOSE FIRE WATER LINE FWL SIGN SN CUT LINE FILL LINE X X X X HOSE FWL FWL STORM DRAINAGE CODE Existing PROPOSED CATCH BASIN / COMBINATION INLET CB CURB INLET CI DROP INLET DI FLARED END SECTION FES JUNCTION BOX JB DRAINAGE MANHOLE SDMH STORM DRAINAGE PIPE SEWER CODE Existing PROPOSED AIR RELEASE VALVE IN MANHOLE (FORCE MAIN)ARVMH CLEAN OUT SSCO SEWER FORCE MAIN FM SEWER FORCE MAIN w/SIZE FM GRAVITY SEWER LINE SS GRAVITY SEWER LINE w/SIZE SS SEWER MANHOLE SSMH SEWER TEST PORT TPRT FM FM __"FM SS SS _" SS VEGETATION CODE Existing PROPOSED CONIFEROUS TREE CTREE DECIDUOUS TREE DTREE HEDGE / SHRUB ROW HED LANDSCAPING LSCP SHRUB SHB STUMP SHRUB (TO BE REMOVED) TREE (TO BE REMOVED) TREELINE / WOODS WATER CODE Existing PROPOSED AIR RELEASE VALVE IN MANHOLE ARVMH BLOW OFF BO BLOW OFF (TEMPORARY)BO FIRE HYDRANT FH FIRE HYDRANT VALVE FHV PLUG PLG MONITORING WELL MW REDUCER / INCREASER RDCR WATER LINE WL WATER LINE w/SIZE WL WATER METER WM WATER VALVE WV YARD HYDRANT YH WL WL _" WL OTHER CODE Existing PROPOSED FINISHED FLOOR ELEVATION, RIGHT OF ALIGNMENT FFE FINISHED FLOOR ELEVATION, LEFT OF ALIGNMENT FFE ABBREVIATIONS: LVL MMS AMW ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 Notify NC811 Three Full Working Days Before Digging Dial 811 or 1-800-632-4949, or visit www.nc811.org F C PAE PAE _"G T: \ S t a n d a r d s \ C A D D \ C i v i l 3 D \ 0 1 _ T e m p l a t e s \ T W C - C I V L _ T i t l e b l o c k _ 2 4 x 3 6 . d w g E M O R R I S O N 6 / 2 1 / 2 0 2 1 1 : 3 4 P M GE N E R A L N O T E S - S H E E T I N D E X LVL MMS AMW G-0.02 ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 GENERAL NOTES 1)IN ACCORDANCE WITH NORTH CAROLINA STATE LAW, ALL NECESSARY PERMITS AND ENCROACHMENTS SHALL BE OBTAINED PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 2)THROUGHOUT THE DURATION OF THE PROJECT THE CONTRACTOR SHALL MAINTAIN, ON THE PROJECT SITE, A COMPLETE SET OF APPROVED CONSTRUCTION PLANS AND SPECIFICATIONS, INCLUDING ADDENDA, AS WELL AS ALL REQUIRED ENVIRONMENTAL PERMITS, NCDOT ENCROACHMENTS, AND EASEMENTS. 3)CONSTRUCTION AND MATERIAL SPECIFICATIONS SHALL CONFORM TO THE CURRENT NEW HANOVER COUNTY AND NCDOT STANDARDS AND DETAILS AS WELL AS THE CONTRACT DOCUMENTS. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE ENGINEER BEFORE EQUIPMENT OR MATERIALS ARE ORDERED. 4)THE VERTICAL CONTROL POINTS USED IN DETERMINING THE SITE ELEVATIONS SHOWN HEREIN WERE ESTABLISHED USING STATIC DIFFERENTIAL GPS METHODS HOLDING NCGS MONUMENT "INN" AS A FIXED VERTICAL REFERENCE STATION (ELEV = 263.605 M). THE VERTICAL ERROR AFTER ADJUSTMENT IS 0.002M AT A 95% CONFIDENCE LEVEL. THE VERTICAL DATUM IS NGVD 29. 5)A REGISTERED LAND SURVEYOR, AT THE CONTRACTOR'S EXPENSE, SHALL REPLACE PROPERTY IRONS, MONUMENTS, OTHER PERMANENT POINTS AND LINES OF REFERENCE, AND CONSTRUCTION STAKES DISTURBED OR DESTROYED BY THE CONTRACTOR. 6)ONLY AS NECESSARY UTILITIES (I.E., POWER POLES, LIGHT POLES, TELEPHONE, AND CABLE PEDESTALS, ETC.) LOCATED WITHIN THE PROJECT LIMITS TO BE RELOCATED BY RESPECTIVE UTILITY COMPANIES PRIOR TO COMMENCING CONSTRUCTION. COORDINATE WITH UTILITY OWNER TO VERIFY UTILITY REALIGNMENT/RELOCATION WORK IS COMPLETE PRIOR TO START OF CONSTRUCTION. 7)ALL INDIVIDUAL TREES TO REMAIN UNLESS OTHERWISE NOTED ON THE PLAN OR AS DIRECTED BY ENGINEER AND APPROVED BY OWNER. VEGETATION IN PERMANENT EASEMENTS TO BE REMOVED. VEGETATION IN TEMPORARY EASEMENTS TO BE REMOVED ONLY AS NECESSARY FOR CONSTRUCTION. VEGETATION IN THE RIGHT OF WAY TO BE REMOVED IF APPROVED. COORDINATE WITH ENGINEER/OWNER. 8)TEMPORARILY REMOVE MINOR ITEMS AS REQUIRED FOR CONSTRUCTION. MINOR ITEMS SHALL INCLUDE, BUT ARE NOT LIMITED TO: FENCES, LANDSCAPING, MAILBOXES, SIGNS, ETC. REINSTALL ITEMS TO THEIR ORIGINAL CONDITION AT A LOCATION AS CLOSE TO ORIGINAL LOCATION AS PRACTICABLE. 9)APPROXIMATE LOCATION OF EXISTING UTILITIES ARE SHOWN ON DRAWINGS. NOTIFY UTILITY LOCATING SERVICE TO MARK LOCATION OF EXISTING UTILITIES AT LEAST 3 DAYS PRIOR TO COMMENCING CONSTRUCTION ACTIVITY IN ACCORDANCE W/ ALL CURRENT 811 REQUIREMENTS. CONTRACTOR RESPONSIBLE FOR VERIFYING EXACT LOCATION OF THESE EXISTING UTILITIES. THE COST TO REPAIR THESE FACILITIES, IF DAMAGED, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 10)SUPPORT EXISTING POLES, FENCES, CULVERTS, PAVEMENT, UTILITIES, CURBING, AND OTHER STRUCTURES DURING CONSTRUCTION. RESTORE DAMAGED ITEMS TO ORIGINAL CONDITION AT NO ADDITIONAL COST. 11)STAGING AREAS SHALL BE DELINEATED WITH TREE PROTECTION FENCING AROUND EXISTING TREES. 12)SIDEWALK TO JOIN FLUSH WITH ADJACENT EXISTING OR PROPOSED CONCRETE AND ASPHALT DRIVES. 13)CONTRACTOR TO ENSURE ACCESS TO DRIVEWAYS IS MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT. 14)LAND DISTURBANCE FOR THIS PROJECT IS GREATER THAN 1 (ONE) ACRE. EROSION CONTROL PLAN APPROVAL IS REQUIRED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE EROSION CONTROL REQUIREMENTS, DEVICES, MAINTENANCE, ETC. AS INDICATED ON THE PLANS. 15)ONE WEEK PRIOR TO CONNECTIONS BEING MADE TO EXISTING STRUCTURES AND PIPES, A COORDINATION MEETING SHALL BE HELD BETWEEN THE CONTRACTOR, ENGINEER, AND OWNER TO DISCUSS THE CONSTRUCTION PLAN SUBMITTED BY THE CONTRACTOR. 16)THE ENGINEER AND THE OWNER SHALL BE NOTIFIED 24 HOURS PRIOR TO SERVICE INTERRUPTIONS OR CONNECTIONS BEING MADE. ANY SERVICE INTERRUPTED BY THE CONTRACTOR SHALL BE RETURNED TO SERVICE BEFORE THE END OF THE WORKING DAY. CONTRACTOR SHALL MAINTAIN ACCESS FOR VEHICULAR AND PEDESTRIAN TRAFFIC AT ALL TIMES AND FOLLOW ANY OWNER RESTRICTIONS REGARDING HOURS OF OPERATION. 17)SAFETY AND CONVENIENCE OF THE PUBLIC NECESSITATE THAT ALL WORK, INCLUDING EXCAVATION, BE DONE IN SUCH A MANNER AS TO CAUSE MINIMUM TRAFFIC INTERRUPTION, BOTH PEDESTRIAN AND VEHICULAR. UTILITIES SUCH AS FIRE HYDRANTS, VALVES, ETC., SHALL BE ACCESSIBLE AT ALL TIMES. GUTTERS AND DRAINS SHALL BE LEFT OPEN AND CLEAR AT ALL TIMES, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DRAINAGE AROUND HIS WORK. UNLESS SPECIFICALLY WAIVED BY THE PUBLIC WORKS DEPARTMENT, PROVISIONS SHALL BE MADE TO MAINTAIN VEHICULAR TRAFFIC ON ALL STREETS IN WHICH WORK IS IN PROGRESS, AND SUITABLE WALKWAYS SHALL BE MAINTAINED FOR PEDESTRIAN TRAVEL. 18)PAVEMENTS TO BE REMOVED SHALL BE CUT ALONG STRAIGHT LINES WITH AN APPROPRIATE SAW CUT MACHINE. PAVEMENT CUTS OF CITY STREETS SHALL BE REPAIRED THE SAME DAY WITH TEMPORARY OR PERMANENT PATCHES. ONCE WORK HAS BEEN COMPLETED, TEMPORARY PATCHES SHALL BE REPLACED WITH PERMANENT PATCHES. PAVEMENT CUTS WITHIN NCDOT RIGHT OF WAY SHALL NOT BE PERFORMED WITHOUT APPROVED ENCROACHMENT PERMITS ON SITE AND WORK SHALL CONFORM TO THE PERMITS. 19)PAVEMENT STRIPING, MARKINGS, AND DIRECTIONAL ARROWS SHALL FOLLOW NCDOT AND MUTCD STANDARDS. SURVEY NOTES UNLESS OTHERWISE NOTED ALL COORDINATES AND DISTANCES SHOWN HEREON ARE US SURVEY FEET GROUND MEASUREMENTS. MEASUREMENTS HAVE BEEN LOCALIZED AT NC STATE PLANE NAD 83 (2011) COORDINATES NORTH 588,000 SFT AND EAST 2,135,000 SFT AND NAVD 88 ELEVATION 220 SFT YIELDING A COMBINED FACTOR OF 0.9998693172. EROSION CONTROL NOTES: 1.INSTALL SILT FENCE OVER AND AROUND TOP OF EXISTING PIPE AND INLETS AT DISTURBED AREAS. 2.INSTALL SILT FENCE AROUND SPOIL PILES AND STOCK PILES / STAGING AREAS. 3.CONSTRUCTION OPERATIONS SHALL BE LIMITED TO THE LIMITS OF DISTURBANCE LINES SHOWN ON THE PLANS. NO CONSTRUCTION ACTIVITIES SHALL EXTEND BEYOND THESE LIMITS. IF ADDITIONAL LAND IS REQUIRED FOR BORROW OR WASTE, MATERIAL LAY-DOWN, OR STAGING AREAS, THEN THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING THESE LANDS AND ADDITIONAL EROSION CONTROL PERMIT FOR ANY OFFSITE STAGING OR STOCKPILE AREAS. ENSURE BORROW OR WASTE, MATERIAL LAY-DOWN OR STAGING AREAS ARE A MINIMUM OF 50' AWAY FROM DRAIN INLETS, TEMPORARY DIVERSIONS, CHANNELS, AND SURFACE WATER BODIES. 4.PROVIDE EROSION CONTROL MEASURES AROUND STOCK/WASTE PILES AND STAGING AREAS AS APPROVED BY ENGINEER. ENSURE BORROW OR WASTE, MATERIAL LAY-DOWN, STOCK PILES, OR STAGING AREAS ARE AT A MINIMUM OF 50 FEET FROM ANY STORM DRAIN INLET OR SURFACE WATER. 5.PROTECT STORM PIPE INLETS FROM SEDIMENT RUNOFF DUE TO LAND DISTURBING ACTIVITIES WITH SILT FENCE OR ARC FILTER AS APPROPRIATE FOR SITE CONDITIONS. ROCK CHECK DAMS SHALL BE PROVIDED PER GENERAL NOTES. 6.REPLACE DISTURBED STORM PIPE OUTLET PROTECTION WITH EQUAL OR GREATER AMOUNT OF RIP-RAP WITHIN 15 DAYS OF DISTURBANCE. 7.WHERE AREA AROUND OUTLET IS DISTURBED AND NO OUTLET PROTECTION EXISTS, CLASS "1" RIP-RAP SHALL BE PLACED AROUND PIPE OUTLET AS DIRECTED BY ENGINEER. 8.PROVIDE EROSION CONTROL MATTING IN DITCHES AND SWALES AS DIRECTED BY ENGINEER. 9.A TEMPORARY PUMP AROUND SYSTEM MUST BE UTILIZED WHEN OPEN CUTTING CROSS STREAMS. IF NO FLOW IS PRESENT, DIKES ONLY MAY BE UTILIZED AT THE DISCRETION OF THE ENGINEER. 10.ANY SEEPAGE PUMPED OUT OF BORE PITS OR TRENCHES SHALL BE PUMPED THROUGH A DEWATERING BAG. 11.SWEEP PAVED AREAS CLEAN AS NECESSARY TO PREVENT SILT RUNOFF. 12.THE CONTRACTOR SHALL SEED, MULCH AND TACK ALL DISTURBED AREAS WITHIN SEVEN (7) DAYS AFTER BACKFILLING TRENCH. ALL SEDIMENTATION CONTROL MEASURES SHALL BE KEPT IN OPERABLE CONDITION UNTIL A STAND OF GRASS IS ESTABLISHED AND THE AREA IS CAPABLE OF RESISTING EROSION BY WIND AND RAIN. THE CONTRACTOR SHALL INSPECT ALL SILT FENCE AND ROCK CHECK DAMS AT LEAST WEEKLY AND IMMEDIATELY AFTER RAINFALL WHICH RESULTS IN STORMWATER FLOW INTO DITCHES. UPON STABILIZATION OF THE SEEDED AREAS, THE CONTRACTOR SHALL REMOVE SILT FENCE, CHECK DAMS AND OTHER SEDIMENTATION CONTROL MEASURES AS DIRECTED IN THE SPECIFICATIONS. 13.LIMIT TRENCHING OPERATIONS AND DISTURBANCES TO THE LENGTH THAT CAN BE STABILIZED AT THE END OF EACH DAY. Notify NC811 Three Full Working Days Before Digging Dial 811 or 1-800-632-4949, or visit www.nc811.org CAPE FEAR PUBLIC UTILITY AUTHORITY STANDARD NOTES: 1.ALL INDIVIDUALS ENGAGED IN CFPUA PROJECTS MUST ADHERE TO CFPUA TECHNICAL STANDARDS, WHICH ENCOMPASS SPECIFICATIONS, STANDARD DETAILS, THE DESIGN GUIDE MANUAL, AND THE MATERIAL SPECIFICATION MANUAL. THESE DOCUMENTS PROVIDE ESSENTIAL REQUIREMENTS FOR MATERIALS, CONSTRUCTION METHODS, AND DESIGN PRINCIPLES. AN UNDERSTANDING OF THE ABOVE-MENTIONED RESOURCES IS REQUIRED TO AVOID NON-COMPLIANCE ISSUE. 2.ATTENTION: COMPLY WITH NOTES ON APPLICABLE DETAILS. SHEET INDEX Sheet Number Sheet Title G-0.00 COVER G-0.01 ABBREVIATIONS LEGEND G-0.02 GENERAL NOTES - SHEET INDEX G-0.03 TYPICAL SECTIONS G-0.04 OVERALL KEY SHEET G-0.05 OVERALL EASEMENT PLAN G-0.06 OVERALL CONCEPTUAL SITE DEVELOPMENT PLAN C-1.00 EXISTING CONDITIONS & DEMO PLAN C-1.01 EXISTING CONDITIONS & DEMO PLAN C-1.02 EXISTING CONDITIONS & DEMO PLAN C-1.03 EXISTING CONDIONS & DEMO PLAN C-2.00 HOLLY SHELTER RD. PLAN & PROFILE - 0+00.00-5+00.00 C-2.01 HOLLY SHELTER RD. PLAN & PROFILE - 5+00.00-9+03.13 C-2.02 PROPOSED PLAN & PROFILE - 0+00.00-5+50.00 C-2.03 PROPOSED PLAN & PROFILE - 5+50.00-9+50.00 C-2.04 PROPOSED PLAN & PROFILE - 9+50.00-15+00.00 C-2.05 PROPOSED PLAN & PROFILE - 15+00.00-20+50.00 C-2.06 PROPOSED PLAN & PROFILE - 20+50.00-26+00.00 C-2.07 PROPOSED PLAN & PROFILE - 26+00.00-27+31.47 C-2.08 PLUNGE POOL PLAN - 9+50.00-15+00.00 C-2.09 SIGHT DISTANCE EXHIBIT C-2.10 SIGHT DISTANCE EXHIBIT C-3.00 WATER MAIN PLAN AND PROFILE - 0+00.00-13+00.00 C-3.01 WATER MAIN PLAN AND PROFILE - 13+00.00-27+00.00 C-3.02 WATER MAIN PLAN AND PROFILES C-3.03 GRAVITY SEWER PLAN AND PROFILE - 0+00.00-8+00.00 C-3.04 GRAVITY SEWER PLAN AND PROFILE - 8+00.00-21+46.90 C-3.05 FORCE MAIN PLAN AND PROFILE - 0+00.00-13+16.36 C-4.00 HOLLY SHELTER ROADWAY CROSS SECTIONS C-4.01 HOLLY SHELTER ROADWAY CROSS SECTIONS C-4.02 HOLLY SHELTER ROADWAY CROSS SECTIONS C-4.03 BUSINESS PARK ROADWAY CROSS SECTIONS C-4.04 BUSINESS PARK ROADWAY CROSS SECTIONS C-4.05 BUSINESS PARK ROADWAY CROSS SECTIONS C-4.06 BUSINESS PARK ROADWAY CROSS SECTIONS C-4.07 BUSINESS PARK ROADWAY CROSS SECTIONS C-4.08 BUSINESS PARK ROADWAY CROSS SECTIONS C-4.09 BUSINESS PARK ROADWAY CROSS SECTIONS C-4.10 BUSINESS PARK ROADWAY CROSS SECTIONS C-4.11 BUSINESS PARK ROADWAY CROSS SECTIONS C-4.12 BUSINESS PARK ROADWAY CROSS SECTIONS C-4.13 BUSINESS PARK ROADWAY CROSS SECTIONS C-4.14 BUSINESS PARK ROADWAY CROSS SECTIONS C-4.15 BUSINESS PARK ROADWAY CROSS SECTIONS C-4.16 BUSINESS PARK ROADWAY CROSS SECTIONS C-4.17 BUSINESS PARK ROADWAY STORM PROFILES C-5.00 ROADWAY MARKING PLAN C-5.01 ROADWAY MARKING PLAN C-5.02 ROADWAY MARKING PLAN C-5.03 ROADWAY MARKING PLAN C-6.00 EROSION CONTROL - PHASE I C-6.01 EROSION CONTROL - PHASE I C-6.02 EROSION CONTROL - PHASE I C-6.03 EROSION CONTROL - PHASE I C-6.04 EROSION CONTROL - PHASE I C-6.05 EROSION CONTROL - PHASE I C-6.06 EROSION CONTROL - PHASE II C-6.07 EROSION CONTROL - PHASE II C-6.08 EROSION CONTROL - PHASE II C-6.09 EROSION CONTROL - PHASE II C-6.10 EROSION CONTROL - PHASE II C-6.11 EROSION CONTROL - PHASE II C-6.12 EROSION CONTROL - PHASE III C-6.13 EROSION CONTROL - PHASE III C-6.14 EROSION CONTROL - PHASE III C-6.15 EROSION CONTROL - PHASE III C-6.16 EROSION CONTROL - PHASE III C-6.17 EROSION CONTROL - PHASE III C-6.18 SEDIMENT DEVICE SIZING AND DRAINAGE AREAS C-7.00 UTIITY DETAILS C-7.01 UTILITY DETAILS C-7.02 ROADWAY DETAILS C-7.03 EROSION CONTROL DETAILS C-7.04 EROSION CONTROL DETAILS C-7.05 STORM WATER DETAILS EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND CERTIFICATE OF COVERAGE (COC) MUST BE OBTAINED BEFORE ANY LAND DISTURBING ACTIVITIES (INCLUDING TIMBERING AND DEMOLITION) OCCUR. PHASE I 1.EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF COVERAGE MUST BE OBTAINED BEFORE ANY LAND DISTURBING ACTIVITIES (INCLUDING TIMBERING AND DEMOLITION) OCCUR. 2.POST SEDIMENTATION & EROSION CONTROL APPROVAL AT A CONSPICUOUS LOCATION AT THE PROJECT SITE. 3.CALL NCDEQ AT THE WILMINGTON REGIONAL OFFICE - LAND QUALITY SECTION (910-796-7215) TO SCHEDULE A PRE-CONSTRUCTION MEETING AT LEAST 48 HOURS PRIOR TO PROJECT ACTIVATION. 4.CONSTRUCTION ACTIVITIES THAT HAVE AN E&SC PLAN APPROVED ON OR AFTER APRIL 1, 2019 ARE REQUIRED TO FILL OUT AND SUBMIT AN ELECTRONIC NOTICE OF INTENT (E-NOT) FORM. ALL CONSTRUCTION ACTIVITIES AREA REQUIRED TO FOLLOW THE NEW NCG01 PERMIT REGARDLESS OF WHEN THEY ARE APPROVED. 5.EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF COVERAGE (COC) MUST BE OBTAINED BEFORE ANY LAND DISTURBING ACTIVITIES OCCUR. 6.IN ADDITION TO THE REQUIREMENTS OF THIS PLAN AND OUTLINED IN THE PROJECT SPECIFICATIONS, THE CONTRACTOR SHALL ADHERE TO THE LATEST NCDEQ SEDIMENTATION AND EROSION CONTROL MANUAL FOR GUIDANCE ON CONSTRUCTION OF MEASURES REQUIRED BY THIS PLAN. CONTRACTOR SHALL ALSO ADHERE TO THE SELF INSPECTION AND SELF REPORTING AND NPDES AS REQUIRED UNDER THE SEDIMENTATION POLLUTION CONTROL ACT AND NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES, NCG 010000. SEE PLAN SHEET. 7.A RAIN GAUGE WILL BE INSTALLED ON THE SITE, AND A WRITTEN RECORD OF DAILY RAINFALL AMOUNTS SHALL BE RETAINED AND MADE AVAILABLE TO DIVISION OF WATER QUALITY UPON REQUEST. AN APPROVED COPY OF THE E&SC PLAN WITH PLACARD & APPROVAL LETTER, AN APPROVED COPY OF NPDES PERMIT WITH A MINIMUM OF 30 DAYS OF SELF-INSPECTION REPORTS ARE TO BE KEPT ON SITE UNTIL PROJECT CLOSURE. 8.INSTALL CONSTRUCTION ENTRANCE AS INDICATED ON THE DRAWINGS. 9.INSTALL ALL PERIMETER CONTROLS, SEDIMENT BASIN, CHECK DAMS, AND OUTLET PROTECTION AS INDICATED ON THE DRAWINGS. *NOTE: ES MEASURES ARE TO BE INSTALLED AT ANY AREAS USED FOR CONTRACTOR EQUIPMENT STAGING, LAY DOWN/SPOIL/WASTE AREAS. 10.STABILIZE ALL RUNOFF CONVEYANCE SYSTEMS AND INSTALL INLET PROTECTION AND OUTLET PROTECTION AS INDICATED ON THE DRAWINGS. 11.ONCE THE TEMPORARY MEASURES HAVE BEEN INSTALLED, CONTACT THE STATE EROSION CONTROL FIELD ENGINEER REPRESENTATIVE TO REQUEST INSPECTION OF INSTALLED MEASURES PRIOR TO CONSTRUCTION CLEARING AND DEMOLITION. 12.AFTER THE STATE HAS CONDUCTED AN INSPECTION AND PROVIDED AN AUTHORIZATION TO PROCEED, THE REMAINING WORK MAY BEGIN. PHASE II 1. BEGIN EARTHWORK/GRADING AS INDICATED ON THE DRAWINGS. 2.STABILIZE DENUDED AREAS AND STOCKPILE AS SOON AS PRACTICAL. 3.STOCKPILES, LAYDOWN OR WASTE AREAS, CONCRETE WASHOUTS, PORTABLE TOILETS, AND FUELS MUST BE LOCATED AT LEAST 50 FEET AWAY FROM ANY OPEN WATER CONVEYANCES, SUCH AS BASINS, DITCHES, STORM DRAIN INLETS, ETC. THE LOCATION OF THESE ACTIVITIES MAY BE FIELD ADJUSTED IF THE DISTANCE REQUIREMENTS ARE MET. 4.CULVERT INSTALLATION: 4.1.ALL CULVERT SECTIONS, BEDDING MATERIALS, RIPRAP, AND PUMPING EQUIPMENT SPECIFIC TO CULVERT INSTALLATION SHALL BE LOCATED IN DESIGNATED STABILIZED AREAS OUTSIDE OF BUFFER ZONES. 4.2.CONSTRUCT TEMPORARY DIVERSION BERMS OR DIKES TO ISOLATE THE WORK AREA AND DIRECT UPSTREAM FLOW TO THE PUMP INTAKE LOCATION. 4.3.INSTALL A PUMP-AROUND SYSTEM, INCLUDING: 4.3.1.INTAKE SUMP WITH SEDIMENT FILTER OR ROCK CHECK. 4.3.2.PRIMARY AND BACKUP PUMPS SIZED FOR PEAK BASE FLOW. 4.3.3.DISCHARGE LINE ROUTED DOWNSTREAM OF THE WORK AREA WITH ENERGY DISSIPATION (RIPRAP APRON OR OUTLET PROTECTION). 4.4.INSPECT AND TEST PUMP SYSTEM BEFORE EXCAVATION BEGINS. 4.5.DURING ALL PUMPING OPERATIONS, MONITOR FLOW DURING ALL ACTIVE CONSTRUCTION HOURS TO MAINTAIN DOWNSTREAM FLOW AT PRE-CONSTRUCTION LEVELS. 4.6.INSPECT DAILY FOR LEAKS, SEDIMENT DISCHARGE, OR EQUIPMENT FAILURE. MAINTAIN A BACKUP PUMP ON SITE. 4.7.BEGIN EXCAVATION WITHIN ISOLATED AREA TO THE REQUIRED CULVERT SUBGRADE ELEVATION. 4.8.MAINTAIN STABLE SIDE SLOPES OR INSTALL SHORING AS NEEDED. 4.9.DEWATER EXCAVATION AS NECESSARY USING SUMP PUMPS WITH SEDIMENT FILTRATION. 4.10.INSTALL RIPRAP APRONS OR ENERGY DISSIPATORS AT INLET AND OUTLET PER DESIGN PLANS. ENSURE THAT OUTFLOW FROM CULVERTS ARE ROUTED TO SEDIMENT BASINS AS SPECIFIED ON THE CONSTRUCTION PLANS. 4.11.ONCE CULVERT IS INSTALLED AND SLOPES ARE STABILIZED, GRADUALLY DIVERT STREAM FLOW INTO THE NEW STRUCTURE. 4.12.REMOVE THE TEMPORARY PUMP-AROUND AND DIVERSION DIKES. 4.13.RESTORE DISTURBED AREAS TO FINAL GRADE AND STABILIZE IMMEDIATELY. 5.INSTALL WATER, ELECTRIC, AND OTHER PROPOSED UTILITIES AS INDICATED ON THE DRAWINGS. 6.MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING CONSTRUCTION OF THE BUILDING AND INSTALLATION OF UTILITIES. INSPECT DEVICES AFTER EVERY RAINFALL EVENT AND CLEAN BEHIND THE DEVICES WHEN HALF-FULL. REPAIR OR REPLACE ANY MEASURES NOT PERFORMING AS INTENDED. 7.ANY DEWATERING FOR ESC MAINTENANCE OR UTILITY/STORM TRENCHING TO BE DONE THROUGH A SILT BAG. ALL SILT BAGS ARE TO BE CONTINUOUSLY MONITORED DURING OPERATION. 8.ALL DITCHES WILL BE LINED TO THE TOP OF BANK. 9.ANY BARE SOILS BETWEEN DOWNSTREAM TOE OF BASIN OR DIVERSIONS AND PERIMETER MEASURES IS TO BE IMMEDIATELY SEEDED, MULCHED, AND TACKED AFTER INSTALLATION. 10.UPSTREAM AND DOWNSTREAM SEDIMENT BASIN SLOPES WILL BE COVERED WITH A SUITABLE RECP IMMEDIATELY AFTER SEEDING. 11.ANY VEGETATION ALONG THE TOP OF DRAINAGE WAY WILL BE MAINTAINED WITHOUT THE USE OF HEAVY EQUIPMENT. SILT FENCE WILL BE INSTALLED ALONG TOP OF BANK, AND THE STUMPS AND ROOT WADS WILL BE LEFT IN PLACE UNTIL AN APPLICABLE CROSSING IS MADE AND DISTURBED SOILS ARE PERMANENTLY STABILIZED. 12.ALL SEDIMENT CONTAINMENT DEVICES MUST BE MAINTAINED UNTIL ALL AREAS HAVE BEEN STABILIZED WITH THE ESTABLISHMENT OF PERMANENT VEGETATION. 13.PERIMETER MEASURES MUST BE LEFT IN PLACE UNTIL ALL UPLAND AREAS ARE PERMANENTLY STABILIZED. AFTER SITE IS PERMANENTLY STABILIZED, REMOVE ALL TEMPORARY EROSION CONTROL MEASURES, AND PROVIDE PERMANENT SEEDING WHERE TEMPORARY MEASURES HAVE BEEN REMOVED AND GROUND COVER IS NOT ADEQUATE. SEDIMENT BASINS MAY NOT BE REMOVED OR CONVERTED TO PERMANENT SCMS UNTIL ALL UPLAND AREAS ARE PERMANENTLY STABILIZED. 14.BEGIN PAVING AND INSTALL CURB AND/OR CURB AND GUTTER AS INDICATED ON THE DRAWINGS. PHASE III 1.BEGIN FINE GRADING OF SITE. 2.INSTALL PERMANENT SEEDING/SOD AS REQUIRED. COMPLY WITH THE GROUND STABILIZATION REQUIREMENTS AS PER PLANS AND SPECIFICATIONS. GROUND STABILIZATION WILL BE APPLIED WITHIN 14 CALENDAR DAYS FROM LAST LAND DISTURBING ACTIVITY. FOR STEEP SLOPES, THAT AREA MUST BE STABILIZED WITHIN 7 CALENDAR DAYS. FOR CRITICAL AREAS, GROUND STABILIZATION WILL BE APPLIED AT THE END OF THE DAY. 3.PERMANENT GROUNDCOVER SHALL BE ESTABLISHED IN 15 WORKING DAYS OR 90 CALENDAR DAYS, WHICHEVER IS SHORTER. HOWEVER, NPDES GROUNDCOVER REQUIREMENTS TAKE PRECEDENCE. 4.UPON COMPLETION OF FINAL CONSTRUCTION AND ONCE SITE IS 70% STABILIZED, REMOVE ANY ACCUMULATED SEDIMENT FROM SEDIMENT BASINS AND DIVERSION DITCHES. 5.REMOVE ANY ACCUMULATED SEDIMENT FROM STORM DRAINAGE STRUCTURES. 6.REMOVE ALL TEMPORARY MEASURES, AND RE-ESTABLISH GRADES. SEED AND MULCH PER PLANS AND SPECIFICATIONS. 7.REQUEST AN INSPECTION BY THE ENGINEER AND CONTACT THE STATE EROSION CONTROL FIELD ENGINEER REPRESENTATIVE TO REQUEST FINAL INSPECTION. 8.WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT NCDEQ TO CLOSE OUT, VIA INSPECTION REPORT; THE PERMITTEE SHALL VISIT DEQ.NC.GOV /NCG01 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION (E-NOT). A $120 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE E-NOT HAS BEEN CLOSED OUT. PHASED EROSION CONTROL SEQUENCE T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - G - 0 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 5 : 2 6 P M AB B R E V I A T I O N S L E G E N D G-0.01 LVL MMS AMW ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 Notify NC811 Three Full Working Days Before Digging Dial 811 or 1-800-632-4949, or visit www.nc811.org BUSINESS PARK ROAD TYPICAL SECTION PAVEMENT SCHEDULE - FULL DEPTH ASPHALT (WEDGING - USE FOR 6' OR LESS ASPHALT WIDTH) C PROP. MIN. 3" ASPHALT SURFACE COURSE, TYPE S9.5C AT AN AVERAGE RATE OF 336 LBS PER SQ. YD. D PROP. MIN. 4" ASPHALT INTERMEDIATE COURSE, TYPE I19.0C AT AN AVERAGE RATE OF 456 LBS PER SQ. YD. E PROP. MIN. 4" B25.0C ASPHALT CONCRETE BASE COURSE AT AN AVERAGE RATE OF 456 LBS PER SQ. YD. T EARTH MATERIAL NTS 12.5'VARIES VARIESVARIES GR A S S S T R I P GR A S S S H O U L D E R ( M I N . W I D T H 4 ' ) AS P H A L T T R A V E L L A N E DR A I N A G E D I T C H PA V E D S H O U L D E R ( M I N . W I D T H 2 ' ) GR A S S S T R I P GR A S S S H O U L D E R ( M I N . W I D T H 4 ' ) AS P H A L T T R A V E L L A N E DR A I N A G E D I T C H PA V E D S H O U L D E R ( M I N . W I D T H 2 ' ) 16" WATER MAIN FUTURE NATURAL GAS FUTURE FIBER OPTIC LINE 12.5'4'2'14'VARIES (2) 6" CONDUIT FOR UG ELECTRIC ME D I A N ( G R A S S E D ) AS P H A L T T R A V E L L A N E PA V E D S H O U L D E R ( M I N . W I D T H 4 ' ) GR A S S S H O U L D E R DR A I N A G E D I T C H 35' PERMANENT UTILITY/ACCESS EASEMENT FUTURE 16" WATER MAIN 1' INSIDE R.O.W. (INSTALLED BY OTHERS) GENERAL NOTES: 2024 SPECIFICATIONS EFFECTIVE: 01-2024 REVISED: GRADE LINE: GRADING AND SURFACING: THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES MAY BE ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES AS DIRECTED BY THE ENGINEER IN ORDER TO SECURE A PROPER TIE-IN. GRADING AND SURFACING OR RESURFACING AND WIDENING: THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. WHERE NO GRADE LINES ARE SHOWN, THE PROFILES SHOWN DENOTE THE TOP ELEVATION OF THE EXISTING PAVEMENT ALONG THE CENTER LINE OF SURVEY ON WHICH THE PROPOSED RESURFACING WILL BE PLACED GRADE LINES MAY BE ADJUSTED BY THE ENGINEER IN ORDER TO SECURE A PROPER TIE-IN. SHOULDER CONSTRUCTION: ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.01 SIDE ROADS: THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, AND DRIVES ENTERING THIS PROJECT. THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS INVOLVED. BERM DITCHES: BERM DITCHES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. NO. 240.01 AT LOCATIONS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. DRIVEWAYS: DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. 848.02 USING 3 FOOT RADII OR RADII AS SHOWN ON THE PLANS. LOCATIONS OF DRIVES WILL BE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. SUBSURFACE PLANS: NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR SHOULD MAKE HIS OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS. UTILITIES: UTILITY OWNERS ON THIS PROJECT ARE CAPE FEAR, AT&T COMMUNICATIONS, DUKE ENERGY, PIEDMONT NATURAL GAS. RIGHT-OF-WAY MARKERS: ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY CONTRACT. NCDOT STANDARD NOTES 4' UL T I M A T E C / L 2' UL T I M A T E C / L 50' RI G H T O F W A Y 4'VARIES VARIES 100' VARIES MI L L 1 - 1 / 2 " D E E P T O PR O V I D E S T A G G E R E D J O I N T 2% 4% 8% 3:1 SA W C U T P A V E M E N T 9' 3:1 3:1 T C D J 3:1 3:1 STA: 0+00.00 - 9+03.13 HOLLY SHELTER ROAD TYPICAL SECTION NTS C D J T 3:1 3:1 3:1 3:1 2% 4% 8% 2% 2% 2% 2% 4% 8% 2% 1' = 6 " C U R B A N D G U T T E R VARIES 2% AS P H A L T T R A V E L L A N E GR A D E P O I N T GR A D E P O I N T PROPOSED BUSINESS PARK ROAD PROPOSED DESIGN SPEED: 40mph PROPOSED POSTED SPEED: 35mph E;ISTING HOLLY SHELTER ROAD PROPOSED DESIGN SPEED: 60mph PROPOSED POSTED SPEED: 55mph 12" SANITARY SEWER FORCEMAIN 10" SANITARY SEWER GRAVITY MAIN PAVEMENT SCHEDULE - ASPHALT OVER ABC C PROP. MIN. 3" ASPHALT SURFACE COURSE, TYPE S9.5C AT AN AVERAGE RATE OF 336 LBS PER SQ YD D PROP. MIN. 4" ASPHALT INTERMEDIATE COURSE, TYPE I19.0C AT AN AVERAGE RATE OF 456 LBS PER SQ YD. J PROP. MIN. 8" ABC STONE BASE T EARTH MATERIAL 1' PE R M A N E N T D R A I N A G E E A S E M E N T 30' 25' PERMANENT UTILITY/ACCESS EASEMENT 1' = 6 " C U R B A N D G U T T E R 12' LA N E L I N E 2' LA N E L I N E 2' EOR 1'MILL 1-1/2" DEEP 1' BEYOND ULTIMATE CENTER NOTES: 1. ALL GRASS SHOULDERS AND GRASS STRIPS TO HAVE 4 OF TOPSOIL. 2. MEDIAN TO HAVE 4 OF TOPSOIL IN GRASSED AREA. X R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W PBPB R/W R/W PR. DRAINAGE AREA 1 34.49 AC PR. DRAINAGE AREA 3 78.48 AC PR. DRAINAGE AREA 4 21.23 AC PR. DRAINAGE AREA 6 18.64 AC PR. DRAINAGE AREA 8 17.44 AC PR. DRAINAGE AREA 7 13.28 AC PR. DRAINAGE AREA 1A 0.89 AC 0.34 AC - IMP 0.55 AC- LAWN PR. DRAINAGE AREA 8A 0.89 AC 0.34 AC - IMP 0.55 AC- LAWN PR. DRAINAGE AREA 3A 1.45 AC 0.61 AC - IMP 0.84 AC- LAWN PR. DRAINAGE AREA 6A 1.45 AC 0.61 AC - IMP 0.84 AC- LAWN PR. DRAINAGE AREA 4A 0.82 AC 0.25 AC - IMP 0.57 AC- LAWN PR. DRAINAGE AREA 5A 0.82 AC 0.25 AC - IMP 0.57 AC- LAWN PR. DRAINAGE AREA 3B 13.70 AC PROPOSED BUSINESS PARK ROAD T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - G - 0 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 5 : 2 6 P M OV E R A L L K E Y S H E E T G-0.04 LVL MMS AMW ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 C-1.00 C-2.00 C-4.00 C-1.00 C-2.01 C-4.00 C-1.01 C-2.02 C-4.01 C-1.01 C-2.03 C-4.01 C-1.02 C-2.04 C-4.02 C-1.02 C-2.05 C-4.02 C-1.03 C-2.06 C-4.03 C-1.03 C-2.07 C-4.03 C-2.08 0 50'100'200' SCALE: 1"=100' HORZ. EQUIPMENT AND STAGING AREA FUTURE ROADWAY EXTENSION AND GRADING (BY OTHERS) X R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W W FM FM FM SSSSSSSS SS SS W W W SSSS E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E SS WWWW FMR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W PBPB 30' 5' 25'10' 35' LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LO D / T C E LOD/TCE PD E PD E PD E PD E PD E PD E LO D / T C E LO D / T C E LO D / T C E PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE PU E PUE P U E PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE LO D LO D LO D LO D LO D LO D PDE PDE R/W R/W 68 ' 88 ' PROPOSED BUSINESS PARK ROAD T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - G - 0 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 5 : 2 6 P M OV E R A L L E A S E M E N T P L A N G-0.05 LVL MMS AMW ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 C-1.00 C-2.00 C-4.00 C-1.00 C-2.01 C-4.00 C-1.01 C-2.02 C-4.01 C-1.01 C-2.03 C-4.01 C-1.02 C-2.04 C-4.02 C-1.02 C-2.05 C-4.02 C-1.03 C-2.06 C-4.03 C-1.03 C-2.07 C-4.03 C-2.08 0 50'100'200' SCALE: 1"=100' HORZ. EQUIPMENT AND STAGING AREA EASEMENT LEGEND LIMITS OF DISTURBANCE/TEMPORARY CONSTRUCTION EASEMENT PERMANENT DRAINAGE EASEMENT PERMANENT UTILITY EASEMENT & PERMANENT ACCESS EASEMENT PERMANENT UTILITY EASEMENT LIMITS OF DISTURBANCE LOD/TCE PDE PUE LOD PUE/PAE FUTURE ROADWAY EXTENSION AND GRADING (BY OTHERS) RB Z2 RB Z 2 RB Z2 RB Z2RB Z2 R B Z 2 R B Z 2 FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R / W R/ W R / W R / W R / W R / W R / W R / W R / W R / W R / W R / W R / W R/ W R / W R / W R / W R / W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL 16 20 24 28 32 36 40 -1+00 0+00 1+00 2+00 -1+00 0+00 1+00 2+00 X R / W R/ W R / W R / W R / W R / W R / W R / W R / W R / W R / W R / W R / W R/ W R / W R / W R / W R / W PBPB HOLLY S H E L T E R R O A D (SR-10 0 2 ) W W W W W W W W W W W W W W W W LOT 3- 11.3 AC BLDG. SQ.FT. 60,300 LOT 3- 11.3 AC BLDG. SQ.FT. 67,600 LOT 1- 19.8 AC BLDG. SQ.FT. 321,900 LOT 2- 30.1 AC BLDG. SQ.FT. 321,900 LOT 7- 28.9 AC BLDG. SQ.FT. 90,000 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R / W R / W R / W R/W R/W R/W R/W R / W R / W R / W R / W R / W R / W R / W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R / W R / W R / W R / W R / W R / W R/W R/W R/W R/ W LOT 4- 11.7 AC BLDG. SQ.FT. 90,000 LOT 6 - 21.4 AC BLDG. SQ.FT. 120,000 ADDITIONAL 210,000 SQ.FT. LOT 10- 98.1 AC BLDG. SQ.FT. 1,000,000 LOT 8- 33.1 AC BLDG. SQ.FT. 500,000 LOT 9 - 24.2 AC BLDG. SQ.FT. 150,000 LOT 5- 26.5 AC BLDG. SQ.FT. 112,000 LOT 9 - 24.2 AC BLDG. SQ.FT. 150,000 LOT 9 - 24.2 AC BLDG. SQ.FT. 200,000 PROPOSED SEWER PUMP STATION P R O P O S E D B U S I N E S S P A R K R O A D T: \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - G - 0 . 0 0 . d w g MS O R R E N T I N O 11 / 1 1 / 2 0 2 5 4 : 1 3 P M OV E R A L L C O N C E P T U A L S I T E D E V E L O P M E N T P L A N G-0.06 LVL MMS AMW ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 WETLANDS (TYP) RELATIVELY PERMANENT WATER (TYP) FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL LO D / T C E LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 0+00 1+00 2+00 3+00 4+00 5+00 UP MILL 1-1/2" DEEP SAW CUT AND REMOVE EX. PAVEMENT 29 28 27 26 262728 29 30 29 2828 30 29 26 26272829 30 32 34 3 2 30 30 28 29 2727 28 30 EX. HOLLY SHELTER ROAD CENTER LINE N224515.11 E2347019.68 10 ' 5' HOLLY SHELTER ROAD (SR-1002) FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC XXXXX OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL FM FM FM LO D / T C E LO D / T C E LO D / T C E LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D 9+60.77 5+00 6+00 7+00 8+00 9+00 E X . 1 0 0 ' N C D O T R . O . W EX I S T I N G T I M B E R D R I V E (G R A V E L / S O I L ) E X . 1 0 0 ' N C D O T R . O . W CP-4: CP-04 N: 224859.95 E: 2347834.88 ELEV.: 28.96' Inv=24.54'(TO BE REMOVED)Inv=24.44' 30" CMP 28 28 29 30 30 29 28 2726 262728 2930 32 32 30 28 28 29 3030 29 27 28 26 2627 2 9 2 8 2 7 2 6 2 5 2 6 2 7 28 292 9 2 8 27 2 6 2 6 2 7 28 2 8 29 29 29 2 9 2827 26 26 27 28 PR O P . B U S I N E S S P A R K R O A D HOLLY SHELTER ROAD (SR-1002) 100' FUTURE RIGHT-OF-WAY MB:72 PG:357 10 ' 5' T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 1 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 5 : 5 5 P M EX I S T I N G C O N D I T I O N S & D E M O P L A N 0 10'20'40' SCALE: 1"=20' HORZ. LVL MMS AMW C-1.00 ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 MA T C H L I N E - 5 + 0 0 . 0 0 MA T C H L I N E - 5 + 0 0 . 0 0 NOTE: TREE CLEARING AND GRUBBING LIMITS SHALL BE INSIDE THE LOD LINE. EXISTING SWING FENCE TO BE REMOVED N224847.15 E2347859.54 MILL 1-1/2" DEEP TO PROVIDE STAGGERED JOINT SAW CUT AND REMOVE EX. PAVEMENT (RPW) RELATIVELY PERMANENT WATER (TYP) LEGEND: MILL PAVEMENT SAWCUT AND REMOVE PAVEMENT TREE LINE TO BE REMOVED FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C X X X X X OH E OH E OH E OH E OH E OH E FM FM FM FM FM FM FM R/ W R/ W R/ W R/ W R/ W R/ W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/ W R/ W R/ W R/ W R/ W R/ W R/ W WL WL WL WL WL WL WL FMFMFM LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LO D LO D LO D LO D LO D 8+ 0 0 9+ 0 0 0+00 1+00 2+00 3+00 4+00 5+00 BP : 0 + 0 0 . 0 0 PI : 1 + 9 8 . 7 8 PI : 2 + 2 5 . 2 5 PI : 3 + 0 0 . 5 3 EXISTING TIMBER DRIVE (GRAVEL / SOIL) EXISTING TIMBER DRIVE (GRAVEL / SOIL) WOOD TRASH EDGE WOOD TRASH PILE 10FT (TO BE REMOVED) (TO BE REMOVED) CP-4: CP-04 N: 224859.95 E: 2347834.88 ELEV.: 28.96' Inv=24.54' (T O B E R E M O V E D ) Inv=24.44' 3 0 " C M P 282726 25 26 27 28 29 292827262627 28 28 29 29 2 8 2 7 26 28 (RPW) RELATIVELY PERMANENT WATER (TYP) 28 29 29 28 2 7 2 6 2 6 2 7 2 8 30 28 272625 252627 29 29 28 27262524 252627 30292827 2625 252627 28 PROP. BUSINESS PARK ROAD CENTER LINE 10 0 ' F U T U R E R I G H T - O F - W A Y MB : 7 2 P G : 3 5 7 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE 6+00 7+00 8+00 9+00 WOOD TRASH PILE (TO BE REMOVED) Inv=24.95'Inv=25.02' 36" CMP (TO BE REMOVED) LOG AREA (TO BE REMOVED)10 0 ' F U T U R E R I G H T - O F - W A Y MB : 7 2 P G : 3 5 7 EXISTING TIMBER DRIVE (GRAVEL / SOIL) CP-11: CP-11N: 224259.69E: 2348073.00ELEV.: 30.41' 29 30 30 2928272625252627 28 28 28 272625 25262728 29 29282726 29 PROP. BUSINESS PARK ROAD CENTER LINE T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 1 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 5 : 5 5 P M EX I S T I N G C O N D I T I O N S & D E M O P L A N LVL MMS AMW C-1.01 ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 MA T C H L I N E - 5 + 5 0 . 0 0 0 10'20'40' SCALE: 1"=20' HORZ. MA T C H L I N E - 5 + 5 0 . 0 0 MA T C H L I N E - 9 + 5 0 . 0 0 NOTE: TREE CLEARING AND GRUBBING LIMITS SHALL BE INSIDE THE LOD LINE. HO L L Y S H E L T E R R O A D (S R - 1 0 0 2 ) N224812.45 E2347770.67 SAW CUT AND REMOVE EX. PAVEMENT LEGEND: MILL PAVEMENT SAWCUT AND REMOVE PAVEMENT TREE LINE TO BE REMOVED R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LO D / T C E LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE 10+00 11+00 12+00 13+00 14+00 15+00 EXISTING TIMBER DRIVE (GRAVEL / SOIL) Inv=22.96' Inv=22.14' 24" CPP (TO BE REMOVED) E X I S T I N G T I M B E R D R I V E (G R A V E L / S O I L ) 10 0 ' F U T U R E R I G H T - O F - W A Y MB : 7 2 P G : 3 5 7 (RPW) RELATIVELY PERMANENT WATER (TYP) PROP. BUSINESS PARK ROAD CENTER LINE CP-10: CP-10N: 223710.50E: 2348277.00ELEV.: 28.46' 23 252627 24 28 29 28 27262524 2526 27 28 28 27 27 28 29 2 8 2 7 2 6 2 5 2 4 2 3 2 4 2 5 2 6 2 7 2 8 2 7 2 6 2 5 2 4 2 4 2 5 2 6 2 6 28 28 27 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LO D / T C E LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE 15+00 16+00 17+00 18+00 19+00 20+00 10 0 ' F U T U R E R I G H T - O F - W A Y MB : 7 2 P G : 3 5 7 EXISTING TIMBER DRIVE (GRAVEL / SOIL) (RPW) RELATIVELY PERMANENT WATER (TYP) PROP. BUSINESS PARK ROAD CENTER LINE 23 23242526 2827 29 29 28272625 252627 28 28 27 28 28 27 2 7 2827262525262728 29 2827262524 242526 T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 1 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 5 : 5 5 P M EX I S T I N G C O N D I T I O N S & D E M O P L A N LVL MMS AMW C-1.02 ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 MA T C H L I N E - 9 + 5 0 . 0 0 MA T C H L I N E - 1 5 + 0 0 . 0 0 0 10'20'40' SCALE: 1"=20' HORZ. MA T C H L I N E - 1 5 + 0 0 . 0 0 MA T C H L I N E - 2 0 + 5 0 . 0 0 NOTE: TREE CLEARING AND GRUBBING LIMITS SHALL BE INSIDE THE LOD LINE. TREE LINE TO BE REMOVED R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE 21+00 22+00 23+00 24+00 25+00 26+00 BP: 0+00.00 EP: 1+66.04 RB Z 2 RB Z 2 RB Z 2 RB Z2 RB Z2 (RPW) RELATIVELY PERMANENT WATER (TYP) PROP. BUSINESS PARK ROAD CENTER LINE EXISTING TIMBER DRIVE (GRAVEL / SOIL) 27262524 2425262728 29 29 28272625 25262728 28 28 28 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W LOD / T C E LOD/TCE LOD/TCE LOD/TCE LOD/TCE LO D / T C E LOD/TCE LOD / T C E LOD/TCE LOD/ T C E LO D LO D LO D LOD LO D 26+00 27+00 RB Z2 R B Z 2 R B Z 2 RB Z 2 RB Z 2 10 0 ' F U T U R E R I G H T - O F - W A Y MB : 7 2 P G : 3 5 7 EXISTING TIMBER DRIVE (GRAVEL / SOIL) (RPW) RELATIVELY PERMANENT WATER (TYP) PROP. BUSINESS PARK ROAD CENTER LINE 2829 29 2827 262524 24252627 28 28 272625 252627 28 27 28 2 8 2 7 2 6 2 6 2 7 2 8 2 9 3 0 3 0 3 0 50' WETLAND BOUNDARY T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 1 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 5 : 5 5 P M EX I S T I N G C O N D I O N S & D E M O P L A N LVL MMS AMW C-1.03 ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 MA T C H L I N E - 2 0 + 5 0 . 0 0 0 10'20'40' SCALE: 1"=20' HORZ. MA T C H L I N E - 2 6 + 0 0 . 0 0 NOTE: TREE CLEARING AND GRUBBING LIMITS SHALL BE INSIDE THE LOD LINE. MA T C H L I N E - 2 6 + 0 0 . 0 0 50 ' TREE LINE TO BE REMOVED FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL UP E X . 1 0 0 ' N C D O T R . O . W HOLLY SHELTER ROADCENTER LINE EX. EDGE OF PAVEMENT (TYP) 30' PERMANENT DRAINAGE EASEMENT HOLLY SHELTER ROAD (SR-1002) PD E PDE PDE PDE PDE PDE PDE PDE PDE PDE PDE PDE PDE PDE PDE PDE PDE PDE PDE PDE PDELO D / T C E LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 27 27 28 29 30 28 29 28 27 26 26 27 28 29 282726 26 28 27 29 30 2828 29 30 30 292827262627 28 29 29 5' TEMPORARY CONSTRUCTION EASEMENT N224515.11 E2347019.68 0+00 1+00 2+00 3+00 4+00 5+00 30 29 28 27 26 26 27 28 29 30 END TAPER STA: 4+00.00 OFST: 34.00' (RT) BEGIN TAPER STA: 0+00.00 OFST: 13.89' (RT) 16" WATER MAIN (BY OTHERS) PROP. HOLLY SHELTER ROAD IMPROVEMENTS SEE C-400 SHEETS FOR ROADWAY MARKING PLAN 30 29 28 27 26 26 27 28 29 30 29 28 27 2626 27 28 29 24 26 28 30 32 34 36 38 24 26 28 30 32 34 36 38 -0+20 0+00 1+00 2+00 3+00 4+00 5+00 0.15% -0.01%-0.02% 0.29%-0.32% DITCH C/L EXISTING GRADE @ C/L OF HOLLY SHELTER RD T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 2 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 6 : 0 6 P M HO L L Y S H E L T E R R D . P L A N & P R O F I L E - 0 + 0 0 . 0 0 - 5 + 0 0 . 0 0 0 10'20'40' SCALE: 1"=20' HORZ. LVL MMS AMW C-2.00 MA T C H L I N E - 5 + 0 0 . 0 0 0' 1' 2' SCALE: 1"=2' VERT. R Know what's below. Call before you dig. NORTH CAROLINA ONE-CALL CENTER INC. DIAL 811 or 1-800-632-4949 3 BUSINESS DAYS BEFORE DIGGING www.ncocc.org EASEMENT LEGEND LIMITS OF CONSTRUCTION / TEMPORARY CONSTRUCTION EASEMENT PUBLIC DRAINAGE EASEMENT PERMANENT UTILITY EASEMENT & PERMANENT ACCESS EASEMENT PERMANENT UTILITY EASEMENT LIMITS OF DISTURBANCE PDE PUE LOD PUE/PAE LOD/TCE ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 24 26 28 30 32 34 36 38 24 26 28 30 32 34 36 38 5+00 6+00 7+00 8+00 9+00 9+20 0.15% -0.15% -0.16%-0.08%-0.06% DITCH C/L EXISTING GRADE @ C/L OF HOLLY SHELTER RD FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL FM FM FM HOLLY SHELTER ROADCENTER LINE EX. EDGE OF PAVEMENT (TYP) HOLLY SHELTER ROAD (SR-1002) LO D / T C E LO D / T C E LO D / T C E PDE PDE PDE PDE PDE PDE PDE PDE PDE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE PU E / P A E PU E / P A E PU E / P A E PU E PU E PU E PU E / P A E PU E / P A E PU E / P A E LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D 28 28 29 30 30 27 28 2726 26 29 28 2726 2628 29 28 29 29 28 27 26 26 30' PERMANENT DRAINAGE EASEMENT 5' LIMITS OF DISTURBANCE / TEMPORARY CONSTRUCTION EASEMENT (TYP) TEMPORARY CONSTRUCTION EASEMENT 9+60.77 5+00 6+00 7+00 8+00 9+00 0+ 0 0 1+ 0 0 BP: 0+00.00 W FM FM LP: 1+00.55 W 0+ 0 0 1+ 0 0 E E E E E E E E N224847.15 E2347859.54 100' FUTURE RIGHT-OF-WAY MB:72 PG:357 E X . 1 0 0 ' N C D O T R . O . W EX I S T I N G T I M B E R D R I V E (G R A V E L / S O I L ) PT STA: 1+00.19 OFST: 17.50' (RT) PT STA: 0+90.00 OFST: -29.50' (LT) R/ W R/ W R/ W R/ W R/ W R/ W 16 " C - 9 0 0 D R 1 8 W A T E R M A I N 29 2 9 303132 PC STA: 7+22.79 OFST: 34.00' (RT) PC STA: 9+03.01 OFST: 24.02' (RT) 12 " C - 9 0 0 D R 1 8 F O R C E M A I N 16" WATER MAIN (BY OTHERS) PROP. HOLLY SHELTER ROAD IMPROVEMENTS 30 28 2626 28 29 27 27 29 28 27 27 28 28 27 27 28 28 29 28 27 26 26 27 28 30 27 2 9 29 29 29 T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 2 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 6 : 0 6 P M HO L L Y S H E L T E R R D . P L A N & P R O F I L E - 5+ 0 0 . 0 0 - 9 + 0 3 . 1 3 LVL MMS AMW C-2.01 0 10'20'40' SCALE: 1"=20' HORZ.0' 1' 2' SCALE: 1"=2' VERT. R Know what's below. Call before you dig. NORTH CAROLINA ONE-CALL CENTER INC. DIAL 811 or 1-800-632-4949 3 BUSINESS DAYS BEFORE DIGGING www.ncocc.org MA T C H L I N E - 5 + 0 0 . 0 0 INTERSECTION: HOLLY SHELTER RD - PROPOSED BUSINESS ROAD N224812.50 E2347770.62SEE C-400 SHEETS FOR ROADWAY MARKING PLAN SEE SHEET C-3.00 FOR TIE IN SEE SHEET C-3.00 FOR TIE IN (RPW) RELATIVELY PERMANENT WATER (TYP) 25' PERMANENT UTILITY & ACCESS EASEMENT10' 25' PERMANENT UTILITY & ACCESS EASEMENT 10' PERMANENT UTILITY EASEMENT EASEMENT LEGEND LIMITS OF CONSTRUCTION / TEMPORARY CONSTRUCTION EASEMENT PUBLIC DRAINAGE EASEMENT PERMANENT UTILITY EASEMENT & PERMANENT ACCESS EASEMENT PERMANENT UTILITY EASEMENT LIMITS OF DISTURBANCE PDE PUE LOD PUE/PAE LOD/TCE ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 NOTE: 1.SEE C-3.00 SHEETS FOR UTILITY PLAN AND PROFILE. FO C FO C FO C FO C FO C FO C FO C OH E OH E OH E OH E OH E OH E R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/ W R/ W R/ W R/ W R/ W R/ W R/ W WL WL WL WL WL WL WL FMFMFM EXISTING TIMBER DRIVE (GRAVEL / SOIL) LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE PD E PD E PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE LO D LO D LO D LO D LO D 2 8 2 8 29 30 2 9 2 8 27 26 26 2 8 28 10 0 ' F U T U R E R I G H T - O F - W A Y MB : 7 2 P G : 3 5 7 8+ 0 0 9+ 0 0 0+00 1+00 2+00 3+00 4+00 5+00 BP : 0 + 0 0 . 0 0 PI : 1 + 9 8 . 7 8 PI : 2 + 2 5 . 2 5 PI : 3 + 0 0 . 5 3 W W W W W W FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM LP : 1 + 0 0 . 5 5 HP : 2 + 6 3 . 3 4 W W W 2 9 28 2 7 2 6 2 8 30 0+00 1+00 2+00 3+00 4+00 5+00 E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E W W W 10 0 ' F U T U R E R I G H T - O F - W A Y MB : 7 2 P G : 3 5 7 EXISTING TIMBER DRIVE (GRAVEL / SOIL) 12 ' 12 ' 12 ' PT STA: 1+00.19 OFST: 17.50' (RT) PT STA: 0+90.00 OFST: -29.50' (LT) MEDIAN START STA: 2+24.50 OFST: 0.00' () R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 16" C-900 DR18 WATER MAIN 282 7 2 6 2 6 2 7 2 8 2 8 28 2725 25262728 30 2 9 30 29 28 27 26 2524 2425262728 27 26 26 27 28 29 282726 25 252627282828 2 9 29 303132 PC PC STA: 9+03.01 OFST: 24.02' (RT) 12" C-900 DR18 FORCE MAIN PROP. BUSINESS PARK ROAD SEE C-400 SHEETS FOR ROADWAY MARKING PLAN EDGE OF PAVEMENT (RPW) RELATIVELY PERMANENT WATER (TYP) GRASSED MEDIAN 28 27 27 28 28 27 27 28 28 2 9 2 8 27 26 26 27 28 30 28 28 27 29 29 2 7 27 29 29 29 28 28 29 28 2929 28 28 29 30 30 29 29 29 29 30 30 28 18 20 22 24 26 28 30 32 34 36 38 18 20 22 24 26 28 30 32 34 36 38 -0+20 0+00 1+00 2+00 3+00 4+00 5+00 5+50 R. O . W 0.15% 1.57% 0.46% 0.40% 1.03% 0.41% EX. GRADE GR A D E B R E A K ST A : 0 + 0 0 . 0 0 EL E V : 3 0 . 1 0 5 GR A D E B R E A K ST A : 0 + 3 0 . 0 0 EL E V : 2 9 . 5 0 6 -1.04%1.02% -2.00% PVI STA: 2+42.75 PVI ELEV: 30.23 K: 45.00 50.59 VC 2+ 1 7 . 4 5 29 . 9 7 2+ 6 8 . 0 4 30 . 2 0 PVI STA: 0+99.99 PVI ELEV: 28.78 K: 45.00 92.89 VC 0+ 5 3 . 5 5 29 . 2 6 1+ 4 6 . 4 3 29 . 2 5 16" C-900 DR18 WATER MAIN 12" C-900 DR18 FORCE MAIN 4' M I N . 16" WATER MAIN (BY OTHERS) 12" FORCE MAIN - MAINTAIN MIN. 4' OF COVER FROM PROPOSED GRADE ABOVE PIPE. SEE ROADWAY CROSS SECTIONS AND UTILITY PLAN AND PROFILE SHEETS. 16" WATER MAIN - MAINTAIN MIN. 4' OF COVER FROM PROPOSED GRADE ABOVE PIPE. SEE ROADWAY CROSS SECTIONS AND UTILITY PLAN AND PROFILE SHEETS. DITCH C/L (W) DITCH C/L (E) PROP. GRADE @ C/L OF ROADWAY -0.10% 12" FORCE MAIN (BY OTHERS) T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 2 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 6 : 0 7 P M PR O P O S E D P L A N & P R O F I L E - 0 + 0 0 . 0 0 - 5 + 5 0 . 0 0 LVL MMS AMW C-2.02 MA T C H L I N E - 5 + 5 0 . 0 0 0 10'20'40' SCALE: 1"=20' HORZ.0' 1' 2' SCALE: 1"=2' VERT. R Know what's below. Call before you dig. NORTH CAROLINA ONE-CALL CENTER INC. DIAL 811 or 1-800-632-4949 3 BUSINESS DAYS BEFORE DIGGING www.ncocc.org SEE C-3.00 SHEETS FOR UTILITY PLAN AND PROFILES 16" WATER MAIN (BY OTHERS) NOTES: 1. SEE C-3.00 SHEETS FOR UTILITY PLAN AND PROFILE. 2. IDENTIFICATION SIGNING OR LANDSCAPE VEGETATION WITHIN THE MEDIAN AND THE SIGHT DISTANCE TRIANGLE MUST NOT OBSTRUCT THE DRIVERS LINE OF SIGHT NO LANDSCAPING OR SIGNING WILL BE ALLOWED TO EXCEED 42" IN HEIGHT, MEASURED FROM EDGE OF PAVEMENT WITHIN THE MEDIAN OR SIGHT TRIANGLE. EASEMENT LEGEND TEMPORARY CONSTRUCTION EASEMENT PUBLIC DRAINAGE EASEMENT PERMANENT UTILITY EASEMENT & PERMANENT ACCESS EASEMENT PERMANENT UTILITY EASEMENT LIMITS OF DISTURBANCE TCE PDE PUE LOD PUE/PAE 25 ' P E R M A N E N T UT I L I T Y & A C C E S S EA S E M E N T 10 ' 25 ' P E R M A N E N T UT I L I T Y & A C C E S S EA S E M E N T 10 ' TEMPORARY CONSTRUCTION EASEMENT ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 SEE C-3.00 SHEETS FOR UTILITY PLAN AND PROFILES 20 22 24 26 28 30 32 34 36 20 22 24 26 28 30 32 34 36 5+50 6+00 7+00 8+00 9+00 9+50 0.46% EX. GRADE -0.10% 0.40% 12" C-900 DR18 FORCE MAIN 4' M I N . DITCH C/L (W) DITCH C/L (E) PROP. GRADE @ C/L OF ROADWAY 16" C-900 DR18 WATER MAIN R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE 6+00 7+00 8+00 9+00 W W W W W W FM FM FM FM FM FM FM FM FM FM FM FM FM FM W W W 5+00 6+00 7+00 8+00 E E E E E E E E E E E E E E E E E E E E E E E E E E E E W W W W W 12" C-900 DR18 FORCE MAIN 10 0 ' F U T U R E R I G H T - O F - W A Y MB : 7 2 P G : 3 5 7 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 16" C-900 DR18 WATER MAIN 28 29 28 28 28272625 2424 2526272829 30 30 29 282726 25252627 2929 3031 SEE C-400 SHEETS FOR ROADWAY MARKING PLAN (RPW) RELATIVELY PERMANENT WATER (TYP) GRASSED MEDIAN PROP. BUSINESS PARK ROAD EDGE OF PAVEMENT 28 27 26 26 27 28 29 29 28 27 26 26 27 28 28 2929 28 29 29 28 2727 28 29 29 28 27 27 28 29 29 T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 2 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 6 : 0 7 P M PR O P O S E D P L A N & P R O F I L E - 5 + 5 0 . 0 0 - 9 + 5 0 . 0 0 LVL MMS AMW C-2.03 MA T C H L I N E - 5 + 5 0 . 0 0 MA T C H L I N E - 9 + 5 0 . 0 0 0 10'20'40' SCALE: 1"=20' HORZ.0' 1' 2' SCALE: 1"=2' VERT. R Know what's below. Call before you dig. NORTH CAROLINA ONE-CALL CENTER INC. DIAL 811 or 1-800-632-4949 3 BUSINESS DAYS BEFORE DIGGING www.ncocc.org EASEMENT LEGEND TEMPORARY CONSTRUCTION EASEMENT PUBLIC DRAINAGE EASEMENT PERMANENT UTILITY EASEMENT & PERMANENT ACCESS EASEMENT PERMANENT UTILITY EASEMENT LIMITS OF DISTURBANCE TCE PDE PUE LOD PUE/PAE 25 ' P E R M A N E N T UT I L I T Y & A C C E S S EA S E M E N T 10 ' 25 ' P E R M A N E N T UT I L I T Y & A C C E S S EA S E M E N T 10 ' ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 NOTE: 1.SEE C-3.00 SHEETS FOR UTILITY PLAN AND PROFILE. R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W EXISTING TIMBER DRIVE (GRAVEL / SOIL) LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LO D / T C E LOD/TCE LOD/TCE LOD/TCE LOD/TCE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PU E PU E PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PDE PDE PDE PDE PDE PDE PDE 12 ' 12 ' 10+00 11+00 12+00 13+00 14+00 15+00 W W W FM FM SSSS SS SS SS SS SS SS SS SS SS SS W W W W W W W W WW LP : 1 2 + 3 9 . 2 5 SS SS 0+ 0 0 0+ 9 8 . 8 1 E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E W W W W W 0+ 0 0 SSSSSSSSSS W W F M FM FM FM FM FM FM 12 " C - 9 0 0 D R 1 8 F O R C E M A I N PC STA: 10+00.95 OFST: 19.50' (RT) MEDIAN END STA: 9+98.95 OFST: 0.00' (LT)MEDIAN START STA: 11+66.95 OFST: -0.01' (LT) 28.05 28.0528.28 PC STA: 11+63.45 OFST: 19.50' (RT) ENDWALL DUAL 63.08 LF OF ALUMINUM BOX CULVERT 9'-2" X 3'=3" 10 0 ' F U T U R E R I G H T - O F - W A Y MB : 7 2 P G : 3 5 7 SSMH-6 XXXXXX R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W CP- 1 0 CP - 1 0 : N: 2 2 3 7 1 0 . 5 0 E: 2 3 4 8 2 7 7 . 0 0 ELE V . : 2 8 . 4 6 STA: 10+82.20 OFST: 89.50' (RT) SSMH-5 16" C-900 DR18 WATER MAIN 12 " C - 9 0 0 D R 1 8 W A T E R M A I N 12 " C - 9 0 0 D R 1 8 W A T E R M A I N 16" C-900 DR18 WATER MAIN SSMH-3 SSMH-4 1 0 " P V C 10" PVC 10" PVC 10" PVC 28.88 28.88 28.89 28.87 12' STA: 10+82.95 OFST: -21.50' (LT) HEADWALL 24" RCP INV IN: 22.21 INV OUT: 22.13' INV IN: 23.58 INV IN: 24.34 INV OUT: 24.16' INV OUT: 23.19' INV OUT: 22.18' INV IN: 22.50 PROP. BUSINESS PARK ROAD SEE C-400 SHEETS FOR ROADWAY MARKING PLAN EDGE OF PAVEMENTGRASSED MEDIAN TEMPORARY GRAVEL ACCESS DRIVE STORM CROSSING STA. 10+82.95 (2) STORM CROSSING STA. 12+80.72 STORM CROSSING STA. 10+82.95 (1) FUTURE TURNOUT GRADING (TYP) (BY OTHERS) 27"x44" RCP 24" RCP GUARDRAIL GUARDRAIL 2625 25 26 27 28 28 27 26252423 23 2425 262 3 2 4 2 5 2 6 2 7 25 24 242526 28 27 2827 262524252627 28 27 24 24 25 18 16 14 1 2 28 27 26 25 26 27 28 28 27 26 27 28 28 25 23 25 26 27 28 27 26 28 27 26 26 27 28 28 27 26 27 28 11 28 2 7 2 6 2 5 25 26 27 28 2 4 27 26 25 24 23 23 24 25 26 27 28 26 23 29 29 28 27 26 29 29 28 25 10 12 14 16 18 20 22 24 26 28 30 32 34 10 12 14 16 18 20 22 24 26 28 30 32 34 9+50 10+00 11+00 12+00 13+00 14+00 15+00 10" PVC SSWR 0.40% 1.29% 2.68% 0.40% 0.82% 0.46% PVI STA: 12+41.06 PVI ELEV: 29.19 K: 45.00 13.03 VC 12 + 3 4 . 5 4 29 . 1 9 12 + 4 7 . 5 8 29 . 2 0 0.40% 0.19% EX. GRADE 4' M I N . 4' DUAL 63.08 LF ALUMINUM BOX CULVERT 9'-2" X 3'-3" 0.10% PLUNGE POOL BOTTOM ELEV. 10.90' DITCH C/L (E) DITCH C/L (W) 3 : 1 M I N . 3: 1 M I N . PROP. GRADE @ C/L OF ROADWAY 27"X44" RCP ARCH 3.31% 24" RCP SSMH-3 SSMH-6 SSMH-5 12" C-900 DR18 FORCE MAIN 16" C-900 DR18 WATER MAIN 10" PVC SSWR 10" PVC SSWR SSMH-4 AIR RELEASE MANHOLE 4' T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 2 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 6 : 0 7 P M PR O P O S E D P L A N & P R O F I L E - 9 + 5 0 . 0 0 - 1 5 + 0 0 . 0 0 LVL MMS AMW C-2.04 MA T C H L I N E - 9 + 5 0 . 0 0 MA T C H L I N E - 1 5 + 0 0 . 0 0 0 10'20'40' SCALE: 1"=20' HORZ.0' 1' 2' SCALE: 1"=2' VERT. R Know what's below. Call before you dig. NORTH CAROLINA ONE-CALL CENTER INC. DIAL 811 or 1-800-632-4949 3 BUSINESS DAYS BEFORE DIGGING www.ncocc.org SEE SHEET C-2.08 FOR PLUNGE POOL 25 ' P E R M A N E N T UT I L I T Y & A C C E S S EA S E M E N T 25 ' P E R M A N E N T UT I L I T Y & A C C E S S EA S E M E N T 10 ' EASEMENT LEGEND TEMPORARY CONSTRUCTION EASEMENT PUBLIC DRAINAGE EASEMENT PERMANENT UTILITY EASEMENT & PERMANENT ACCESS EASEMENT PERMANENT UTILITY EASEMENT LIMITS OF DISTURBANCE TCE PDE PUE LOD PUE/PAE ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 10 ' NOTE: 1.SEE C-3.00 SHEETS FOR UTILITY PLAN AND PROFILE. R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W EXISTING TIMBER DRIVE (GRAVEL / SOIL) LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LO D / T C E LOD/ T C E LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LO D / T C E LO D / T C E LOD/TCE LO D / T C E LO D / T C E LOD/TC E LOD/TCE LOD/TCE LOD/TCE LOD/TCE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE LOD/TC E LOD/TCE LOD/TCE LOD/TCE PU E PU E PU E PUE PU E PUE PUE PU E PUE PUE PUE PUE PUE PUE PUE PU E PU E PU E PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PDE PDE PDE PDE PDE PDE PDE PD E PD E PDE PDE PDE PD E PD E 12 ' 12 ' 10+00 11+00 12+00 13+00 14+00 15+00 W W W FM FM SSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W WW LP : 1 2 + 3 9 . 2 5 SS SS 9+00 10+00 11+00 12+00 1 3 + 0 0 14+00 E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E W W W W W W W SSSSSSSSSS W F M FM FM FM FM FM FM 12 " C - 9 0 0 D R 1 8 F O R C E M A I N PC STA: 10+00.95 OFST: 19.50' (RT) MEDIAN END STA: 9+98.95 OFST: 0.00' (LT) MEDIAN START STA: 11+66.95 OFST: -0.01' (LT) 28.05 28.0528.28 PC STA: 11+63.45 OFST: 19.50' (RT) ENDWALL DUAL 63.08 LF OF ALUMINUM BOX CULVERT 9'-2" X 3'=3" 10 0 ' F U T U R E R I G H T - O F - W A Y MB : 7 2 P G : 3 5 7 SSMH-6 SSX X X X X X X X X X X X XXXXXX X X FM FM R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W CP-1 0 CP - 1 0 : N: 2 2 3 7 1 0 . 5 0 E: 2 3 4 8 2 7 7 . 0 0 ELE V . : 2 8 . 4 6 PB PB STA: 10+82.20 OFST: 89.50' (RT) SSMH-5 16" C-900 DR18 WATER MAIN 12 " C - 9 0 0 D R 1 8 W A T E R M A I N 12 " C - 9 0 0 D R 1 8 W A T E R M A I N 16" C-900 DR18 WATER MAIN SSMH-3 SSMH-4 1 0 " P V C 10" PVC 10" PVC 10" PVC 10" PVC 28.88 28.88 28.89 28.87 12' 29.13 29.1329.37 28.95 27.00 26.02 STA: 10+82.95 OFST: -21.50' (LT) 24' SSMH-2 SSMH-1 (GRINDER MANHOLE) HEADWALL 24" RCP INV IN: 22.21 INV OUT: 22.13' INV IN: 23.58 INV IN: 24.34 INV OUT: 24.16' INV OUT: 23.19' INV OUT: 22.18' INV IN: 22.50 PROP. BUSINESS PARK ROAD SEE C-400 SHEETS FOR ROADWAY MARKING PLAN EDGE OF PAVEMENTGRASSED MEDIAN TEMPORARY GRAVEL ACCESS DRIVE PUMP STATION SEE C-8.00 SHEETS STORM CROSSING STA. 10+82.95 (2) STORM CROSSING STA. 12+80.72 STORM CROSSING STA. 10+82.95 (1) FUTURE TURNOUT GRADING (TYP) (BY OTHERS) 27"x44" RCP 24" RCP GUARDRAIL GUARDRAIL 2 7 2 6 2 5 2 4 2 3 2 3 2 4 2 5 2 6 2 7 2 8 2 8 2 7 2 6 2 5 2 4 2 3 2 3 2 4 2 5 2 6 2625 25 26 27 28 28 27 26252423 23 2425 26 2 3 2 4 2 5 2 6 2 7 28 2 3 2 4 2 5 2 6 2 7 2 8 2829 3031 31302928262524 242526 28 27 2827 262524252627 28 27 24 24 25 18 1 6 14 1 2 28 27 26 25 26 27 28 28 27 26 27 28 28 25 23 25 26 27 28 27 26 28 27 26 26 27 28 28 27 26 27 28 11 11 1 2 13 1 4 1 5 1 6 17 1 8 1 9 2 0 2 1 2 2 2 3 2 4 2 5 2 6 2 7 28 2 7 2 6 2 5 25 26 27 28 2 4 27 26 25 24 23 23 24 25 26 27 28 26 23 29 29 28 27 26 29 29 28 25 T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 2 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 6 : 0 6 P M PL U N G E P O O L P L A N - 9 + 5 0 . 0 0 - 1 5 + 0 0 . 0 0 LVL MMS AMW C-2.08 MA T C H L I N E - 9 + 5 0 . 0 0 MA T C H L I N E - 1 5 + 0 0 . 0 0 0 10'20'40' SCALE: 1"=20' HORZ. R Know what's below. Call before you dig. NORTH CAROLINA ONE-CALL CENTER INC. DIAL 811 or 1-800-632-4949 3 BUSINESS DAYS BEFORE DIGGING www.ncocc.org EQUIPMENT AND STAGING AREA (190'X230') 4.6' SPILLWAY ELEV: 23.12' 6.2'' SPILLWAY ELEV: 22.58' 8'' ABC STONE HAMMERHEAD TURNAROUND INFLOW →EX. GRADE SPILLWAY AT EX. DITCH ELEVATIONS PLUNGE POOL TYPICAL SECTION N.T.S. ELEV: 10.90' 3:1 (T Y P ) 25 ' P E R M A N E N T UT I L I T Y & A C C E S S EA S E M E N T 25 ' P E R M A N E N T UT I L I T Y & A C C E S S EA S E M E N T 10 ' EASEMENT LEGEND TEMPORARY CONSTRUCTION EASEMENT PUBLIC DRAINAGE EASEMENT PERMANENT UTILITY EASEMENT & PERMANENT ACCESS EASEMENT PERMANENT UTILITY EASEMENT LIMITS OF DISTURBANCE TCE PDE PUE LOD PUE/PAE PLUNGE POOL LINED WITH CLASS 1 RIP RAP 25" DEEP ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 NOTE: 1.SEE C-3.00 SHEETS FOR UTILITY PLAN AND PROFILE. DRAINAGE DITCH PROVIDE POSITIVE SLOPE MIN. SLOPE: 0.70% 14 16 18 20 22 24 26 28 30 32 34 14 16 18 20 22 24 26 28 30 32 34 15+00 16+00 17+00 18+00 19+00 20+00 20+50 0.19% EX. GRADE 4' M I N . 0.40% 10" PVC SSWR 0.40% PROP. GRADE @ C/L OF ROADWAY DITCH C/L (W) DITCH C/L (E) SSMH-7 16" C-900 DR18 WATER MAIN 10" PVC SSWR R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W EXISTING TIMBER DRIVE (GRAVEL / SOIL) SSMH-7 LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE LO D / T C E LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE 12 ' 12 ' 15+00 16+00 17+00 18+00 19+00 20+00 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS W W W W W W W W W W W W W W E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E WW R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 23 242527 28 26 2 8 28 2826 25 28 29 28 25 24 27 27 28 10 0 ' F U T U R E R I G H T - O F - W A Y MB : 7 2 P G : 3 5 7 16" C-900 DR18 WATER MAIN 16" C-900 DR18 WATER MAIN 10" PVC 10" PVC 27 27 28 2 7 2 8 29 29 27 26 25 25262728 2826 252423 23242526 27 28 PROP. BUSINESS PARK ROAD SEE C-400 SHEETS FOR ROADWAY MARKING PLAN EDGE OF PAVEMENT GRASSED MEDIAN (RPW) RELATIVELY PERMANENT WATER (TYP) 29 28 27 26 26 27 28 29 29 28 27 26 27 28 29 2727 28 29 26 29 28 27 28 29 28 2727 29 29 28 28 29 29 T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 2 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 6 : 0 7 P M PR O P O S E D P L A N & P R O F I L E - 1 5 + 0 0 . 0 0 - 2 0 + 5 0 . 0 0 LVL MMS AMW C-2.05 MA T C H L I N E - 1 5 + 0 0 . 0 0 MA T C H L I N E - 2 0 + 5 0 . 0 0 0 10'20'40' SCALE: 1"=20' HORZ.0' 1' 2' SCALE: 1"=2' VERT. R Know what's below. Call before you dig. NORTH CAROLINA ONE-CALL CENTER INC. DIAL 811 or 1-800-632-4949 3 BUSINESS DAYS BEFORE DIGGING www.ncocc.org 12 ' 12 ' 25 ' P E R M A N E N T UT I L I T Y & A C C E S S EA S E M E N T 25 ' P E R M A N E N T UT I L I T Y & A C C E S S EA S E M E N T 10 ' EASEMENT LEGEND TEMPORARY CONSTRUCTION EASEMENT PUBLIC DRAINAGE EASEMENT PERMANENT UTILITY EASEMENT & PERMANENT ACCESS EASEMENT PERMANENT UTILITY EASEMENT LIMITS OF DISTURBANCE TCE PDE PUE LOD PUE/PAE 10 ' ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 NOTE: 1.SEE C-3.00 SHEETS FOR UTILITY PLAN AND PROFILE. RB Z 2 RB Z 2 RB Z2 RB Z2 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W EXISTING TIMBER DRIVE (GRAVEL / SOIL) LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE 12 ' 12 ' 21+00 22+00 23+00 24+00 25+00 26+00 SSSSSSSSSSSS HP : 2 5 + 7 2 . 4 3 EP: 1+66.04 SSSSSSSSSSSSSSSSSSSSSSSS E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E W W W W W W W W W W W W W W W W W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W SSMH-8 RB Z 2 RB Z 2 RB Z2 RB Z2 10" PVC 10" PVC 50' R I P A R I A N B U F F E R - Z O N E 2 PROP. BUSINESS PARK ROAD SEE C-400 SHEETS FOR ROADWAY MARKING PLAN EDGE OF PAVEMENT GRASSED MEDIAN (RPW) RELATIVELY PERMANENT WATER (TYP) WETLAND BOUNDARY GUARDRAIL GUARDRAIL 28 28 32 32 31 32 30 29 31 28 29 31 30 28 30 31 32 32 29 28 32 31 30 29 2828 31 32 30 29 14 16 18 20 22 24 26 28 30 32 34 36 14 16 18 20 22 24 26 28 30 32 34 36 20+50 21+00 22+00 23+00 24+00 25+00 26+00 0.69% PVI STA: 25+77.14 PVI ELEV: 33.00 K: 45.00 71.43 VC 25 + 4 1 . 4 3 32 . 7 6 26 + 1 2 . 8 5 32 . 6 8 PVI STA: 23+10.16 PVI ELEV: 31.16 K: 45.00 22.68 VC 22 + 9 8 . 8 2 31 . 1 4 23 + 2 1 . 5 0 31 . 2 4 4' M I N . 0.19% EX. GRADE 0.40% 0.40% 0.40% PROP. GRADE @ C/L OF ROADWAY DITCH C/L (W) DITCH C/L (E) 0.40% SSMH-8 16" C-900 DR18 WATER MAIN 10" PVC SSWR T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 2 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 6 : 0 7 P M PR O P O S E D P L A N & P R O F I L E - 2 0 + 5 0 . 0 0 - 2 6 + 0 0 . 0 0 LVL MMS AMW C-2.06 MA T C H L I N E - 2 0 + 5 0 . 0 0 0 10'20'40' SCALE: 1"=20' HORZ.0' 1' 2' SCALE: 1"=2' VERT. R Know what's below. Call before you dig. NORTH CAROLINA ONE-CALL CENTER INC. DIAL 811 or 1-800-632-4949 3 BUSINESS DAYS BEFORE DIGGING www.ncocc.org MA T C H L I N E - 2 6 + 0 0 . 0 0 25 ' P E R M A N E N T UT I L I T Y & A C C E S S EA S E M E N T 25 ' P E R M A N E N T UT I L I T Y & A C C E S S EA S E M E N T 10 ' EASEMENT LEGEND TEMPORARY CONSTRUCTION EASEMENT PUBLIC DRAINAGE EASEMENT PERMANENT UTILITY EASEMENT & PERMANENT ACCESS EASEMENT PERMANENT UTILITY EASEMENT LIMITS OF DISTURBANCE TCE PDE PUE LOD PUE/PAE 10 ' 10 ' ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 NOTE: 1.SEE C-3.00 SHEETS FOR UTILITY PLAN AND PROFILE. RB Z2 R B Z 2 R B Z 2 RB Z 2 RB Z 2 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 10 0 ' F U T U R E R I G H T - O F - W A Y MB : 7 2 P G : 3 5 7 LOD / T C E LOD/TCE LOD/TCE LOD/TCE LOD/TCE LO D / T C E PUE/PAE PUE/PAE PUE/ P A E PUE/PAE PUE/PAE PUE/PA E PUE/PAE PUE/PAE LOD/TCE LOD/ T C E LOD/TCE LOD/ T C E PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE LO D LO D LO D LOD LO D R/W R/W R/W R/W R/W R/ W R/ W R/W R/W R/WR/W R/W R/ W R/ W R= 6 5 26+00 27+00 W W W W W SS SS SS SS SS SS SS SS E E E E E E E E E E E E E E E E E E E E W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W CP-7: CP-07 N: 222168.59 E: 2348883.59 ELEV.: 29.86 RB Z2 R B Z 2 R B Z 2 RB Z 2 RB Z 2 EX I S T I N G T I M B E R D R I V E (G R A V E L / S O I L ) MEDIAN END STA: 26+30.20 OFST: 0.00' (LT) 28 29 28 28 27 26 25 252627 28 28 2726 2524 242526 2728 29 2928 29 28 27 26 25 252627 28 27 28 29 2 8 2 7 2 6 2 525 2 6 2 7 2 8 2 9 3 0 3 0 2 9 2 8 2 7 2 6 2 5 25 2 6 27 2 8 2 52 5 30 29 2 8 2 7 2 6 2 5 2 5 2 6 2 7 2 8 29 3 0 2 9 25 50' R I P A R I A N B U F F E R - Z O N E 2 SSMH-9 SSMH-10 SSMH-11 10" P V C 10" PVC 160.2 LF 24" RCP @ 0.43% 5 0 . 5 L F 2 4 " R C P @ 2 . 8 9 % INV OUT: 23.06' INV OUT: 23.95' INV IN: 25.41 INV IN: 23.75 INV IN: 27.60 INV OUT: 27.30' SEE C-400 SHEETS FOR ROADWAY MARKING PLAN GRASSED MEDIAN PROP. BUSINESS PARK ROAD EDGE OF PAVEMENT (RPW) RELATIVELY PERMANENT WATER (TYP) WETLAND BOUNDARY STORM CROSSING STA. 26+12.21 HEADWALL ENDWALL GUARDRAIL GUARDRAIL 30 292828 30 29 312627 28 30 31 31 30 28 31 30 3 0 2 9 30 29 2 8 2724 25 26 27 28 18 20 22 24 26 28 30 32 34 36 18 20 22 24 26 28 30 32 34 36 26+00 27+00 28+00 29+00 4' M I N . 0.90% 0.40% 0.54%DITCH C/L (W) DITCH C/L (E) EX. GRADE ST A : 2 7 + 3 2 . 7 0 EL E V : 3 1 . 6 1 3' 57.82 LF OF 36" X 22" RCP ARCH @ 0.50% SSMH-9 SSMH-10 PROP. GRADE @ C/L O F R O A D W A Y 10" PVC SSWR 1.02% SSMH-11 10" PVC SSWR T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 2 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 6 : 0 6 P M PR O P O S E D P L A N & P R O F I L E - 2 6 + 0 0 . 0 0 - 2 7 + 3 1 . 4 7 LVL MMS AMW C-2.07 0 10'20'40' SCALE: 1"=20' HORZ.0' 1' 2' SCALE: 1"=2' VERT. R Know what's below. Call before you dig. NORTH CAROLINA ONE-CALL CENTER INC. DIAL 811 or 1-800-632-4949 3 BUSINESS DAYS BEFORE DIGGING www.ncocc.org MA T C H L I N E - C - 2 . 0 5 S T A : 2 6 + 0 0 . 0 0 ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 NOTE: 1.SEE C-3.00 SHEETS FOR UTILITY PLAN AND PROFILE. EASEMENT LEGEND TEMPORARY CONSTRUCTION EASEMENT PUBLIC DRAINAGE EASEMENT PERMANENT UTILITY EASEMENT & PERMANENT ACCESS EASEMENT PERMANENT UTILITY EASEMENT LIMITS OF DISTURBANCE TCE PDE PUE LOD PUE/PAE FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC XX OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/ W R/ W R/ W R/ W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL FM FM W 29 28 27 26262728 29 30 29 28 27 26 28 30 29 28 27 262627 28 29 30 E E E E E E 0+ 0 0 1+ 0 0 2+ 0 0 PR O P . B U S I N E S S P A R K R O A D HOLLY SHELTER ROAD 20 25 30 35 40 20 25 30 35 40 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 20 25 30 35 40 0+001+002+003+004+005+006+007+008+009+0010+00 Existing Grade 3. 5 0 ' 837.90' 749.70' PROPOSED GRADE3. 5 0 ' 3. 5 0 ' 20 25 30 35 40 3. 5 0 ' 20 25 30 35 40 20 25 30 35 40 PROPOSED GRADE Existing Grade T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - S I G H T - T R I A N G L E S - D I S T A N C E . d w g MA T T H 11 / 6 / 2 0 2 5 6 : 0 6 P M SI G H T D I S T A N C E E X H I B I T 0 25'50'100' SCALE: 1"=50' HORZ. LVL MMS AMW C-2.09 ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 0' 2.5' 5' SCALE: 1"=5' VERT. R Know what's below. Call before you dig. NORTH CAROLINA ONE-CALL CENTER INC. DIAL 811 or 1-800-632-4949 3 BUSINESS DAYS BEFORE DIGGING www.ncocc.org 837.90' 749.70' 70' x 10' SIGHT TRIANGLE 70' x 10' SIGHT TRIANGLE CASE B1 - LEFT TURN FROM MINOR SIGHT DISTANCE = 1.47 x 60 x 9.5 CASE B2 - RIGHT TURN FROM MINOR SIGHT DISTANCE = 1.47 x 60 x 8.5 14.50' CB-1 CB-2 VERTICAL SIGHT DISTANCE PROFILES PROPOSED BUSINESS PARK ROAD PROPOSED DESIGN SPEED: 40mph PROPOSED POSTED SPEED: 35mph EXISTING HOLLY SHELTER ROAD PROPOSED DESIGN SPEED: 60mph PROPOSED POSTED SPEED: 55mph NOTE: IDENTIFICATION SIGNING OR LANDSCAPE VEGETATION WITHIN THE MEDIAN AND THE SIGHT DISTANCE TRIANGLE MUST NOT OBSTRUCT THE DRIVERS LINE OF SIGHT. NO LANDSCAPING OR SIGNING WILL BE ALLOWED TO EXCEED 42" IN HEIGHT, MEASURED FROM EDGE OF PAVEMENT WITHIN THE MEDIAN OR SIGHT TRIANGLE. R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W W W W FM FM FM FM FM FM FM SSSSSSSSSS SS SS SS SS SS W W W W W W W W SS E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E W W SS SS W W W FM FM 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 PROP. BUSINESS PARK ROAD 15 20 25 30 35 40 15 20 25 30 35 40 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 3. 5 0 ' 2. 0 0 ' 2. 0 0 ' 617.40' Existing Grade PROPOSED GRADE CL N E W R O A D 676.20' T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - S I G H T - T R I A N G L E S - D I S T A N C E . d w g MA T T H 11 / 6 / 2 0 2 5 6 : 0 7 P M 1 RE V / A D D E N D U M / B U L L E T I N x / x x / x x x x SI G H T D I S T A N C E E X H I B I T 0 25'50'100' SCALE: 1"=50' HORZ. LVL MMS AMW C-2.10 ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 0' 2.5' 5' SCALE: 1"=5' VERT. R Know what's below. Call before you dig. NORTH CAROLINA ONE-CALL CENTER INC. DIAL 811 or 1-800-632-4949 3 BUSINESS DAYS BEFORE DIGGING www.ncocc.org 330.00' 70' x 10' SIGHT TRIANGLE 70' x 10' SIGHT TRIANGLE 330.00' CASE B1 - LEFT TURN FROM MINOR SIGHT DISTANCE = 1.47 x 60 x 11.5 CASE B2 - RIGHT TURN FROM MINOR SIGHT DISTANCE = 1.47 x 60 x 10.5 PROPOSED BUSINESS PARK ROAD PROPOSED DESIGN SPEED: 40mph PROPOSED POSTED SPEED: 35mph VERTICAL SIGHT DISTANCE PROFILE FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC XX OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL FM 29 28 27 26262728 29 30 29 28 27 26 28 30 29 28 27 262627 28 29 30 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 15 20 25 30 35 40 15 20 25 30 35 40 -1+00 0+00 1+00 2+00 3+00 4+00 3. 5 0 ' 305' 2. 0 0 ' Existing Grade CENTERLINE GRADE T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - S I G H T - T R I A N G L E S - D I S T A N C E . d w g MA T T H 11 / 6 / 2 0 2 5 6 : 0 7 P M ST O P P I N G D I S T A N C E E X H I B I T 0 25'50'100' SCALE: 1"=50' HORZ. LVL MMS AMW C-2.11 ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 0' 2.5' 5' SCALE: 1"=5' VERT. R Know what's below. Call before you dig. NORTH CAROLINA ONE-CALL CENTER INC. DIAL 811 or 1-800-632-4949 3 BUSINESS DAYS BEFORE DIGGING www.ncocc.org STOPPING DISTANCE ON LEVEL ROADWAY= 305' (DESIGN) STOPPING SIGHT DISTANCE PROFILE PROPOSED BUSINESS PARK ROAD PROPOSED DESIGN SPEED: 40mph PROPOSED POSTED SPEED: 35mph NOTE: IDENTIFICATION SIGNING OR LANDSCAPE VEGETATION WITHIN THE MEDIAN AND THE SIGHT DISTANCE TRIANGLE MUST NOT OBSTRUCT THE DRIVERS LINE OF SIGHT. NO LANDSCAPING OR SIGNING WILL BE ALLOWED TO EXCEED 42" IN HEIGHT, MEASURED FROM EDGE OF PAVEMENT WITHIN THE MEDIAN OR SIGHT TRIANGLE. 30 5 ' FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C OH E OH E OH E OH E OH E OH E OH E FM FM FM FM FM FM FM R/ W R/ W R/ W R/ W R/ W R/ W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/ W R/ W R/ W R/ W R/ W R/ W R/ W WL WL WL WL WL WL WL FM X X X X XX X R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W PBPB EXISTING TIMBER DRIVE (GRAVEL / SOIL) EX. 100' NCDOT R.O.W EX . E D G E O F P A V E M E N T ( T Y P ) LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LO D / T C E LO D / T C E LO D / T C E LOD/TCE LOD/TCE PD E PD E PD E LO D / T C E PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PU E PU E PUE PUE PUE P U E PU E PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE LO D LO D LO D LOD PDE PDE P D E PDE PDE 2 8 2 8 29 30 3 0 2 7 2827 2 6 2 6 2 9 2 8 27 26 26 2 8 2 9 28 29 2 9 28 2 7 2 6 2 6 30 ' P E R M A N E N T DR A I N A G E E A S E M E N T 5' LIMITS OF DISTURBANCE / TEMPORARY CONSTRUCTION EASEMENT (TYP) 10 0 ' F U T U R E R I G H T - O F - W A Y MB : 7 2 P G : 3 5 7 EXISTING TIMBER DRIVE (GRAVEL / SOIL) W W W FM FM FM FM FM FM FM FM FM SS SS SS SS W W W W SS 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 1 3 + 0 0 E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E W W SSSS W W W FM FM16" C-900 DR18 WATER MAIN 2828 27 2 7 2 9 2 8 28 27 2626 27 28 29 2727 28 29 28 27 2 6 2 6 29 29 29 28 27 29 29 282726262728 29 2928272626 28 2928 11152025 25 2 4 2 4 2 6 27 26 27 2 8 2525 28 28 27262423 23 232425262728 28 28 25 27 27 28 SEE SHEET C-3.02 15 20 25 29 29 28 27 26 25262728 SSMH-3 SSMH-5 SSMH-2 SSMH-4 SSMH-1 (GRINDER MANHOLE) WATER SAMPLING STATION 16" 45° BEND 16" 45° BEND 16"x12" CROSS FIRE HYDRANT ASSEMBLY FIRE HYDRANT ASSEMBLY 12" FORCE MAIN SEE SHEET C-3.05 HO L L Y S H E L T E R R O A D (S R - 1 0 0 2 ) 8" GRAVITY SEWER SEE SHEET C-3.03 - C-3.04 SEE SHEET C-3.02 16" C-900 DR18 FORCE MAIN 12" GATE VALVE 12" GATE VALVE 16" GATE VALVE HOLLY SHELTER PUMP STATION SEE PS-SERIES SHEETS EXISTING TIMBER DRIVE (GRAVEL / SOIL) PROPOSED_WATER (1) 5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 -1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 16" C-900 DR18 WATER MAIN 16" 45° BEND STA: 9+11 16" 45° BEND STA: 9+59 16"x12" CROSS STA: 10+70 10" SEWER MAIN 18 " EX. GRADE PROP. GRADE 4' M I N . 18 " 12" FORCE MAIN 16" GATE VALVE STA 10+74 16" 45° BEND STA 12+84 FIRE HYDRANT ASSEMBLY STA 7+61 FIRE HYDRANT ASSEMBLY STA 3+61 WATER SAMPLING STATION STA 0+61 DUAL 63.08 LF ALUMINUM BOX CULVERT 9'-2" X 3'-3" 3' MIN. 40 LF OF CONCRETE ENCASEMENT T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 3 . 0 0 _ U T I L I T Y . d w g MA T T H 11 / 6 / 2 0 2 5 7 : 2 2 P M WA T E R M A I N P L A N A N D P R O F I L E - 0 + 0 0 . 0 0 - 1 3 + 0 0 . 0 0 BJPO MMS AMW C-3.00 0 25'50'100' SCALE: 1"=50' HORZ.0' 2.5' 5' SCALE: 1"=5' VERT. R Know what's below. Call before you dig. NORTH CAROLINA ONE-CALL CENTER INC. DIAL 811 or 1-800-632-4949 3 BUSINESS DAYS BEFORE DIGGING www.ncocc.org LOCATE 16" x 16" TEE, 16" VALVE, 16" CAP, AND TIE TO 16" VALVE. (BY OTHERS) 16" WATER MAIN (BY OTHERS) NOTES: 1.MAINTAIN MIN. 18" VERTICAL SEPARATION FROM EX. UTILITIES AND ENCASEMENTS UNLESS DIMENSIONED OTHERWISE. 2.MAINTAIN MIN. 24" VERTICAL SEPARATION FROM EX. STORM DRAINAGE CULVERTS UNLESS DIMENSIONED OTHERWISE. 3.MAINTAIN MIN 4' OF COVER ON ALL PROPOSED UTILITIES UNLESS DIMENSIONED OTHERWISE. EASEMENT LEGEND TEMPORARY CONSTRUCTION EASEMENT PERMANENT DRAINAGE EASEMENT PERMANENT UTILITY EASEMENT & PERMANENT ACCESS EASEMENT PERMANENT UTILITY EASEMENT LIMITS OF DISTURBANCE TCE PDE PUE LOD PUE/PAE 25 ' P E R M A N E N T UT I L I T Y & A C C E S S EA S E M E N T 10 ' 35 ' P E R M A N E N T UT I L I T Y & A C C E S S EA S E M E N T ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 MAT C H L I N E - 1 3 + 0 0 . 0 0 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W RB Z 2 RB Z2 RB Z 2 RB Z2 R B Z 2 RB Z 2 EXISTING TIMBER DRIVE (GRAVEL / SOIL)EXISTING TIMBER DRIVE (GRAVEL / SOIL) 2 4 " R C P LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE LO D LOD R/W R/W R/ W R/W R/W R/ W 23242527 2826 2 8 28 2826252829 2825 2427 27 28 RB Z 2 RB Z2 RB Z 2 RB Z2 R B Z 2 RB Z 2 EX I S T I N G T I M B E R D R I V E (G R A V E L / S O I L ) 10" PVC SSSSSSSSSSSSSSSSSSSS W W W W W W SSSSSSSSSS SS SS 28+11.47 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 E E E E E E E E E E E E E E E E E E E E EEEEEEEEEEEEEEEEEE E E E E W W W W W W16" C-900 DR18 WATER MAIN 16" C-900 DR18 WATER MAIN 10 0 ' F U T U R E R I G H T - O F - W A Y MB : 7 2 P G : 3 5 7 27 26 25252627 28 27 29 292827262525262728 29 29 3130292828293031 32 28 29 30 31 31 2930 29 2828 31 29 32313029282829303132 32313029 31 2930 29 30 31 31 30 29 30 31 31 3031 2 9 30 28 29 29 28 27 2626272829 30 30 2928272626272829 29 SSMH-7 SSMH-6 SSMH-8 SSMH-9 27 " x 4 4 " A R C H P I P E 24" RCP 16" 22.5° BEND 16" 22.5° BEND 16" 22.5° BEND FIRE HYDRANT ASSEMBLY FIRE HYDRANT ASSEMBLY FIRE HYDRANT ASSEMBLY 16" 45° BEND 16" 45° BEND 16" 45° BEND 16" 45° BEND 16" 22.5° BEND FIRE HYDRANT ASSEMBLY 16" GATE VALVE PROPOSED_WATER (1) 5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+0028+20 16" C-900 DR18 WATER MAIN EX. GRADE PROP. GRADE 16" 22.5° BEND STA: 26+16 4' M I N . 4' M I N . 16" 45° BEND STA 13+38 16" 45° BEND STA 25+64 16" 45° BEND STA 25+67 16" 45° BEND STA 26+06 16" 45° BEND STA 26+09 FIRE HYDRANT ASSEMBLY STA 23+88FIRE HYDRANT ASSEMBLY STA 19+88FIRE HYDRANT ASSEMBLY STA 15+88 16" 22.5° BEND STA 26+87 16" 22.5° BEND STA 27+29 16" 22.5° BEND STA 27+93 FIRE HYDRANT ASSEMBLY STA 27+97 16" GATE VALVE STA 28+11 2" BLOW-OFF ASSEMBLY T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 3 . 0 0 _ U T I L I T Y . d w g MA T T H 11 / 6 / 2 0 2 5 7 : 2 2 P M WA T E R M A I N P L A N A N D P R O F I L E - 1 3 + 0 0 . 0 0 - 2 7 + 0 0 . 0 0 LVL MMS AMW C-3.01 0 25'50'100' SCALE: 1"=50' HORZ.0' 2.5' 5' SCALE: 1"=5' VERT. R Know what's below. Call before you dig. NORTH CAROLINA ONE-CALL CENTER INC. DIAL 811 or 1-800-632-4949 3 BUSINESS DAYS BEFORE DIGGING www.ncocc.org NOTES: 1.MAINTAIN MIN. 18" VERTICAL SEPARATION FROM EX. UTILITIES AND ENCASEMENTS UNLESS DIMENSIONED OTHERWISE. 2.MAINTAIN MIN. 24" VERTICAL SEPARATION FROM EX. STORM DRAINAGE CULVERTS UNLESS DIMENSIONED OTHERWISE. 3.MAINTAIN MIN 4' OF COVER ON ALL PROPOSED UTILITIES UNLESS DIMENSIONED OTHERWISE. EASEMENT LEGEND TEMPORARY CONSTRUCTION EASEMENT PERMANENT DRAINAGE EASEMENT PERMANENT UTILITY EASEMENT & PERMANENT ACCESS EASEMENT PERMANENT UTILITY EASEMENT LIMITS OF DISTURBANCE TCE PDE PUE LOD PUE/PAE VA R I A B L E W I D T H P E R M A N E N T UT I L I T Y & A C C E S S EA S E M E N T 35 ' P E R M A N E N T UT I L I T Y & A C C E S S EA S E M E N T ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 MA T C H L I N E - 1 3 + 0 0 . 0 0 2" BLOW OFF ASSEMBLY PROPOSED_WATER_INTERSECTION-SE 8 12 16 20 24 28 32 36 8 12 16 20 24 28 32 36 -1+00 0+00 1+00 2+00 Pipe Run - (3) 8 12 16 20 24 28 32 36 8 12 16 20 24 28 32 36 -1+00 0+00 1+00 2+00 3+00 FUTURE ROADWAY EXTENSION DRAINAGE DITCH (BY OTHERS) 12" GATE VALVE STA 1+44 12" GATE VALVE STA 0+03 12"x12" TEE STA: 1+39 EX. GRADE PROP. G R A D E 4' M I N . EX . G R A D E PROP. GRADE 4' M I N . 2" BLOW-OFF ASSEMBLY 2" BLOW-OFF ASSEMBLY 12" GATE VALVE STA 0+03 12" GATE VALVE STA 0+9912" C - 9 0 0 D R 1 8 W A T E R M A I N 12" C-900 DR 1 8 WATER MAIN 10" SEWER MAIN 22 " 12" FORCE MAIN 2' M I N . 10" SEWER MAIN 3' M I N . 27"X44" STORM 12" FORCE MAIN R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W X X X X X X X R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W PBPB LO D / T C E LOD/TCE LOD/TCE L O D / T C E LO D / T C E PU E / P A E PU E / P A E PU E / P A E PU E / P A E PU E / P A E PU E / P A E PUE PUE PU E PU E PU E PUE PUE PD E PD E PDE PD E PD E FM SSSS SS W W W W 1+43.62 0+001+00 SS SS W FM FM 11 15 20 25 25 2424 26 27 26 27 28 2525 28 27 26 24 23 23 2 3 2425262728 28 28 25 27 27 28 15 20 25 12" GATE VALVE12"x12" TEE 12" C-900 DR18 WATER MAIN 12" GATE VALVE FIRE HYDRANT ASSEMBLY 2" BLOW-OFF ASSEMBLY 29 29 28 27 26 25 26 27 28 (G R A V E L / S O I L ) R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W X X R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W LO D / T C E LO D / T C E LO D / T C E LO D / T C E PU E / P A E PU E / P A E PU E / P A E PU E / P A E PU E / P A E PU E / P A E PU E PU E PU E PU E PU E PU E PU E PU E / P A E PU E / P A E PU E / P A E PU E / P A E PU E / P A E PU E / P A E PD E FM SS SSSS W W SS 0+00 0+98.81 E E E E E E E E E E E E E E E E W 0+00 SS SS W FM FM 29 20 25 2424 26 27 26 27 28 2525 2828 27 26 24 23 23 2 3 2425262728 28 28 25 29 29 12" C-900 DR18 WATER MAIN 12" GATE VALVE 12" GATE VALVE 2" BLOW-OFF ASSEMBLY 28 27 26 25 26 27 28 EX I S T I N G T I M B E R D R I V E (G R A V E L / S O I L ) T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 3 . 0 0 _ U T I L I T Y . d w g MA T T H 11 / 6 / 2 0 2 5 7 : 2 2 P M WA T E R M A I N P L A N A N D P R O F I L E S LVL MMS AMW C-3.02 0 25'50'100' SCALE: 1"=50' HORZ.0' 2.5' 5' SCALE: 1"=5' VERT. R Know what's below. Call before you dig. NORTH CAROLINA ONE-CALL CENTER INC. DIAL 811 or 1-800-632-4949 3 BUSINESS DAYS BEFORE DIGGING www.ncocc.org NOTES: 1.MAINTAIN MIN. 18" VERTICAL SEPARATION FROM EX. UTILITIES AND ENCASEMENTS UNLESS DIMENSIONED OTHERWISE. 2.MAINTAIN MIN. 24" VERTICAL SEPARATION FROM EX. STORM DRAINAGE CULVERTS UNLESS DIMENSIONED OTHERWISE. 3.MAINTAIN MIN 4' OF COVER ON ALL PROPOSED UTILITIES UNLESS DIMENSIONED OTHERWISE. EASEMENT LEGEND TEMPORARY CONSTRUCTION EASEMENT PERMANENT DRAINAGE EASEMENT PERMANENT UTILITY EASEMENT & PERMANENT ACCESS EASEMENT PERMANENT UTILITY EASEMENT LIMITS OF DISTURBANCE TCE PDE PUE LOD PUE/PAE ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 WATER MAIN SW 0+00.00 - 1+43.62 WATER MAIN NE 0+00.00 - 28+16.11 R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W X X X X X X X R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W PBPB LO D / T C E LO D / T C E LO D / T C E LO D / T C E LO D / T C E LO D / T C E LO D / T C E LOD/TCE LOD/TCE L O D / T C E LO D / T C E PU E / P A E PU E / P A E PU E / P A E PU E / P A E PU E / P A E PU E / P A E PU E / P A E LO D / T C E PUE PUE PU E PU E PU E PUE PUE PU E PU E PU E PU E PU E PU E PU E PU E PU E / P A E PU E / P A E PU E / P A E PU E / P A E PU E / P A E PU E / P A E PU E / P A E PD E PD E PDE PD E PD E SS SS SS SSSS SS W W W W SS E E E E E E E E E E E E E E E E 0+ 0 0 1+ 0 0 2+00 3+00 4+ 0 0 5+ 0 0 6+ 0 0 7+ 0 0 8+ 0 0 W W SS SS FM FM 11 15 20 25 25 2424 26 27 26 27 28 2828 27 26 24 2323 2 3 2425262728 28 28 25 27 27 28 15 20 25 29 28 27 26 2525 26 27 28 28 27 29 29 28 27 26 2525 26 27 28 29 29 29 29 28 27 26 25 26 27 28 1 0 " P V C 10" PVC 1 0 " P V C 1 0 " P V C 1 0 " P V C SSMH-2 RIM = 27.79 STA = 1+18.90 SSMH-3 RIM = 28.61 STA = 3+14.89 SSMH-5 RIM = 28.58 STA = 5+57.88 SSMH-6 RIM = 28.97 STA = 7+16.26 SSMH-4 RIM = 28.55 STA = 4+72.03 SSMH-1 (GRINDER MANHOLE) RIM = 28.40 STA = 0+00.00 EX I S T I N G T I M B E R D R I V E (G R A V E L / S O I L ) PROPOSED_GRAVITY_SEWER 0 5 10 15 20 25 30 35 40 0 5 10 15 20 25 30 35 40 -1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 118.89 LF OF 10" C900 DR18 PVC @ 0.28% 195.99 LF OF 10" C900 DR18 PVC @ 0.28% 85.85 LF OF 10" C900 DR18 PVC @ 0.28% 158.38 LF OF 10" C900 DR18 PVC @ 0.28% EX. GRADE PROP. GRADE 16" WATER MAIN 12" FORCEMAIN 10 " I N V . I N : 1 3 . 2 2 ( N ) 10 " I N V . O U T : 1 1 . 7 2 ( S ) 10 " I N V . I N : 1 4 . 5 5 ( E ) 10 " I N V . O U T : 1 3 . 5 5 ( S ) 10 " I N V . I N : 1 5 . 2 0 ( S E ) 10 " I N V . O U T : 1 5 . 1 0 ( W ) 10 " I N V . I N : 1 6 . 0 8 ( S ) 10 " I N V . O U T : 1 5 . 9 8 ( N W ) 10 " I N V . I N : 1 6 . 6 2 ( S ) 10 " I N V . O U T : 1 6 . 5 2 ( N ) SSMH-1 (GRINDER MANHOLE) (5' I.D.) STA = 0+00 RIM = 28.40 SSMH-2 (4' I.D.) STA = 1+19 RIM = 27.79 SSMH-3 (4' I.D.) STA = 3+15 RIM = 28.61 SSMH-5 (4' I.D.) STA = 5+58 RIM = 28.58 SSMH-6 (4' I.D.) STA = 7+16 RIM = 28.97 FUTURE ROADWAY EXTENSION DRAINAGE DITCH (BY OTHERS) 18 " 20 " 10 " I N V . I N : 1 5 . 7 4 ( S E ) 10 " I N V . O U T : 1 5 . 6 4 ( N W ) SSMH-4 (4' I.D.) STA = 4+72 RIM = 28.55 157.14 LF OF 10" C900 DR18 PVC @ 0.28% 10" WATER MAIN 34 " 12" WATER MAIN 24" GRAVITY SEWER (SEE SHEET PS-2.1) T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 3 . 0 0 _ U T I L I T Y . d w g MA T T H 11 / 6 / 2 0 2 5 7 : 2 2 P M GR A V I T Y S E W E R P L A N A N D P R O F I L E - 0 + 0 0 . 0 0 - 8 + 0 0 . 0 0 LVL MMS AMW C-3.03 0 25'50'100' SCALE: 1"=50' HORZ.0' 2.5' 5' SCALE: 1"=5' VERT. R Know what's below. Call before you dig. NORTH CAROLINA ONE-CALL CENTER INC. DIAL 811 or 1-800-632-4949 3 BUSINESS DAYS BEFORE DIGGING www.ncocc.org NOTES: 1.MAINTAIN MIN. 18" VERTICAL SEPARATION FROM EX. UTILITIES AND ENCASEMENTS UNLESS DIMENSIONED OTHERWISE. 2.MAINTAIN MIN. 24" VERTICAL SEPARATION FROM EX. STORM DRAINAGE CULVERTS UNLESS DIMENSIONED OTHERWISE. 3.MAINTAIN MIN 3' OF COVER ON ALL PROPOSED UTILITIES UNLESS DIMENSIONED OTHERWISE. EASEMENT LEGEND TEMPORARY CONSTRUCTION EASEMENT PERMANENT DRAINAGE EASEMENT PERMANENT UTILITY EASEMENT & PERMANENT ACCESS EASEMENT PERMANENT UTILITY EASEMENT LIMITS OF DISTURBANCE TCE PDE PUE LOD PUE/PAE VARIABLE WIDTH PERMANENT UTILITY & ACCESS EASEMENT 35' PERMANENT UTILITY & ACCESS EASEMENT ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 MATCHLINE - 8+00.00 SEWER MAIN 0+00.00 - 8+00.00 FUTURE ROADWAY TURNOUT DRAINAGE DITCH (BY OTHERS) 544228.471BLUE FLAG 544328.720BLUE FLAG 544428.622 BLUE FLAG 5445 28.393BLUE FLAG 544628.970BLUE FLAG 544728.926BLUE FLAG R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W RB Z 2 RB Z2 RB Z 2 RB Z2 R B Z 2 RB Z 2 EXISTING TIMBER DRIVE (GRAVEL / SOIL)EXISTING TIMBER DRIVE (GRAVEL / SOIL) LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE LO D LOD R/W R/W R/ W R/W R/W R/ W 23242527 2826 2 8 28 2826252829 28252427 27 28 RB Z 2 RB Z2 RB Z 2 RB Z2 R B Z 2 RB Z 2 EX I S T I N G T I M B E R D R I V E (G R A V E L / S O I L ) SSSSSSSSSSSSSSSSSS W W W W W SSSSSSSSSS SS SS E E E E E E E E E E E E E E E E E E EEEEEEEEEEEEEEEE E E E E 21+46.908+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 W W W W W W 10 0 ' F U T U R E R I G H T - O F - W A Y MB : 7 2 P G : 3 5 7 29 3130292828293031 32 28 29 30 31 31 2930 29 2828 31 29 32313029282829303132 32313029 31 2930 29 30 31 31 30 29 30 31 31 3031 293 0 10" PVC 10" PVC 10" P V C 10" PVC 10" PVC 28 29 29 28 27 2626272829 30 30 2928272626272829 29 SSMH-8 RIM = 30.45 STA = 15+16.26 SSMH-9 RIM = 31.82 STA = 19+16.26 SSMH-10 RIM = 31.21 STA = 20+09.70 SSMH-11 RIM = 29.95 STA = 21+46.90 SSMH-7 RIM = 29.71 STA = 11+16.26 PROPOSED_GRAVITY_SEWER 5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 EX. GRAD E PROP. GRADE 400.00 LF OF 10" C900 DR18 PVC @ 0.28% 400.00 LF OF 10" C900 DR18 PVC @ 0.28% 10 " I N V . I N : 1 7 . 8 4 ( S ) 10 " I N V . O U T : 1 7 . 7 4 ( N ) 10 " I N V . I N : 1 9 . 0 6 ( S E ) 10 " I N V . O U T : 1 8 . 9 6 ( N ) SSMH-7 (4' I.D.) STA = 11+16 RIM = 29.71 SSMH-8 (4' I.D.) STA = 15+16 RIM = 30.45 SSMH-9 (4' I.D.) STA = 19+16 RIM = 31.82 SSMH-10 (4' I.D.) STA = 20+10 RIM = 31.21 SSMH-11 (4' I.D.) STA = 21+47 RIM = 29.95 10 " I N V . I N : 2 0 . 2 8 ( S E ) 10 " I N V . O U T : 2 0 . 1 8 ( N W ) 10 " I N V . I N : 2 0 . 6 4 ( S ) 10 " I N V . O U T : 2 0 . 5 4 ( N W ) 10 " I N V . O U T : 2 1 . 0 2 ( N ) 400.00 LF OF 10" C900 DR18 PVC @ 0.28% 93.43 LF OF 10" C900 DR18 PVC @ 0.28% 137.21 LF OF 10" C900 DR18 PVC @ 0.28% 24" RCP STORM PIPE 21 " 21 " 24" RCP STORM PIPE 27 " T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 3 . 0 0 _ U T I L I T Y . d w g MA T T H 11 / 6 / 2 0 2 5 7 : 2 2 P M GR A V I T Y S E W E R P L A N A N D P R O F I L E - 8 + 0 0 . 0 0 - 2 1 + 4 6 . 9 0 LVL MMS AMW C-3.04 0 25'50'100' SCALE: 1"=50' HORZ.0' 2.5' 5' SCALE: 1"=5' VERT. R Know what's below. Call before you dig. NORTH CAROLINA ONE-CALL CENTER INC. DIAL 811 or 1-800-632-4949 3 BUSINESS DAYS BEFORE DIGGING www.ncocc.org NOTES: 1.MAINTAIN MIN. 18" VERTICAL SEPARATION FROM EX. UTILITIES AND ENCASEMENTS UNLESS DIMENSIONED OTHERWISE. 2.MAINTAIN MIN. 24" VERTICAL SEPARATION FROM EX. STORM DRAINAGE CULVERTS UNLESS DIMENSIONED OTHERWISE. 3.MAINTAIN MIN 3' OF COVER ON ALL PROPOSED UTILITIES UNLESS DIMENSIONED OTHERWISE. EASEMENT LEGEND TEMPORARY CONSTRUCTION EASEMENT PERMANENT DRAINAGE EASEMENT PERMANENT UTILITY EASEMENT & PERMANENT ACCESS EASEMENT PERMANENT UTILITY EASEMENT LIMITS OF DISTURBANCE TCE PDE PUE LOD PUE/PAE VA R I A B L E W I D T H P E R M A N E N T UT I L I T Y & A C C E S S EA S E M E N T 35 ' P E R M A N E N T UT I L I T Y & A C C E S S EA S E M E N T ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 MA T C H L I N E - 8 + 0 0 . 0 0 SEWER MAIN 8+00.00 - 21+46.64 FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C OH E OH E OH E OH E OH E OH E OH E FM FM FM FM FM FM FM R/ W R/ W R/ W R/ W R/ W R/ W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/ W R/ W R/ W R/ W R/ W R/ W R/ W WL WL WL WL WL WL WL FM X X X X XX X R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W PBPB EXISTING TIMBER DRIVE (GRAVEL / SOIL) EX. 100' NCDOT R.O.W EX . E D G E O F P A V E M E N T ( T Y P ) LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LO D / T C E LO D / T C E LO D / T C E LOD/TCE LOD/TCE PD E PD E PD E LO D / T C E PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PU E PU E PUE PUE PUE P U E PU E PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE LO D LO D LO D LOD PDE PDE P D E PDE PDE 2 8 2 8 29 30 3 0 2 7 2827 2 6 2 6 2 9 2 8 27 26 26 2 8 2 9 28 29 2 9 28 2 7 2 6 2 6 30 ' P E R M A N E N T DR A I N A G E E A S E M E N T 5' 10 0 ' F U T U R E R I G H T - O F - W A Y MB : 7 2 P G : 3 5 7 EXISTING TIMBER DRIVE (GRAVEL / SOIL) W W W FM FM FM FM FM FM FM FM FM SS SS SS SS W W W W SS E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E W W 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+ 0 0 10+00 11+00 1 2 + 0 0 12 + 4 1 . 1 9 SSSS W W W FM FM 2828 27 2 7 2 9 2 8 28 27 2626 27 28 29 2727 28 29 28 27 2 6 2 6 29 29 29 28 27 29 29 282726262728 29 2928272626 28 2928 11152025 25 2 4 2 4 2 6 27 26 27 2 8 2525 28 28 27262423 23 232425262728 28 28 25 27 27 28 15 20 25 29 29 28 27 26 25262728 12" C-900 DR18 FORCE MAIN SSMH-3 SSMH-5 SSMH-2 SSMH-4 SSMH-1 (GRINDER MANHOLE) HO L L Y S H E L T E R R O A D (S R - 1 0 0 2 ) 12" 45° DI BEND 12" 45° DI BEND 12" 45° DI BEND 12" 45° DI BEND 12" 45° DI BEND EXISTING TIMBER DRIVE (GRAVEL / SOIL) 12" 45° DI BEND PROPOSED_FORCE_MAIN 5 10 15 20 25 30 35 5 10 15 20 25 30 35 -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 EX. G R A D E PROP. GRADE 4' M I N . 12" C-900 DR18 FORCE MAIN 12" 45° DI BEND STA 8+96 12" 45° DI BEND STA 9+63 12" 45° DI BEND STA 9+93 12" 45° DI BEND STA 11+90 12" 45° DI BEND STA 12+16 12" 45° DI BEND STA 8+72 12" SEWER MAIN 12" WATER MAIN T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 3 . 0 0 _ U T I L I T Y . d w g MA T T H 11 / 6 / 2 0 2 5 7 : 2 2 P M FO R C E M A I N P L A N A N D P R O F I L E - 0 + 0 0 . 0 0 - 1 3 + 1 6 . 3 6 LVL MMS AMW C-3.05 0 25'50'100' SCALE: 1"=50' HORZ.0' 2.5' 5' SCALE: 1"=5' VERT. R Know what's below. Call before you dig. NORTH CAROLINA ONE-CALL CENTER INC. DIAL 811 or 1-800-632-4949 3 BUSINESS DAYS BEFORE DIGGING www.ncocc.org LOCATE 12" FORCE MAIN AND TIE TO IT 16" WATER MAIN (BY OTHERS) NOTES: 1.MAINTAIN MIN. 18" VERTICAL SEPARATION FROM EX. UTILITIES AND ENCASEMENTS UNLESS DIMENSIONED OTHERWISE. 2.MAINTAIN MIN. 24" VERTICAL SEPARATION FROM EX. STORM DRAINAGE CULVERTS UNLESS DIMENSIONED OTHERWISE. 3.MAINTAIN MIN 4' OF COVER ON ALL PROPOSED UTILITIES UNLESS DIMENSIONED OTHERWISE. EASEMENT LEGEND TEMPORARY CONSTRUCTION EASEMENT PERMANENT DRAINAGE EASEMENT PERMANENT UTILITY EASEMENT & PERMANENT ACCESS EASEMENT PERMANENT UTILITY EASEMENT LIMITS OF DISTURBANCE TCE PDE PUE LOD PUE/PAE 25 ' P E R M A N E N T UT I L I T Y & A C C E S S EA S E M E N T 10 ' 35 ' P E R M A N E N T UT I L I T Y & A C C E S S EA S E M E N T ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 MAT C H L I N E - 1 3 + 0 0 . 0 0 FORCE MAIN 0+00.00 - 13+16.36 0+50 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030 1+00 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030 1+50 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030 2+00 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030 2+50 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030 3+00 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030 3+50 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030 4+00 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030 OF S T : 0 . 0 0 ' EL E V : 3 0 . 2 8 OF S T : 4 9 . 8 8 ' EL E V : 2 7 . 2 0 OF S T : 5 5 . 9 6 ' EL E V : 2 5 . 1 8 OF S T : 0 . 0 0 ' EL E V : 3 0 . 3 2 OF S T : 1 8 . 8 6 ' EL E V : 2 9 . 8 6 OF S T : 4 9 . 7 7 ' EL E V : 2 7 . 3 9 OF S T : 5 6 . 1 8 ' EL E V : 2 5 . 2 5 OF S T : 0 . 0 0 ' EL E V : 3 0 . 3 5 OF S T : 2 1 . 4 4 ' EL E V : 2 9 . 8 4 OF S T : 4 9 . 8 4 ' EL E V : 2 7 . 5 7 OF S T : 5 6 . 5 8 ' EL E V : 2 5 . 3 3 OF S T : 0 . 0 0 ' EL E V : 3 0 . 3 7 OF S T : 4 9 . 9 9 ' EL E V : 2 7 . 7 3 OF S T : 5 6 . 9 8 ' EL E V : 2 5 . 4 0 OF S T : 0 . 0 0 ' EL E V : 3 0 . 4 4 OF S T : 4 9 . 7 7 ' EL E V : 2 7 . 9 6 OF S T : 5 7 . 2 2 ' EL E V : 2 5 . 4 8 OF S T : 0 . 0 0 ' EL E V : 3 0 . 6 0 OF S T : 2 4 . 8 8 ' EL E V : 3 0 . 1 0 OF S T : 4 9 . 7 8 ' EL E V : 2 8 . 2 7 OF S T : 5 7 . 9 3 ' EL E V : 2 5 . 5 5 OF S T : 2 2 . 3 5 ' EL E V : 2 9 . 9 9 OF S T : 1 2 . 4 8 ' EL E V : 3 0 . 0 3 OF S T : 1 4 . 8 6 ' EL E V : 3 0 . 0 2 OF S T : 1 7 . 4 4 ' EL E V : 3 0 . 0 0 OF S T : 2 0 . 0 8 ' EL E V : 2 9 . 9 6 OF S T : 0 . 0 0 ' EL E V : 3 0 . 7 6 OF S T : 2 7 . 7 0 ' EL E V : 3 0 . 2 1 OF S T : 5 0 . 1 1 ' EL E V : 2 8 . 5 7 OF S T : 5 8 . 9 5 ' EL E V : 2 5 . 6 3 OF S T : 0 . 0 0 ' EL E V : 3 0 . 8 4 OF S T : 3 0 . 0 0 ' EL E V : 3 0 . 2 4 OF S T : 4 9 . 9 4 ' EL E V : 2 8 . 8 0 OF S T : 5 9 . 2 4 ' EL E V : 2 5 . 7 0 16" WATER MAIN (BY OTHERS)16" WATER MAIN (BY OTHERS) 16" WATER MAIN (BY OTHERS)16" WATER MAIN (BY OTHERS) 16" WATER MAIN (BY OTHERS)16" WATER MAIN (BY OTHERS) 16" WATER MAIN (BY OTHERS)16" WATER MAIN (BY OTHERS) OF S T : 1 6 . 4 8 ' EL E V : 2 9 . 8 7 OF S T : 2 6 . 3 5 ' EL E V : 2 9 . 8 3 OF S T : 2 8 . 8 8 ' EL E V : 2 9 . 9 4 OF S T : 3 1 . 7 0 ' EL E V : 3 0 . 0 5 OF S T : 3 4 . 0 0 ' EL E V : 3 0 . 0 8 R. O . W R. O . W R. O . W R. O . W R. O . W R. O . W R. O . W R. O . W OF S T : 9 . 0 0 ' EL E V : 3 0 . 1 0 OF S T : 9 . 0 0 ' EL E V : 3 0 . 1 7 OF S T : 9 . 0 0 ' EL E V : 3 0 . 2 6 OF S T : 9 . 0 0 ' EL E V : 3 0 . 5 8 OF S T : 9 . 0 0 ' EL E V : 3 0 . 1 4 OF S T : 9 . 0 0 ' EL E V : 3 0 . 1 9 OF S T : 9 . 0 0 ' EL E V : 3 0 . 4 2 OF S T : 9 . 0 0 ' EL E V : 3 0 . 6 6 -2%-2%-4% -8% 3:13:1 OF S T : 2 4 . 0 8 ' EL E V : 2 9 . 8 0 T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 3 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 8 : 1 1 P M HO L L Y S H E L T E R R O A D W A Y C R O S S S E C T I O N S 0 5'10'20' SCALE: 1"=10' HORZ. LVL MMS AMW C-4.00 HOLLY SHELTER ROADWAY IMPROVEMENT CROSS SECTIONS ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 0' 10' 20' SCALE: 1"=10' VERT. NOTE: ALL ROADWAY, SHOULDER, AND DITCH SLOPES ARE TYPICAL UNLESS OTHERWISE SPECIFIED 4+50 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030 5+00 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030 5+50 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030 6+00 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030 6+50 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030 7+00 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030 7+50 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030 8+00 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030 OF S T : 0 . 0 0 ' EL E V : 3 0 . 7 2 OF S T : 3 0 . 0 0 ' EL E V : 3 0 . 1 2 OF S T : 5 0 . 0 8 ' EL E V : 2 8 . 6 7 OF S T : 5 8 . 7 5 ' EL E V : 2 5 . 7 8 OF S T : 0 . 0 0 ' EL E V : 3 0 . 5 9 OF S T : 3 0 . 0 0 ' EL E V : 2 9 . 9 9 OF S T : 5 0 . 1 1 ' EL E V : 2 8 . 5 5 OF S T : 5 8 . 1 8 ' EL E V : 2 5 . 8 5 OF S T : 0 . 0 0 ' EL E V : 3 0 . 4 6 OF S T : 3 0 . 0 0 ' EL E V : 2 9 . 8 6 OF S T : 5 0 . 0 3 ' EL E V : 2 8 . 4 2 OF S T : 5 7 . 5 0 ' EL E V : 2 5 . 9 3 OF S T : 0 . 0 0 ' EL E V : 3 0 . 3 8 OF S T : 3 0 . 0 0 ' EL E V : 2 9 . 7 8 OF S T : 5 0 . 0 2 ' EL E V : 2 8 . 3 3 OF S T : 5 7 . 0 1 ' EL E V : 2 6 . 0 1 OF S T : 0 . 0 0 ' EL E V : 3 0 . 3 2 OF S T : 3 0 . 0 0 ' EL E V : 2 9 . 7 2 OF S T : 4 9 . 8 4 ' EL E V : 2 8 . 2 9 OF S T : 5 6 . 4 7 ' EL E V : 2 6 . 0 8 OF S T : 0 . 0 0 ' EL E V : 3 0 . 3 6 OF S T : 3 0 . 0 0 ' EL E V : 2 9 . 7 6 OF S T : 5 0 . 0 6 ' EL E V : 2 8 . 3 2 OF S T : 5 6 . 5 4 ' EL E V : 2 6 . 1 6 OF S T : 0 . 0 0 ' EL E V : 3 0 . 2 1 OF S T : 3 5 . 4 6 ' EL E V : 2 9 . 4 7 OF S T : 5 3 . 0 7 ' EL E V : 2 8 . 2 9 OF S T : 5 9 . 5 1 ' EL E V : 2 6 . 2 5 OF S T : 0 . 0 0 ' EL E V : 3 0 . 1 2 OF S T : 3 0 . 0 0 ' EL E V : 2 9 . 5 2 16" WATER MAIN (BY OTHERS)16" WATER MAIN (BY OTHERS) 16" WATER MAIN (BY OTHERS)16" WATER MAIN (BY OTHERS) 16" WATER MAIN (BY OTHERS) 16" WATER MAIN (BY OTHERS) 16" WATER MAIN (BY OTHERS)16" WATER MAIN (BY OTHERS) OF S T : 3 4 . 0 0 ' EL E V : 2 9 . 9 6 OF S T : 3 4 . 0 0 ' EL E V : 2 9 . 8 3 OF S T : 3 4 . 0 0 ' EL E V : 2 9 . 7 0 OF S T : 3 4 . 0 0 ' EL E V : 2 9 . 6 2 OF S T : 3 4 . 0 0 ' EL E V : 2 9 . 5 6 OF S T : 3 4 . 0 0 ' EL E V : 2 9 . 6 0 OF S T : 3 9 . 8 2 ' EL E V : 2 9 . 2 9 R. O . W R. O . W R. O . W R. O . W R. O . W R. O . W R. O . W R. O . W OF S T : 9 . 0 0 ' EL E V : 3 0 . 5 4 OF S T : 9 . 0 0 ' EL E V : 3 0 . 2 8 OF S T : 9 . 0 0 ' EL E V : 3 0 . 1 4 OF S T : 9 . 0 0 ' EL E V : 3 0 . 4 1 OF S T : 9 . 0 0 ' EL E V : 3 0 . 2 0 OF S T : 9 . 0 0 ' EL E V : 3 0 . 1 8 OF S T : 9 . 0 0 ' EL E V : 3 0 . 0 3 OF S T : 9 . 0 0 ' EL E V : 2 9 . 9 4 -2%-2%-4%-8% 3:13:1 T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 3 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 8 : 1 1 P M HO L L Y S H E L T E R R O A D W A Y C R O S S S E C T I O N S 0 5'10'20' SCALE: 1"=10' HORZ. LVL MMS AMW C-4.01 HOLLY SHELTER ROADWAY IMPROVEMENT CROSS SECTIONS ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 0' 10' 20' SCALE: 1"=10' VERT. NOTE: ALL ROADWAY, SHOULDER, AND DITCH SLOPES ARE TYPICAL UNLESS OTHERWISE SPECIFIED 8+50 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030 9+00 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030 OF S T : 0 . 0 0 ' EL E V : 3 0 . 0 7 OF S T : 3 0 . 0 0 ' EL E V : 2 9 . 4 7 OF S T : 4 4 . 4 8 ' EL E V : 2 9 . 0 2 OF S T : 6 2 . 2 6 ' EL E V : 2 8 . 2 2 OF S T : 0 . 0 0 ' EL E V : 3 0 . 0 3 OF S T : 2 0 . 0 0 ' EL E V : 2 9 . 6 0 OF S T : 3 0 . 0 6 ' EL E V : 2 8 . 9 6 OF S T : 4 0 . 0 4 ' EL E V : 2 5 . 6 3 16" WATER MAIN (BY OTHERS)16" WATER MAIN (BY OTHERS) OF S T : 5 0 . 9 2 ' EL E V : 2 8 . 8 1 OF S T : 4 9 . 9 5 ' EL E V : 2 8 . 9 4 R. O . W R. O . W OF S T : 9 . 0 0 ' EL E V : 2 9 . 8 9 OF S T : 9 . 0 1 ' EL E V : 2 9 . 8 5 3:13:1 -2%-2%-4%-8% T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 3 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 8 : 1 2 P M HO L L Y S H E L T E R R O A D W A Y C R O S S S E C T I O N S 0 5'10'20' SCALE: 1"=10' HORZ. LVL MMS AMW C-4.02 HOLLY SHELTER ROADWAY IMPROVEMENT CROSS SECTIONS ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 0' 10' 20' SCALE: 1"=10' VERT. NOTE: ALL ROADWAY, SHOULDER, AND DITCH SLOPES ARE TYPICAL UNLESS OTHERWISE SPECIFIED 0+50 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100110 1+00 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100110 1+50 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100110 2+00 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100110 OF S T : 0 . 0 0 ' EL E V : 2 9 . 3 0 OF S T : - 3 8 . 0 4 ' EL E V : 2 8 . 9 5 OF S T : - 5 0 . 7 5 ' EL E V : 2 8 . 4 0 OF S T : - 6 2 . 4 3 ' EL E V : 2 5 . 8 0 OF S T : 3 4 . 7 1 ' EL E V : 2 9 . 2 3 OF S T : 0 . 0 0 ' EL E V : 2 9 . 0 1 OF S T : - 2 5 . 5 0 ' EL E V : 2 8 . 5 0 OF S T : - 3 5 . 5 0 ' EL E V : 2 7 . 8 6 OF S T : - 4 0 . 8 9 ' EL E V : 2 6 . 0 7 OF S T : 1 3 . 5 0 ' EL E V : 2 8 . 7 5 OF S T : 2 3 . 4 6 ' EL E V : 2 8 . 1 1 OF S T : 2 8 . 7 4 ' EL E V : 2 6 . 3 5 OF S T : 0 . 0 0 ' EL E V : 2 9 . 2 8 OF S T : - 2 5 . 5 0 ' EL E V : 2 8 . 7 8 OF S T : - 3 1 . 5 0 ' EL E V : 2 8 . 3 8 OF S T : - 3 6 . 9 0 ' EL E V : 2 6 . 5 9 OF S T : - 4 2 . 2 0 ' EL E V : 2 8 . 3 8 OF S T : - 5 4 . 7 0 ' EL E V : 2 8 . 6 3 OF S T : 1 3 . 5 0 ' EL E V : 2 9 . 0 1 OF S T : 1 9 . 5 0 ' EL E V : 2 8 . 6 1 OF S T : 2 3 . 9 6 ' EL E V : 2 7 . 1 3 OF S T : 2 8 . 4 2 ' EL E V : 2 8 . 6 1 OF S T : 4 0 . 9 2 ' EL E V : 2 8 . 8 6 16" C-900 DR18 WATER MAIN OF S T : 0 . 0 0 ' EL E V : 2 9 . 7 9 OF S T : - 2 5 . 4 7 ' EL E V : 2 9 . 2 9 OF S T : - 3 1 . 4 7 ' EL E V : 2 8 . 8 9 OF S T : - 3 6 . 8 4 ' EL E V : 2 7 . 1 0 OF S T : - 4 2 . 2 0 ' EL E V : 2 8 . 8 9 OF S T : - 5 4 . 7 0 ' EL E V : 2 9 . 1 4 OF S T : 1 3 . 5 9 ' EL E V : 2 9 . 5 2 OF S T : 1 9 . 5 9 ' EL E V : 2 9 . 1 2 OF S T : 2 3 . 2 0 ' EL E V : 2 7 . 9 2 OF S T : 2 6 . 8 1 ' EL E V : 2 9 . 1 2 OF S T : 3 9 . 3 1 ' EL E V : 2 9 . 3 7 OF S T : 4 0 . 6 5 ' EL E V : 2 9 . 1 1 OF S T : - 4 2 . 9 8 ' EL E V : 2 8 . 8 2 OF S T : 1 7 . 5 0 ' EL E V : 2 8 . 5 9 OF S T : - 2 9 . 5 0 ' EL E V : 2 8 . 3 4 OF S T : 1 5 . 5 0 ' EL E V : 2 8 . 9 3 OF S T : - 2 7 . 5 0 ' EL E V : 2 8 . 7 0 OF S T : 1 5 . 5 9 ' EL E V : 2 9 . 4 4 OF S T : - 2 7 . 4 7 ' EL E V : 2 9 . 2 1 6" CONDUIT DUKE ENERGY 6" CONDUIT DUKE ENERGY 6" CONDUIT DUKE ENERGY 6" CONDUIT DUKE ENERGY R. O . W R. O . W R. O . W R. O . W R. O . W R. O . W R. O . W R. O . W AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T 12" C-900 DR18 FORCE MAIN 12" C-900 DR18 FORCE MAIN 12" C-900 DR18 FORCE MAIN 16" C-900 DR18 WATER MAIN 16" C-900 DR18 WATER MAIN -2.00%-4.00%-8%-2%-4%-8%3:13:13:13:1 T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 3 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 8 : 1 2 P M 0 5'10'20' SCALE: 1"=10' HORZ. LVL MMS AMW BUSINESS PARK ROADWAY CROSS SECTIONS ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 0' 10' 20' SCALE: 1"=10' VERT. NOTE: ALL ROADWAY, SHOULDER, AND DITCH SLOPES ARE TYPICAL UNLESS OTHERWISE SPECIFIED BU S I N E S S P A R K R O A D W A Y C R O S S S E C T I O N S C-3.03 2+50 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 3+00 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 3+50 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 4+00 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 16" C-900 DR18 WATER MAIN 16" C-900 DR18 WATER MAIN 16" C-900 DR18 WATER MAIN 16" C-900 DR18 WATER MAIN OF S T : 0 . 0 0 ' EL E V : 3 0 . 1 9 OF S T : - 3 . 2 1 ' EL E V : 3 0 . 1 2 OF S T : 3 . 2 3 ' EL E V : 3 0 . 1 2 OF S T : - 2 2 . 5 7 ' EL E V : 2 9 . 7 4 OF S T : 1 6 . 5 0 ' EL E V : 2 9 . 8 6 OF S T : 2 2 . 5 0 ' EL E V : 2 9 . 4 6 OF S T : 2 8 . 5 9 ' EL E V : 2 9 . 4 6 OF S T : 2 5 . 5 5 ' EL E V : 2 8 . 4 4 OF S T : 4 1 . 0 9 ' EL E V : 2 9 . 7 1 OF S T : 1 8 . 5 0 ' EL E V : 2 9 . 7 8 OF S T : - 2 4 . 5 7 ' EL E V : 2 9 . 6 6 OF S T : - 2 8 . 5 7 ' EL E V : 2 9 . 3 4 OF S T : - 3 3 . 7 3 ' EL E V : 2 7 . 6 2 OF S T : - 3 8 . 8 8 ' EL E V : 2 9 . 3 4 OF S T : - 5 1 . 3 8 ' EL E V : 2 9 . 5 9 OF S T : 0 . 0 0 ' EL E V : 3 0 . 1 7 OF S T : 6 . 2 3 ' EL E V : 3 0 . 0 5 OF S T : - 6 . 1 8 ' EL E V : 3 0 . 0 5 OF S T : - 1 9 . 5 7 ' EL E V : 2 9 . 7 8 OF S T : - 2 1 . 5 7 ' EL E V : 2 9 . 7 0 OF S T : - 2 5 . 5 7 ' EL E V : 2 9 . 3 8 OF S T : - 3 1 . 4 6 ' EL E V : 2 7 . 4 1 OF S T : - 3 7 . 3 6 ' EL E V : 2 9 . 3 8 OF S T : - 4 9 . 8 6 ' EL E V : 2 9 . 6 3 OF S T : 1 9 . 5 0 ' EL E V : 2 9 . 7 8 OF S T : 2 1 . 5 0 ' EL E V : 2 9 . 7 0 OF S T : 2 5 . 5 0 ' EL E V : 2 9 . 3 8 OF S T : 2 9 . 0 1 ' EL E V : 2 8 . 2 1 OF S T : 3 2 . 5 2 ' EL E V : 2 9 . 3 8 OF S T : 4 5 . 0 2 ' EL E V : 2 9 . 6 3 OF S T : - 5 0 . 7 2 ' EL E V : 2 9 . 5 8 OF S T : - 3 8 . 2 2 ' EL E V : 2 9 . 3 3 OF S T : - 3 1 . 8 6 ' EL E V : 2 7 . 2 1 OF S T : - 2 5 . 5 0 ' EL E V : 2 9 . 3 3 OF S T : - 2 1 . 5 0 ' EL E V : 2 9 . 6 5 OF S T : - 1 9 . 5 0 ' EL E V : 2 9 . 7 3 OF S T : - 6 . 2 5 ' EL E V : 2 9 . 9 9 OF S T : 0 . 0 0 ' EL E V : 3 0 . 1 2 OF S T : 6 . 2 5 ' EL E V : 2 9 . 9 9 OF S T : 1 9 . 5 0 ' EL E V : 2 9 . 7 3 OF S T : 2 1 . 5 0 ' EL E V : 2 9 . 6 5 OF S T : 2 5 . 5 0 ' EL E V : 2 9 . 3 3 OF S T : 2 9 . 5 2 ' EL E V : 2 7 . 9 9 OF S T : 3 3 . 5 4 ' EL E V : 2 9 . 3 3 OF S T : 4 6 . 0 4 ' EL E V : 2 9 . 5 8 OF S T : - 5 1 . 6 2 ' EL E V : 2 9 . 5 3 OF S T : - 3 9 . 1 2 ' EL E V : 2 9 . 2 8 OF S T : - 3 2 . 3 1 ' EL E V : 2 7 . 0 1 OF S T : - 2 5 . 5 0 ' EL E V : 2 9 . 2 8 OF S T : - 2 1 . 5 0 ' EL E V : 2 9 . 6 0 OF S T : - 1 9 . 5 0 ' EL E V : 2 9 . 6 8 OF S T : - 6 . 2 5 ' EL E V : 2 9 . 9 4 OF S T : 0 . 0 0 ' EL E V : 3 0 . 0 7 OF S T : 6 . 2 5 ' EL E V : 2 9 . 9 4 OF S T : 1 9 . 5 0 ' EL E V : 2 9 . 6 8 OF S T : 2 1 . 5 0 ' EL E V : 2 9 . 6 0 OF S T : 2 5 . 5 0 ' EL E V : 2 9 . 2 8 OF S T : 3 0 . 0 5 ' EL E V : 2 7 . 7 6 OF S T : 3 4 . 6 1 ' EL E V : 2 9 . 2 8 OF S T : 4 7 . 1 1 ' EL E V : 2 9 . 5 3 6" CONDUIT DUKE ENERGY 6" CONDUIT DUKE ENERGY 6" CONDUIT DUKE ENERGY 6" CONDUIT DUKE ENERGY R. O . W R. O . W R. O . W R. O . W R. O . W R. O . W R. O . W R. O . W AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T 12" C-900 DR18 FORCE MAIN 12" C-900 DR18 FORCE MAIN 12" C-900 DR18 FORCE MAIN 12" C-900 DR18 WATER MAIN 3:13:13:13:1 -2.00%-2.00%-2%-4%-8%4%2%8%-2%2% T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 3 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 8 : 1 3 P M BU S I N E S S P A R K R O A D W A Y C R O S S S E C T I O N S 0 5'10'20' SCALE: 1"=10' HORZ. LVL MMS AMW C-4.04 BUSINESS PARK ROADWAY CROSS SECTIONS ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 0' 10' 20' SCALE: 1"=10' VERT. NOTE: ALL ROADWAY, SHOULDER, AND DITCH SLOPES ARE TYPICAL UNLESS OTHERWISE SPECIFIED 4+50 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 5+00 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 5+50 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 6+00 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 16" C-900 DR18 WATER MAIN 16" C-900 DR18 WATER MAIN OF S T : - 5 2 . 5 1 ' EL E V : 2 9 . 4 7 OF S T : - 4 0 . 0 1 ' EL E V : 2 9 . 2 2 OF S T : - 3 2 . 7 6 ' EL E V : 2 6 . 8 0 OF S T : - 2 5 . 5 0 ' EL E V : 2 9 . 2 2 OF S T : - 2 1 . 5 0 ' EL E V : 2 9 . 5 4 OF S T : - 1 9 . 5 0 ' EL E V : 2 9 . 6 2 OF S T : - 6 . 2 5 ' EL E V : 2 9 . 8 9 OF S T : 0 . 0 0 ' EL E V : 3 0 . 0 1 OF S T : 6 . 2 5 ' EL E V : 2 9 . 8 9 OF S T : 1 9 . 5 0 ' EL E V : 2 9 . 6 2 OF S T : 2 1 . 5 0 ' EL E V : 2 9 . 5 4 OF S T : 2 5 . 5 0 ' EL E V : 2 9 . 2 2 OF S T : 3 0 . 5 8 ' EL E V : 2 7 . 5 3 OF S T : 3 5 . 6 7 ' EL E V : 2 9 . 2 2 OF S T : 4 8 . 1 7 ' EL E V : 2 9 . 4 7 OF S T : - 5 3 . 4 1 ' EL E V : 2 9 . 4 2 OF S T : - 4 0 . 9 1 ' EL E V : 2 9 . 1 7 OF S T : - 3 3 . 2 1 ' EL E V : 2 6 . 6 0 OF S T : - 2 5 . 5 0 ' EL E V : 2 9 . 1 7 OF S T : - 2 1 . 5 0 ' EL E V : 2 9 . 4 9 OF S T : - 1 9 . 5 0 ' EL E V : 2 9 . 5 7 OF S T : - 6 . 2 5 ' EL E V : 2 9 . 8 4 OF S T : 0 . 0 0 ' EL E V : 2 9 . 9 6 OF S T : 6 . 2 5 ' EL E V : 2 9 . 8 4 OF S T : 1 9 . 5 0 ' EL E V : 2 9 . 5 7 OF S T : 2 1 . 5 0 ' EL E V : 2 9 . 4 9 OF S T : 2 5 . 5 0 ' EL E V : 2 9 . 1 7 OF S T : 3 1 . 1 2 ' EL E V : 2 7 . 3 0 OF S T : 3 6 . 7 3 ' EL E V : 2 9 . 1 7 OF S T : 4 9 . 2 3 ' EL E V : 2 9 . 4 2 OF S T : - 5 4 . 3 1 ' EL E V : 2 9 . 3 7 OF S T : - 4 1 . 8 1 ' EL E V : 2 9 . 1 2 OF S T : - 3 3 . 6 5 ' EL E V : 2 6 . 4 0 OF S T : - 2 5 . 5 0 ' EL E V : 2 9 . 1 2 OF S T : - 2 1 . 5 0 ' EL E V : 2 9 . 4 4 OF S T : - 1 9 . 5 0 ' EL E V : 2 9 . 5 2 OF S T : - 6 . 2 5 ' EL E V : 2 9 . 7 8 OF S T : 0 . 0 0 ' EL E V : 2 9 . 9 1 OF S T : 6 . 2 5 ' EL E V : 2 9 . 7 8 OF S T : 1 9 . 5 0 ' EL E V : 2 9 . 5 2 OF S T : 2 1 . 5 0 ' EL E V : 2 9 . 4 4 OF S T : 2 5 . 5 0 ' EL E V : 2 9 . 1 2 OF S T : 3 1 . 6 5 ' EL E V : 2 7 . 0 7 OF S T : 3 7 . 7 9 ' EL E V : 2 9 . 1 2 OF S T : 5 0 . 2 9 ' EL E V : 2 9 . 3 7 OF S T : - 5 5 . 2 0 ' EL E V : 2 9 . 3 2 OF S T : - 4 2 . 7 0 ' EL E V : 2 9 . 0 7 OF S T : - 3 4 . 1 0 ' EL E V : 2 6 . 2 0 OF S T : - 2 5 . 5 0 ' EL E V : 2 9 . 0 7 OF S T : - 2 1 . 5 0 ' EL E V : 2 9 . 3 9 OF S T : - 1 9 . 5 0 ' EL E V : 2 9 . 4 7 OF S T : - 6 . 2 5 ' EL E V : 2 9 . 7 3 OF S T : 0 . 0 0 ' EL E V : 2 9 . 8 6 OF S T : 6 . 2 5 ' EL E V : 2 9 . 7 3 OF S T : 1 9 . 5 0 ' EL E V : 2 9 . 4 7 OF S T : 2 1 . 5 0 ' EL E V : 2 9 . 3 9 OF S T : 2 5 . 5 0 ' EL E V : 2 9 . 0 7 OF S T : 3 2 . 1 8 ' EL E V : 2 6 . 8 4 OF S T : 3 8 . 8 6 ' EL E V : 2 9 . 0 7 OF S T : 5 1 . 3 6 ' EL E V : 2 9 . 3 2 6" CONDUIT DUKE ENERGY 6" CONDUIT DUKE ENERGY 6" CONDUIT DUKE ENERGY 6" CONDUIT DUKE ENERGY R. O . W R. O . W R. O . W R. O . W R. O . W R. O . W R. O . W R. O . W AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T 12" C-900 DR18 FORCE MAIN 12" C-900 DR18 FORCE MAIN 12" C-900 DR18 FORCE MAIN 12" C-900 DR18 FORCE MAIN 3:13:13:13:1 -2%2%8%4%2%-2%-4%-8%-2%2% 16" DIP WATER MAIN 16" DIP WATER MAIN T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 3 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 8 : 1 3 P M BU S I N E S S P A R K R O A D W A Y C R O S S S E C T I O N S 0 5'10'20' SCALE: 1"=10' HORZ. LVL MMS AMW C-4.05 BUSINESS PARK ROADWAY CROSS SECTIONS ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 0' 10' 20' SCALE: 1"=10' VERT. NOTE: ALL ROADWAY, SHOULDER, AND DITCH SLOPES ARE TYPICAL UNLESS OTHERWISE SPECIFIED 6+50 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 7+00 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 7+50 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 8+00 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 16" C-900 DR18 WATER MAIN 16" C-900 DR18 WATER MAIN OF S T : - 5 6 . 1 0 ' EL E V : 2 9 . 2 6 OF S T : - 4 3 . 6 0 ' EL E V : 2 9 . 0 1 OF S T : - 3 4 . 5 5 ' EL E V : 2 6 . 0 0 OF S T : - 2 5 . 5 0 ' EL E V : 2 9 . 0 1 OF S T : - 2 1 . 5 0 ' EL E V : 2 9 . 3 3 OF S T : - 1 9 . 5 0 ' EL E V : 2 9 . 4 1 OF S T : - 6 . 2 5 ' EL E V : 2 9 . 6 8 OF S T : 0 . 0 0 ' EL E V : 2 9 . 8 0 OF S T : 6 . 2 5 ' EL E V : 2 9 . 6 8 OF S T : 1 9 . 5 0 ' EL E V : 2 9 . 4 1 OF S T : 2 1 . 5 0 ' EL E V : 2 9 . 3 3 OF S T : 2 5 . 5 0 ' EL E V : 2 9 . 0 1 OF S T : 3 2 . 7 1 ' EL E V : 2 6 . 6 1 OF S T : 3 9 . 9 2 ' EL E V : 2 9 . 0 1 OF S T : 5 2 . 4 2 ' EL E V : 2 9 . 2 6 OF S T : - 5 6 . 9 9 ' EL E V : 2 9 . 2 1 OF S T : - 4 4 . 4 9 ' EL E V : 2 8 . 9 6 OF S T : - 3 5 . 0 0 ' EL E V : 2 5 . 8 0 OF S T : - 2 5 . 5 0 ' EL E V : 2 8 . 9 6 OF S T : - 2 1 . 5 0 ' EL E V : 2 9 . 2 8 OF S T : - 1 9 . 5 0 ' EL E V : 2 9 . 3 6 OF S T : - 6 . 2 5 ' EL E V : 2 9 . 6 3 OF S T : 0 . 0 0 ' EL E V : 2 9 . 7 5 OF S T : 6 . 2 5 ' EL E V : 2 9 . 6 3 OF S T : 1 9 . 5 0 ' EL E V : 2 9 . 3 6 OF S T : 2 1 . 5 0 ' EL E V : 2 9 . 2 8 OF S T : 2 5 . 5 0 ' EL E V : 2 8 . 9 6 OF S T : 3 3 . 2 4 ' EL E V : 2 6 . 3 8 OF S T : 4 0 . 9 8 ' EL E V : 2 8 . 9 6 OF S T : 5 3 . 4 8 ' EL E V : 2 9 . 2 1 6" CONDUIT DUKE ENERGY 6" CONDUIT DUKE ENERGY 6" CONDUIT DUKE ENERGY 6" CONDUIT DUKE ENERGY OF S T : - 5 7 . 8 9 ' EL E V : 2 9 . 1 6 OF S T : - 4 5 . 3 9 ' EL E V : 2 8 . 9 1 OF S T : - 3 5 . 4 5 ' EL E V : 2 5 . 6 0 OF S T : - 2 5 . 5 0 ' EL E V : 2 8 . 9 1 OF S T : - 2 1 . 5 0 ' EL E V : 2 9 . 2 3 OF S T : - 1 9 . 5 0 ' EL E V : 2 9 . 3 1 OF S T : - 6 . 2 5 ' EL E V : 2 9 . 5 8 OF S T : 0 . 0 0 ' EL E V : 2 9 . 7 0 OF S T : 6 . 2 5 ' EL E V : 2 9 . 5 8 OF S T : 1 9 . 5 0 ' EL E V : 2 9 . 3 1 OF S T : 2 1 . 5 0 ' EL E V : 2 9 . 2 3 OF S T : 2 5 . 5 0 ' EL E V : 2 8 . 9 1 OF S T : 3 3 . 7 7 ' EL E V : 2 6 . 1 5 OF S T : 4 2 . 0 5 ' EL E V : 2 8 . 9 1 OF S T : 5 4 . 5 5 ' EL E V : 2 9 . 1 6 R. O . W R. O . W R. O . W R. O . W R. O . W R. O . W R. O . W R. O . W AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T OF S T : - 5 8 . 7 8 ' EL E V : 2 9 . 1 1 OF S T : - 4 6 . 2 8 ' EL E V : 2 8 . 8 6 OF S T : - 3 5 . 8 9 ' EL E V : 2 5 . 3 9 OF S T : - 2 5 . 5 0 ' EL E V : 2 8 . 8 6 OF S T : - 2 1 . 5 0 ' EL E V : 2 9 . 1 8 OF S T : - 1 9 . 5 0 ' EL E V : 2 9 . 2 6 OF S T : - 6 . 2 5 ' EL E V : 2 9 . 5 2 OF S T : 0 . 0 0 ' EL E V : 2 9 . 6 5 OF S T : 6 . 2 5 ' EL E V : 2 9 . 5 2 OF S T : 1 9 . 5 0 ' EL E V : 2 9 . 2 6 OF S T : 2 1 . 5 0 ' EL E V : 2 9 . 1 8 OF S T : 2 5 . 5 0 ' EL E V : 2 8 . 8 6 OF S T : 3 4 . 3 0 ' EL E V : 2 5 . 9 2 OF S T : 4 3 . 1 1 ' EL E V : 2 8 . 8 6 OF S T : 5 5 . 6 1 ' EL E V : 2 9 . 1 1 12" C-900 DR18 FORCE MAIN 12" C-900 DR18 FORCE MAIN 12" C-900 DR18 FORCE MAIN 12" C-900 DR18 FORCE MAIN -2%-2%-4%-8%8%4%2% 3:13:1 3:13:1 2% 16" C-900 DR18 WATER MAIN -2%2% 16" C-900 DR18 WATER MAIN T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 3 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 8 : 1 2 P M BU S I N E S S P A R K R O A D W A Y C R O S S S E C T I O N S 0 5'10'20' SCALE: 1"=10' HORZ. LVL MMS AMW C-4.06 BUSINESS PARK ROADWAY CROSS SECTIONS ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 0' 10' 20' SCALE: 1"=10' VERT. NOTE: ALL ROADWAY, SHOULDER, AND DITCH SLOPES ARE TYPICAL UNLESS OTHERWISE SPECIFIED 8+50 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 9+00 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 9+50 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 10+00 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 6" CONDUIT DUKE ENERGY 6" CONDUIT DUKE ENERGY 6" CONDUIT DUKE ENERGY 6" CONDUIT DUKE ENERGY R. O . W R. O . W R. O . W R. O . W R. O . W R. O . W R. O . W R. O . W AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T OF S T : - 5 9 . 6 8 ' EL E V : 2 9 . 0 6 OF S T : - 4 7 . 1 8 ' EL E V : 2 8 . 8 1 OF S T : - 3 6 . 3 4 ' EL E V : 2 5 . 1 9 OF S T : - 2 5 . 5 0 ' EL E V : 2 8 . 8 1 OF S T : - 2 1 . 5 0 ' EL E V : 2 9 . 1 3 OF S T : - 1 9 . 5 0 ' EL E V : 2 9 . 2 1 OF S T : - 6 . 2 5 ' EL E V : 2 9 . 4 7 OF S T : 0 . 0 0 ' EL E V : 2 9 . 6 0 OF S T : 6 . 2 5 ' EL E V : 2 9 . 4 7 OF S T : 1 9 . 5 0 ' EL E V : 2 9 . 2 1 OF S T : 2 1 . 5 0 ' EL E V : 2 9 . 1 3 OF S T : 2 5 . 5 0 ' EL E V : 2 8 . 8 1 OF S T : 3 4 . 8 3 ' EL E V : 2 5 . 6 9 OF S T : 4 4 . 1 7 ' EL E V : 2 8 . 8 1 OF S T : 5 6 . 6 7 ' EL E V : 2 9 . 0 6 OF S T : - 6 0 . 5 8 ' EL E V : 2 9 . 0 0 OF S T : - 4 8 . 0 8 ' EL E V : 2 8 . 7 5 OF S T : - 3 6 . 7 9 ' EL E V : 2 4 . 9 9 OF S T : - 2 5 . 5 0 ' EL E V : 2 8 . 7 5 OF S T : - 2 1 . 5 0 ' EL E V : 2 9 . 0 7 OF S T : - 1 9 . 5 0 ' EL E V : 2 9 . 1 5 OF S T : - 6 . 2 5 ' EL E V : 2 9 . 4 2 OF S T : 0 . 0 0 ' EL E V : 2 9 . 5 4 OF S T : 6 . 2 5 ' EL E V : 2 9 . 4 2 OF S T : 1 9 . 5 0 ' EL E V : 2 9 . 1 5 OF S T : 2 1 . 5 0 ' EL E V : 2 9 . 0 7 OF S T : 2 5 . 5 0 ' EL E V : 2 8 . 7 5 OF S T : 3 5 . 3 7 ' EL E V : 2 5 . 4 6 OF S T : 4 5 . 2 4 ' EL E V : 2 8 . 7 5 OF S T : 5 7 . 7 4 ' EL E V : 2 9 . 0 0 OF S T : - 6 1 . 4 7 ' EL E V : 2 8 . 9 5 OF S T : - 4 8 . 9 7 ' EL E V : 2 8 . 7 0 OF S T : - 3 7 . 2 4 ' EL E V : 2 4 . 7 9 OF S T : - 2 5 . 5 0 ' EL E V : 2 8 . 7 0 OF S T : - 2 1 . 5 0 ' EL E V : 2 9 . 0 2 OF S T : - 1 9 . 5 0 ' EL E V : 2 9 . 1 0 OF S T : - 6 . 2 5 ' EL E V : 2 9 . 3 7 OF S T : 0 . 0 0 ' EL E V : 2 9 . 4 9 OF S T : 6 . 2 5 ' EL E V : 2 9 . 3 7 OF S T : 1 9 . 5 0 ' EL E V : 2 9 . 1 0 OF S T : 2 1 . 5 0 ' EL E V : 2 9 . 0 2 OF S T : 2 5 . 5 0 ' EL E V : 2 8 . 7 0 OF S T : 3 5 . 9 0 ' EL E V : 2 5 . 2 3 OF S T : 4 6 . 3 0 ' EL E V : 2 8 . 7 0 OF S T : 5 8 . 8 0 ' EL E V : 2 8 . 9 5 OF S T : - 6 2 . 3 7 ' EL E V : 2 8 . 9 0 OF S T : - 4 9 . 8 7 ' EL E V : 2 8 . 6 5 OF S T : - 3 7 . 6 9 ' EL E V : 2 4 . 5 9 OF S T : - 2 5 . 5 0 ' EL E V : 2 8 . 6 5 OF S T : - 2 1 . 5 0 ' EL E V : 2 8 . 9 7 OF S T : - 1 9 . 5 0 ' EL E V : 2 9 . 0 5 OF S T : 0 . 0 0 ' EL E V : 2 9 . 4 4 OF S T : 1 9 . 5 0 ' EL E V : 2 9 . 0 5 OF S T : 2 1 . 5 0 ' EL E V : 2 8 . 9 7 OF S T : 2 5 . 5 0 ' EL E V : 2 8 . 6 5 OF S T : 3 6 . 4 3 ' EL E V : 2 5 . 0 0 OF S T : 4 7 . 3 6 ' EL E V : 2 8 . 6 5 OF S T : 5 9 . 8 6 ' EL E V : 2 8 . 9 0 12" C-900 DR18 FORCE MAIN 12" C-900 DR18 FORCE MAIN 12" C-900 DR18 FORCE MAIN -2%-2%-4%-8%8%4%2% 3:13:1 3:13:1 -2%2% 16" C-900 DR18 WATER MAIN 16" DIP WATER MAIN 16" DIP WATER MAIN 16" DIP WATER MAIN T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 3 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 8 : 1 2 P M BU S I N E S S P A R K R O A D W A Y C R O S S S E C T I O N S 0 5'10'20' SCALE: 1"=10' HORZ. LVL MMS AMW C-4.07 BUSINESS PARK ROADWAY CROSS SECTIONS ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 0' 10' 20' SCALE: 1"=10' VERT. NOTE: ALL ROADWAY, SHOULDER, AND DITCH SLOPES ARE TYPICAL UNLESS OTHERWISE SPECIFIED 10+50 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 11+00 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 90 1000102030405060708090100 11+50 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 12+00 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 24" RCP STORM 6" CONDUIT DUKE ENERGY 6" CONDUIT DUKE ENERGY 6" CONDUIT DUKE ENERGY 6" CONDUIT DUKE ENERGY R. O . W R. O . W R. O . W R. O . W R. O . W R. O . W R. O . W R. O . W AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T OF S T : - 6 3 . 2 6 ' EL E V : 2 8 . 8 5 OF S T : - 5 0 . 7 6 ' EL E V : 2 8 . 6 0 OF S T : - 3 8 . 1 3 ' EL E V : 2 4 . 3 9 OF S T : - 2 5 . 5 0 ' EL E V : 2 8 . 6 0 OF S T : - 2 1 . 5 0 ' EL E V : 2 8 . 9 2 OF S T : - 1 9 . 5 0 ' EL E V : 2 9 . 0 0 OF S T : 0 . 0 0 ' EL E V : 2 9 . 3 9 OF S T : 1 9 . 5 0 ' EL E V : 2 9 . 0 0 OF S T : 3 9 . 5 7 ' EL E V : 2 8 . 5 6 OF S T : 4 2 . 4 1 ' EL E V : 2 8 . 4 6 OF S T : - 6 4 . 1 6 ' EL E V : 2 8 . 7 9 OF S T : - 5 1 . 6 6 ' EL E V : 2 8 . 5 4 OF S T : - 5 0 . 5 6 ' EL E V : 2 6 . 3 8 OF S T : - 3 2 . 5 6 ' EL E V : 2 6 . 1 9 OF S T : - 2 5 . 5 0 ' EL E V : 2 8 . 5 4 OF S T : - 2 1 . 5 0 ' EL E V : 2 8 . 8 6 OF S T : - 1 9 . 5 0 ' EL E V : 2 8 . 9 4 OF S T : 0 . 0 0 ' EL E V : 2 9 . 3 3 OF S T : 1 9 . 5 0 ' EL E V : 2 8 . 9 4 OF S T : 6 3 . 4 0 ' EL E V : 2 8 . 2 5 OF S T : 6 5 . 2 6 ' EL E V : 2 8 . 2 1 OF S T : 8 9 . 5 0 ' EL E V : 2 7 . 7 3 OF S T : - 6 5 . 0 6 ' EL E V : 2 8 . 7 4 OF S T : - 5 2 . 5 6 ' EL E V : 2 8 . 4 9 OF S T : - 3 9 . 0 3 ' EL E V : 2 3 . 9 8 OF S T : - 2 5 . 5 0 ' EL E V : 2 8 . 4 9 OF S T : - 2 1 . 5 0 ' EL E V : 2 8 . 8 1 OF S T : - 1 9 . 5 0 ' EL E V : 2 8 . 8 9 OF S T : 0 . 0 0 ' EL E V : 2 9 . 2 8 OF S T : 2 7 . 2 8 ' EL E V : 2 8 . 3 5 OF S T : 6 3 . 4 7 ' EL E V : 2 2 . 9 4 OF S T : 2 3 . 1 7 ' EL E V : 2 8 . 6 8 OF S T : 2 1 . 1 2 ' EL E V : 2 8 . 7 6 OF S T : - 6 6 . 8 3 ' EL E V : 2 8 . 6 9 OF S T : - 5 4 . 3 3 ' EL E V : 2 8 . 4 4 OF S T : - 3 9 . 9 2 ' EL E V : 2 3 . 6 3 OF S T : - 2 5 . 5 0 ' EL E V : 2 8 . 4 4 OF S T : - 2 1 . 5 0 ' EL E V : 2 8 . 7 6 OF S T : - 1 9 . 5 0 ' EL E V : 2 8 . 8 4 OF S T : - 6 . 2 5 ' EL E V : 2 9 . 1 0 OF S T : 0 . 0 0 ' EL E V : 2 9 . 2 3 OF S T : 6 . 2 5 ' EL E V : 2 9 . 1 0 OF S T : 1 9 . 4 9 ' EL E V : 2 8 . 8 4 OF S T : 2 1 . 4 9 ' EL E V : 2 8 . 7 6 OF S T : 2 5 . 4 9 ' EL E V : 2 8 . 4 4 OF S T : 6 4 . 7 6 ' EL E V : 2 2 . 5 3 27"X44" RCP ARCH STORM 27"X44" RCP ARCH STORM 10" C900 DR18 PVC SEWER MAIN -2%8%4%2%-3% 3:13:1 3:1 -2% 16" C-900 DR18 WATER MAIN 16" C-900 DR18 WATER MAIN 16" C-900 DR18 WATER MAIN 16" C-900 DR18 WATER MAIN 10" C900 DR18 PVC SEWER MAIN 10" C900 DR18 PVC SEWER MAIN T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 3 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 8 : 1 2 P M BU S I N E S S P A R K R O A D W A Y C R O S S S E C T I O N S 0 5'10'20' SCALE: 1"=10' HORZ. LVL MMS AMW C-4.08 BUSINESS PARK ROADWAY CROSS SECTIONS ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 0' 10' 20' SCALE: 1"=10' VERT. NOTE: ALL ROADWAY, SHOULDER, AND DITCH SLOPES ARE TYPICAL UNLESS OTHERWISE SPECIFIED 12+50 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1600102030405060708090100 13+00 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500102030405060708090100 13+50 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 14+00 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 6" CONDUIT DUKE ENERGY 6" CONDUIT DUKE ENERGY 6" CONDUIT DUKE ENERGY 6" CONDUIT DUKE ENERGY R. O . W R. O . W R. O . W R. O . W R. O . W R. O . W R. O . W R. O . W AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T 10" C900 DR18 PVC SEWER MAIN 10" C900 DR18 PVC SEWER MAIN 10" C900 DR18 PVC SEWER MAIN OF S T : - 7 7 . 4 4 ' EL E V : 2 8 . 6 6 OF S T : - 6 4 . 9 4 ' EL E V : 2 8 . 4 1 OF S T : - 4 9 . 4 7 ' EL E V : 2 3 . 2 6 OF S T : - 4 0 . 9 7 ' EL E V : 2 3 . 2 6 OF S T : - 2 5 . 5 0 ' EL E V : 2 8 . 4 1 OF S T : - 2 1 . 5 0 ' EL E V : 2 8 . 7 3 OF S T : - 1 9 . 5 0 ' EL E V : 2 8 . 8 1 OF S T : - 6 . 2 5 ' EL E V : 2 9 . 0 8 OF S T : 0 . 0 0 ' EL E V : 2 9 . 2 0 OF S T : 6 . 2 5 ' EL E V : 2 9 . 0 8 OF S T : 1 9 . 4 9 ' EL E V : 2 8 . 8 1 OF S T : 2 1 . 4 9 ' EL E V : 2 8 . 7 3 OF S T : 2 5 . 4 9 ' EL E V : 2 8 . 4 1 OF S T : - 7 8 . 1 9 ' EL E V : 2 8 . 7 6 OF S T : - 6 5 . 6 9 ' EL E V : 2 8 . 5 1 OF S T : - 4 9 . 8 5 ' EL E V : 2 3 . 2 2 OF S T : - 4 1 . 3 5 ' EL E V : 2 3 . 2 2 OF S T : - 2 5 . 5 0 ' EL E V : 2 8 . 5 1 OF S T : - 2 1 . 5 0 ' EL E V : 2 8 . 8 3 OF S T : - 1 9 . 5 0 ' EL E V : 2 8 . 9 1 OF S T : - 6 . 2 5 ' EL E V : 2 9 . 1 7 OF S T : 0 . 0 0 ' EL E V : 2 9 . 3 0 OF S T : 6 . 2 5 ' EL E V : 2 9 . 1 7 OF S T : 1 9 . 4 9 ' EL E V : 2 8 . 9 1 OF S T : 2 1 . 4 9 ' EL E V : 2 8 . 8 3 OF S T : 2 5 . 4 9 ' EL E V : 2 8 . 5 1 OF S T : - 6 4 . 2 8 ' EL E V : 2 8 . 8 5 OF S T : - 5 1 . 7 8 ' EL E V : 2 8 . 6 0 OF S T : - 3 8 . 6 4 ' EL E V : 2 4 . 2 2 OF S T : - 2 5 . 5 0 ' EL E V : 2 8 . 6 0 OF S T : - 2 1 . 5 0 ' EL E V : 2 8 . 9 2 OF S T : - 1 9 . 5 0 ' EL E V : 2 9 . 0 0 OF S T : - 6 . 2 5 ' EL E V : 2 9 . 2 6 OF S T : 0 . 0 0 ' EL E V : 2 9 . 3 9 OF S T : 6 . 2 5 ' EL E V : 2 9 . 2 6 OF S T : 1 9 . 4 9 ' EL E V : 2 9 . 0 0 OF S T : 2 1 . 4 9 ' EL E V : 2 8 . 9 2 OF S T : 2 5 . 4 9 ' EL E V : 2 8 . 6 0 OF S T : 3 9 . 9 1 ' EL E V : 2 3 . 8 8 OF S T : - 6 1 . 0 4 ' EL E V : 2 8 . 9 4 OF S T : - 4 8 . 5 4 ' EL E V : 2 8 . 6 9 OF S T : - 3 7 . 0 2 ' EL E V : 2 4 . 8 5 OF S T : - 2 5 . 5 1 ' EL E V : 2 8 . 6 9 OF S T : - 2 1 . 5 1 ' EL E V : 2 9 . 0 1 OF S T : - 1 9 . 5 1 ' EL E V : 2 9 . 0 9 OF S T : - 6 . 2 5 ' EL E V : 2 9 . 3 6 OF S T : 0 . 0 0 ' EL E V : 2 9 . 4 8 OF S T : 6 . 2 5 ' EL E V : 2 9 . 3 6 OF S T : 1 9 . 4 9 ' EL E V : 2 9 . 0 9 OF S T : 2 1 . 4 9 ' EL E V : 2 9 . 0 1 OF S T : 2 5 . 4 9 ' EL E V : 2 8 . 6 9 OF S T : 3 7 . 9 3 ' EL E V : 2 4 . 5 4 OF S T : 5 0 . 3 7 ' EL E V : 2 8 . 6 9 OF S T : 6 2 . 8 7 ' EL E V : 2 8 . 9 4 3:13:1 -2%2%8%4%2%-2%-4%-8% 3:1 MIN. 10" C900 DR18 PVC SEWER MAIN PLUNGE POOL PLUNGE POOL OF S T : 5 5 . 5 1 ' EL E V : 2 2 . 6 2 OF S T : 1 2 7 . 3 4 ' EL E V : 2 2 . 6 4 OF S T : 5 3 . 4 4 ' EL E V : 2 2 . 6 0 OF S T : 1 2 9 . 1 4 ' EL E V : 2 2 . 6 0 -2% 16" C-900 DR18 WATER MAIN 16" C-900 DR18 WATER MAIN T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 3 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 8 : 1 3 P M BU S I N E S S P A R K R O A D W A Y C R O S S S E C T I O N S 0 5'10'20' SCALE: 1"=10' HORZ. LVL MMS AMW C-4.09 BUSINESS PARK ROADWAY CROSS SECTIONS ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 0' 10' 20' SCALE: 1"=10' VERT. NOTE: ALL ROADWAY, SHOULDER, AND DITCH SLOPES ARE TYPICAL UNLESS OTHERWISE SPECIFIED 14+50 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 15+00 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 15+50 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 16+00 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 6" CONDUIT DUKE ENERGY 6" CONDUIT DUKE ENERGY 6" CONDUIT DUKE ENERGY 6" CONDUIT DUKE ENERGY R. O . W R. O . W R. O . W R. O . W R. O . W R. O . W R. O . W R. O . W AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T 10" C900 DR18 PVC SEWER MAIN 10" C900 DR18 PVC SEWER MAIN 10" C900 DR18 PVC SEWER MAIN 10" C900 DR18 PVC SEWER MAIN OF S T : - 6 0 . 3 9 ' EL E V : 2 9 . 0 3 OF S T : - 4 7 . 8 9 ' EL E V : 2 8 . 7 8 OF S T : - 3 6 . 7 0 ' EL E V : 2 5 . 0 5 OF S T : - 2 5 . 5 1 ' EL E V : 2 8 . 7 8 OF S T : - 2 1 . 5 1 ' EL E V : 2 9 . 1 0 OF S T : - 1 9 . 5 1 ' EL E V : 2 9 . 1 8 OF S T : - 6 . 2 5 ' EL E V : 2 9 . 4 5 OF S T : 0 . 0 0 ' EL E V : 2 9 . 5 7 OF S T : 6 . 2 5 ' EL E V : 2 9 . 4 5 OF S T : 1 9 . 4 9 ' EL E V : 2 9 . 1 8 OF S T : 2 1 . 4 9 ' EL E V : 2 9 . 1 0 OF S T : 2 5 . 4 9 ' EL E V : 2 8 . 7 8 OF S T : 3 7 . 6 1 ' EL E V : 2 4 . 7 4 OF S T : 4 9 . 7 2 ' EL E V : 2 8 . 7 8 OF S T : 6 2 . 2 2 ' EL E V : 2 9 . 0 3 OF S T : - 5 9 . 7 4 ' EL E V : 2 9 . 1 3 OF S T : - 4 7 . 2 4 ' EL E V : 2 8 . 8 8 OF S T : - 3 6 . 3 7 ' EL E V : 2 5 . 2 5 OF S T : - 2 5 . 5 1 ' EL E V : 2 8 . 8 8 OF S T : - 2 1 . 5 1 ' EL E V : 2 9 . 2 0 OF S T : - 1 9 . 5 1 ' EL E V : 2 9 . 2 8 OF S T : - 6 . 2 5 ' EL E V : 2 9 . 5 4 OF S T : 0 . 0 0 ' EL E V : 2 9 . 6 7 OF S T : 6 . 2 5 ' EL E V : 2 9 . 5 4 OF S T : 1 9 . 4 9 ' EL E V : 2 9 . 2 8 OF S T : 2 1 . 4 9 ' EL E V : 2 9 . 2 0 OF S T : 2 5 . 4 9 ' EL E V : 2 8 . 8 8 OF S T : 3 7 . 2 8 ' EL E V : 2 4 . 9 5 OF S T : 4 9 . 0 7 ' EL E V : 2 8 . 8 8 OF S T : 6 1 . 5 7 ' EL E V : 2 9 . 1 3 OF S T : - 5 9 . 0 9 ' EL E V : 2 9 . 2 2 OF S T : - 4 6 . 5 9 ' EL E V : 2 8 . 9 7 OF S T : - 3 6 . 0 5 ' EL E V : 2 5 . 4 5 OF S T : - 2 5 . 5 1 ' EL E V : 2 8 . 9 7 OF S T : - 2 1 . 5 1 ' EL E V : 2 9 . 2 9 OF S T : - 1 9 . 5 1 ' EL E V : 2 9 . 3 7 OF S T : - 6 . 2 5 ' EL E V : 2 9 . 6 3 OF S T : 0 . 0 0 ' EL E V : 2 9 . 7 6 OF S T : 6 . 2 5 ' EL E V : 2 9 . 6 3 OF S T : 1 9 . 4 9 ' EL E V : 2 9 . 3 7 OF S T : 2 1 . 4 9 ' EL E V : 2 9 . 2 9 OF S T : 2 5 . 4 9 ' EL E V : 2 8 . 9 7 OF S T : 3 6 . 9 5 ' EL E V : 2 5 . 1 5 OF S T : 4 8 . 4 1 ' EL E V : 2 8 . 9 7 OF S T : 6 0 . 9 1 ' EL E V : 2 9 . 2 2 OF S T : - 5 8 . 4 4 ' EL E V : 2 9 . 3 1 OF S T : - 4 5 . 9 4 ' EL E V : 2 9 . 0 6 OF S T : - 3 5 . 7 2 ' EL E V : 2 5 . 6 6 OF S T : - 2 5 . 5 1 ' EL E V : 2 9 . 0 6 OF S T : - 2 1 . 5 1 ' EL E V : 2 9 . 3 8 OF S T : - 1 9 . 5 1 ' EL E V : 2 9 . 4 6 OF S T : - 6 . 2 5 ' EL E V : 2 9 . 7 3 OF S T : 0 . 0 0 ' EL E V : 2 9 . 8 5 OF S T : 6 . 2 5 ' EL E V : 2 9 . 7 3 OF S T : 1 9 . 4 9 ' EL E V : 2 9 . 4 6 OF S T : 2 1 . 4 9 ' EL E V : 2 9 . 3 8 OF S T : 2 5 . 4 9 ' EL E V : 2 9 . 0 6 OF S T : 3 6 . 6 3 ' EL E V : 2 5 . 3 5 OF S T : 4 7 . 7 6 ' EL E V : 2 9 . 0 6 OF S T : 6 0 . 2 6 ' EL E V : 2 9 . 3 1 3:13:1 3:13:1 8%4%2%2%-2%-2%-4%-8%2%-2% 16" C-900 DR18 WATER MAIN 16" C-900 DR18 WATER MAIN 16" C-900 DR18 WATER MAIN 16" C-900 DR18 WATER MAIN T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 3 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 8 : 1 2 P M BU S I N E S S P A R K R O A D W A Y C R O S S S E C T I O N S 0 5'10'20' SCALE: 1"=10' HORZ. LVL MMS AMW C-4.10 BUSINESS PARK ROADWAY CROSS SECTIONS ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 0' 10' 20' SCALE: 1"=10' VERT. NOTE: ALL ROADWAY, SHOULDER, AND DITCH SLOPES ARE TYPICAL UNLESS OTHERWISE SPECIFIED 16+50 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 17+00 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 17+50 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 18+00 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 6" CONDUIT DUKE ENERGY 6" CONDUIT DUKE ENERGY 6" CONDUIT DUKE ENERGY 6" CONDUIT DUKE ENERGY R. O . W R. O . W R. O . W R. O . W R. O . W R. O . W R. O . W R. O . W AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T 10" C900 DR18 PVC SEWER MAIN 10" C900 DR18 PVC SEWER MAIN 10" C900 DR18 PVC SEWER MAIN 10" C900 DR18 PVC SEWER MAIN OF S T : - 5 7 . 7 9 ' EL E V : 2 9 . 4 0 OF S T : - 4 5 . 2 9 ' EL E V : 2 9 . 1 5 OF S T : - 3 5 . 4 0 ' EL E V : 2 5 . 8 6 OF S T : - 2 5 . 5 1 ' EL E V : 2 9 . 1 5 OF S T : - 2 1 . 5 1 ' EL E V : 2 9 . 4 7 OF S T : - 1 9 . 5 1 ' EL E V : 2 9 . 5 5 OF S T : - 6 . 2 5 ' EL E V : 2 9 . 8 2 OF S T : 0 . 0 0 ' EL E V : 2 9 . 9 4 OF S T : 6 . 2 5 ' EL E V : 2 9 . 8 2 OF S T : 1 9 . 4 9 ' EL E V : 2 9 . 5 5 OF S T : 2 1 . 4 9 ' EL E V : 2 9 . 4 7 OF S T : 2 5 . 4 9 ' EL E V : 2 9 . 1 5 OF S T : 3 6 . 3 0 ' EL E V : 2 5 . 5 5 OF S T : 4 7 . 1 1 ' EL E V : 2 9 . 1 5 OF S T : 5 9 . 6 1 ' EL E V : 2 9 . 4 0 OF S T : - 5 7 . 1 3 ' EL E V : 2 9 . 5 0 OF S T : - 4 4 . 6 3 ' EL E V : 2 9 . 2 5 OF S T : - 3 5 . 0 7 ' EL E V : 2 6 . 0 6 OF S T : - 2 5 . 5 1 ' EL E V : 2 9 . 2 5 OF S T : - 2 1 . 5 1 ' EL E V : 2 9 . 5 7 OF S T : - 1 9 . 5 1 ' EL E V : 2 9 . 6 5 OF S T : - 6 . 2 5 ' EL E V : 2 9 . 9 1 OF S T : 0 . 0 0 ' EL E V : 3 0 . 0 4 OF S T : 6 . 2 5 ' EL E V : 2 9 . 9 1 OF S T : 1 9 . 4 9 ' EL E V : 2 9 . 6 5 OF S T : 2 1 . 4 9 ' EL E V : 2 9 . 5 7 OF S T : 2 5 . 4 9 ' EL E V : 2 9 . 2 5 OF S T : 3 5 . 9 7 ' EL E V : 2 5 . 7 5 OF S T : 4 6 . 4 5 ' EL E V : 2 9 . 2 5 OF S T : 5 8 . 9 5 ' EL E V : 2 9 . 5 0 OF S T : - 5 6 . 4 8 ' EL E V : 2 9 . 5 9 OF S T : - 4 3 . 9 8 ' EL E V : 2 9 . 3 4 OF S T : - 3 4 . 7 5 ' EL E V : 2 6 . 2 6 OF S T : - 2 5 . 5 1 ' EL E V : 2 9 . 3 4 OF S T : - 2 1 . 5 1 ' EL E V : 2 9 . 6 6 OF S T : - 1 9 . 5 1 ' EL E V : 2 9 . 7 4 OF S T : - 6 . 2 5 ' EL E V : 3 0 . 0 0 OF S T : 0 . 0 0 ' EL E V : 3 0 . 1 3 OF S T : 6 . 2 5 ' EL E V : 3 0 . 0 0 OF S T : 1 9 . 4 9 ' EL E V : 2 9 . 7 4 OF S T : 2 1 . 4 9 ' EL E V : 2 9 . 6 6 OF S T : 2 5 . 4 9 ' EL E V : 2 9 . 3 4 OF S T : 3 5 . 6 4 ' EL E V : 2 5 . 9 5 OF S T : 4 5 . 8 0 ' EL E V : 2 9 . 3 4 OF S T : 5 8 . 3 0 ' EL E V : 2 9 . 5 9 OF S T : - 5 5 . 8 3 ' EL E V : 2 9 . 6 8 OF S T : - 4 3 . 3 3 ' EL E V : 2 9 . 4 3 OF S T : - 3 4 . 4 2 ' EL E V : 2 6 . 4 6 OF S T : - 2 5 . 5 1 ' EL E V : 2 9 . 4 3 OF S T : - 2 1 . 5 1 ' EL E V : 2 9 . 7 5 OF S T : - 1 9 . 5 1 ' EL E V : 2 9 . 8 3 OF S T : - 6 . 2 5 ' EL E V : 3 0 . 1 0 OF S T : 0 . 0 0 ' EL E V : 3 0 . 2 2 OF S T : 6 . 2 5 ' EL E V : 3 0 . 1 0 OF S T : 1 9 . 4 9 ' EL E V : 2 9 . 8 3 OF S T : 2 1 . 4 9 ' EL E V : 2 9 . 7 5 OF S T : 2 5 . 4 9 ' EL E V : 2 9 . 4 3 OF S T : 3 5 . 3 2 ' EL E V : 2 6 . 1 5 OF S T : 4 5 . 1 5 ' EL E V : 2 9 . 4 3 OF S T : 5 7 . 6 5 ' EL E V : 2 9 . 6 8 3:13:1 3:13:1 -2%8%4%2%2%-2%-2%-4%-8%2% 16" C-900 DR18 WATER MAIN 16" C-900 DR18 WATER MAIN 16" C-900 DR18 WATER MAIN 16" DIP WATER MAIN T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 3 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 8 : 1 2 P M BU S I N E S S P A R K R O A D W A Y C R O S S S E C T I O N S 0 5'10'20' SCALE: 1"=10' HORZ. LVL MMS AMW C-4.11 BUSINESS PARK ROADWAY CROSS SECTIONS ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 0' 10' 20' SCALE: 1"=10' VERT. NOTE: ALL ROADWAY, SHOULDER, AND DITCH SLOPES ARE TYPICAL UNLESS OTHERWISE SPECIFIED 18+50 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 19+00 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 19+50 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 20+00 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 6" CONDUIT DUKE ENERGY 6" CONDUIT DUKE ENERGY 6" CONDUIT DUKE ENERGY 6" CONDUIT DUKE ENERGY R. O . W R. O . W R. O . W R. O . W R. O . W R. O . W R. O . W R. O . W AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T 10" C900 DR18 PVC SEWER MAIN 10" C900 DR18 PVC SEWER MAIN 10" C900 DR18 PVC SEWER MAIN 10" C900 DR18 PVC SEWER MAIN OF S T : - 5 5 . 1 8 ' EL E V : 2 9 . 7 7 OF S T : - 4 2 . 6 8 ' EL E V : 2 9 . 5 2 OF S T : - 3 4 . 0 9 ' EL E V : 2 6 . 6 6 OF S T : - 2 5 . 5 1 ' EL E V : 2 9 . 5 2 OF S T : - 2 1 . 5 1 ' EL E V : 2 9 . 8 4 OF S T : - 1 9 . 5 1 ' EL E V : 2 9 . 9 2 OF S T : - 6 . 2 5 ' EL E V : 3 0 . 1 9 OF S T : 0 . 0 0 ' EL E V : 3 0 . 3 1 OF S T : 6 . 2 5 ' EL E V : 3 0 . 1 9 OF S T : 1 9 . 4 9 ' EL E V : 2 9 . 9 2 OF S T : 2 1 . 4 9 ' EL E V : 2 9 . 8 4 OF S T : 2 5 . 4 9 ' EL E V : 2 9 . 5 2 OF S T : 3 4 . 9 9 ' EL E V : 2 6 . 3 6 OF S T : 4 4 . 4 9 ' EL E V : 2 9 . 5 2 OF S T : 5 6 . 9 9 ' EL E V : 2 9 . 7 7 OF S T : - 5 4 . 5 3 ' EL E V : 2 9 . 8 7 OF S T : - 4 2 . 0 3 ' EL E V : 2 9 . 6 2 OF S T : - 3 3 . 7 7 ' EL E V : 2 6 . 8 6 OF S T : - 2 5 . 5 1 ' EL E V : 2 9 . 6 2 OF S T : - 2 1 . 5 1 ' EL E V : 2 9 . 9 4 OF S T : - 1 9 . 5 1 ' EL E V : 3 0 . 0 2 OF S T : - 6 . 2 5 ' EL E V : 3 0 . 2 8 OF S T : 0 . 0 0 ' EL E V : 3 0 . 4 1 OF S T : 6 . 2 5 ' EL E V : 3 0 . 2 8 OF S T : 1 9 . 4 9 ' EL E V : 3 0 . 0 2 OF S T : 2 1 . 4 9 ' EL E V : 2 9 . 9 4 OF S T : 2 5 . 4 9 ' EL E V : 2 9 . 6 2 OF S T : 3 4 . 6 6 ' EL E V : 2 6 . 5 6 OF S T : 4 3 . 8 4 ' EL E V : 2 9 . 6 2 OF S T : 5 6 . 3 4 ' EL E V : 2 9 . 8 7 OF S T : - 5 3 . 8 8 ' EL E V : 2 9 . 9 6 OF S T : - 4 1 . 3 8 ' EL E V : 2 9 . 7 1 OF S T : - 3 3 . 4 4 ' EL E V : 2 7 . 0 6 OF S T : - 2 5 . 5 1 ' EL E V : 2 9 . 7 1 OF S T : - 2 1 . 5 1 ' EL E V : 3 0 . 0 3 OF S T : - 1 9 . 5 1 ' EL E V : 3 0 . 1 1 OF S T : - 6 . 2 5 ' EL E V : 3 0 . 3 7 OF S T : 0 . 0 0 ' EL E V : 3 0 . 5 0 OF S T : 6 . 2 5 ' EL E V : 3 0 . 3 7 OF S T : 1 9 . 4 9 ' EL E V : 3 0 . 1 1 OF S T : 2 1 . 4 9 ' EL E V : 3 0 . 0 3 OF S T : 2 5 . 4 9 ' EL E V : 2 9 . 7 1 OF S T : 3 4 . 3 4 ' EL E V : 2 6 . 7 6 OF S T : 4 3 . 1 8 ' EL E V : 2 9 . 7 1 OF S T : 5 5 . 6 8 ' EL E V : 2 9 . 9 6 OF S T : - 5 3 . 2 3 ' EL E V : 3 0 . 0 5 OF S T : - 4 0 . 7 3 ' EL E V : 2 9 . 8 0 OF S T : - 3 3 . 1 2 ' EL E V : 2 7 . 2 6 OF S T : - 2 5 . 5 1 ' EL E V : 2 9 . 8 0 OF S T : - 2 1 . 5 1 ' EL E V : 3 0 . 1 2 OF S T : - 1 9 . 5 1 ' EL E V : 3 0 . 2 0 OF S T : - 6 . 2 5 ' EL E V : 3 0 . 4 7 OF S T : 0 . 0 0 ' EL E V : 3 0 . 5 9 OF S T : 6 . 2 5 ' EL E V : 3 0 . 4 7 OF S T : 1 9 . 4 9 ' EL E V : 3 0 . 2 0 OF S T : 2 1 . 4 9 ' EL E V : 3 0 . 1 2 OF S T : 2 5 . 4 9 ' EL E V : 2 9 . 8 0 OF S T : 3 4 . 0 1 ' EL E V : 2 6 . 9 6 OF S T : 4 2 . 5 3 ' EL E V : 2 9 . 8 0 OF S T : 5 5 . 0 3 ' EL E V : 3 0 . 0 5 3:13:13:13:1 -2%8%4%2%2%-2%-2%-4%-8%2% 16" C-900 DR18 WATER MAIN 16" C-900 DR18 WATER MAIN 16" C-900 DR18 WATER MAIN 16" C-900 DR18 WATER MAIN T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 3 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 8 : 1 2 P M BU S I N E S S P A R K R O A D W A Y C R O S S S E C T I O N S 0 5'10'20' SCALE: 1"=10' HORZ. LVL MMS AMW C-4.12 BUSINESS PARK ROADWAY CROSS SECTIONS ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 0' 10' 20' SCALE: 1"=10' VERT. NOTE: ALL ROADWAY, SHOULDER, AND DITCH SLOPES ARE TYPICAL UNLESS OTHERWISE SPECIFIED 20+50 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 21+00 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 21+50 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 22+00 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 6" CONDUIT DUKE ENERGY 6" CONDUIT DUKE ENERGY 6" CONDUIT DUKE ENERGY 6" CONDUIT DUKE ENERGY R. O . W R. O . W R. O . W R. O . W R. O . W R. O . W R. O . W R. O . W AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T 10" C900 DR18 PVC SEWER MAIN 10" C900 DR18 PVC SEWER MAIN 10" C900 DR18 PVC SEWER MAIN 10" C900 DR18 PVC SEWER MAIN OF S T : - 5 2 . 5 8 ' EL E V : 3 0 . 1 4 OF S T : - 4 0 . 0 8 ' EL E V : 2 9 . 8 9 OF S T : - 3 2 . 7 9 ' EL E V : 2 7 . 4 6 OF S T : - 2 5 . 5 1 ' EL E V : 2 9 . 8 9 OF S T : - 2 1 . 5 1 ' EL E V : 3 0 . 2 1 OF S T : - 1 9 . 5 1 ' EL E V : 3 0 . 2 9 OF S T : - 6 . 2 5 ' EL E V : 3 0 . 5 6 OF S T : 0 . 0 0 ' EL E V : 3 0 . 6 8 OF S T : 6 . 2 5 ' EL E V : 3 0 . 5 6 OF S T : 1 9 . 4 9 ' EL E V : 3 0 . 2 9 OF S T : 2 1 . 4 9 ' EL E V : 3 0 . 2 1 OF S T : 2 5 . 4 9 ' EL E V : 2 9 . 8 9 OF S T : 3 3 . 6 8 ' EL E V : 2 7 . 1 6 OF S T : 4 1 . 8 8 ' EL E V : 2 9 . 8 9 OF S T : 5 4 . 3 8 ' EL E V : 3 0 . 1 4 OF S T : - 5 1 . 9 3 ' EL E V : 3 0 . 2 4 OF S T : - 3 9 . 4 3 ' EL E V : 2 9 . 9 9 OF S T : - 3 2 . 4 7 ' EL E V : 2 7 . 6 7 OF S T : - 2 5 . 5 1 ' EL E V : 2 9 . 9 9 OF S T : - 2 1 . 5 1 ' EL E V : 3 0 . 3 1 OF S T : - 1 9 . 5 1 ' EL E V : 3 0 . 3 9 OF S T : - 6 . 2 5 ' EL E V : 3 0 . 6 5 OF S T : 0 . 0 0 ' EL E V : 3 0 . 7 8 OF S T : 6 . 2 5 ' EL E V : 3 0 . 6 5 OF S T : 1 9 . 4 9 ' EL E V : 3 0 . 3 9 OF S T : 2 1 . 4 9 ' EL E V : 3 0 . 3 1 OF S T : 2 5 . 4 9 ' EL E V : 2 9 . 9 9 OF S T : 3 3 . 3 6 ' EL E V : 2 7 . 3 6 OF S T : 4 1 . 2 2 ' EL E V : 2 9 . 9 9 OF S T : 5 3 . 7 2 ' EL E V : 3 0 . 2 4 OF S T : - 5 1 . 2 8 ' EL E V : 3 0 . 3 3 OF S T : - 3 8 . 7 8 ' EL E V : 3 0 . 0 8 OF S T : - 3 2 . 1 4 ' EL E V : 2 7 . 8 7 OF S T : - 2 5 . 5 1 ' EL E V : 3 0 . 0 8 OF S T : - 2 1 . 5 1 ' EL E V : 3 0 . 4 0 OF S T : - 1 9 . 5 1 ' EL E V : 3 0 . 4 8 OF S T : - 6 . 2 5 ' EL E V : 3 0 . 7 4 OF S T : 0 . 0 0 ' EL E V : 3 0 . 8 7 OF S T : 6 . 2 5 ' EL E V : 3 0 . 7 4 OF S T : 1 9 . 4 9 ' EL E V : 3 0 . 4 8 OF S T : 2 1 . 4 9 ' EL E V : 3 0 . 4 0 OF S T : 2 5 . 4 9 ' EL E V : 3 0 . 0 8 OF S T : 3 3 . 0 3 ' EL E V : 2 7 . 5 6 OF S T : 4 0 . 5 7 ' EL E V : 3 0 . 0 8 OF S T : 5 3 . 0 7 ' EL E V : 3 0 . 3 3 OF S T : - 5 0 . 6 2 ' EL E V : 3 0 . 4 2 OF S T : - 3 8 . 1 2 ' EL E V : 3 0 . 1 7 OF S T : - 3 1 . 8 2 ' EL E V : 2 8 . 0 7 OF S T : - 2 5 . 5 1 ' EL E V : 3 0 . 1 7 OF S T : - 2 1 . 5 1 ' EL E V : 3 0 . 4 9 OF S T : - 1 9 . 5 1 ' EL E V : 3 0 . 5 7 OF S T : - 6 . 2 5 ' EL E V : 3 0 . 8 4 OF S T : 0 . 0 0 ' EL E V : 3 0 . 9 6 OF S T : 6 . 2 5 ' EL E V : 3 0 . 8 4 OF S T : 1 9 . 4 9 ' EL E V : 3 0 . 5 7 OF S T : 2 1 . 4 9 ' EL E V : 3 0 . 4 9 OF S T : 2 5 . 4 9 ' EL E V : 3 0 . 1 7 OF S T : 3 2 . 7 0 ' EL E V : 2 7 . 7 7 OF S T : 3 9 . 9 2 ' EL E V : 3 0 . 1 7 OF S T : 5 2 . 4 2 ' EL E V : 3 0 . 4 2 3:13:1 3:13:1 -2%8%4%2%2%-2%-2%-4%-8%2% T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 3 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 8 : 1 3 P M BU S I N E S S P A R K R O A D W A Y C R O S S S E C T I O N S 0 5'10'20' SCALE: 1"=10' HORZ. LVL MMS AMW C-4.13 BUSINESS PARK ROADWAY CROSS SECTIONS ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 0' 10' 20' SCALE: 1"=10' VERT. NOTE: ALL ROADWAY, SHOULDER, AND DITCH SLOPES ARE TYPICAL UNLESS OTHERWISE SPECIFIED 22+50 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 23+00 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 23+50 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 24+00 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 6" CONDUIT DUKE ENERGY 6" CONDUIT DUKE ENERGY 6" CONDUIT DUKE ENERGY 6" CONDUIT DUKE ENERGY R. O . W R. O . W R. O . W R. O . W R. O . W R. O . W R. O . W R. O . W AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T OF S T : - 4 9 . 9 7 ' EL E V : 3 0 . 5 1 OF S T : - 3 7 . 4 7 ' EL E V : 3 0 . 2 6 OF S T : - 3 1 . 4 9 ' EL E V : 2 8 . 2 7 OF S T : - 2 5 . 5 1 ' EL E V : 3 0 . 2 6 OF S T : - 2 1 . 5 1 ' EL E V : 3 0 . 5 8 OF S T : - 1 9 . 5 1 ' EL E V : 3 0 . 6 6 OF S T : - 6 . 2 5 ' EL E V : 3 0 . 9 3 OF S T : 0 . 0 0 ' EL E V : 3 1 . 0 5 OF S T : 6 . 2 5 ' EL E V : 3 0 . 9 3 OF S T : 1 9 . 4 9 ' EL E V : 3 0 . 6 6 OF S T : 2 1 . 4 9 ' EL E V : 3 0 . 5 8 OF S T : 2 5 . 4 9 ' EL E V : 3 0 . 2 6 OF S T : 3 2 . 3 7 ' EL E V : 2 7 . 9 7 OF S T : 3 9 . 2 6 ' EL E V : 3 0 . 2 6 OF S T : 5 1 . 7 6 ' EL E V : 3 0 . 5 1 OF S T : - 4 9 . 3 2 ' EL E V : 3 0 . 6 1 OF S T : - 3 6 . 8 2 ' EL E V : 3 0 . 3 6 OF S T : - 3 1 . 1 7 ' EL E V : 2 8 . 4 7 OF S T : - 2 5 . 5 1 ' EL E V : 3 0 . 3 6 OF S T : - 2 1 . 5 1 ' EL E V : 3 0 . 6 8 OF S T : - 1 9 . 5 1 ' EL E V : 3 0 . 7 6 OF S T : - 6 . 2 5 ' EL E V : 3 1 . 0 2 OF S T : 0 . 0 0 ' EL E V : 3 1 . 1 5 OF S T : 6 . 2 5 ' EL E V : 3 1 . 0 2 OF S T : 1 9 . 4 9 ' EL E V : 3 0 . 7 6 OF S T : 2 1 . 4 9 ' EL E V : 3 0 . 6 8 OF S T : 2 5 . 4 9 ' EL E V : 3 0 . 3 6 OF S T : 3 2 . 0 5 ' EL E V : 2 8 . 1 7 OF S T : 3 8 . 6 1 ' EL E V : 3 0 . 3 6 OF S T : 5 1 . 1 1 ' EL E V : 3 0 . 6 1 OF S T : - 4 9 . 8 8 ' EL E V : 3 0 . 9 0 OF S T : - 3 7 . 3 8 ' EL E V : 3 0 . 6 5 OF S T : - 3 1 . 4 4 ' EL E V : 2 8 . 6 7 OF S T : - 2 5 . 5 1 ' EL E V : 3 0 . 6 5 OF S T : - 2 1 . 5 1 ' EL E V : 3 0 . 9 7 OF S T : - 1 9 . 5 1 ' EL E V : 3 0 . 9 8 OF S T : - 6 . 2 5 ' EL E V : 3 1 . 3 1 OF S T : 0 . 0 0 ' EL E V : 3 1 . 4 4 OF S T : 6 . 2 5 ' EL E V : 3 1 . 3 1 OF S T : 1 9 . 4 9 ' EL E V : 3 1 . 0 5 OF S T : 2 1 . 4 9 ' EL E V : 3 0 . 9 7 OF S T : 2 5 . 4 9 ' EL E V : 3 0 . 6 5 OF S T : 3 2 . 4 2 ' EL E V : 2 8 . 3 4 OF S T : 3 9 . 3 5 ' EL E V : 3 0 . 6 5 OF S T : 5 1 . 8 5 ' EL E V : 3 0 . 9 0 OF S T : - 5 3 . 1 6 ' EL E V : 3 1 . 2 4 OF S T : - 4 0 . 6 6 ' EL E V : 3 0 . 9 9 OF S T : - 3 3 . 0 8 ' EL E V : 2 8 . 4 7 OF S T : - 2 5 . 5 1 ' EL E V : 3 0 . 9 9 OF S T : - 2 1 . 5 1 ' EL E V : 3 1 . 3 1 OF S T : - 1 9 . 5 1 ' EL E V : 3 1 . 3 9 OF S T : - 6 . 2 5 ' EL E V : 3 1 . 6 6 OF S T : 0 . 0 0 ' EL E V : 3 1 . 7 8 OF S T : 6 . 2 5 ' EL E V : 3 1 . 6 6 OF S T : 1 9 . 4 9 ' EL E V : 3 1 . 3 9 OF S T : 2 1 . 4 9 ' EL E V : 3 1 . 3 1 OF S T : 2 5 . 4 9 ' EL E V : 3 0 . 9 9 OF S T : 3 4 . 0 6 ' EL E V : 2 8 . 1 4 OF S T : 4 2 . 6 3 ' EL E V : 3 0 . 9 9 OF S T : 5 5 . 1 3 ' EL E V : 3 1 . 2 4 3:13:13:13:1 -2%8%4%2%2%-2%-2%-4%-8%2% 16" C-900 DR18 WATER MAIN 16" C-900 DR18 WATER MAIN 10" C900 DR18 PVC SEWER MAIN 10" C900 DR18 PVC SEWER MAIN 10" C900 DR18 PVC SEWER MAIN 10" C900 DR18 PVC SEWER MAIN T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 3 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 8 : 1 2 P M BU S I N E S S P A R K R O A D W A Y C R O S S S E C T I O N S 0 5'10'20' SCALE: 1"=10' HORZ. LVL MMS AMW C-4.14 BUSINESS PARK ROADWAY CROSS SECTIONS ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 0' 10' 20' SCALE: 1"=10' VERT. NOTE: ALL ROADWAY, SHOULDER, AND DITCH SLOPES ARE TYPICAL UNLESS OTHERWISE SPECIFIED 24+50 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 25+00 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 25+50 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 26+00 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 6" CONDUIT DUKE ENERGY 6" CONDUIT DUKE ENERGY 6" CONDUIT DUKE ENERGY 6" CONDUIT DUKE ENERGY R. O . W R. O . W R. O . W R. O . W R. O . W R. O . W R. O . W R. O . W AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T AC C E S S EA S E M E N T UT I L I T Y EA S E M E N T OF S T : - 5 6 . 4 4 ' EL E V : 3 1 . 5 9 OF S T : - 4 3 . 9 4 ' EL E V : 3 1 . 3 4 OF S T : - 3 4 . 7 2 ' EL E V : 2 8 . 2 7 OF S T : - 2 5 . 5 1 ' EL E V : 3 1 . 3 4 OF S T : - 2 1 . 5 1 ' EL E V : 3 1 . 6 6 OF S T : - 1 9 . 5 1 ' EL E V : 3 1 . 7 4 OF S T : - 6 . 2 6 ' EL E V : 3 2 . 0 0 OF S T : 0 . 0 0 ' EL E V : 3 2 . 1 3 OF S T : 6 . 2 5 ' EL E V : 3 2 . 0 0 OF S T : 1 9 . 4 9 ' EL E V : 3 1 . 7 4 OF S T : 2 1 . 4 9 ' EL E V : 3 1 . 6 6 OF S T : 2 5 . 4 9 ' EL E V : 3 1 . 3 4 OF S T : 3 5 . 7 0 ' EL E V : 2 7 . 9 4 OF S T : 4 5 . 9 0 ' EL E V : 3 1 . 3 4 OF S T : 5 8 . 4 0 ' EL E V : 3 1 . 5 9 OF S T : - 5 9 . 7 2 ' EL E V : 3 1 . 9 3 OF S T : - 4 7 . 2 2 ' EL E V : 3 1 . 6 8 OF S T : - 3 6 . 3 7 ' EL E V : 2 8 . 0 6 OF S T : - 2 5 . 5 1 ' EL E V : 3 1 . 6 8 OF S T : - 2 1 . 5 1 ' EL E V : 3 2 . 0 0 OF S T : - 1 9 . 5 1 ' EL E V : 3 2 . 0 8 OF S T : - 6 . 2 5 ' EL E V : 3 2 . 3 5 OF S T : 0 . 0 0 ' EL E V : 3 2 . 4 7 OF S T : 6 . 2 5 ' EL E V : 3 2 . 3 5 OF S T : 1 9 . 4 9 ' EL E V : 3 2 . 0 8 OF S T : 2 1 . 4 9 ' EL E V : 3 2 . 0 0 OF S T : 2 5 . 4 9 ' EL E V : 3 1 . 6 8 OF S T : 3 7 . 3 3 ' EL E V : 2 7 . 7 3 OF S T : 4 9 . 1 8 ' EL E V : 3 1 . 6 8 OF S T : 6 1 . 6 8 ' EL E V : 3 1 . 9 3 OF S T : - 6 2 . 9 5 ' EL E V : 3 2 . 2 7 OF S T : - 5 0 . 4 5 ' EL E V : 3 2 . 0 2 OF S T : - 3 7 . 9 8 ' EL E V : 2 7 . 8 6 OF S T : - 2 5 . 5 1 ' EL E V : 3 2 . 0 2 OF S T : - 2 1 . 5 1 ' EL E V : 3 2 . 3 4 OF S T : - 1 9 . 5 1 ' EL E V : 3 2 . 4 2 OF S T : - 6 . 2 5 ' EL E V : 3 2 . 6 8 OF S T : 0 . 0 0 ' EL E V : 3 2 . 8 1 OF S T : 6 . 2 5 ' EL E V : 3 2 . 6 8 OF S T : 1 9 . 4 9 ' EL E V : 3 2 . 4 2 OF S T : 2 1 . 4 9 ' EL E V : 3 2 . 3 4 OF S T : 3 8 . 9 5 ' EL E V : 2 7 . 5 3 OF S T : 5 2 . 4 1 ' EL E V : 3 2 . 0 2 OF S T : 6 4 . 9 1 ' EL E V : 3 2 . 2 7 OF S T : - 6 3 . 9 9 ' EL E V : 3 2 . 2 4 OF S T : - 5 1 . 4 9 ' EL E V : 3 1 . 9 9 OF S T : - 3 8 . 5 0 ' EL E V : 2 7 . 6 6 OF S T : - 2 5 . 5 1 ' EL E V : 3 1 . 9 9 OF S T : - 2 1 . 5 1 ' EL E V : 3 2 . 3 1 OF S T : - 1 9 . 5 1 ' EL E V : 3 2 . 3 9 OF S T : - 6 . 2 5 ' EL E V : 3 2 . 6 5 OF S T : 0 . 0 0 ' EL E V : 3 2 . 7 8 OF S T : 6 . 2 5 ' EL E V : 3 2 . 6 5 OF S T : 1 9 . 4 8 ' EL E V : 3 2 . 3 9 OF S T : 2 1 . 4 8 ' EL E V : 3 2 . 3 1 OF S T : 2 5 . 4 8 ' EL E V : 3 1 . 9 9 3:13:13:13:1 -2%8%4%2%2%-2%-2%-4%-8%2% 10" C900 DR18 PVC SEWER MAIN 10" C900 DR18 PVC SEWER MAIN 10" C900 DR18 PVC SEWER MAIN 10" C900 DR18 PVC SEWER MAIN 16" C-900 DR18 WATER MAIN 16" DIP WATER MAIN 16" DIP WATER MAIN 16" DIP WATER MAIN T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 3 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 8 : 1 2 P M BU S I N E S S P A R K R O A D W A Y C R O S S S E C T I O N S 0 5'10'20' SCALE: 1"=10' HORZ. LVL MMS AMW C-4.15 BUSINESS PARK ROADWAY CROSS SECTIONS ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 0' 10' 20' SCALE: 1"=10' VERT. NOTE: ALL ROADWAY, SHOULDER, AND DITCH SLOPES ARE TYPICAL UNLESS OTHERWISE SPECIFIED 26+50 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 900102030405060708090100 27+00 10 20 30 40 50 10 20 30 40 50 0 10 20 30 40 50 60 70 80 90 100 1100102030405060708090100110 24" RCP STORM R. O . W R. O . W R. O . W R. O . W OF S T : - 6 2 . 4 7 ' EL E V : 3 1 . 3 3 OF S T : - 4 9 . 7 6 ' EL E V : 3 1 . 2 4 OF S T : - 3 9 . 0 5 ' EL E V : 2 7 . 7 8 OF S T : - 2 7 . 9 6 ' EL E V : 3 1 . 3 7 OF S T : - 2 3 . 8 2 ' EL E V : 3 1 . 7 1 OF S T : - 2 1 . 7 5 ' EL E V : 3 1 . 8 0 OF S T : 0 . 0 0 ' EL E V : 3 2 . 3 5 OF S T : 2 1 . 7 3 ' EL E V : 3 1 . 8 0 OF S T : 2 3 . 7 9 ' EL E V : 3 1 . 7 1 OF S T : 2 7 . 9 4 ' EL E V : 3 1 . 3 7 OF S T : 3 9 . 8 9 ' EL E V : 2 7 . 5 1 OF S T : 5 1 . 3 5 ' EL E V : 3 1 . 2 2 OF S T : 6 4 . 0 0 ' EL E V : 3 1 . 3 1 OF S T : - 9 0 . 1 5 ' EL E V : 3 0 . 6 3 OF S T : - 7 7 . 1 3 ' EL E V : 3 0 . 4 2 OF S T : - 6 9 . 4 7 ' EL E V : 2 8 . 0 2 OF S T : - 6 1 . 4 1 ' EL E V : 3 0 . 4 9 OF S T : - 5 6 . 8 8 ' EL E V : 3 0 . 8 3 OF S T : - 5 4 . 5 7 ' EL E V : 3 0 . 9 3 OF S T : 0 . 0 0 ' EL E V : 3 1 . 9 0 OF S T : 5 4 . 5 7 ' EL E V : 3 0 . 9 3 OF S T : 5 6 . 8 7 ' EL E V : 3 0 . 8 3 OF S T : 6 1 . 4 0 ' EL E V : 3 0 . 4 9 OF S T : 7 0 . 0 8 ' EL E V : 2 7 . 8 4 OF S T : 7 8 . 2 9 ' EL E V : 3 0 . 4 1 OF S T : 9 1 . 2 6 ' EL E V : 3 0 . 6 2 24" RCP STORM -1%8%4%3%-3%-4%-8%1% -2%8%4%2%-2%-4%-8%2% 3:13:13:13:1 16" C-900 DR18 WATER MAIN 16" C-900 DR18 WATER MAIN 10" C900 DR18 PVC SEWER MAIN 10" C900 DR18 PVC SEWER MAIN T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 3 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 8 : 1 2 P M BU S I N E S S P A R K R O A D W A Y C R O S S S E C T I O N S 0 5'10'20' SCALE: 1"=10' HORZ. LVL MMS AMW C-4.16 BUSINESS PARK ROADWAY CROSS SECTIONS ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 0' 10' 20' SCALE: 1"=10' VERT. NOTE: ALL ROADWAY, SHOULDER, AND DITCH SLOPES ARE TYPICAL UNLESS OTHERWISE SPECIFIED STORM CROSSING STA. 10+82.95 (2) 20 24 28 32 36 20 24 28 32 36 -1+00 0+00 1+00 2+00 STORM CROSSING STA. 12+80.72 4 8 12 16 20 24 28 32 36 4 8 12 16 20 24 28 32 36 -1+00 0+00 1+00 2+00 3+00 4+00 STORM CROSSING STA. 26+12.21 20 24 28 32 36 40 20 24 28 32 36 40 -1+00 0+00 1+00 2+00 3+00 STORM CROSSING STA. 10+82.95 (1) 16 20 24 28 32 36 16 20 24 28 32 36 -1+00 0+00 1+00 2+00 EX. GRADE PROP. GR A D E INV IN: 23.58' INV OUT: 23.19' 76.41 LF OF 27"X44" RCP ARCH 2. 3 ' EX. GRADE PROP. G R A D EENDWALL EX. GRADE PROP. GRADE 44.52 LF OF 24" RCP @ 0.40% INV IN: 24.34' INV OUT: 24.16' 57.82 LF OF 36" X 22" RCP ARCH @0.50% 2. 1 ' 3. 2 ' 3. 0 ' INV IN: 22.50' INV OUT: 22.18 2' EX. GRADE PROP. GR A D E 2. 7 ' 2. 5 ' INV IN: 27.60' INV OUT: 27.30' ENDWALL HEADWALL HEADWALL 3: 1 3 : 1 RIPRAP LINED PLUNGE POOL BOTTOM DUAL 63.08 LF OF ALUMINUM BOX CULVERT (9'-2" X 3'-3") T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 3 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 8 : 1 2 P M BU S I N E S S P A R K R O A D W A Y S T O R M P R O F I L E S 0 20'40'80' SCALE: 1"=40' HORZ. LVL MMS AMW C-4.17 BUSINESS PARK ROAD STORM CROSSING PROFILES ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 0' 40' 80' SCALE: 1"=40' VERT. FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL 0+00 1+00 2+00 3+00 4+00 5+00 UP E X . 1 0 0 ' N C D O T R . O . W HOLLY SHELTER ROAD (SR-1002) 400' TAPER PD E PDE PDE PDE PDE PDE PDE PDE PDE PDE PDE PDE PDE PDE PDE PDE PDE PDE PDE PDE PDELO D / T C E LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 0+00 1+00 2+00 3+00 4+00 5+00 STA: 2+00 +/- OFST: 10.0' (RT) STA: 0+00 +/- OFST: 10.0' (RT) STA: 4+00 +/- OFST: 20.0' (RT) STA: 4+00 +/- OFST: 30.0' (RT) 400' TAPER 10 ' 10 ' 10 ' 55' 4' FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC XXXXX OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL FM FM FM 9+60.77 5+00 6+00 7+00 8+00 9+00 E E E E E E E E HOLLY SHELTER ROAD (SR-1002) EX I S T I N G T I M B E R D R I V E (G R A V E L / S O I L ) E X . 1 0 0 ' N C D O T R . O . W R70 . 0 0 ' R 8 0 . 0 0 ' LO D / T C E LO D / T C E LO D / T C E PDE PDE PDE PDE PDE PDE PDE PDE PDE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE PU E / P A E PU E / P A E PU E / P A E PU E PU E PU E PU E / P A E PU E / P A E PU E / P A E LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D 323' TURN LANE BAY 0+ 0 0 1+ 0 0 5+00 6+00 7+00 8+00 9+00 9+60.77 STA: 7+75 +/- OFST: 15.0' (RT) STA: 9+03 +/- OFST: 0.0' (RT) STA: 9+03 +/- OFST: 10.0' (RT)STA: 7+23 +/- OFST: 30.0' (RT) 323.41' 20' 20 ' 35 ' 60' 10 ' 10 ' 10 ' 12'12' 15 0 . 0 0 ' 12' 4' 3' 15 0 ' T U R N L A N E B A Y STA: 1+00 +/- OFST: 13.5' (RT) STA: 0+50 +/- OFST: 0.0' () STA: 0+50 +/- OFST: -13.5' (LT) STA: 0+50 +/- OFST: -36.0' (LT) STA: 0+90 +/- OFST: -25.5' (LT) T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 4 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 8 : 2 7 P M RO A D W A Y M A R K I N G P L A N 0 10'20'40' SCALE: 1"=20' HORZ. LVL MMS AMW C-5.00 ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 MA T C H L I N E - 5 + 0 0 . 0 0 R Know what's below. Call before you dig. NORTH CAROLINA ONE-CALL CENTER INC. DIAL 811 or 1-800-632-4949 3 BUSINESS DAYS BEFORE DIGGING www.ncocc.org 4" PAINTED EDGE OF PAVEMENT (WHITE) MA T C H L I N E - 5 + 0 0 . 0 0 5' TRANSITION TAPER5' TRANSITION TAPER NOTES: 1. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND INSTALLED TO THE MOST CURRENT NCDOT STANDARDS. 2. ALL PAVEMENT MARKERS SHALL BE SNOWPLOWABLE/RAISED, PERMANENT MARKERS AND INSTALLED TO THE MOST CURRENT NCDOT STANDARDS. T1 T4 T13 T51 T71 T71 T50 T1 T13 T71 T61 T2 T51T50 T13 T42 T71 T70 T1 PAVEMENT MARKING SCHEDULE SYMBOL DESCRIPTION MATERIAL T1 T2 T4 T13 T42 T50 T51 T61 T70 T71 WHITE EDGELINE (4", 90 MIL) WHITE SOLID LANE LINE (4", 90 MIL) 3 FT. - 9 FT./SP WHITE MINISKIP (4", 90 MIL) YELLOW DOUBLE CENTER (4", 90 MIL) YELLOW DIAGONAL (8", 90 MIL) WHITE GORELINE (12", 90 MIL) WHITE DIAGONAL (12", 90 MIL) WHITE STOPBAR (24", 90 MIL) LEFT TURN ARROW (90 MIL) RIGHT TURN ARROW (90 MIL) THERMO THERMO THERMO THERMO THERMO THERMO THERMO THERMO THERMO THERMO FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C X X X X X OH E OH E OH E OH E OH E OH E FM FM FM FM FM FM FM R/ W R/ W R/ W R/ W R/ W R/ W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/ W R/ W R/ W R/ W R/ W R/ W R/ W WL WL WL WL WL WL WL FMFMFM 8+ 0 0 9+ 0 0 E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EEXISTING TIMBER DRIVE (GRAVEL / SOIL) R 7 0 . 0 0 ' R80 . 0 0 ' LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE PD E PD E PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE LO D LO D LO D LO D LO D 0+00 1+00 2+00 3+00 4+00 5+00 2' 2' 11 ' 2' 12 ' 2' 10 0 ' F U T U R E R I G H T - O F - W A Y MB : 7 2 P G : 3 5 7 8+ 0 0 9+ 0 0 STA: 7+75 +/- OFST: 15.0' (RT) STA: 9+03 +/- OFST: 0.0' (RT) STA: 7+23 +/- OFST: 30.0' (RT) 20 ' 20' 35' 12 ' 12 ' 60'150.00'12 ' 3' 12 ' 150' TURN LANE BAY 100' TAPER STA: 1+00 +/- OFST: 13.5' (RT) STA: 0+50 +/- OFST: 0.0' () STA: 0+50 +/- OFST: -13.5' (LT) STA: 0+50 +/- OFST: -36.0' (LT) STA: 0+90 +/- OFST: -25.5' (LT)STA: 2+25 +/- OFST: 0.0' ()STA: 3+00 +/- OFST: -7.50' (LT) R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 6+00 7+00 8+00 9+00 E E E E E E E E E E E E E E E E E E E E E E E E E E E E EXISTING TIMBER DRIVE (GRAVEL / SOIL) LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE 6+00 7+00 8+00 9+00 10 0 ' F U T U R E R I G H T - O F - W A Y MB : 7 2 P G : 3 5 7 2' 2' 11 ' 2' 12 ' 2' 12 ' T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 4 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 8 : 2 7 P M RO A D W A Y M A R K I N G P L A N LVL MMS AMW C-5.01 ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 MA T C H L I N E - 5 + 5 0 . 0 0 0 10'20'40' SCALE: 1"=20' HORZ. R Know what's below. Call before you dig. NORTH CAROLINA ONE-CALL CENTER INC. DIAL 811 or 1-800-632-4949 3 BUSINESS DAYS BEFORE DIGGING www.ncocc.org MA T C H L I N E - 5 + 5 0 . 0 0 MA T C H L I N E - 9 + 5 0 . 0 0 SPEED LIMIT SIGN 35 MPH MUTCD-R2-1 STOPMUTCD R1-1 (STOP) NOTES: 1. IDENTIFICATION SIGNING OR LANDSCAPE VEGETATION WITHIN THE MEDIAN AND THE SIGHT DISTANCE TRIANGLE MUST NOT OBSTRUCT THE DRIVERS LINE OF SIGHT. NO LANDSCAPING OR SIGNING WILL BE ALLOWED TO EXCEED 42" IN HEIGHT, MEASURED FROM EDGE OF PAVEMENT WITHIN THE MEDIAN OR SIGHT TRIANGLE. 2. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND INSTALLED TO THE MOST CURRENT NCDOT STANDARDS. 3. ALL PAVEMENT MARKERS SHALL BE SNOWPLOWABLE/RAISED, PERMANENT MARKERS AND INSTALLED TO THE MOST CURRENT NCDOT STANDARDS. T1 T1T13T42 T61 T2 T71 T70 T1 T1 T4 T1 T1 T1 T1 T1 T1 PAVEMENT MARKING SCHEDULE SYMBOL DESCRIPTION MATERIAL T1 T2 T4 T13 T42 T50 T51 T61 T70 T71 WHITE EDGELINE (4", 90 MIL) WHITE SOLID LANE LINE (4", 90 MIL) 3 FT. - 9 FT./SP WHITE MINISKIP (4", 90 MIL) YELLOW DOUBLE CENTER (4", 90 MIL) YELLOW DIAGONAL (8", 90 MIL) WHITE GORELINE (12", 90 MIL) WHITE DIAGONAL (12", 90 MIL) WHITE STOPBAR (24", 90 MIL) LEFT TURN ARROW (90 MIL) RIGHT TURN ARROW (90 MIL) THERMO THERMO THERMO THERMO THERMO THERMO THERMO THERMO THERMO THERMO R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 10+00 11+00 12+00 13+00 14+00 15+00 E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EXISTING TIMBER DRIVE (GRAVEL / SOIL) LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LO D / T C E LOD/TCE LOD/TCE LOD/TCE LOD/TCE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PU E PU E PU E PU E PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PDE PDE PDE PDE PDE PDE PDE PD E PD E PD E 10+00 11+00 12+00 13+00 14+00 15+00 10 0 ' F U T U R E R I G H T - O F - W A Y MB : 7 2 P G : 3 5 7 2' 2' 11 ' 2' 12 ' 2' 35.00'35.00' 12 ' R70 R 7 0 STA: 9+93 +/- OFST: -7.5' (LT) STA: 9+93 +/- OFST: 7.5' (RT) STA: 10+28 +/- OFST: -7.5' (LT) STA: 10+28 +/- OFST: 7.5' (RT) STA: 10+36 +/- OFST: 0.0' (LT) STA: 10+37 +/- OFST: 29.4' (RT) STA: 11+05 +/- OFST: 53.7' (RT) STA: 11+29 +/- OFST: -19.5' (LT) STA: 10+71 +/- OFST: 89.5' (RT) STA: 10+95 +/- OFST: 89.5' (RT) STA: 11+30 +/- OFST: 0.0' (LT) STA: 11+38 +/- OFST: -7.5' (LT) STA: 11+38 +/- OFST: 7.5' (RT) STA: 11+72 +/- OFST: -7.5' (LT) STA: 11+72 +/- OFST: 7.5' (RT) R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 15+00 16+00 17+00 18+00 19+00 20+00 E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EXISTING TIMBER DRIVE (GRAVEL / SOIL) LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE LO D / T C E LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE 15+00 16+00 17+00 18+00 19+00 20+00 2' 2' 11 ' 2' 12 ' 2' 10 0 ' F U T U R E R I G H T - O F - W A Y MB : 7 2 P G : 3 5 7 12 ' T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 4 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 8 : 2 7 P M RO A D W A Y M A R K I N G P L A N LVL MMS AMW C-5.02 ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 MA T C H L I N E - 9 + 5 0 . 0 0 MA T C H L I N E - 1 5 + 0 0 . 0 0 0 10'20'40' SCALE: 1"=20' HORZ. R Know what's below. Call before you dig. NORTH CAROLINA ONE-CALL CENTER INC. DIAL 811 or 1-800-632-4949 3 BUSINESS DAYS BEFORE DIGGING www.ncocc.org MA T C H L I N E - 1 5 + 0 0 . 0 0 MA T C H L I N E - 2 0 + 5 0 . 0 0 STOPMUTCD R1-1 (STOP) STOP MUTCD R1-1 (STOP) MUTCD R1-1 (STOP)STOP NOTES: 1. IDENTIFICATION SIGNING OR LANDSCAPE VEGETATION WITHIN THE MEDIAN AND THE SIGHT DISTANCE TRIANGLE MUST NOT OBSTRUCT THE DRIVERS LINE OF SIGHT. NO LANDSCAPING OR SIGNING WILL BE ALLOWED TO EXCEED 42" IN HEIGHT, MEASURED FROM EDGE OF PAVEMENT WITHIN THE MEDIAN OR SIGHT TRIANGLE. 2. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND INSTALLED TO THE MOST CURRENT NCDOT STANDARDS. 3. ALL PAVEMENT MARKERS SHALL BE SNOWPLOWABLE/RAISED, PERMANENT MARKERS AND INSTALLED TO THE MOST CURRENT NCDOT STANDARDS. T1 T1 T1 T1 T13 T42 T1 T1 T1 T1 T61 T61 T61 T1 T1 T1 T1 PAVEMENT MARKING SCHEDULE SYMBOL DESCRIPTION MATERIAL T1 T2 T4 T13 T42 T50 T51 T61 T70 T71 WHITE EDGELINE (4", 90 MIL) WHITE SOLID LANE LINE (4", 90 MIL) 3 FT. - 9 FT./SP WHITE MINISKIP (4", 90 MIL) YELLOW DOUBLE CENTER (4", 90 MIL) YELLOW DIAGONAL (8", 90 MIL) WHITE GORELINE (12", 90 MIL) WHITE DIAGONAL (12", 90 MIL) WHITE STOPBAR (24", 90 MIL) LEFT TURN ARROW (90 MIL) RIGHT TURN ARROW (90 MIL) THERMO THERMO THERMO THERMO THERMO THERMO THERMO THERMO THERMO THERMO RB Z 2 RB Z 2 RB Z 2 RB Z2 RB Z2 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 21+00 22+00 23+00 24+00 25+00 26+00 BP: 0+00.00 EP: 1+66.04 E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EXISTING TIMBER DRIVE (GRAVEL / SOIL)EXISTING TIMBER DRIVE (GRAVEL / SOIL) LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE 21+00 22+00 23+00 24+00 25+00 26+00 2' 2' 11 ' 2' 12 ' 2' 12 ' RB Z2 R B Z 2 R B Z 2 RB Z 2 RB Z 2 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W E E E E E E E E E E E E E E E E E E E E EXISTING TIMBER DRIVE (GRAVEL / SOIL) 10 0 ' F U T U R E R I G H T - O F - W A Y MB : 7 2 P G : 3 5 7 4" LANE LINE (WHITE THERMO) LOD / T C E LOD/TCE LOD/TCE LOD/TCE LOD/TCE LO D / T C E PUE/PAE PUE/PAE PUE/ P A E PUE/PAE PUE/PAE PUE/PA E PUE/PAE PUE/PAE LOD/TCE LOD/ T C E LOD/TCE LOD/ T C E PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE LO D LO D LO D LOD LO D R/W R/W R/W R/W R/W R/W R/ W R/W R/W R/WR/W R/W R/ W R/ W 26+00 27+00 2' 2' 11 ' 2' 12 ' 2' 4" LANE LINE (WHITE THERMO) 12 ' STA: 26+25 +/- OFST: -7.5' (LT) STA: 26+25 +/- OFST: 7.5' (RT) STA: 26+32 +/- OFST: 0.0' (RT) STA: 26+32 +/- OFST: -19.5' (LT) STA: 26+32 +/- OFST: 19.5' (RT) STA: 27+94 +/- OFST: 0.0' (RT) STA: 26+85 +/- OFST: -42.7' (LT) STA: 26+85 +/- OFST: 42.7' (RT) STA: 27+31 +/- OFST: 0.0' (LT) T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 4 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 8 : 2 7 P M 1 RE V / A D D E N D U M / B U L L E T I N x / x x / x x x x RO A D W A Y M A R K I N G P L A N LVL MMS AMW C-5.03 ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 MA T C H L I N E - 2 0 + 5 0 . 0 0 0 10'20'40' SCALE: 1"=20' HORZ. R Know what's below. Call before you dig. NORTH CAROLINA ONE-CALL CENTER INC. DIAL 811 or 1-800-632-4949 3 BUSINESS DAYS BEFORE DIGGING www.ncocc.org MA T C H L I N E - 2 6 + 0 0 . 0 0 20 + 6 0 . 0 0 NOTES: 1. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND INSTALLED TO THE MOST CURRENT NCDOT STANDARDS. 2. ALL PAVEMENT MARKERS SHALL BE SNOWPLOWABLE/RAISED, PERMANENT MARKERS AND INSTALLED TO THE MOST CURRENT NCDOT STANDARDS. T1 T1 T1 T1 T1 T1 PAVEMENT MARKING SCHEDULE SYMBOL DESCRIPTION MATERIAL T1 T2 T4 T13 T42 T50 T51 T61 T70 T71 WHITE EDGELINE (4", 90 MIL) WHITE SOLID LANE LINE (4", 90 MIL) 3 FT. - 9 FT./SP WHITE MINISKIP (4", 90 MIL) YELLOW DOUBLE CENTER (4", 90 MIL) YELLOW DIAGONAL (8", 90 MIL) WHITE GORELINE (12", 90 MIL) WHITE DIAGONAL (12", 90 MIL) WHITE STOPBAR (24", 90 MIL) LEFT TURN ARROW (90 MIL) RIGHT TURN ARROW (90 MIL) THERMO THERMO THERMO THERMO THERMO THERMO THERMO THERMO THERMO THERMO FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL 29 28 27 26 262728 29 30 29 2828 30 29 26 26272829 30 32 34 3 2 30 30 28 29 2727 28 30 TPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPF LO D / T C E LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD R/ W R/ W R/ W R/ W R/ W R/ W FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC XXXXX OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL FM FM FM 28 28 29 30 30 29 28 2726 262728 2930 32 32 30 28 28 29 3030 29 27 28 26 2627 2 9 2 8 2 7 2 6 2 5 26 2 7 2 8 2 92 9 2 8 2 7 262 6 2 7 28 2 8 29 29 29 2 9 2827 26 26 27 28 SF SF TPFTPFTPFTPFTPFTPFTPF SF SF SF TC A TC A TC A TC A 2 4 2 5 2 8 31 28 23 25 29 23 26 LO D / T C E LO D / T C E LO D / T C E LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D 0+ 0 0 1+ 0 0 SF TPFLODSILT FENCE TREE PROTECTION FENCE INLET PROTECTION SILT FENCE OUTLET ROCK CHECK DAM ROLLED EROSION CONTROL PRODUCT (NAGREEN S75BN OR APPROVED EQUIVALENT) EROSION CONTROL LEGENDLOD: 12.79 AC LOD T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 5 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 9 : 3 1 P M ER O S I O N C O N T R O L - P H A S E I 0 10'20'40' SCALE: 1"=20' HORZ. LVL MMS AMW C-6.00 ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 MA T C H L I N E - 5 + 0 0 . 0 0 MA T C H L I N E - 5 + 0 0 . 0 0 NOTE: TREE CLEARING AND GRUBBING LIMITS SHALL BE INSIDE THE LOD LINE. SEE SHEET C-5.18 FOR SIZING OF ALL SEDIMENT TRAPS AND SKIMMER BASINS HOLLY SHELTER ROAD (SR-1002) TEMPORARY CONSTRUCTION ENTRANCE (TYP.) EROSION CONTROL DATA RIVER BASIN:CAPE FEAR RECEIVING WATER COURSE: NORTHEAST CAPE FEAR RIVER, B;Sw PROJECT LOCATION:34.3621,-77.8474 LIMITS OF DISTURBANCE:15.30 AC. AREA TO BE STABILIZED WITH VEGETATION:254952 SF/ 5.85 AC. POINT OF CONTACT:GALEN JAMISON, (910) 798-7072, GJAMISON@NHCGOV.COM SEDIMENT TRAP #5 BOTTOM 23.50 SPILLWAY 27.00 SEDIMENT TRAP #6 BOTTOM: 22.50 SPILLWAY: 26.00 LOCATE RAIN GAUGE AND PERMITS/RECORDS BOX IN THIS AREA 4' SPILLWAY 4' SPILLWAY CONTRACTOR TO STABILIZE AREA DOWNSTREAM OF SEDIMENT TRAP W/ NAGREEN S75BN OR APPROVED EQUIVALENT CONTRACTOR TO STABILIZE AREA DOWNSTREAM OF SEDIMENT TRAP W/ NAGREEN S75BN OR APPROVED EQUIVALENT R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C FO C X X X X X OH E OH E OH E OH E OH E OH E FM FM FM FM FM FM FM R/ W R/ W R/ W R/ W R/ W R/ W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/ W R/ W R/ W R/ W R/ W R/ W R/ W WL WL WL WL WL WL WL FMFMFM 282726 25 26 27 28 29 292827262627 28 28 29 29 2 8 2 7 26 28 28 29 29 28 2 7 2 6 2 6 2 7 2 8 30 28 272625 252627 29 29 28 27262524 252627 30292827 2625 252627 28 SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF TCA TCA TCATCA 24 25 2831 2823 25 29 23 2 6 LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LO D LO D LO D LO D LO D 0+00 1+00 2+00 3+00 4+00 5+00 SF TPFLODSILT FENCE TREE PROTECTION FENCE INLET PROTECTION SILT FENCE OUTLET ROCK CHECK DAM ROLLED EROSION CONTROL PRODUCT (NAGREEN S75BN OR APPROVED EQUIVALENT) EROSION CONTROL LEGENDLOD: 12.79 AC LOD T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 5 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 9 : 3 1 P M ER O S I O N C O N T R O L - P H A S E I LVL MMS AMW C-6.01 ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 MA T C H L I N E - 5 + 5 0 . 0 0 0 10'20'40' SCALE: 1"=20' HORZ. NOTE: TREE CLEARING AND GRUBBING LIMITS SHALL BE INSIDE THE LOD LINE. HO L L Y S H E L T E R R O A D (S R - 1 0 0 2 ) N224812.45 E2347770.67 SEDIMENT TRAP #5 SEDIMENT TRAP #6 CONTRACTOR TO STABILIZE AREA DOWNSTREAM OF SEDIMENT TRAP W/ NAGREEN S75BN OR APPROVED EQUIVALENT CONTRACTOR TO STABILIZE AREA DOWNSTREAM OF SEDIMENT TRAP W/ NAGREEN S75BN OR APPROVED EQUIVALENT TEMPORARY ACCESS TO EX. LOGGING ROAD 15" HPDE PIPE 6" ABC COVER R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 29 30 30 2928272625252627 28 28 28 272625 25262728 29 29282726 29 SFSFSFSFSFSF SF SF SF SF SF SF SFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LO D / T C E LO D / T C E LO D / T C E LO D / T C E LOD/TCE LOD/TCE LOD/TCE 6+00 7+00 8+00 9+00 SF TPFLODSILT FENCE TREE PROTECTION FENCE INLET PROTECTION SILT FENCE OUTLET ROCK CHECK DAM ROLLED EROSION CONTROL PRODUCT (NAGREEN S75BN OR APPROVED EQUIVALENT) EROSION CONTROL LEGENDLOD: 12.79 AC LOD T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 5 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 9 : 3 1 P M ER O S I O N C O N T R O L - P H A S E I LVL MMS AMW C-6.02 ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 0 10'20'40' SCALE: 1"=20' HORZ. NOTE: TREE CLEARING AND GRUBBING LIMITS SHALL BE INSIDE THE LOD LINE. LAYDOWN AND STAGING AREA MA T C H L I N E - 5 + 5 0 . 0 0 MA T C H L I N E - 9 + 5 0 . 0 0 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 23 252627 24 28 29 28 27262524 2526 27 28 28 27 27 28 29 2 8 2 7 2 6 2 5 2 4 2 3 2 4 2 5 2 6 2 7 2 8 2 7 2 6 2 5 2 4 2 4 2 5 2 6 2 6 28 28 27 2 7 SF SF SF SF SFSFSFSFSF SF SF SFSFSFSFSF SF SFSF SF SFSF SF SF SF SF SFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 23 24 26 25 25 26 23 LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LO D / T C E LOD/ T C E LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LO D / T C E LO D / T C E LO D / T C E LOD/TCE LO D / T C E LO D / T C E LOD/TC E LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TC E LOD/TCE LOD/TCE LOD/TCE LO D / T C E LO D / T C E LO D / T C E 10+00 11+00 12+00 13+00 14+00 15+00 SF TPFLODSILT FENCE TREE PROTECTION FENCE INLET PROTECTION SILT FENCE OUTLET ROCK CHECK DAM ROLLED EROSION CONTROL PRODUCT (NAGREEN S75BN OR APPROVED EQUIVALENT) EROSION CONTROL LEGENDLOD: 12.79 AC LOD T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 5 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 9 : 3 2 P M ER O S I O N C O N T R O L - P H A S E I LVL MMS AMW ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 MA T C H L I N E - 9 + 5 0 . 0 0 MA T C H L I N E - 1 5 + 0 0 . 0 0 0 10'20'40' SCALE: 1"=20' HORZ. NOTE: TREE CLEARING AND GRUBBING LIMITS SHALL BE INSIDE THE LOD LINE.C-6.03 SKIMMER BASIN #1 50' PLASTIC LINED SPILLWAY 8' EMBANKMENT BAFFLE (TYP.) SKIMMER DEVICE CLASS B RIP RAP 6'X8' DEWATERING BAG (TYP.) CLASS B RIP RAP SKIMMER ELEVATIONS BOTTOM: 22.60 SPILLWAY: 24.60 BERM: 25.10 LAYDOWN AND STAGING AREA R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W RB Z 2 RB Z 2 RB Z 2 RB Z2 27262524 2425262728 29 29 28272625 25262728 28 28 28 SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 28272625 28 28 26 LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE 21+00 22+00 23+00 24+00 25+00 26+00 SF TPF LOD SILT FENCE TREE PROTECTION FENCE INLET PROTECTION SILT FENCE OUTLET ROCK CHECK DAM ROLLED EROSION CONTROL PRODUCT (NAGREEN S75BN OR APPROVED EQUIVALENT) EROSION CONTROL LEGENDLOD: 12.79 AC LOD 544228.471BLUE FLAG 544328.720BLUE FLAG 544428.622BLUE FLAG 544528.393BLUE FLAG 544628.970BLUE FLAG 5447 28.926BLUE FLAG R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 23 23242526 2827 29 29 28272625 252627 2 8 28 27 28 28 27 2 7 2827262525262728 29 2827262524 242526 SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LO D / T C E LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE 15+00 16+00 17+00 18+00 19+00 20+00 T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 5 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 9 : 3 2 P M ER O S I O N C O N T R O L - P H A S E I LVL MMS AMW C-6.04 ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 MA T C H L I N E - 2 0 + 5 0 . 0 0 0 10'20'40' SCALE: 1"=20' HORZ. MA T C H L I N E - 2 6 + 0 0 . 0 0 NOTE: TREE CLEARING AND GRUBBING LIMITS SHALL BE INSIDE THE LOD LINE. MA T C H L I N E - 1 5 + 0 0 . 0 0 MA T C H L I N E - 2 0 + 5 0 . 0 0 SEDIMENT TRAP #1 BOTTOM: 24.50 SPILLWAY INV. 28.00 SEDIMENT TRAP #3 BOTTOM: 24.50 SPILLWAY INV.: 28.00 4' SPILLWAY 4' SPILLWAY R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W RB Z2 R B Z 2 R B Z 2 RB Z 2 RB Z 2 2829 29 2827 262524 24252627 28 28 272625 252627 28 27 28 2 8 2 7 2 6 2 6 2 7 2 8 2 9 30 3 0 3 0 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 25 26 27 2 8 25 2 8 252825 25 28 LOD / T C E LOD/TCE LOD/TCE LOD/TCE LOD/TCE LO D / T C E LOD/TCE LOD / T C E LOD/TCE LOD/TCE LOD/ T C E LO D LO D LO D LOD LO D R/W R/W R/W R/W R/W R/ W R / W R/W R/W R/WR/W R/W R/ W R/ W 26+00 27+00 SF TPF LOD SILT FENCE TREE PROTECTION FENCE INLET PROTECTION SILT FENCE OUTLET ROCK CHECK DAM ROLLED EROSION CONTROL PRODUCT (NAGREEN S75BN OR APPROVED EQUIVALENT) EROSION CONTROL LEGENDLOD: 12.79 AC LOD T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 5 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 9 : 3 2 P M ER O S I O N C O N T R O L - P H A S E I LVL MMS AMW C-6.05 ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 0 10'20'40' SCALE: 1"=20' HORZ. NOTE: TREE CLEARING AND GRUBBING LIMITS SHALL BE INSIDE THE LOD LINE. MA T C H L I N E - 2 6 + 0 0 . 0 0 SEDIMENT TRAP #2 BOTTOM: 24.50 SPILLWAY INV.: 28.00 SEDIMENT TRAP #4 BOTTOM: 24.50 SPILLWAY INV.: 28.00 4' SPILLWAY 4' SPILLWAY FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL 29 28 27 26 262728 29 30 29 2828 30 29 26 26272829 30 32 34 32 30 30 28 29 2727 28 3030 29 2827 29 TPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPF 26 29 29 26 29 28 27 28 26 LO D / T C E LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD SF TPFLODSILT FENCE TREE PROTECTION FENCE INLET PROTECTION SILT FENCE OUTLET ROCK CHECK DAM ROLLED EROSION CONTROL PRODUCT (NAGREEN S75BN OR APPROVED EQUIVALENT) EROSION CONTROL LEGENDLOD: 12.79 AC LOD R/ W R/ W R/ W R/ W R/ W R/ W Inv.: 24.54'Inv.: 24.44' FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC XXXXX OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL FM FM FM 28 28 29 30 30 29 28 2726 262728 2930 32 32 3 0 28 28 29 3030 29 27 28 26 2627 2 9 2 8 2 7 2 6 2 5 26 2 7 2 8 2 92 9 2 8 2 7 2 6 2 6 2 7 28 2 8 29 29 29 2 9 2827 26 26 27 28 28 27 2 9 28 26 27 28 29 W FM FM W E E E E E E E E SF SF TPFTPFTPFTPFTPFTPFTPF SF SF SF TC A TC A TC A TC A 30 30 2 5 25 2 4 2 5 2 6 2 8 2 9 2 9 29 28 29 23 25 29 29 28 26 30 30 LO D / T C E LO D / T C E LO D / T C E LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D 0+ 0 0 1+ 0 0 T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 5 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 9 : 3 1 P M ER O S I O N C O N T R O L - P H A S E I I 0 10'20'40' SCALE: 1"=20' HORZ. LVL MMS AMW C-6.06 ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 MA T C H L I N E - 5 + 0 0 . 0 0 R Know what's below. Call before you dig. NORTH CAROLINA ONE-CALL CENTER INC. DIAL 811 or 1-800-632-4949 3 BUSINESS DAYS BEFORE DIGGING www.ncocc.org MA T C H L I N E - 5 + 0 0 . 0 0 CONTRACTOR TO STABILIZE AREA DOWNSTREAM OF SEDIMENT TRAP W/ NAGREEN S75BN OR APPROVED EQUIVALENT CONTRACTOR TO STABILIZE AREA DOWNSTREAM OF SEDIMENT TRAP W/ NAGREEN S75BN OR APPROVED EQUIVALENT 15" TEMPORARY HDPE PIPE 6" ABC COVER R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WInv.: 24.44' FO C FO C FO C FO C FO C FO C FO C X X X X X OH E OH E OH E OH E OH E OH E R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/ W R/ W R/ W R/ W R/ W R/ W R/ W WL WL WL WL WL WL WL FMFMFM 282726 25 2627 28 29 292827262627 28 28 29 29 2 8 2 7 26 28 28 29 29 28 2 7 2 6 2 6 2 7 2 8 30 28 272625 252627 29 29 28 27262524 252627 30292827 2625 252627 28 28 27 29 2 8 W W W W W W FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM W W W E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E W W W SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF TCA TCA TCATCA 30 30 25 25 30 2425 262829 29 29 28 29 23 25 29 29 28 26 30 LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LO D LO D LO D LO D LO D 0+00 1+00 2+00 3+00 4+00 5+00 SF TPFLODSILT FENCE TREE PROTECTION FENCE INLET PROTECTION SILT FENCE OUTLET ROCK CHECK DAM ROLLED EROSION CONTROL PRODUCT (NAGREEN S75BN OR APPROVED EQUIVALENT) EROSION CONTROL LEGENDLOD: 12.79 AC LOD T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 5 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 9 : 3 1 P M ER O S I O N C O N T R O L - P H A S E I I LVL MMS AMW C-6.07 ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 MA T C H L I N E - 5 + 5 0 . 0 0 0 10'20'40' SCALE: 1"=20' HORZ. R Know what's below. Call before you dig. NORTH CAROLINA ONE-CALL CENTER INC. DIAL 811 or 1-800-632-4949 3 BUSINESS DAYS BEFORE DIGGING www.ncocc.org 15" TEMPORARY HDPE PIPE 6" ABC COVER R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W Inv.: 24.95' Inv.: 25.02' R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 29 30 30 2928272625252627 28 28 28 272625 25262728 29 29282726 29 W W W W W W FM FM FM FM FM FM FM FM FM FM FM FM FM FM W W W E E E E E E E E E E E E E E E E E E E E E E E E E E E E W W W W W SFSFSFSFSFSF SF SF SF SF SF SF SFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 28 29 29 28 27 28 29 29 27 26 26 27 29 29 LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LO D / T C E LO D / T C E LO D / T C E LO D / T C E LOD/TCE LOD/TCE LOD/TCE 6+00 7+00 8+00 9+00 SF TPFLODSILT FENCE TREE PROTECTION FENCE INLET PROTECTION SILT FENCE OUTLET ROCK CHECK DAM ROLLED EROSION CONTROL PRODUCT (NAGREEN S75BN OR APPROVED EQUIVALENT) EROSION CONTROL LEGENDLOD: 12.79 AC LOD T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 5 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 9 : 3 2 P M ER O S I O N C O N T R O L - P H A S E I I LVL MMS AMW C-6.08 ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 0 10'20'40' SCALE: 1"=20' HORZ. NOTE: TREE CLEARING AND GRUBBING LIMITS SHALL BE INSIDE THE LOD LINE. LAYDOWN AND STAGING AREA MA T C H L I N E - 5 + 5 0 . 0 0 MA T C H L I N E - 9 + 5 0 . 0 0 SF TPFLODSILT FENCE TREE PROTECTION FENCE INLET PROTECTION SILT FENCE OUTLET ROCK CHECK DAM ROLLED EROSION CONTROL PRODUCT (NAGREEN S75BN OR APPROVED EQUIVALENT) EROSION CONTROL LEGENDLOD: 12.79 AC LOD SS FM FM R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W CP- 1 0 CP - 1 0 : N: 2 2 3 7 1 0 . 5 0 E: 2 3 4 8 2 7 7 . 0 0 ELE V . : 2 8 . 4 6 PBPB Inv.: 22.96' Inv.: 22.17' Inv.: 22.14' R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 23 252627 24 28 29 28 27262524 2526 27 28 28 27 27 28 29 2 8 2 7 2 6 2 5 2 4 2 3 2 4 2 5 2 6 2 7 2 8 2 7 2 6 2 5 2 4 2 4 2 5 2 6 2 6 28 28 27 2 7 W W W FM FM SSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W WW 27 SS SS 28 27 E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E W W W W W W W SSSSSSSSSS W F M FM FM FM FM FM FM SF SF SF SF SFSFSFSF SF SF SF SFSFSFSFSF SF SFSF SF SFSF SF SF SF SF SFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 2 5 25 25 25 25 25 25 25 25 25 25 25 25 25 23 29 26 27 29 29 28 27 26 25 26 27 28 29 29 28 LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LO D / T C E LOD/ T C E LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LO D / T C E LO D / T C E LO D / T C E LOD/TCE LO D / T C E LO D / T C E LOD/TC E LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LO D / T C E LO D / T C E LO D / T C E 10+00 11+00 12+00 13+00 14+00 15+00 T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 5 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 9 : 3 2 P M ER O S I O N C O N T R O L - P H A S E I I LVL MMS AMW C-6.09 ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 0 10'20'40' SCALE: 1"=20' HORZ.R Know what's below. Call before you dig. NORTH CAROLINA ONE-CALL CENTER INC. DIAL 811 or 1-800-632-4949 3 BUSINESS DAYS BEFORE DIGGING www.ncocc.org MA T C H L I N E - 9 + 5 0 . 0 0 MA T C H L I N E - 1 5 + 0 0 . 0 0 9'X12' CLASS A RIP RAP DISSIPATER PAD (TYP.) 9'X12' CLASS A RIP RAP DISSIPATER PAD (TYP.) MA T C H L I N E - C - 5 . 0 7 CLASS B RIP RAP FOREBAY/DITCH TO SKIMMER BASIN R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 544228.471BLUE FLAG 5443 28.720BLUE FLAG 5444 28.622BLUE FLAG 544528.393BLUE FLAG 5446 28.970BLUE FLAG 544728.926BLUE FLAG R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 2323242526 2827 29 29 28272625 252627 2 8 28 27 28 28 27 2 7 2827262525262728 29 2827262524 242526 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS W W W W W W W W W W W W W W E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E WW SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 30 29 28 27 26 26 27 28 28 27 LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LO D / T C E LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE 15+00 16+00 17+00 18+00 19+00 20+00 SF TPFLODSILT FENCE TREE PROTECTION FENCE INLET PROTECTION SILT FENCE OUTLET ROCK CHECK DAM ROLLED EROSION CONTROL PRODUCT (NAGREEN S75BN OR APPROVED EQUIVALENT) EROSION CONTROL LEGENDLOD: 12.79 AC LOD R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W RB Z 2 RB Z 2 RB Z 2 RB Z2 RB Z2 27262524 2425262728 29 29 28272625 25262728 28 28 28 SSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSS E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E W W W W W W W W W W W W W W W W W SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 30 30 30 30 30 30 30 30 30 30 32 31 25 27 293031 31 26 25 293031 32 LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE 21+00 22+00 23+00 24+00 25+00 26+00 T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 5 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 9 : 3 3 P M ER O S I O N C O N T R O L - P H A S E I I LVL MMS AMW C-6.10 ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 MA T C H L I N E - 1 5 + 0 0 . 0 0 MA T C H L I N E - 2 0 + 5 0 . 0 0 0 10'20'40' SCALE: 1"=20' HORZ. R Know what's below. Call before you dig. NORTH CAROLINA ONE-CALL CENTER INC. DIAL 811 or 1-800-632-4949 3 BUSINESS DAYS BEFORE DIGGING www.ncocc.org MA T C H L I N E - 2 0 + 5 0 . 0 0 MA T C H L I N E - 2 6 + 0 0 . 0 0 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W CP-7: CP-07 N: 222168.59 E: 2348883.59 ELEV.: 29.86 Inv.: 24.30' Inv.: 24.49' Inv.: 24.33' R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W RB Z2 R B Z 2 R B Z 2 RB Z 2 RB Z 2 2829 29 2827 262524 24252627 28 28 272625 252627 28 27 28 2 8 2 7 2 6 2 6 2 7 2 8 2 9 3 0 3 0 3 0 W W W W W SS SS SS SS SS SS SS SS E E E E E E E E E E E E E E E E E E E E W SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 30 25 30 30 30 30 30 25 25 2 6 27 29 25 29 31 32 25 26 27 31 27 30 31 3 0 2 6 3 0 2 9 2 9 LOD / T C E LOD/TCE LOD/TCE LOD/TCE LOD/TCE LO D / T C E LOD/TCE LOD/ T C E LOD/TCE LOD/TCE LOD/ T C E LO D LO D LO D LOD LO D R/W R/W R/W R/W R/W R/ W R/ W R/W R/W R/WR/W R/W R/ W R/ W 26+00 27+00 SF TPFLODSILT FENCE TREE PROTECTION FENCE INLET PROTECTION SILT FENCE OUTLET ROCK CHECK DAM ROLLED EROSION CONTROL PRODUCT (NAGREEN S75BN OR APPROVED EQUIVALENT) EROSION CONTROL LEGENDLOD: 12.79 AC LOD T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 5 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 9 : 3 1 P M ER O S I O N C O N T R O L - P H A S E I I LVL MMS AMW C-6.11 ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 MA T C H L I N E - S T A : 2 6 + 0 0 . 0 0 0 10'20'40' SCALE: 1"=20' HORZ. R Know what's below. Call before you dig. NORTH CAROLINA ONE-CALL CENTER INC. DIAL 811 or 1-800-632-4949 3 BUSINESS DAYS BEFORE DIGGING www.ncocc.org 9'X12' CLASS A RIP RAP DISSIPATER PAD (TYP.)9'X12' CLASS A RIP RAP DISSIPATER PAD (TYP.) 27'X54' CLASS A RIP RAP DISSIPATER PAD (TYP.) FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL 29 28 27 26 262728 29 30 29 2828 30 29 26 26272829 30 32 34 32 30 30 28 29 2727 28 3030 29 2827 29 TPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPF 2626 27 27 28 28 29 29 30 LO D / T C E LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD SF TPFLODSILT FENCE TREE PROTECTION FENCE INLET PROTECTION SILT FENCE OUTLET ROCK CHECK DAM ROLLED EROSION CONTROL PRODUCT (NAGREEN S75BN OR APPROVED EQUIVALENT) EROSION CONTROL LEGENDLOD: 12.79 AC LOD R/ W R/ W R/ W R/ W R/ W R/ W Inv.: 24.54'Inv.: 24.44' FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC XXXXX OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL FM FM FM 28 28 29 30 30 29 28 2726 262728 2930 32 32 3 0 28 28 29 3030 29 27 28 26 2627 2 9 2 8 2 7 2 6 2 5 26 2 7 2 8 2 92 9 2 8 2 7 2 6 2 6 2 7 28 2 8 29 29 29 2 9 2827 26 26 27 28 28 27 2 9 28 26 27 28 29 W FM FM W E E E E E E E E SF SF TPFTPFTPFTPFTPFTPFTPF SF SF SF 27 27 2 7 27 28 2 8 2 8 28 2 9 29 30 30 LO D / T C E LO D / T C E LO D / T C E LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D 0+ 0 0 1+ 0 0 T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 5 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 9 : 3 3 P M ER O S I O N C O N T R O L - P H A S E I I I 0 10'20'40' SCALE: 1"=20' HORZ. LVL MMS AMW C-6.12 ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 MA T C H L I N E - 5 + 0 0 . 0 0 R Know what's below. Call before you dig. NORTH CAROLINA ONE-CALL CENTER INC. DIAL 811 or 1-800-632-4949 3 BUSINESS DAYS BEFORE DIGGING www.ncocc.org MA T C H L I N E - 5 + 0 0 . 0 0 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WInv.: 24.44' FO C FO C FO C FO C FO C FO C FO C X X X X X OH E OH E OH E OH E OH E OH E R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/ W R/ W R/ W R/ W R/ W R/ W R/ W WL WL WL WL WL WL WL FMFMFM 282726 25 2627 28 29 292827262627 28 28 29 29 2 8 2 7 26 28 28 29 29 28 2 7 2 6 2 6 2 7 2 8 30 28 272625 252627 29 29 28 27262524 252627 30292827 2625 252627 28 28 27 29 2 8 W W W W W W FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM W W W E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E W W W SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 27 27 27 27 2727 28 28 28 2828 28 28 2828 28 28 29 29 29 29 29 29 29 29 29 29 29 292929 30 30 30 30 LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LO D LO D LO D LO D LO D 0+00 1+00 2+00 3+00 4+00 5+00 SF TPFLODSILT FENCE TREE PROTECTION FENCE INLET PROTECTION SILT FENCE OUTLET ROCK CHECK DAM ROLLED EROSION CONTROL PRODUCT (NAGREEN S75BN OR APPROVED EQUIVALENT) EROSION CONTROL LEGENDLOD: 12.79 AC LOD T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 5 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 9 : 3 1 P M ER O S I O N C O N T R O L - P H A S E I I I LVL MMS AMW C-6.13 ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 MA T C H L I N E - 5 + 5 0 . 0 0 0 10'20'40' SCALE: 1"=20' HORZ. R Know what's below. Call before you dig. NORTH CAROLINA ONE-CALL CENTER INC. DIAL 811 or 1-800-632-4949 3 BUSINESS DAYS BEFORE DIGGING www.ncocc.org R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W Inv.: 24.95' Inv.: 25.02' R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 29 30 30 2928272625252627 28 28 28 272625 25262728 29 29282726 29 W W W W W W FM FM FM FM FM FM FM FM FM FM FM FM FM FM W W W E E E E E E E E E E E E E E E E E E E E E E E E E E E E W W W W W SFSFSFSFSFSF SF SF SF SF SF SF SFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 26 26 27 27 2727 28 28 28 28 29 29 29 LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LO D / T C E LO D / T C E LO D / T C E LO D / T C E LOD/TCE LOD/TCE LOD/TCE 6+00 7+00 8+00 9+00 SF TPFLODSILT FENCE TREE PROTECTION FENCE INLET PROTECTION SILT FENCE OUTLET ROCK CHECK DAM ROLLED EROSION CONTROL PRODUCT (NAGREEN S75BN OR APPROVED EQUIVALENT) EROSION CONTROL LEGENDLOD: 12.79 AC LOD T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 5 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 9 : 3 2 P M ER O S I O N C O N T R O L - P H A S E I I I LVL MMS AMW C-6.14 ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 0 10'20'40' SCALE: 1"=20' HORZ. NOTE: TREE CLEARING AND GRUBBING LIMITS SHALL BE INSIDE THE LOD LINE. MA T C H L I N E - 5 + 5 0 . 0 0 MA T C H L I N E - 9 + 5 0 . 0 0 SF TPFLODSILT FENCE TREE PROTECTION FENCE INLET PROTECTION SILT FENCE OUTLET ROCK CHECK DAM ROLLED EROSION CONTROL PRODUCT (NAGREEN S75BN OR APPROVED EQUIVALENT) EROSION CONTROL LEGENDLOD: 12.79 AC LOD SS FM FM R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W CP- 1 0 CP - 1 0 : N: 2 2 3 7 1 0 . 5 0 E: 2 3 4 8 2 7 7 . 0 0 ELE V . : 2 8 . 4 6 PBPB Inv.: 22.96' Inv.: 22.17' Inv.: 22.14' R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 23 252627 24 28 29 28 27262524 2526 27 28 28 27 27 28 29 2 8 2 7 2 6 2 5 2 4 2 3 2 4 2 5 2 6 2 7 2 8 2 7 2 6 2 5 2 4 2 4 2 5 2 6 2 6 28 28 27 2 7 W W W FM FM SSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W WW SS SS E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E W W W W W W W SSSSSSSSSS W F M FM FM FM FM FM FM SF SF SF SF SFSFSFSF SF SF SF SFSFSFSFSF SF SFSF SF SFSF SF SF SF SF SFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 23.35 25.00 22.56 22.12 2323 24 24 25 25 25 25 26 26 26 26 27 27 27 27 28 28 28 28 29 29 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 26 26 27 27 28 28 29 29 29 LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LO D / T C E LOD/ T C E LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LO D / T C E LO D / T C E LO D / T C E LOD/TCE LO D / T C E LO D / T C E LOD/TC E LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LO D / T C E LO D / T C E LO D / T C E 10+00 11+00 12+00 13+00 14+00 15+00 T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 5 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 9 : 3 3 P M ER O S I O N C O N T R O L - P H A S E I I I LVL MMS AMW C-6.15 ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 0 10'20'40' SCALE: 1"=20' HORZ.R Know what's below. Call before you dig. NORTH CAROLINA ONE-CALL CENTER INC. DIAL 811 or 1-800-632-4949 3 BUSINESS DAYS BEFORE DIGGING www.ncocc.org MA T C H L I N E - 9 + 5 0 . 0 0 MA T C H L I N E - 1 5 + 0 0 . 0 0 9'X12' CLASS A RIP RAP DISSIPATER PAD (TYP.) PLUNGE POOL LINED WITH CLASS 1 RIP RAP 25" DEEP 9'X12' CLASS A RIP RAP DISSIPATER PAD (TYP.) MA T C H L I N E - C - 5 . 0 7 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 544228.471BLUE FLAG 5443 28.720BLUE FLAG 5444 28.622BLUE FLAG 544528.393BLUE FLAG 5446 28.970BLUE FLAG 544728.926BLUE FLAG R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 2323242526 2827 29 29 28272625 252627 2 8 28 27 28 28 27 2 7 2827262525262728 29 2827262524 242526 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS W W W W W W W W W W W W W W E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E WW SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 26 26 26 26 27 27 27 27 28 28 28 28 29 29 29 29 LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LO D / T C E LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE 15+00 16+00 17+00 18+00 19+00 20+00 SF TPFLODSILT FENCE TREE PROTECTION FENCE INLET PROTECTION SILT FENCE OUTLET ROCK CHECK DAM ROLLED EROSION CONTROL PRODUCT (NAGREEN S75BN OR APPROVED EQUIVALENT) EROSION CONTROL LEGENDLOD: 12.79 AC LOD R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W RB Z 2 RB Z 2 RB Z 2 RB Z2 RB Z2 27262524 2425262728 29 29 28272625 25262728 28 28 28 SSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSS E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E W W W W W W W W W W W W W W W W W SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 27.46 28.00 28 28 2828 28 29 29 29 29 29 29 29 30 30 30 30 30 30 30 30 31 31 31 31 31 32 32 32 32 LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE 21+00 22+00 23+00 24+00 25+00 26+00 T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 5 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 9 : 3 2 P M ER O S I O N C O N T R O L - P H A S E I I I LVL MMS AMW C-6.16 ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 MA T C H L I N E - 1 5 + 0 0 . 0 0 MA T C H L I N E - 2 0 + 5 0 . 0 0 0 10'20'40' SCALE: 1"=20' HORZ. R Know what's below. Call before you dig. NORTH CAROLINA ONE-CALL CENTER INC. DIAL 811 or 1-800-632-4949 3 BUSINESS DAYS BEFORE DIGGING www.ncocc.org MA T C H L I N E - 2 0 + 5 0 . 0 0 MA T C H L I N E - 2 6 + 0 0 . 0 0 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W CP-7: CP-07 N: 222168.59 E: 2348883.59 ELEV.: 29.86 Inv.: 24.30' Inv.: 24.49' Inv.: 24.33' R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W RB Z2 R B Z 2 R B Z 2 RB Z 2 RB Z 2 2829 29 2827 262524 24252627 28 28 272625 252627 28 27 28 2 8 2 7 2 6 2 6 2 7 2 8 2 9 3 0 3 0 3 0 W W W W W SS SS SS SS SS SS SS SS E E E E E E E E E E E E E E E E E E E E W SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 27.46 28 28 29 29 29 30 30 30 31 31 31 32 32 32 29 29 29 30 30 30 31 31 31 LOD / T C E LOD/TCE LOD/TCE LOD/TCE LOD/TCE LO D / T C E LOD/TCE LOD/ T C E LOD/TCE LOD/TCE LOD/ T C E LO D LO D LO D LOD LO D R/W R/W R/W R/W R/W R/ W R/ W R/W R/W R/WR/W R/W R/ W R/ W 26+00 27+00 SF TPFLODSILT FENCE TREE PROTECTION FENCE INLET PROTECTION SILT FENCE OUTLET ROCK CHECK DAM ROLLED EROSION CONTROL PRODUCT (NAGREEN S75BN OR APPROVED EQUIVALENT) EROSION CONTROL LEGENDLOD: 12.79 AC LOD T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 5 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 9 : 3 3 P M ER O S I O N C O N T R O L - P H A S E I I I LVL MMS AMW C-6.17 ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 MA T C H L I N E - S T A : 2 6 + 0 0 . 0 0 0 10'20'40' SCALE: 1"=20' HORZ. R Know what's below. Call before you dig. NORTH CAROLINA ONE-CALL CENTER INC. DIAL 811 or 1-800-632-4949 3 BUSINESS DAYS BEFORE DIGGING www.ncocc.org 9'X12' CLASS A RIP RAP DISSIPATER PAD (TYP.)9'X12' CLASS A RIP RAP DISSIPATER PAD (TYP.) 27'X54' CLASS A RIP RAP DISSIPATER PAD (TYP.) R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W PBPB R/WR/WR/WR/W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/W R/W R/WWLWLWLWL RB Z2 RB Z2 RB Z 2 RB Z2 SS SS SS E E E E E E E E E E E E E E E E E E E E W SF SF SF SF SF SF SF SF SF TPF SF SF SF SF SF SF SF SF SF S F TRAP # 1 0.32 A C . TRAP # 2 0.32 A C . TRAP # 4 0.30 A C . TRA P # 3 0.36 A C . SED. B A S I N # 1 8.97 A C . TRAP # 5 0.39 A C . TRAP # 6 0.46 A C . LO D / T C E LO D / T C E LO D / T C E LO D / T C E LO D / T C E LOD/TCE LO D / T C E LOD/TCE LO D / T C E LOD/TCE LOD/TCE LO D / T C E LO D / T C E LOD T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 5 . 0 0 . d w g MS O R R E N T I N O 11 / 6 / 2 0 2 5 9 : 3 3 P M SE D I M E N T D E V I C E S I Z I N G A N D D R A I N A G E A R E A S 0 100'200'400' SCALE: 1"=200' HORZ. LVL MMS AMW C-6.18 ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 THE DEWATERING BAG SHALL BE MADE OF NON-WOVEN GEOTEXTILE WITH A MIN. SURFACE AREA OF 223 SQUARE FEET PER SIDE. ALL STRUCTURAL SEAMS SHALL BE SEWN WITH A DOUBLE STITCH USING A DOUBLE NEEDLE MACHING WITH HIGH STRENGTH THREAD. THE SEAM STRENGTH SHALL WITHSTAND 100 LB/IN USING ASTM D-4848 TEST METHOD. THE GEOTEXTILE FABRIC SHALL BE A 10 OZ NON-WOVEN FABRIC. DISCHARGE FROM THE DEWATERING BAG SHALL BE DIRECTED SUCH THAT PRE-DISTURBANCE HYDROLOGY IS NOT CHANGED. NOTES: 1. 2. 3. 4. 5. HEAVY DUTY DIRTYBAG 55 OR EQUAL15 ' 15' OPENING TO ACCOMODATE UP TO 4-INCH DISCHARGE HOSE PROVIDE HIGH STRENGTH DOUBLE STITCHED J TYPE SEAMS SEWN IN SPOUT HIGH STRENGTH STRAPPING FOR HOLDING HOSE IN PLACE MAINTENANCE NOTES: 1. 2. 15' TO 20' AGGREGATE UNDERLAYMENT (8-IN THICK NCDOT NO. 57 STONE) INSPECT INLET PIPE AND BAG FOR DAMAGE AND BLOCKAGE. REPLACE BAG WHEN THREE-FOURTHS (3/4) FULL OF SEDIMENT. DEWATERING BAG NO SCALE T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 6 . 0 0 . d w g JB R I G H T 11 / 6 / 2 0 2 5 9 : 3 9 P M UT I L I T Y D E T A I L S C-7.01 ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 6 . 0 0 . d w g JB R I G H T 11 / 6 / 2 0 2 5 9 : 3 9 P M RO A D W A Y D E T A I L S C-7.02 ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 6 . 0 0 . d w g JB R I G H T 11 / 6 / 2 0 2 5 9 : 3 9 P M ER O S I O N C O N T R O L D E T A I L S C-7.03 ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 NCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITHTHE NCG01 CONSTRUCTION GENERAL PERMIT Implementing the details and specifications on this plan sheet will result in the construction activity being considered compliant with the Ground Stabilization and Materials Handlingsections of the NCG01 Construction General Permit (Sections E and F, respectively). The permittee shall comply with the Erosion and Sediment Control plan approved by the delegated authority having jurisdiction. All details and specifications shown on this sheetmay not apply depending on site conditions and the delegated authority having jurisdiction. GROUND STABILIZATION SPECIFICATION Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the techniques in the table below: POLYACRYLAMIDES (PAMS) AND FLOCCULANTS 1.Select flocculants that are appropriate for the soils being exposed during construction, selecting from the NC DWR List of Approved PAMS/Flocculants. 2.Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. 3.Apply flocculants at the concentrations specified in the NC DWR List of Approved PAMS/Flocculants and in accordance with the manufacturer's instructions. 4.Provide ponding area for containment of treated Stormwater before discharging offsite. 5.Store flocculants in leak-proof containers that are kept under storm-resistant cover or surrounded by secondary containment structures. HAZARDOUS AND TOXIC WASTE 1.Create designated hazardous waste collection areas on-site. 2.Place hazardous waste containers under cover or in secondary containment. 3.Do not store hazardous chemicals, drums or bagged materials directly on the ground. EQUIPMENT AND VEHICLE MAINTENANCE 1.Maintain vehicles and equipment to prevent discharge of fluids. 2.Provide drip pans under any stored equipment. 3.Identify leaks and repair as soon as feasible, or remove leaking equipment from theproject. 4.Collect all spent fluids, store in separate containers and properly dispose ashazardous waste (recycle when possible). 5.Remove leaking vehicles and construction equipment from service until the problemhas been corrected. 6.Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products to a recycling or disposal center that handles these materials. LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE 1.Never bury or burn waste. Place litter and debris in approved waste containers. 2.Provide a sufficient number and size of waste containers (e.g dumpster, trashreceptacle) on site to contain construction and domestic wastes. 3.Locate waste containers at least 50 feet away from storm drain inlets and surfacewaters unless no other alternatives are reasonably available. 4.Locate waste containers on areas that do not receive substantial amounts of runofffrom upland areas and does not drain directly to a storm drain, stream or wetland. 5.Cover waste containers at the end of each workday and before storm events or provide secondary containment. Repair or replace damaged waste containers. 6.Anchor all lightweight items in waste containers during times of high winds. 7.Empty waste containers as needed to prevent overflow. Clean up immediately ifcontainers overflow. 8.Dispose waste off-site at an approved disposal facility. 9.On business days, clean up and dispose of waste in designated waste containers. PAINT AND OTHER LIQUID WASTE 1.Do not dump paint and other liquid waste into storm drains, streams or wetlands. 2.Locate paint washouts at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 3.Contain liquid wastes in a controlled area. 4.Containment must be labeled, sized and placed appropriately for the needs of site. 5.Prevent the discharge of soaps, solvents, detergents and other liquid wastes fromconstruction sites. PORTABLE TOILETS 1.Install portable toilets on level ground, at least 50 feet away from storm drains, streams or wetlands unless there is no alternative reasonably available. If 50 footoffset is not attainable, provide relocation of portable toilet behind silt fence or place on a gravel pad and surround with sand bags. 2.Provide staking or anchoring of portable toilets during periods of high winds or in high foot traffic areas. 3.Monitor portable toilets for leaking and properly dispose of any leaked material. Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replacewith properly operating unit.HERBICIDES, PESTICIDES AND RODENTICIDES 1.Store and apply herbicides, pesticides and rodenticides in accordance with labelrestrictions. 2.Store herbicides, pesticides and rodenticides in their original containers with thelabel, which lists directions for use, ingredients and first aid steps in case of accidental poisoning. 3.Do not store herbicides, pesticides and rodenticides in areas where flooding is possible or where they may spill or leak into wells, stormwater drains, ground wateror surface water. If a spill occurs, clean area immediately. 4.Do not stockpile these materials onsite. CONCRETE WASHOUTS 1.Do not discharge concrete or cement slurry from the site. 2.Dispose of, or recycle settled, hardened concrete residue in accordance with local and state solid waste regulations and at an approved facility. 3.Manage washout from mortar mixers in accordance with the above item and in addition place the mixer and associated materials on impervious barrier and withinlot perimeter silt fence. 4.Install temporary concrete washouts per local requirements, where applicable. If analternate method or product is to be used, contact your approval authority for review and approval. If local standard details are not available, use one of the two types of temporary concrete washouts provided on this detail. 5.Do not use concrete washouts for dewatering or storing defective curb or sidewalk sections. Stormwater accumulated within the washout may not be pumped into ordischarged to the storm drain system or receiving surface waters. Liquid waste must be pumped out and removed from project. 6.Locate washouts at least 50 feet from storm drain inlets and surface waters unless it can be shown that no other alternatives are reasonably available. At a minimum,install protection of storm drain inlet(s) closest to the washout which could receive spills or overflow. 7.Locate washouts in an easily accessible area, on level ground and install a stone entrance pad in front of the washout. Additional controls may be required by the approving authority. 8.Install at least one sign directing concrete trucks to the washout within the project limits. Post signage on the washout itself to identify this location. 9.Remove leavings from the washout when at approximately 75% capacity to limitoverflow events. Replace the tarp, sand bags or other temporary structuralcomponents when no longer functional. When utilizing alternative or proprietary products, follow manufacturer's instructions. 10.At the completion of the concrete work, remove remaining leavings and dispose of in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbancecaused by removal of washout. EARTHEN STOCKPILE MANAGEMENT 1.Show stockpile locations on plans. Locate earthen-material stockpile areas at least50 feet away from storm drain inlets, sediment basins, perimeter sediment controls and surface waters unless it can be shown no other alternatives are reasonablyavailable. 2.Protect stockpile with silt fence installed along toe of slope with a minimum offset offive feet from the toe of stockpile. 3.Provide stable stone access point when feasible. 4.Stabilize stockpile within the timeframes provided on this sheet and in accordance with the approved plan and any additional requirements. Soil stabilization is definedas vegetative, physical or chemical coverage techniques that will restrain accelerated erosion on disturbed soils for temporary or permanent control needs. SECTION E: GROUND STABILIZATION Required Ground Stabilization Timeframes Note: After the permanent cessation of construction activities, any areas with temporary ground stabilization shall be converted to permanent ground stabilization as soon aspracticable but in no case longer than 90 calendar days after the last land disturbing activity. Temporary ground stabilization shall be maintained in a manner to render the surface stable against accelerated erosion until permanent ground stabilization is achieved. Site Area Description Timeframe variations -7 days for perimeter dikes, swales,ditches, perimeter slopes and HQW Zones -10 days for Falls Lake Watershed unlessthere is zero slope Stabilize within this many calendardays after ceasing land disturbance 7 7 7 14 None None (a)Perimeter dikes, swales, ditches, and perimeter slopes (b)High Quality Water (HQW) Zones (c)Slopes steeper than3:1 If slopes are 10' or less in length and arenot steeper than 2:1, 14 days are allowed (d)Slopes 3:1 to 4:1 (e)Areas with slopes flatter than 4:1 14 -7 days for slopes greater than 50' inlength and with slopes steeper than 4:1 -7 days for perimeter dikes, swales,ditches, perimeter slopes and HQWZones -10 days for Falls Lake Watershed NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19 PART III SELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION A: SELF-INSPECTION Self-inspections are required during normal business hours in accordance with the tablebelow. When adverse weather or site conditions would cause the safety of the inspection personnel to be in jeopardy, the inspection may be delayed until the next business day on which it is safe to perform the inspection. In addition, when a storm event of equal to or greater than 1.0 inch occurs outside of normal business hours, the self-inspection shall be performed upon the commencement of the next business day. Any time when inspectionswere delayed shall be noted in the Inspection Record. NOTE: The rain inspection resets the required 7 calendar day inspection requirement. PART III SELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION B: RECORDKEEPING 1.E&SC Plan Documentation The approved E&SC plan as well as any approved deviation shall be kept on the site. The approved E&SC plan must be kept up-to-date throughout the coverage under this permit. The following items pertaining to the E&SC plan shall be kept on site and available for inspection at all times during normal business hours. 2. Additional Documentation to be Kept on Site In addition to the E&SC plan documents above, the following items shall be kept on the site and available for inspectors at all times during normal business hours, unless the Division provides a site-specific exemption based on unique site conditions that make this requirement not practical: (a)This General Permit as well as the Certificate of Coverage, after it is received. (b)Records of inspections made during the previous twelve months. The permittee shallrecord the required observations on the Inspection Record Form provided by the Division or a similar inspection form that includes all the required elements. Use ofelectronically-available records in lieu of the required paper copies will be allowed if shown to provide equal access and utility as the hard-copy records. PART III SELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION C: REPORTING 1.Occurrences that Must be Reported Permittees shall report the following occurrences: (a)Visible sediment deposition in a stream or wetland. (b)Oil spills if: ·They are 25 gallons or more, ·They are less than 25 gallons but cannot be cleaned up within 24 hours, ·They cause sheen on surface waters (regardless of volume), or ·They are within 100 feet of surface waters (regardless of volume). (c) Releases of hazardous substances in excess of reportable quantities under Section 311 of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA (Ref: 40 CFR 302.4) or G.S. 143-215.85. (d)Anticipated bypasses and unanticipated bypasses. (e)Noncompliance with the conditions of this permit that may endanger health or theenvironment. 2.Reporting Timeframes and Other Requirements After a permittee becomes aware of an occurrence that must be reported, he shall contact the appropriate Division regional office within the timeframes and in accordance with theother requirements listed below. Occurrences outside normal business hours may also be reported to the Department's Environmental Emergency Center personnel at (800)858-0368. 3. Documentation to be Retained for Three Years All data used to complete the e-NOI and all inspection records shall be maintained for a period of three years after project completion and made available upon request. [40 CFR 122.41] PART II, SECTION G, ITEM (4) DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather). Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: (a)The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawal shall not commence until the E&SC plan authority has approved these items, (b)The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit, (c)Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems, (d)Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above, (e)Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and (f)Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States. NOTES: 1.Permanent seeding, sodding or other means of stabilization are required when all construction work is completed according to the NPDES timeframes table. 2.A North Carolina Department of Agriculture soils test (or equal) is highly recommended to be obtained for all areas to be seeded, sprigged, sodded or planted. 3.Use a seeding mix that will produce fast0growing nurse crops and includes non-invasive species that will eventually provide a permanent groundcover. Soil blankets may be used in lieu of nurse crops. Mat, tack or crimp mulch, as needed to stabilize seeded areas until root establishment. Mulch must cover at leaser 80% of the soil surface. 4.Ground cover shall be maintained until permanent vegetation is established and stable against accelerated erosion. SEED BED PREPARATION: LIMING- Apply lime according to soil test recommendations. If the pH (acidity) of the soil is not known, an application of ground agricultural limestone at the rate of 1 to 1 12 tons/acre on coarse0textured soils and 2-3 tons/acre on fine-textured soils is usually sufficient. Apply limestone uniformly and incorporate into the top 4-6 inches of soil. Soils with a pH of 6 or higher need not be limed. FERTILIZER- Base application rates on soil tests. When these are not possible, apply a 10-10-10 grade fertilizer at 700-1,000 lb/acre. Both fertilizer and lime should be incorporated into the top 4-6 inches of soil. If a hydraulic seeder is used, do not mix seed and fertilizer more than 30 minutes before application. SURFACE ROUGHENING- If recent tillage operations have resulted in a loose surface additional roughening may not be required, except to break up large clods. If rainfall causes the surface to become sealed or crusted, loosen it just prior to seeding by raking, harrowing, or other suitable methods for fine grading. the finished grade shall be a smooth even soil surface with a loosen uniformly fine texture. all ridges and depressions shall be removed and filled to provide the approved surface drainage . Planting is to be done immediately after finished grades are obtained and seedbed preparation is completed. SEEDING MIXTURE Species Rate Centipede 5 lbs/acre Indian Woodoats 1.5-2.5 lbs/acre* Virginia Wild Rye4-6 lbs/acre *Depending upon mix with other species. See table 6.11.d from Chapter 6 of the NC Erosion and Sediment Control Planning and Design Manual. Seeding Dates Coastal or Eastern Piedmont for Centipede- Sept. 1 - May 1 Coastal and Piedmont for Indian Woodoats and Virginia Wild Rye- Feb 15 - April 1 Mountains for Indian Woodoats and Virginia Wild Rye- March 1 - May 15 Maintenance: Significant maintenance may be required to obtain desired cover. SEEDING MIXTURE Species Rate Indian Woodoats 1.5-2.5 lbs/acre* Virginia Wild Rye4-6 lbs/acre* *Depending upon mix with other species. See table 6.11.d from Chapter 6 of the NC Erosion and Sediment Control Planning and Design Manual. Seeding Dates Mountains - July 15- Aug 15 Piedmont - Aug 15 - Oct 15 Maintenance: Indian Woodoats and Virginia Wild Rye are both sun and shade tolerant. SEEDING MIXTURE Species Rate Hard Fescue 15 lbs/acre Switchgrass 2.5-3.5 lbs/acre* Indian Grass 5-7 lbs/acre* Big Bluestem 5-7 lbs/acre* Indian Woodoats 1.5-2.5 lbs/acre* Virginia Wild Rye4-6 lbs/acre* *Depending upon mix with other species. See table 6.11.d from Chapter 6 of the NC Erosion and Sediment Control Planning and Design Manual. Seeding Dates Mountains - Hard Fescue- Aug 1 - June 1 Mountains- Switchgrass, Indian Grass, Big Bluestem- Dec 1 - April 15 Piedmont and Coastal- Switchgrass, Indian Grass, Big Bluestem- Dec 1 - April 1 Coastal- Indian Woodoats and Virginia Wild Rye- Sept 1 - Nov 1 Maintenance: Hard Fescue is not recommended for slopes > 5%. Prefers shade. NON-INVASIVE PERMANENT SEEDING RECOMMENDATIONS FOR LATE WINTER AND EARLY SPRING NON-INVASIVE PERMANENT SEEDING RECOMMENDATIONS FOR SUMMER NON-INVASIVE PERMANENT SEEDING RECOMMENDATIONS FOR FALL DATE:PAGE: NORTH CAROLINADepartment of Environmental Quality Effective Date: 9/1/2023 In accordance with the 2013 Design Manual UpdatesPERMANENT SEEDING CONSIDERATIONS FOR CONSTRUCTION SCHEDULING CONSTRUCTION ACTIVITY SCHEDULE CONSIDERATION CONSTRUCTION ACCESS: Construction entrance, construction routes, equipment parking areas. First land-disturbing activity- Stabilize bare areas immediately with gravel and temporary vegetation as construction takes place. SEDIMENT TRAPS AND BARRIERS: Basin traps, sediment fences, and outlet protection. Install principal basins after construction site is accessed. Install additional traps and barriers as needed during grading. RUNOFF CONTROL: Diversions, perimeter dikes, water bars, and outlet protection. Install key practices after principal sediment traps and before land grading. Install additional runoff-control measures during grading. RUNOFF CONVEYANCE SYSTEM: Stabilize streambanks, storm drains, channels, inlet and outlet protection, and slope drains. Where necessary, stabilize streambanks as early as possible. Install principal runoff conveyance system with runoff-control measures. Install remainder of system after grading. LANDING CLEARING AND GRADING: Site preparation- cutting, filling and grading, sediment traps, barriers, diversions, drains, and surface roughening. Begin major clearing and grading AFTER principal sediment and key runoff-control measures are installed. Clear borrow and disposal areas only as needed. Install additional control measures as grading progresses. Mark trees and buffer areas for preservation. SURFACE STABILIZATION: Temporary and permanent seeding, mulching, sodding and riprap. Apply temporary or permanent stabilization measures immediately on all disturbed areas where work is delayed or complete. BUILDING CONSTRUCTION: Buildings, utilities, and paving.Install necessary additional erosion and sedimentation control practices as work takes place. LANDSCAPE AND FINAL STABILIZATION: Topsoiling, trees and shrubs, permanent seeding, mulching, sodding, and riprap. Last construction phase: Stabilize all open areas, including borrow and spoil areas. Remove and stabilize all temporary control areas. NOTE: The above are the main aspects of a typical construction sequence in general terms. A detailed Construction Sequence should be site specific based on your project and site needs. As a minimum, the construction sequence schedule should show the following: ·The erosion and sedimentation control practices to be installed, ·Principal development activities, ·What measures should be in place before other activities are begun, and ·Compatibility with the general construction schedule of the contract. Many timely construction techniques can reduce the erosion potential of a site, such as (1) shaping earthen fills daily to prevent overflows and (2) constructing temporary diversions ahead of anticipated storms. These types of activities cannot be put on the construction sequence schedule, but should be used whenever possible. DATE:PAGE: NORTH CAROLINADepartment of Environmental Quality Effective Date: 9/1/2023 In accordance with the 2013 Design Manual UpdatesCONSTRUCTION SEQUENCING TEMPORARY SEEDING RECOMMENDATIONS FOR LATE WINTER AND EARLY SPRING TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER TEMPORARY SEEDING RECOMMENDATIONS FOR FALL Seeding Mixture Species Rye (grain) Annual lespedeza (Kobe in Piedmont and Coastal Plain, Korean in Mountains) Rate (lb/acre) 120 50 Omit annual lespedeza when duration of temporary cover is not to extend beyond June. Seeding Dates Mountains—Above 2500 feet: Feb. 15 - May 15 Below 2500 feet: Feb. 1- May 1 Piedmont—Jan. 1 - May 1 Coastal Plain—Dec. 1 - Apr. 15 Mulch Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting, or a mulch anchoring tool. A disk with blades set nearly straight can be used as a mulch anchoring tool. Maintenance Refertilize if growth is not fully adequate. Reseed, refertilize and mulch immediately following erosion or other damage. Seeding Mixture Species German millet Rate (lb/acre) 40 Seeding Dates Mountains — May 15 - Aug. 15 Piedmont — May 1 - Aug. 15 Coastal Plain — Apr. 15 - Aug. 15 Mulch Maintenance Seeding Mixture Species Rye (grain) Seeding Dates Mountains — Aug. 15 - Dec. 15 Coastal Plain and Piedmont — Aug. 15 - Dec. 31 Mulch Maintenance Repair and refertilize damaged areas immediately. Topdress with 50 lb/acre of nitrogen in March. If it is necessary to extend temporary cover beyond June 15, overseed with 50 lb/acre Kobe (Piedmont and Coastal Plain) or Korean (Mountains) lespedeza in late February or early March. Rate (lb/acre) 120 Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting, or a mulch anchoring tool. A disk with blades set nearly straight can be used as a mulch anchoring tool. Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting, or a mulch anchoring tool. A disk with blades set nearly straight can be used as a mulch anchoring tool. SEED BED PREPARATION: LIMING- Apply lime according to soil test recommendations. If the pH (acidity) of the soil is not known, an application of ground agricultural limestone at the rate of 1-112tons/acre on coarse-textured soils and 2-3 tons/acre on fine-textured soils is usually sufficient. Apply limestone uniformly and incorporate into the top 4-6 inches of soil. Soils with a pH of 6 or higher need not be limed. FERTILIZER- Base application rates on soil tests. When these are not possible, apply a 10-10-10 grade fertilizer at 700 - 1,000 lb/acre. Both fertilizer and lime should be incorporated into the top 4-6 inches of soil. If a hydraulic seeder is used, do not mix seed and fertilizer more than 30 minutes before application. SURFACE ROUGHENING- If recent tillage operations have resulted in a loose surface additional roughening may not be required, except to break up large clods. If rainfall causes the surface to become sealed or crusted, loosen it just prior to seeding by raking, harrowing, or other suitable methods for fine grading. The finished grade shall be a smooth even soil surface with a loosen uniformly fine texture. All ridges and depressions shall be removed and filled to provide the approved surface drainage. Planting is to be done immediately after finished grades are obtained and seedbed preparation is completed. Refertilize if growth is not fully adequate. Reseed, refertilize and mulch immediately following erosion or other damage. In the Piedmont and Mountains, a small-stemmed Sudangrass may be substituted at a rate of 50 lb/acre. DATE:PAGE: NORTH CAROLINADepartment of Environmental Quality Effective Date: 9/1/2023 In accordance with the 2013 Design Manual UpdatesTEMPORARY SEEDING NOTES: MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT. TRUNKDIA (IN)RADIUS OFPROTECTION (FT) MATURE TREE PROTECTION ZONE RADIUS SIDE VIEW FRONT VIEW ORANGE POLYETHYLENE LAMINAR FENCING GRADE STEEL POST STEEL POST ORANGE POLYETHYLENE LAMINAR FENCING GRADE 8 12 16 20 10 15 20 25 8' MAX. VARIABLE AS DIRECTED BY THE ENGINEER 4' - 0 " 2' - 0 " TREE PROTECTION FENCE NOT TO SCALE T: \ S h a r e d \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ 3 5 1 4 - C - 6 . 0 0 . d w g JB R I G H T 11 / 6 / 2 0 2 5 9 : 3 9 P M ER O S I O N C O N T R O L D E T A I L S C-7.04 ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 ST O R M W A T E R D E T A I L S C-7.05 ISSUED FOR: DATE: 10/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K - P H A S E 1 RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 POMANA PIPE PRODUCTS OR SIMILAR STORM CULVERT PBPB T: \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ H o l l y S h e l t e r P u m p S t a t i o n \ 3 5 1 4 - A _ P S - 0 . 0 G N R L S H T S . d w g LL O R S C H E I D E R 11 / 7 / 2 0 2 5 1 0 : 5 4 A M 120 North Boylan Avenue · Raleigh, NC 27603-1423 (919) 828-0531 · thewootencompany.com License Number : F-0115 NOT TO SCALE NOT TO SCALE VICINITY MAP PROJECT AREA MAP NOT TO SCALE T: \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ H o l l y S h e l t e r P u m p S t a t i o n \ 3 5 1 4 - A _ P S - 0 . 0 G N R L S H T S . d w g CO V E R PS-0.0 CHRIS COUDRIET COMMISSIONERS or BOARD MEMBERS COUNTY MANAGER LEANN PIERCE, VICE CHAIR DANE SCALISE STEPHANIE WALKER ROB ZAPPLE BILL RIVENBARK CHAIRPERSON PERMITTING ISSUED FOR: DATE: 11/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K P U M P S T A T I O N RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 NTD BJPO NTD/EML Dare Alleghany Ashe Stokes Hertford Surry Rockingham Caswell Person Warren Northampton Vance Watauga P a s q u o t a n k C u r r i t u c k Yadkin P e r q u i m a n s Gra n v i l l e Halifax C h o w a n ForsythAvery GuilfordMi t c h e l l Bertie AlexanderCaldwell DavieYanceyMadison Nash Washi n g t o n Edgecombe Tyrrell Burke CatawbaMcdowell RandolphDavidson RowanBuncombe Lincoln Swain Haywood Graham Lee Dare Polk RutherfordHenderson Clay Cherokee Macon Cleveland Gaston Stanly Mon t g o m e r y Hyde Transylvania Jackson Mecklenburg Pamlico Cumberland Craven JonesRichmond Scotland Duplin CarteretSampson Onslow Bladen Columbus Brunswick Johnston Hoke Robeson Lenoir Anson Wayne Wilson Greene Pitt Martin Beaufort Moore Harnett Alamance Chatham OrangeDurham New Hanover Pender Franklin Wake Cabarrus Union Wilkes Iredell Gates C a m d e n NEW HANOVER COUNTY NOVEMBER 2025 NORTH CAROLINA HOLLY SHELTER ROAD BUSINESS PARK PUMP STATION HOLLY SHELTER PUMP STATION SR 100 2 H O L L Y S H E L T E R R D . I - 4 0 BLU E C L A Y R D . SR 1336 S I D B U R Y R D . SHEET INDEX 1.PS-0.0 COVER 2.PS-0.1 LEGEND & ABBREVIATIONS 3.PS-0.2 GENERAL NOTES 4.PS-1.0 OVERALL PUMP STATION SITE PLAN 5.PS-1.1 PUMP STATION SITE PLAN 6.PS-2.1 PUMP STATION - PLAN & SECTIONS 7.PS-3.1 DETAILS 8.PS-3.2 DETAILS 9.PS-3.3 DETAILS 10.PS-3.4 DETAILS 11.PS-4.0 LANDSCAPE PLAN 12.E-0.1 ABBREVIATIONS, LEGENDS, AND NOTES 13.E-1.0 PUMP STATION-ELECTRICAL SITE PLAN 14.E-1.1 PUMP STATION ELECTRICAL ROOM PLAN AND LIGHT FIXTURE SCHEDULE 15.E-2.0 PUMP STATION SINGLE LINE DIAGRAM AND PANEL AND CONDUIT AND WIRE SCHEDULES 16.E-2.1 PUMP STATION CONTROL RISER DIAGRAM, CONDUIT AND WIRE SCHEDULES 17.E-3.0 ELECTRICAL DETAILS 18.E-3.1 ELECTRICAL DETAILS 19.E-3.2 ELECTRICAL DETAILS 20.E-3.3 ELECTRICAL DETAILS 21.E-3.4 ELECTRICAL DETAILS 24.S101 PUMP STATION TOP SLAB PLAN, SECTIONS AND GENERAL NOTES 25.S201 EQUIPMENT BUILDING FOUNDATION PLAN, SECTIONS AND DETAIL THE HOLLY SHELTER PUMP STATION IS DESIGNED AND ADHERES TO CFPUA TECHNICAL STANDARDS, INCLUDING SPECIFICATIONS, STANDARD DETAILS, DESIGN GUIDE MANUAL AND MATERIAL SPECIFICATIONS MANUAL. PROJECT CONTACTS: NEW HANOVER COUNTY: GALEN JAMISON, PE-CHIEF PROJECT ENGINEER, gjamison@nhcgov.com TIMOTHY LOWE, PE-COUNTY ENGINEER, tlowe@nhcgov.com CFPUA: ERIC SIEDEL, PE-PROJECT MANAGER, eric.seidel@wilmingtonnc.gov WOOTEN: ANA WADSWORTH, PE-PROJECT MANAGER, awadsworth@thewootencompany.com BRIAN J.P. OSCHWALD, PE-PUMP STATION PROJECT ENGINEER, boschwald@thewootencompany.com HOLLY SHELTER BUSINESS PARK I-140 ALL INDIVIDUALS ENGAGED IN CFPUA PROJECTS MUST ADHERE TO THE CFPUA TECHNICAL STANDARDS, WHICH ENCOMPASS SPECIFICATIONS, STANDARD DETAILS, THE DESIGN GUIDE MANUAL, AND THE MATERIAL SPECIFICATION MANUAL. THESE DOCUMENTS PROVIDE ESSENTIAL REQUIREMENTS FOR MATERIALS, CONSTRUCTION METHODS, AND DESIGN PRINCIPLES. AN UNDERSTANDING OF THE ABOVE-MENTIONED RESOURCES IS REQUIRED TO AVOID NON-COMPLIANCE ISSUES. T: \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ H o l l y S h e l t e r P u m p S t a t i o n \ 3 5 1 4 - A _ P S - 0 . 0 G N R L S H T S . d w g LL O R S C H E I D E R 10 / 2 9 / 2 0 2 5 9 : 1 2 A M LE G E N D A N D A B B R E V I A T I O N S PS-0.1 A AREA ABND ABANDONED ABC AGGREGATE BASE COURSE AFF ABOVE FINISHED FLOOR APRX APPROXIMATE ASPH ASPHALT ASSY ASSEMBLY AVG AVERAGE ARV AIR RELEASE VALVE AZ AZIMUTH AWWA AMERICAN WATER WORKS ASSOCIATION B-B BACK OF CURB TO BACK OF CURB BLDG BUILDING BM BENCHMARK BO BLOW-OFF BOA BLOW-OFF ASSEMBLY BOT BOTTOM BW BARBED WIRE C&G CURB AND GUTTER CB CATCH BASIN C CENTERLINE CIP CAST IRON PIPE CI CURB INLET CLR CLEARANCE CM CONCRETE MONUMENT CMP CORRUGATED METAL PIPE CMU CONCRETE MASONRY UNIT CO CLEAN OUT COMM COMMUNICATIONS CONC CONCRETE CONT CONTINUOUS CSTR CONSTRUCTION CONTR CONTRACTOR COR CORNER CPED CABLE TV PEDESTAL CLVT CULVERT D DEPTH DI DROP INLET DIA DIAMETER DIP DUCTILE IRON PIPE DIM DIMENSION DISCH DISCHARGE DIST DISTANCE DNF DID NOT FIND DOT DEPARTMENT OF TRANSPORTATION DW DOMESTIC WATER Δ DELTA E EAST E-E EDGE OF PAVEMENT TO EDGE OF PAVEMENT EACH EACH EFF EFFLUENT EIP EXISTING IRON PIPE EL ELEVATION ELEC ELECTRIC EPED ELECTRIC PEDESTAL EP EDGE OF PAVEMENT EW EACH WAY EWTR EDGE OF WATER Ex EXISTING EXPJT EXPANSION JOINT FDC FIRE DEPARTMENT CONNECTION FFE FINISHED FLOOR ELEVATION FG FINISHED GRADE FH FIRE HYDRANT FHA FIRE HYDRANT ASSEMBLY FHL FIRE HYDRANT LEG FHV FIRE HYDRANT VALVE FIN FINISH FLG FLAG FLNG FLANGE FM FORCE MAIN FOHH FIBER OPTIC HAND HOLE FOM FIBER OPTIC MARKER FOPD FIBER OPTIC PEDESTAL FP FIRE PROTECTION FPS FEET PER SECOND FT FEET FTG FOOTING G GAS GA GAUGE GALV GALVANIZED GM GAS METER GPM GALLONS PER MINUTE GR GRADE GTV GATE VALVE GV GAS VALVE GYP GYPSUM HCP HANDICAPPED HH HAND HOLE HORZ HORIZONTAL HP HORSE POWER HWA HIGH WATER ALARM HWL HIGH WATER LEVEL ID INSIDE DIAMETER IN INCH IN/HR INCHES PER HOUR INF INFLUENT INT INTERSECTION INV INVERT IPS IRON PIPE SET ISL ISLAND JB JUNCTION BOX KWY KEYWAY L LENGTH LF LINEAR FEET LP LIGHT POLE LT LEFT LWL LOW WATER LEVEL MAX MAXIMUM MATL MATERIAL MECH MECHANICAL MFR MANUFACTURER MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT MON MONUMENT N NORTH NAD 83 NORTH AMERICAN DATUM 83 NCWN NORMAL CROWN NC GRID NORTH CAROLINA GRID NCGS NORTH CAROLINA GEODETIC SURVEY No.NUMBER NOM NOMINAL NTS NOT TO SCALE NWL NORMAL WATER LEVEL N/A NOT AVAILABLE N/R NOT REQUIRED OC ON CENTER OD OUTSIDE DIAMETER OH OVERHEAD ORIG ORIGINAL P PROPERTY LINE PC POINT OF CURVATURE PE PLAIN END PED PEDESTAL PI POINT OF INTERSECTION PIV POST INDICATOR VALVE POB POINT OF BEGINNING POC POINT OF CONNECTION POE POINT OF ENDING PRV PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH PT POINT OR POINT OF TANGENCY PUE PERMANENT UTILITY EASEMENT PVC POLYVINYL CHLORIDE PVMT PAVEMENT R RADIUS RCP REINFORCED CONCRETE PIPE REF REFERENCE REQ'D REQUIRED REINF REINFORCED RET RETAINING REV REVISED RPM REVOLUTIONS PER MINUTE RPZ REDUCED PRESSURE ZONE RT RIGHT R/W RIGHT-OF-WAY S SOUTH SCH SCHEDULE SDMH STORM DRAINAGE MANHOLE SF SILT FENCE SHT SHEET SGNL SIGNAL POLE SPECS SPECIFICATIONS SQ SQUARE SS SANITARY SEWER SSMH SANITARY SEWER MANHOLE SSTL STAINLESS STEEL ST STREET STA.STATION STD STANDARD SYM SYMBOL S/W SIDEWALK T TANGENT TBM TEMPORARY BENCHMARK TCE TEMPORARY CONSTRUCTION EASEMENT TCP TERRA COTTA PIPE TDD TEMPORARY DIVERSION DITCH TEMP TEMPORARY THH TELEPHONE HAND HOLE THK THICK TOC TOP OF CURB TOP TOP OF SLOPE TOW TOP OF WALL TPED TELEPHONE PEDESTAL TPHN TELEPHONE TRANS TRANSFORMER TRFCBX TRAFFIC SIGNAL CONTROL BOX TRFCPL TRAFFIC SIGNAL POLE TYP TYPICAL UMKR UTILITY MARKER UP UTILITY POLE U/G UNDERGROUND VC VERTICAL CURVE VCP VITRIFIED CLAY PIPE VERT VERTICAL VOL VOLUME VPC VERTICAL POINT OF CURVATURE VPI VERTICAL POINT OF INTERSECTION VPT VERTICAL POINT OF TANGENCY WL WATER LINE WM WATER METER WT WEIGHT WV WATER VALVE WTP WATER TREATMENT PLANT WWF WELDED WIRE FABRIC WWTP WASTE WATER TREATMENT PLANT W/WITH YH YARD HYDRANT YI YARD INLET LEGEND Font Style Indicates Existing Features FONT STYLE INDICATES DESIGN FEATURES SURVEY CODE Existing PROPOSED BENCHMARK BM CONCRETE MONUMENT FOUND CMF CONCRETE MONUMENT SET CMS CONTROL POINT CP GEOTECHNICAL BORE BORE IRON PIPE FOUND IPF IRON PIPE SET IPS IRON ROD FOUND IRF IRON ROD SET IRS MAG NAIL FOUND MNF MAG NAIL SET MNS MILE MARKER (HWY)MM MILE MARKER (RR)MM NAIL FOUND NLF NAIL SET NLS PK NAIL FOUND PKF PK NAIL SET PKS PROPERTY LINE TEMPORARY BENCHMARK TBM WETLAND FLAG WLF ROADWAY CODE Existing PROPOSED ASPHALT DRIVEWAY ASPHALT OVERLAY BRICK DRIVEWAY BRICK SIDEWALK / WALKWAY BRIDGE BRDG CONCRETE DRIVEWAY CONCRETE DRIVEWAY (STAMPED) CONCRETE SIDEWALK / WALKWAY SWLK BACK OF CURB BC FACE OF CURB FC EDGE OF PAVEMENT EP FLOWLINE FLOW GUARDRAIL GDRL GRAVEL DRIVEWAY / PATH SOIL DRIVEWAY / PATH UTILITIES CODE Existing PROPOSED CABLE TV CABLE CTV CABLE TV HAND HOLE CHH CABLE TV PEDESTAL CPED UNDERGROUND ELECTRICAL CABLE UGE OVERHEAD ELECTRICAL WIRE OHE ELECTRICAL HAND HOLE EHH ELECTRICAL MANHOLE EMH ELECTRICAL METER EM ELECTRICAL PEDESTAL EPED FIBER OPTIC CABLE FOC FIBER OPTIC HAND HOLE FOHH GAS LINE GL GAS LINE w/SIZE GL GAS METER GM GAS VALVE GV GUY / ANCHOR WIRE GUY LIGHT POLE / AREA LIGHT LP POWER POLE PP STEAM MANHOLE STMH TELECOMMUNICATIONS CABLE COM TELECOMMUNICATIONS MANHOLE TMH TELEPHONE CABLE COM TELEPHONE HAND HOLE THH TELEPHONE PEDESTAL TPED TRAFFIC SIGNAL BOX TFCB TRAFFIC SIGNAL POLE TFCP TRANSFORMER TRNS UTILITY MARKER / WARNING POST WIT UTILITY POLE UP CTV CTV UGE UGE OHE OHE FOC FOC G G _"G COM COM COM COMEASEMENTS Existing PROPOSED ACCESS EASEMENT AE DRAINAGE EASEMENT SDE PUBLIC UTILITY EASEMENT UE/PUE RIGHT-OF-WAY RW RIGHT-OF-WAY (RAILROAD)RRW SEWER EASEMENT SSE TEMPORARY CONSTRUCTION EASEMENT TCE WATER EASEMENT WLE AE AE SDE PDE UE PUE RW RRW SSE SSE TCE WLE WLE EROSION CONTROL CODE Existing PROPOSED CHECK DAM RCHK INLET PROTECTION RIP-RAP RPRP LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE @ ACCESS EASEMENT LIMITS OF DISTURBANCE @ EDGE OF PAVEMENT LIMITS OF DISTURBANCE @ RIGHT-OF-WAY LIMITS OF DISTURBANCE @ UTILITY EASEMENT LIMITS OF DISTURBANCE @ TEMPORARY CONSTRUCTION EASEMENT LIMITS OF DISTURBANCE @ TEMPORARY CONSTRUCTION ACCESS RIPARIAN BUFFER - ZONE 1 RBZ1 RIPARIAN BUFFER - ZONE 2 RBZ2 SILT FENCE SF SILT FENCE OUTLET SFOLT SILT FENCE / TREE PROTECTION FENCE SF/TPF SUPER SILT FENCE SSF TREE PROTECTION FENCE TPF WATTLE WTTL WATTLE BARRIER WB LOD LOD/PAE LOD/EP LOD/RW LOD/RW LOD/UE LOD/PUE LOD/TCE LOD/TCA RBZ1 RBZ2 SF SF SF/TPF SSF TPF WB SITE CODE Existing PROPOSED AREA LIGHT / LIGHT POLE LP BOLLARD BOLL BUFFER CURB FLOW LINE FENCE FNC FIRE HOSE HOSE FIRE WATER LINE FWL SIGN SN X X X X HOSE FWL FWL STORM DRAINAGE CODE Existing PROPOSED CATCH BASIN / COMBINATION INLET CB CURB INLET CI DROP INLET DI FLARED END SECTION FES JUNCTION BOX JB DRAINAGE MANHOLE SDMH STORM DRAINAGE PIPE SEWER CODE Existing PROPOSED AIR RELEASE VALVE IN MANHOLE (FORCE MAIN)ARVMH CLEAN OUT SSCO SEWER FORCE MAIN FM SEWER FORCE MAIN w/SIZE FM GRAVITY SEWER LINE SS GRAVITY SEWER LINE w/SIZE SS SEWER MANHOLE SSMH SEWER TEST PORT TPRT FM FM __"FM SS SS _"SS VEGETATION CODE Existing PROPOSED CONIFEROUS TREE CTREE DECIDUOUS TREE DTREE HEDGE / SHRUB ROW HED LANDSCAPING LSCP SHRUB SHB STUMP SHRUB (TO BE REMOVED) TREE (TO BE REMOVED) TREELINE / WOODS WATER CODE Existing PROPOSED AIR RELEASE VALVE IN MANHOLE ARVMH BLOW OFF BO BLOW OFF (TEMPORARY)BO FIRE HYDRANT FH FIRE HYDRANT VALVE FHV PLUG PLG MONITORING WELL MW REDUCER / INCREASER RDCR WATER LINE WL WATER LINE w/SIZE WL WATER METER WM WATER VALVE WV YARD HYDRANT YH WL WL _"WL OTHER CODE Existing PROPOSED FINISHED FLOOR ELEVATION, RIGHT OF ALIGNMENT FFE FINISHED FLOOR ELEVATION, LEFT OF ALIGNMENT FFE ABBREVIATIONS PERMITTING ISSUED FOR: DATE: 11/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K P U M P S T A T I O N RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 NTD BJPO NTD/EML 10/29/2025 T: \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ H o l l y S h e l t e r P u m p S t a t i o n \ 3 5 1 4 - A _ P S - 0 . 0 G N R L S H T S . d w g LL O R S C H E I D E R 10 / 2 3 / 2 0 2 5 1 1 : 0 3 A M GE N E R A L N O T E S PS-0.2 PERMITTING ISSUED FOR: DATE: 11/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K P U M P S T A T I O N RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 NTD BJPO NTD/EML GENERAL NOTES 1.THE CONTRACTOR SHALL NOTIFY NCDOT AT LEAST 48 HOURS PRIOR TO BEGINNING ANY WORK WITHIN NCDOT RIGHTS-OF-WAY. THE CONTRACTOR SHALL VERIFY THE NCDOT RIGHT-OF-WAY WIDTHS PRIOR TO INSTALLATION OF INFRASTRUCTURE. 2.EXISTING UTILITIES ARE LOCATED APPROXIMATELY ON THE DRAWINGS. CONTRACTOR SHALL CONTACT 8-1-1 UTILITY LOCATING SERVICES IN ACCORDANCE WITH NORTH CAROLINA STATE STATUTE TO CONFIRM THE LOCATIONS OF ALL EXISTING TELEPHONE, ELECTRICAL AND TV CABLES, GAS LINES, AND OTHER UTILITIES AT LEAST 48 HOURS PRIOR TO COMMENCING WORK. CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXACT LOCATION OF THESE EXISTING UTILITIES. THE COST TO REPAIR THESE FACILITIES IF DAMAGED, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 3.THE CONTRACTOR SHALL TAKE PRECAUTIONS NOT TO DISTURB EXISTING PROPERTY CORNER MARKERS. PROPERTY CORNERS, RIGHTS-OF-WAY LINES, AND EASEMENTS SHALL BE CLEARLY MARKED FOR CONSTRUCTION LIMITS. ALL DISTURBED PROPERTY CORNERS SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR. 4.TEMPORARILY REMOVE MINOR ITEMS AS REQUIRED FOR THE INSTALLATION OF THE UTILITY. MINOR ITEMS SHALL INCLUDE, BUT ARE NOT LIMITED TO, EXISTING SIGNS, MAIL BOXES, FENCES, AND STORM SEWER PIPES. FENCES WITHIN RIGHTS-OF-WAY SHALL BE RELOCATED TO THE RIGHT-OF-WAY LINE AND FENCES WITHIN EASEMENTS SHALL BE REMOVED UNLESS OTHERWISE NOTED. COST SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. 5.SUPPORT EXISTING UTILITY POLES, FENCES, CULVERTS, PAVEMENT, UTILITIES, CURBING AND OTHER STRUCTURES DURING CONSTRUCTION. REPAIR DAMAGED ITEMS TO THEIR ORIGINAL CONDITION AT NO ADDITIONAL COST. 6.PROPOSED SEWER FORCE MAIN SHALL BE INSTALLED WITH A MINIMUM FOUR FEET OF COVER. GREATER DEPTHS MAY BE REQUIRED TO AVOID CONFLICTS WITH CULVERT CROSSINGS, UTILITIES, AND OTHER STRUCTURES. REFER TO THE PROFILE DRAWINGS AND DETAILS FOR KNOWN LOCATIONS OF THESE CULVERT, UTILITY, AND STRUCTURE CROSSINGS. 7.ON SITE BURIAL OF ROCKS, STUMPS OR ROOTS WILL NOT BE PERMITTED. THE CONTRACTOR SHALL DISPOSE OF SUCH CONSTRUCTION DEBRIS OFF SITE AND IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL LAWS, ORDINANCES AND CODES. THE COST OF SUCH DISPOSAL SHALL BE INCLUDED IN THE UNIT BID PRICE OF PIPE. 8.WHERE SEWER LINE CROSSINGS OF GRAVEL OR SOIL DRIVES ARE REQUIRED, THESE SURFACES SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS. THIS MAY INCLUDE THE USE OF STONE OR GRAVEL WHERE NONE PREVIOUSLY EXISTED IF CONDITIONS ARE WET AND UNSTABLE. SUCH WORK SHALL BE INCLUDED IN THE UNIT BID PRICE OF THE APPLICABLE BID ITEMS. 9.WHERE SEWER LINE CONSTRUCTION IS INDICATED TO BE THROUGH EXISTING PAVED DRIVES, THE CONTRACTOR MAY ELECT TO BORE THE DRIVES IN LIEU OF CUTTING AND PATCHING. IF THE CONTRACTOR ELECTS TO BORE, PAYMENT SHALL BE MADE AT THE UNIT BID PRICE FOR PAVED DRIVEWAY REPAIR FOR A QUANTITY EQUAL TO ACTUAL LENGTH OF PAVEMENT ALONG THE AXIS OF THE WATER LINE BORE TIMES THE MAXIMUM WIDTH FOR PAYMENT ALLOWED UNDER THE BASIS OF PAYMENT. ALL PAVED DRIVES DAMAGED OR CUT BY CONSTRUCTION ARE TO BE RETURNED TO THEIR ORIGINAL CONDITION WITH LIKE MATERIAL (I.E. CONCRETE FOR CONCRETE, ASPHALT FOR ASPHALT, ETC.). PAYMENT SHALL BE AS DESCRIBED IN THE BASIS OF PAYMENT. 10.EXCAVATED MATERIAL SHALL NOT BE PLACED ON THE ROADWAYS AT ANY TIME, UNLESS APPROVED BY THE NCDOT DISTRICT ENGINEER, BENJAMIN HUGHES, BTHUGHES@NCDOT.GOV OR 910-398-9100. 11.THE LIMITS OF DISTURBANCE SHALL BE THE RIGHT-OF-WAY, PERMANENT EASEMENT OR TEMPORARY EASEMENT AND AS INDICATED ON THE DRAWINGS. 12.WHERE ACTUAL FIELD CONDITIONS REQUIRE A CHANGE IN ALIGNMENT FROM THE PROPOSED ALIGNMENT, THE CONTRACTOR SHALL PROVIDE NOTICE OF SUCH CONDITIONS TO THE ENGINEER PRIOR TO IMPLEMENTING ANY DEPARTURE FROM THE PLANNED ALIGNMENT. FAILURE TO REQUEST AND RECEIVE PERMISSION FOR REVISIONS IN THE SEWER LINE ALIGNMENT WILL BE GROUNDS FOR ITS REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE SHOULD THE REVISED ALIGNMENT CONFLICT WITH FUTURE NCDOT PLANS FOR THE CORRIDOR. 13.BEFORE INSTALLING CONSTRUCTION ENTRANCE NEAR NCDOT ROAD, CONTRACTOR SHALL CONTACT NCDOT DISTRICT ENGINEER, BENJAMIN HUGHES, BTHUGHES@NCDOT.GOV OR 910-398-9100, TO REVIEW AND APPROVE ON CASE-BY-CASE BASIS. 14.WHEN TRENCHING INSIDE NCDOT RIGHT-OF-WAY AND WITHIN THEORETICAL 1:1 SLOPE FROM THE EDGE OF PAVEMENT TO THE BOTTOM OF THE NEAREST EXCAVATION, SHORING CALCULATIONS AND PLAN CONFORMING TO NCDOT REQUIREMENTS MUST BE SUBMITTED TO NCDOT DISTRICT ENGINEER, BENJAMIN HUGHES, BTHUGHES@NCDOT.GOV OR 910-398-9100. NO WORK ALLOWED UNTIL WRITTEN APPROVAL IS GRANTED. 15.PROVIDE POSITIVE UNIFORM GRADE FOR THE NEW UTILITY MAIN TOWARDS AIR RELEASE VALVES IN ALL CASES. 16.AIR RELEASE VALVE LOCATIONS MUST BE AT HIGH POINTS OF THE FORCE MAIN. THE LOCATIONS INDICATED ON THE DRAWINGS MAY BE ADJUSTED TO MEET THIS REQUIREMENT UPON APPROVAL OF THE ENGINEER. AIR RELEASE VALVES LOCATED WITHIN CONTROLLED ACCESS PORTIONS OF NCDOT ROADS SHALL BE INSTALLED AT R/W LINES (0' OFFSET). 17.REFER TO ROADWAY DRAWINGS FOR THE FOLLOWING: A) EROSION CONTROL B) GRADING C) WATER LINE, FORCE MAIN, AND GRAVITY SEWER DESIGN AND CONNECTION AT RIGHT-OF-WAY. SURVEY NOTES UNLESS OTHERWISE NOTED ALL COORDINATES AND DISTANCES SHOWN HEREON ARE US SURVEY FEET GROUND MEASUREMENTS. MEASUREMENTS HAVE BEEN LOCALIZED AT NC STATE PLANE NAD 83 (2011) COORDINATES NORTH 223,7000 SFT AND EAST 2,238,400 SFT AND NAVD 88 ELEVATION 29.00 SFT YIELDING A COMBINED FACTOR OF 0.9999973553. 10/29/2025 S S X X X X X X X X X X X X X X X X X X X X FM FM W W W W R / W R/ W R / W R / W R / W R / W R / W R / W R / W R / W R / W R / W R / W R / W R / W R / W R / W R / W R / W R / W R / W R / W R/ W R / W R / W R / W R / W R / W R / W R / W E PBPB W W W F M F M F M SS S S SS S S SS SS SS SS SS SS SS S S S S S S S S W W W W W W W S S S S E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E W W W W W W W S S S S S S S S S S FM FM FM FM W W CP-10: CP-10 N: 223710.50 E: 2348277.00 ELEV.: 28.46 N223649.30 E2348076.04 N223681.25 E2348061.88 CL GRINDER MH CL PUMP 1 CL PUMP 2 N223625.47 E2348079.43 N223628.81 E2348087.94 N223632.91 E2348076.50 COR VALVE VAULT N223648.02 E2348072.79 COR VALVE VAULT COR VALVE VAULT N223688.96 E2348046.09 FENCE CORNER FENCE CORNER FENCE CORNER N223715.35 E2348113.19 N223616.40 E2348074.72 L O D / T C E L O D / T C E LO D / T C E L O D / T C E L O D / T C E LOD/TC E LO D / T C E LO D / T C E L O D / T C E L O D / T C E LOD/TC E LOD/TC E L O D / T C E LOD/TC E LOD/TC E L O D / T C E L O D / T C E L O D / T C E L O D / T C E L O D / T C E P U E / P A E P U E / P A E P U E / P A E P U E / P A E P U E / P A E P U E / P A E P U E / P A E P U E / P A E P U E / P A E P U E / P A E P U E / P A E P U E / P A E P U E / P A E PUE PUE PUE P U E PUE P U E P U E PUE P U E P U E P U E P U E P U E P U E P U E PUE PUE PUE P U E P U E P U E P U E P U E P U E P U E P U E P U E P U E P U E P U E P U E P U E P U E / P A E P U E / P A E P U E / P A E P U E / P A E P U E / P A E P U E / P A E P U E / P A E P U E / P A E P U E / P A E P U E / P A E P U E / P A E P U E / P A E P U E / P A E P D E P D E P D E P D E P D E P D E P D E PDE PDE P D E P D E P D E PDE PDE 2 7 2 6 2 5 2 4 2 3 2 3 2 42 5 2 62 7 2 8 2 7 2 7 2 8 27 26 25 24 23 22 21 20 1918 171615 14 13 1211 26 27 28 27 28 28 27 252627 FENCE CORNER N223642.74 E2348141.67 T: \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ H o l l y S h e l t e r P u m p S t a t i o n \ 3 5 1 4 - A _ P S - 1 . 0 P S T A . d w g LL O R S C H E I D E R 10 / 2 7 / 2 0 2 5 3 : 0 0 P M OV E R A L L P U M P S T A T I O N S I T E P L A N 0 10'20'40' SCALE: 1"=20' HORZ. PS-1.0 N A D 8 3 ( 2 0 1 1 ) PERMITTING ISSUED FOR: DATE: 11/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K P U M P S T A T I O N RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 NTD BJPO NTD/EML Ex. Ditch 12' ID WETWELL N: 223648.61 E: 2348074.38 HOLLY SHELTER PUMP STATION SEE PS-1.1 PUMP STATION CONTRACTOR TO INSTALL GRAVITY SEWER TO GRINDER MANHOLE. COORDINATE WITH UTILITY CONTRACTOR 12" FORCEMAIN 10" GRAVITY SEWER 12" WATER LINE 27" X 44" RCP ARCH STORM DRAINAGE TO HOLLY SHELTER ROAD 39.5 4 23 4 25 SU-40 - Single Unit Truck Overall Length 39.500ftOverall Width 8.000ft Overall Body Height 13.500ft Min Body Ground Clearance 1.367ft Track Width 8.000ft Lock-to-lock time 5.00s Max Steering Angle (Virtual)31.80° NOTE: REFER TO CIVIL CONSTRUCTION PLANS FOR DESIGN AND DETAIL OF ROADWAY AND UTILITIES. 1 PS-1.0 VEHICLE TRUCK TURNING TEMPLATE NOT TO SCALE 10/29/2025 FM S S S S S S X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X F M F M FM FM FM FM W W W W X X W W W W W W W R / W R / W R / W R / W R / W R / W R / W R / W R / W R/ W R / W R / W R / W R / W E E PB PB W W W SS SS SS SS SS SS SS S S S S S S S S S S S S S S S S W W 1 1 + 0 0 W W W W W W W W W W W FM FM FM W W W 11'-6" 14'-0" 7'-0" 3 ' - 0 " 3 ' - 0 " 7 8 ' - 0 " 72' 6'-6" 20'-0" 11'-6" 15' 1 5 ' 14'-0" 32'-0" 7 ' - 0 " 1 0 ' - 0 " 1 8 ' - 0 " 5 ' - 0 " 3'-10" 7'-9" 4'-3" 13' 12'-0" 1 3 ' - 0 " 4'-6" 6'-4" 9 ' 8 ' - 6 " 3 ' 5 1 ' F R O M E P 5'-0" 20'-0" LO D / T C E LOD/TC E LOD/TC E L O D / T C E L O D / T C E L O D / T C E L O D / T C E L O D / T C E L O D / T C E P U E / P A E PU E / P A E P U E / P A E P U E / P A E P U E / P A E P U E / P A E P U E / P A E P U E / P A E P U E / P A E P U E / P A E P U E / P A E P U E / P A E P U E / P A E P U E / P A E PUE PUE PUE PUE PUE PUE PU E P U E PUE PUE PUE P U E P U E P U E P U E P U E P U E P U E P U E P U E P U E P U E PUE PUE PUE PUE PUE PDE P D E P D E P D E P D E P D E PDE P D E P D E P D E P D E P D E P D E P D E PDE PDE PDE PDE P D E 2 7 2 6 2 5 2 4 2 3 2 3 2 4 2 5 2 6 2 7 2 8 2 7 2 7 2 8 27 26 25 24 23 22 21 20 19 18 17 16 15 14 26 27 28 27 28 28 27 25 2627 T: \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ H o l l y S h e l t e r P u m p S t a t i o n \ 3 5 1 4 - A _ P S - 1 . 0 P S T A . d w g LL O R S C H E I D E R 10 / 2 3 / 2 0 2 5 1 0 : 3 7 A M PU M P S T A T I O N S I T E P L A N 0 5'10'20' SCALE: 1"=10' HORZ.PS-1.1 N A D 8 3 ( 2 0 1 1 ) PERMITTING ISSUED FOR: DATE: 11/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K P U M P S T A T I O N RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 NTD BJPO NTD/EML PUMP STATION KEY 38 1 2 1.12' I.D. PRECAST POLYMER CONCRETE WETWELL (SEE PLAN/SECTION, SHEET PS-2.1) 2.7' X 12' VALVE VAULT (PLAN/SECTION, SHEET PS-2.1) 3.BYPASS PUMPING CONNECTION (SEE DETAIL PS-C5/PS-3.2) 4.8" PLUG VALVE (TYP.) 5.5' I.D. MANHOLE W/ 2" COMBINATION AIR RELEASE VALVE (SEE PLAN/SECTION, SHEET PS-2.1 & DETAIL S-7/PS-3.1) 6.6' X 8' VAULT W/ MAG METER (SEE PLAN/SECTION, SHEET PS-2.1 & PS-C4/PS-3.2) 7.YARD HYDRANT (SEE DETAIL 1/PS-3.3) 8.3/4" RPZ BACKFLOW PREVENTER (SEE DETAIL EM-1/ PS-3.2) 9.1" WATER SERVICE (SEE DETAIL W1/PS-3.2) 10.1" WATER METER 11.PRECAST CONCRETE PUMP STATION CONTROLS BUILDING (SEE PS-B1, PS-B2, & PSB3/PS-3.3) (SEE ELECTRICAL) 12.CONTROL PANEL FOR GRINDER 13.5' I.D. MANHOLE W/ CHANNEL GRINDER 14.GENERATOR MOUNTED ON CONCRETE PAD (SEE DETAIL PS-C6/PS-3.2) 15.16' WIDE DUAL SWING GATE (SEE DETAIL PS-C8/PS-3.2) 16.8' DECORATIVE FENCE (SEE DETAIL PS-C8/PS-3.2) 17.JIB CRANE (SEE STRUCTURAL PLANS) 18.PROVIDE 6" CABC WITHIN FENCED AREA 19.AREA LIGHT AND FIBERGLASS POLE (SEE ELECTRICAL) 20.BOLLARD (SEE DETAIL PS-C6/PS-3.2) 21.8" MJ TO MJ CONNECTOR 22.8" x 12" INCREASER 23.8" FORCE MAIN PIPING 24.12" FORCE MAIN PIPING (SEE CIVIL SHEETS) 25.4" DRAIN TO WETWELL 26.POWER POLE WITH ELECTRICAL METER RACK & BOX (SEE ELECTRICAL PLANS) 27.8" 45° FITTING (MJ) 28.8" x 8" TEE (MJ) (TYP.) 29.8" x 8" WYE (MJ) 30.PUMP STATION 8" ABC GRAVEL ACCESS DRIVEWAY-SEE NOTE 3, THIS SHEET 31.ELECTRICAL TRANSFORMER (SEE ELECTRICAL PLAN) 32.4" CONCRETE PAD FOR FUTURE ODOR CONTROL 33.10" GRAVITY SEWER PIPING, (SEE CIVIL SHEETS) 34.PUMP STATION PLACARD (SEE DETAIL 2/PS-3.1) 35.DUPLEX SUBMERSIBLE PUMP (SEE DETAIL, SHEET PS-2.1) 36.1 1/4" MIXED WATER TO EYEWASH 37.GEOTECHNICAL BORE: N:223627.09', E:2348078.83', SEE PROJECT MANUAL 38.RIGHT OF WAY (ROW), SEE ROADWAY PLANS 39.LANDSCAPING / SHRUBBERY (SEE SHEET PS-6.1) 40.EYE WASH STATION (SEE DETAIL 4/PS-3.3)(NOT IN CONTRACT) 41.VOID 42.4" CONCRETE PAD ENTRANCE TO PUMP STATION CONTROL BUILDING 43.LAY DOWN BOLLARDS (SEE DETAIL 3/PS-3.4) 44.TERMINAL CABINET 45.12" WATER MAIN, SEE CIVIL SHEETS 46.HVAC UNIT 47.VOID 48.2" ODOR CONTROL CONDUIT WITH P-TRAP AND HANDHOLE 49.UNDERGROUND ELECTRICAL SERVICE (SEE ELECTRICAL PLANS) 50.(2) ELECTRICAL HANDHOLES FOR POWER AND CONTROLS 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1819 20 23 25 27 28 31 33 39 35 34 30 21 24 29 32 22 40 37 36 26 41 42 43 33 23 43 NOTES: 1) PUMP STATION CONTRACTOR TO INSTALL THE FOLLOWING: A) GRAVITY SEWER UP TO GRINDER MANHOLE B) FORCE MAIN TO APPROXIMATELY 5 LF OUTSIDE PUMP STATION FENCE C) WATER SERVICE TO TIE TO 16" WATER LINE 2) UTILITY CONTRACTOR TO INSTALL THE FOLLOWING: A) 10" GRAVITY SEWER FROM GRINDER MANHOLE TO SSMH NO. 2 B) 12" FORCE MAIN FROM 5 LF OUTSIDE PUMP STATION FENCE TO HOLLY SHELTER ROAD. C) 16" WATER LINE FROM PUMP STATION TO HOLLY SHELTER ROAD. 3) PUMP STATION CONTRACTOR TO BUILD PUMP STATION DRIVEWAY AND TIE TO ROADWAY IMPROVEMENTS BY ROADWAY CONTRACTOR. 23 20 43 SSMH NO. 2 45 46 48 NOTE: REFER TO CIVIL CONSTRUCTION PLANS FOR DESIGN AND DETAIL OF ROADWAY AND UTILITIES. 49 SEE CIVIL 300 SERIES DRAWINGS EL 28.16 28.16 EL 28.70 EL 28.70 EL 27.80 FFE=28.50 FFE=28.50 FFE PAD=28.25 27" X 44" RCP ARCH STORM DRAINAGE 50 10/29/2025 3088078 28.5 1.0 28.0 5.5 9.5 10.0 11.0 11.4512 WETWELL DIAMETER (FT) 24" INFLUENT INV ELEV (FT) CAPACITY (GPM) T.D.H. (FT) MOTOR (HP) TOP OF STATION ELEV (FT) BOTTOM OF STATION ELEV (FT) FINISHED GRADE (FT) PUMP OFF ELEVATION (FT) LEAD PUMP ON ELEV (FT) LAG PUMP ON ELEV (FT) HIGH WATER ALARM ELEV (FT) SECTION SCALE: 1/4 " = 1'-0" 3 PS-2.1 PS-2.1 3 PUMP STATION SCHEDULE TOP OF WETWELL EL= 28.5 FINISHED GRADE EL = 28.0 21 7 PLAN SCALE: 1/4 " = 1'-0" 1 PS-2.1 50 1 1 5' M I N . 6" M I N . 12 " M I N . 12" MIN. 6" MIN. 12" 6" M I N . TOP OF VALVE VAULT EL=28.5 22 23 9 12 17 8 5 36 13 14 15 PLAN SCALE: 1/4 " = 1'-0" 2 PS-2.1 SECTION SCALE: 1/4 " = 1'-0" 4 PS-2.1 1.12'-0" I.D. PRECAST POLYMER CONCRETE WET WELL 2.TOP SLAB REINFORCEMENT, SEE STRUCTURAL SHEET S101. 3.48" x 84" ALUM DOUBLE DOOR 1/4" ALUM. DIAMOND PLATE ACCESS HATCH W/ SAFETY GRATE HINGES OPEN INDEPENDENTLY. 4.JIB CRANE FOUNDATION (SEE STRUCTURAL PLANS) 5.48" X 72 ALUM DOUBLE DOOR 1/4" ALUM. DIAMOND PLATE ACCESS HATCH W/ SAFETY GRATE, HINGE ON SOUTH SIDE. 6.5'-0" I.D. GRINDER MANHOLE (SEE DTL. PS-C.10/PS-3.2) 7.8" M.J. TO M.J. CONNECTOR 8.4" D.I. VENT PIPE W/ S.S. SCREEN 9.4" SCHEDULE 80 PVC DRAIN PIPE WITH P-TRAP, SLOPE TO WET WELL @ 1.0% 10.10" PVC GRAVITY SEWER PIPE 11.8" DUCTILE IRON FORCE MAIN 12.7'-0" x 8'-0" PRECAST CONCRETE VALVE VAULT 13.PRESSURE GAUGE INCLINED SO AS TO BE READ FROM SURFACE (TYP. OF 2) 14.8" CHECK VALVE 15.8" PLUG VALVE 16.8" 90° BEND (FL.) 17.8" x 8" TEE (FL) 18.PROVIDE LINK SEAL AT WALL PENETRATIONS FOR WATERTIGHT SEAL 19.5'-0" I.D. PRECAST POLYMER CONCRETE MANHOLE 20.JIB CRANE, MAX. CAPACITY 4000 LBS. W/ X' REACH (SEE STRUCTURAL PLANS) 21.P-TRAP 22.FLOOR DRAIN W/ BACKWATER VALVE 23.12" NO. 57 STONE 24.S.S. HOOK 25.S.S. CABLE HOLDER 26.TERMINAL CABINET 27.8" D.I. FORCE MAIN RISER (FL x PE) 28.STAINLESS STEEL GUIDE RAIL 29.POWER CABLE 30.STAINLESS STEEL LIFTING CHAIN 31.CONDUIT FROM TERMINAL CABINET 32.PROVIDE 2" x 2" S.S. STRAP AND ANCHOR TO WALL @ 16" O.C. 33.DUPLEX SUBMERSIBLE PUMPS (SEE PUMP STATION SCHEDULE AND SPECIFICATIONS FOR REQUIREMENTS) 34.CONCRETE GROUT 35.LIFTING LUGS 36.1" CHAMFER ALL SIDES (TYP.) 37.VALVE BOX, TYP. 38.ALUMINUM VERTICAL LADDER, WALL MOUNTED, HALLIDAY, BILCO OR APPROVED EQUAL 39.WATERTIGHT MANHOLE RING AND COVER (SEE DETAIL, SHEET PS-3.1) 40.8" ELECTROMAGNETIC FLOW METER (FL) (SEE DETAIL PS-C4/PS-3.2) 41.2" AIR/VACUUM AIR VALVE (FL) (SEE DETAIL S7/PS-3.1) 42.8" BLIND FLANGE 43.BYPASS PUMPING CONNECTION (SEE DETAIL PS-C5/PS-3.2) 44.MANUFACTURER'S STANDARD SELF-SEALING PUMP BASE 45.2'-6" x 3'-0" SINGLE LEAF, 1/4" ALUM. DIAMOND PLATE ACCESS HATCH W/ SAFETY GRATE 46.8" x 8" WYE (MJ) 47.8" x 8" TEE (MJ) 48.8" x 12" REDUCER (MJ) 49.6" X 8" ECCENTRIC REDUCER 50.6'-0" X 8'-0" PRECAST CONCRETE VAULT 51.48" X 48" DOUBLE LEAF, 1/4" ALUM. DIAMOND PLATE ACCESS HATCH W/ SAFETY GRATE 52.8" FULL FLANGE ANNULAR PRESSURE SENSOR W/ COMPANION GAUGE 53.2'-0" X 2'-6" SINGLE LEAF, 1/4" ALUM DIAMOND PLATE ACCESS HATCH W/ SAFETY GRATE. ACCESS HATCH HINGES ON NORTH SIDE, SAFETY GRATE HINGES ON WEST SIDE. 54.8" STILLING WELL-SEE DETAIL 6/PS-3.3 55.RESTRAINED DISMANTLING JOINT PUMP STATION KEY TOP OF ARVMH EL = 28.5 19 39 38 41 FINISHED GRADE EL = 28.0 36 11 115' M I N . 12 " M I N . 23 22 37 37 9 19 18 38 41 39 22 11 10 45 37 11 8 12 16 5 18 151413 7'-0" 8" 18 7 27 LF OF 24" C900 PVC @ 1.00% 6" M I N . 6" MIN. 6" MIN. TOP OF MANHOLE EL= 28.5 6 23 24" INV OUT = 11.72 10" Inv In=13.22 40 50 18 11 11 SIZES OF CONCRETE OPENINGS TO BE VERIFIED BY THE CONTRACTOR BEFORE TOP SLAB CONSTRUCTION *** 45 464715 7 7 47 15 12" MIN. 6" MIN. PS-2.1 4 1 1 12" MIN. 12" MIN. 12 " M I N . 10 " M I N . 8" MIN. HIGH WATER ALARM LAG PUMP ON LEAD PUMP ON PUMP OFF 23 34 33 32 35 29 28 27 36 2 20 3 24 16 25 31 26 8 1 8" 4 3 1 8 C/ L O F WE T W E L L 2 10 17'-0" 12" MIN. NOTES: 1. ALL BOLTED CONNECTIONS SHALL BE MADE USING 304 S.S. BOLTS, WASHERS, AND NUTS. 2.CONTRACTOR SHALL VERIFY DIMENSION WITH PUMP AND VALVE MANUFACTURERS' DIMENSIONS. COORDINATE ACCESS HATCH DIMENSIONS TO ENSURE PROPER CLEARANCES. 3.INTERIOR CORROSION PROTECTION - THE INTERIOR SURFACE OF THE WET WELL, VALVE VAULTS AND AIR RELEASE MANHOLES ALONG THE SEWER FORCE MAIN SHALL BE THOROUGHLY CLEANED OF ALL OILS, LATENCE, DIRT, LOOSE CONCRETE , ETC. ALL VOIDS OR SURFACE BLEMISHES SHALL BE FILLED OR REPAIRED USING CALCIUM ALUMINATE (MORTAR). THE JOINTS OF PRECAST UNITS SHALL RECEIVE THREE (3) COATS OF MORTAR SO AS TO ACHIEVE A SMOOTH SURFACE AT EACH JOINT. AFTER THE INTERIOR PATCHING HAS THOROUGHLY DRIED, THE ENTIRE SURFACE OF THE STRUCTURE INTERIOR SHALL RECEIVE SPRAY-IN-LINER WITH A TOTAL DRY FILM THICKNESS OF 8 TO 12 MILS. NICKS AND SCRATCHES SHALL BE TOUCHED UP PRIOR TO ACCEPTANCE. IF MATERIAL OTHER THAN SHERWIN WILLIAMS SEWER -COTE OR SHER-FLEX IS PROPOSED, IT SHALL BE APPROVED BY THE ENGINEER PRIOR TO USE. 4.EXTERIOR JOINTS OF ALL PRECAST CONCRETE SHALL BE WRAPPED PER THE SPECIFICATIONS. 5.SHERWIN WILLIAMS SEWER-COTE OR SHER-FLEX APPLIED TO THE OUTSIDE OF ALL TONGUE AND GROOVE JOINTS. PRIOR TO BACKFILLING THE WET WELL STRUCTURE,. THE ENTIRE SURFACE SHALL RECEIVE ONE (1) COAT. THE MATERIAL USED FOR EXTERIOR COATING SHALL MEET THE REQUIREMENTS OF CORPS OF ENGINEERS SPECIFICATION C-200. THE EXTERIOR COATING SHALL BE APPLIED AS TO ACHIEVE A DRY FILM THICKNESS OF NOT LESS THAN 10.0 MILS. THE EXTERIOR SURFACE SHALL BE CLEAN AND DRY PRIOR TO APPLICATION OF THE COATING. 6.SEE SHT. PS-3.1 FOR CFPUA STANDARD DETAILS PS-C2 AND PS-C3. USE THE MORE STRINGENT DIMENSIONS BETWEEN THE STANDARD DETAILS AND THE DESIGN FOR CONSTRUCTION. 17 ' - 0 " 22 6 9 9 10 30 18 4' - 9 34" 3' - 6 " 49 11 8 2' - 0 " TOP OF FLOW METER VAULT EL = 28.5 51 38 40 50 36 115' M I N . 12 " M I N . 2322 46 12" MIN. 6" MIN. 22 15 15 38 1515 8'- 0 " 53 SENSOR No. 1 - PUMP OFF =5.5' 4 54 48 48 8" 8'-0" 6' - 0 " 51 1'- 6 " 3'- 0 " 33 33 26 26 8 7'-0" SUBMERSIBLE PUMP NOTES: 1.FOR THE DUPLEX SUBMERSIBLE PUMPS, THE INITIAL DUTY CONDITION OF 880 GPM @ 78' TDH AND BUILD-OUT DUTY CONDITION OF 1215 GPM @ 124.5' TDH SHOULD BE ACHIEVED BY UTILIZING THE SAME PUMPS WITH IMPELLER AND MOTOR (75 HP) UPSIZE. 44 26 38 18 17 18 18 55 4715 15 11 57 5' - 6 " 37 55 57 4" 10.5 HIGH WATER TELEMETRY ELEV (FT) HIGH WATER TELEMETRY 9 13 T: \ S t a n d a r d s \ C A D D \ C i v i l 3 D \ 0 1 _ T e m p l a t e s \ T W C - C I V L _ T i t l e b l o c k _ 2 4 x 3 6 . d w g LL O R S C H E I D E R 10 / 2 9 / 2 0 2 5 2 : 1 0 P M PU M P S T A T I O N - P L A N A N D S E C T I O N S BJPO EML NTD PS-2.1 PERMITTING ISSUED FOR: DATE: 11/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 CFPUA GENERAL NOTES FROM PS-C3: 1.UNLESS OTHERWISE SPECIFIED, ALL METAL WET WELL COMPONENTS, HARDWARE, AND FASTENERS SHALL BE CAST IRON, DUCTILE IRON OR 316 STAINLESS STEEL OR BETTER. 2.UNLESS OTHERWISE SPECIFIED, ALL CONCRETE FASTENERS TO BE 316 STAINLESS STEEL WEDGE ANCHORS (TYP). 3.CONCRETE FILLET IN BOTTOM OF WET WELL TO START 10" FROM THE ULTIMATE PUMP SIZE AND BASE AT 45° (TYP) ALL AROUND. 4.ONE PIECE SCHEDULE 40, 316 STAINLESS STEEL GUIDE RAILS. DIAMETER PER MANUFACTURERS RECOMMENDATION. TWO PIECE RAILS WITH INTERMEDIATE (MID 1/3) SUPPORT, FOR LENGTHS GREATER THAN 18 FEET. UPPER GUIDE RAIL BRACKET SHALL ALSO BE STAINLESS STEEL. 5.PUMP REMOVABLE CHAIN AND RELATED LIFTING HARDWARE TO BE 3/8" MIN., 316-L STAINLESS STEEL 2000 LB MIN. WORKLOAD LIMIT. LENGTH TO EXTEND 4' ABOVE HATCH. 6.PUMP DISCHARGE SUPPORT BRACKET FOR DUCTILE IRON, OVER 10' MIN. ONE REQUIRED MIDWAY. 7.ACCESS HATCHES SHALL BE PAD LOCKABLE FRAME AND COVER, WITH 1/4" ALUMINUM PLATE AND 1/8" THICK X 3" WIDE STAINLESS STEEL HINGES MIN,. AND POSITIVE LOCKING DOOR RESTRAINT. HINGE ON DISCHARGE SIDE OF WET WELL AND VALVE BOX. (HALLIDAY PROD. OR EQUAL, SIZE AS REQUIRED) W/ SAFETY GRATE. 8.PLUG VALVES TO BE DEZURIK (FIG. 118) ECCENTRIC, CAST IRON BODY AWWA C504 WITH 4" HAND WHEEL AND NON RISING STEM. SWING CHECK VALVES SHALL BE AS SPECIFIED. 9.ELEVATION OF TOP OF WET WELL AND ELECTRICAL CONDUITS SHALL BE 2.0 FEET ABOVE THE 100 YEAR FLOOD ELEVATION. 10.CONCRETE PAD (36" MINIMUM WIDTH W/ 45° CHAMFER) AROUND OUTSIDE DIAMETER OF WET WELL. ITEM DESCRIPTION DIM. "A"OUTSIDE DIAMETER OF WET WELL 13'-4" "B"INSIDE DIAMETER OF WET WELL 12' "C"WET WELL ACCESS HATCH LENGTH 7' "D"WET WELL ACCESS HATCH WIDTH 4' "E"CL PUMP TO CL PUMP DIMENSION 3'-6" "F"CL HATCH TO OUTSIDE OF WET WELL 6'-6" "G"CL HATCH TO INSIDE OF WET WELL 6' "H"PIPE DIAMETER 8" "I"FLANGE TO FLANGE DIMENSION 2'-5" "J"VALVE VAULT LENGTH 8' "K"VALVE VAULT WIDTH 8' "L"VALVE VAULT ACCESS HATCH LENGTH 4' "M"VALVE VAULT ACCESS HATCH WIDTH 6' "N"INFLUENT PIPE SIZE 10" "O"FORCE MAIN PIPE SIZE 8" CFPUA TABLE FROM PS-C2 10/29/2025 SERIES L1B and L1D LADDERS · · · · · · · · · · · (ADVISE)(ADVISE) L1D (FLOOR AND WALL MOUNT)L1B (WALL MOUNT) HALLIDAY PRODUCTS SERIES L1E LADDER EXTENSION · · · · · · INSTALLATION & OPERATION INSTRUCTIONS Installation: A) Place ladder flat on the ground with standoffs up. B) Place 2" (52 mm) square aluminum tube in center of rungs with the "T" shaped slot below third rung as shown (Model A) or second rung (Model B). C) Place stainless steel channel clamp over square aluminum tube so "U" clamp holes line up on either side of rungs as shown. D) Insert stainless steel "U" bolts over rung and through holes in stainless steel channel clamp as shown. E) Apply 10-15 foot pounds (1.3-2.1 kg./meter) of torque to all "U" bolt nuts. F) Verify that square aluminum tube is secured to ladder rungs. Operation: A) To engage ladder extension, grasp aluminum post above the top stainless steel channel clamp, and pull straight up until lower stainless steel pin is seated. B) Rotate aluminum post 1/4 turn in either direction to secure pin in slot as shown in Detail. HALLIDAY PRODUCTS T: \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ H o l l y S h e l t e r P u m p S t a t i o n \ 3 5 1 4 - A _ P S - 2 . 0 P S T A T I O N . d w g LL O R S C H E I D E R 10 / 2 9 / 2 0 2 5 9 : 4 0 A M DE T A I L S PS-3.1 BJPO EML NTD PERMITTING ISSUED FOR: DATE: 11/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 HOLLY SHELTER PUMP STATIONXXX HOLLY SHELTER RDCASTLE HAYNE NC 28429 IN CASE OF EMERGENCYCALL 910-332-6565NO TRESPASSING 24" 24 " ALUMINUM SIGN WITH 2" MINIMUM HEIGHT LETTERING. PAINT BACKGROUND BLUE. BORDER AND LETTERING WHITE. MOUNT SIGN TO FENCE W/ FOUR -3/4" x 1/8" SHEET METAL SCREWS. 1. NOTES: 2 PS-3.1 NO SCALE PUMP STATION PLACARD 3 PS-3.1 NO SCALE ALUMINUM VERTICAL LADDER 4 PS-3.1 NO SCALE ALUMINUM LADDER EXTENSION 10/29/2025 T: \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ H o l l y S h e l t e r P u m p S t a t i o n \ 3 5 1 4 - A _ P S - 2 . 0 P S T A T I O N . d w g LL O R S C H E I D E R 10 / 2 9 / 2 0 2 5 9 : 4 0 A M DE T A I L S PS-3.2 BJPO EML NTD PERMITTING ISSUED FOR: DATE: 11/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 10/29/2025 4 NOT TO SCALE EMERGENCY SHOWER AND EYEWASH 1" NPT FEMALE OUTLET STAINLESS STEEL BOWL POWDER COATED CAST ALUMINUM FLOOR FLANGE SCH 80 PVC PIPE AND FITTINGS ABS PLASTIC SHOWER HEAD FREEZE-RESISTANT VALVES (2)GS-PLUS SPRAY HEADS DRAIN LINE TO FLOOR NOTE: SAFETY STATION WITH EYEWASH TO BE GUARDIAN, MODEL #GFR1092 OR EQUAL1. PS-3.3 DRAIN TO FLOOR TEPID WATER FROM MIXING VALVE 30 ' - 0 " 3" 6" 3" 3" 6" 1' - 0 " 5' - 0 " MA X 4.5" DETAIL - STILLING WELL PIPE SCALE: 1 1/2" = 1'-0" 6 PS-3.3 1" WIDE x 16 GA SST STRAPS, TYP OF 4 AT 5'-0" OC MAX, SECURE WITH 1/2"∅ SST ANCHORS (4" EMBED) 8"∅ PVC PIPE 1 1/2"∅ DRILLED HOLE, TYP PROVIDE 6 ROWS OF HOLES SPACED AT 4.5" OC TY P TY P 1' - 0 " 3' - 0 " TOP OF ACCESS HATCH / SLAB SHOCK ARRESTOR TYPE "A" 1 1/4" TEPID WATER TO EMERGENCY SHOWER 3/4" COLD WATER CHECK VALVE MIXING VALVE 3/4" HOT WATER CHECK VALVE MIXING VALVE NO SCALE 2 PS-3.3 IN-LINE EXPANSION TANK - PROVIDED WITH & SIZED FOR EACH WATER HEATER ATMOSPHERIC VACUUM BREAKER DIELECTRIC UNION (TYP.) PIPE THERMOMETER (TYP.)CHECK VALVE (TYP.) BALL VALVE (TYP.) COLD WATER SUPPLY HOT WATER SUPPLY115 DEG. PIPE UNION (TYP.) WATER HEATER T&P VALVE 3/4" DRAIN PIPE DRAIN TO FLOOR DRAIN 1.PIPING SHALL BE INSTALLED IN A ORDERLY FASHION PER THIS DETAIL, AND MANUFACTURERS RECOMMENDATIONS. 2. SEE FLOOR PLANS FOR PROPER CW & HW SUPPLY LINE SIZES. 3. WATER HEATER SIZE: 30 GALLON, 208V, 3-PH, 4.5KW. 4. CHECK VALVES INSTALLED IN VERTICAL SHALL BE SPRING LOADED STYLE. 5. APPROVED MANUFACTURERS: A.O. SMITH, BRADFORD WHITE, STATE. ELECTRICAL WATER HEATER3 NO SCALEPS-3.3 MIN. 2" HIGH PREFAB CONCRETE PAD BY PLUMBING CONTRACTOR PAINTED OSHA YELLOW.WATER HEATER NOTES: T: \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ H o l l y S h e l t e r P u m p S t a t i o n \ 3 5 1 4 - A _ P S - 2 . 0 P S T A T I O N . d w g LL O R S C H E I D E R 10 / 2 9 / 2 0 2 5 9 : 4 1 A M DE T A I L S PS-3.3 BJPO EML NTD PERMITTING ISSUED FOR: DATE: 11/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 TYP. SHOCK ARRESTOR SCHEDULE SEE MANUFACTURER RECOMMENDATION FOR SIZING OF SHOCK ARRESTORS ON LENGTHS OF PIPE OVER 25 FT. SHOCK ARRESTOR TO BE BY ZURN, SMITH OR JOSAM.2. 1. NOTES: ZURN SHOCKTROL SIZE Z-1700 SERIES #100 MANUFACTURER P.D.I UNITS A FIXTURE UNITS 1-11 PIPE SIZE ARRESTOR LENGTH 3-3/4"1/2" 15" x 15" x 4" THK. CONCRETE PAD SIPHON BREAK 24 " M I N . 3' M I N . DRAIN PORT NON-FREEZE YARD HYDRANT NOT TO SCALE 1 CU. FT. OF #57 WASHED STONE HOSE BIBB SHALL ACCOMMODATE STD. ƒ" GARDEN HOSE. FREEZELESS YARD HYDRANT WOODFORD MODEL W-34 OR APPOROVED EQUAL 2" POTABLE WATER PIPE (METAL PIPE OR PROVIDE OUTER SLEEVE PROTECTION) 1 PS-3.3 2" POTABLE WATER PIPE 10/29/2025 T: \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ H o l l y S h e l t e r P u m p S t a t i o n \ 3 5 1 4 - A _ P S - 2 . 0 P S T A T I O N . d w g LL O R S C H E I D E R 10 / 2 9 / 2 0 2 5 9 : 4 1 A M DE T A I L S PS-3.4 BJPO EML NTD PERMITTING ISSUED FOR: DATE: 11/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 12" 1 2" COVER LETTERING DETAIL RING AND COVER SHALL HAVE TOTAL COMBINED WEIGHT OF 300 LB MIN. AND BE SUITABLE FOR H-20 LOADING NOTE: TOP OF COVER BOLT DOWN COVER W/ 4 1/2" BOLT HOLES AT 90° AND RECESS FOR BOLT HEADS 3/8" LAG BOLTS (TYP.OF 4) BOTTOM OF COVER SA N I TA R Y S EW E R S T OR M SEW E R W A TE R POLYVINYL GASKET BETWEEN COVER AND FRAME SEAT THREADED HOLES-4 AT 90° 412" x 134" STAINLESS STEEL (TYPE 316) HEX HEAD BOLTS 3/8" LAG BOLT (TYP. OF 4) 2'-1 14" 1'-11 34" 1'-11 12"3/4"3/4" 38"3"2 18"1" 1/2" 2 3 4" 3 34" 2'-9 14" 2'-0 12" 1'-10 14" 4 38" 1 18" 4 38" 1 18" 18" CLR FULL PERIMETER 7 12" 4 34" 1 12" 1 PS-3.4 NOT TO SCALE WATERTIGHT MANHOLE RING AND COVER PIPE CONTROL ROD DIAMETER PLATES PER FLANGE SIDE PLATE THICKNESS NOMINAL PIPE SIZE 6"-8" 0.50" 2 P/SIDE 0.75" 10"-14" 0.75" 3 P/SIDE 0.75" 16"-18" 0.75" 4 P/SIDE 1" ELEVATION SECTION NOTES: 1.BOLTS: ASTM A-307 GALV. 2.RETENTION PLATE: ASTM A36 STEEL, HOT DIPPED GALV. 3.RETENTION PLATE DIAMETER SHALL BE AS REQUIRED TO PROVIDE MIN. 1/8" CLEARANCE BETWEEN PIPE FLANGE AND CONTROL ROD. 2 PS-3.4 THRUST RETENTION PLATE NOT TO SCALE CONTROL RODRUBBER WASHERSTEEL WASHER RETENTION PLATE CONTROL ROD DRESSER COUPLING STANDARD PIPE FLANGE PIPE FLANGE DIAMETER RETENTION PLATE 1/8" CLEAR RETENTION PLATE DIA. (SEE NOTE 3) 1 1/2" BOLT DIA. 3 PS-3.4 NO SCALE LAY DOWN BOLLARD 10/29/2025 FM FM FM FM S S S S S S S S S S S S X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X F M F M F M F M FM FM FM FM FM FM FM FM FM W W W W W W W W W W X X XX XX W W W W W W W W W W W W W W E E E E E E PB PB S S S S S S S S SS S S L O D / T C E L O D / T C E L O D / T C E L O D / T C E L O D / T C E L O D / T C E P U E / P A E P U E / P A E P U E / P A E P U E / P A E P U E / P A E P U E / P A E P U E / P A E P U E / P A E P U E / P A E P U E P U E P U E P U E P U E P U E P U E P U E P U E PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE P D E P D E P D E P D E P D E P D E P D E P D E P D E P D E P D E P D E PDE PDE PDE PDE PDE PDE PDE PDE P D E P D E 2 3 2 3 2 4 2 5 2 6 2 7 2 8 2 7 2 7 27 26 25 24 23 22 21 20 T: \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ H o l l y S h e l t e r P u m p S t a t i o n \ 3 5 1 4 - A _ P S - 1 . 0 P S T A . d w g LL O R S C H E I D E R 10 / 2 7 / 2 0 2 5 3 : 0 0 P M LA N D S C A P E P L A N 0 2.5'5'10' SCALE: 1"=5' HORZ. PS-4.0 PERMITTING ISSUED FOR: DATE: 11/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K P U M P S T A T I O N RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 NTD BJPO NTD/EML 1.PLANTS SHALL BE INSTALLED ACCORDING TO PLAN. 2.PLANT MATERIAL SUBSTITUTIONS ALLOWED ONLY UPON WRITTEN PERMISSION OF ENGINEER. 3.ALL PLANT MATERIAL SHALL BE FIELD GROWN. PLANTS SHALL HAVE A HABIT OF GROWTH THAT IS NORMALFOR THE SPECIES AND SHALL BE SOUND, HEALTHY, VIGOROUS AND FREE FROM INSECTS, DISEASES AND INJURIES. ALL PLANTS SHALL EQUAL OR EXCEED THE MEASUREMENTS SPECIFIED IN THE PLANT LIST. REQUIREMENTS FORMEASUREMENTS, BRANCHING, GRADING, QUALITY, BALLING AND BURLAPPING OF PLANTS IN THE PLANT SCHEDULE SHALL GENERALLY FOLLOW THE CODE STANDARDS CURRENTLY RECOMMENDED IN THE AMERICAN STANDARDS FOR NURSERY STOCK. PRUNE TO SHAPE, PRUNING OUT BROKEN OR OVERLAPPING/RUBBING BRANCHES ONLY AS NECESSARY AT TIME OF PLANTING. 1.VERIFY LOCATION OF ALL UTILITY LINES, ABOVE AND BELOW GROUND, PRIOR TO COMMENCING INSTALLATION. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE MADE TO UTILITIES THROUGH THE ACTIONS OF HIS OR HER EMPLOYEES. 2.ANALYZE ON-SITE SOIL TO ASCERTAIN PERCENTAGE OF NITROGEN, PHOSPHORUS, POTASH, SOLUBLE SALT AND ORGANIC MATTER, AND pH VALUE PRIOR TO INSTALLING PLANT MATERIALS. LIME APPLICATION RATE AND FERTILIZER FORMULA RATE SHALL BE BASED ON LABORATORY ANALYSIS. WRITTEN PROOF OF ANALYSIS AND APPLICATION RATES SHALL BE MAINTAINED. 3.PLANTING SOIL SHALL BE A UNIFORM MIXTURE OF 5% BY VOLUME PEAT OR OTHER APPROVED ORGANIC MATTER SUCH AS DECAYED BARK, SAWDUST OR COMPOST MATERIAL WITH ON-SITE SOIL. SATURATE SOIL WITH WARM WATER TO TEST DRAINAGE. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DRAINAGE FROM ALL PLANT PITS AND PLANT BEDS. IF DURING THE PLANTING OPERATIONS, THE LANDSCAPE CONTRACTOR DETERMINES THAT DRAINAGE CONDITIONS ARE SUCH THAT DRAIN LINES OR OTHER DRAINAGE IMPROVEMENT MEASURES ARE NECESSARY, HE OR SHE SHALL INSTALL THE NECESSARY MEASURES. 4.DELIVER FRESHLY DUG PLANT MATERIALS AFTER PREPARATIONS FOR PLANTING HAVE BEEN COMPLETED. INSTALL PLANT MATERIALS IMMEDIATELY. PROTECT BARK, BRANCHES AND ROOT SYSTEMS DURING HANDLING. IF PLANTING IS DELAYED, PROTECT PLANT MATERIALS FROM DAMAGE AND WATER THOROUGHLY AS NEEDED. HEEL-IN BALLED AND BURLAPPED PLANT MATERIALS AND KEEP CONTAINER GROWN STOCK IN CONTAINER UNTIL TIME OF PLANTING. 5.DO NOT INSTALL PLANT MATERIAL WHEN AMBIENT TEMPERATURES MAY DROP BELOW 35° F (2° C) OR RISE ABOVE 90° F (32° C).DO NOT INSTALL PLANT MATERIAL WHEN WIND VELOCITY EXCEEDS 30 mph (48k/hr). 6.PLACE PLANT VERTICAL AND ORIENT FOR BEST APPEARANCE. REMOVE SYNTHETIC CONTAINERS, BURLAP, ROPES AND WIRES FROM ROOT BALLS. CUT AND FOLD DOWN NATURAL BURLAP MATERIAL FROM THE TOP OF THE ROOT BALL. SATURATE SOIL WITH WATER WHEN THE PIT OF BED IS HALF FULL OF PLANTING SOIL AND AGAIN WHEN FULL. 7.AFTER PLANTING AND BEFORE APPLICATION OF MULCH, TREAT GROUND WITH RONSTAR-G OR APPROVED EQUAL. 8.ALL TREES AND SHRUBS SHALL RECEIVE SAUCERS AND MULCH. MULCH BED SHALL BE A MINIMUM OF 3' FROM THE ROOT BALL OF SHRUBS AND 5' FROM THE ROOT BALL OF TREES.PLANT BEDS SHALL BE MULCHED AS A CONTINUOUS MASS AND BED LINES SHALL HAVE CLEAN, SHARP EDGES CUT WITH SPADE. 9.SHREDDED PINE BARK MULCH SHALL BE APPLIED TO ALL PLANTING BEDS TO A MINIMUM DEPTH OF FOUR (4) INCHES. KEEP MULCH AWAY FROM TREE TRUNKS AND SHRUBS. SOIL SHALL NOT BE LEFT EXPOSED WITHIN ANY PLANTING PITS OR BEDS. MULCH BED SHALL BE WEED FREE AND CONFORM TO THE SPECIFIED DEPTH AT THE TIME OF FINAL INSPECTION. 1.AFTER ACCEPTANCE AT THE TIME OF FINAL INSTALLATION INSPECTION, ALL PLANTS SHALL BE WARRANTED FOR ONE YEAR. PLANT MATERIALS SHALL BE ALIVE AND IN SATISFACTORY GROWTH AT THE END OF THE WARRANTY PERIOD. ONE THOROUGH WEEDING AND REPLENISHING OF MULCH (MINIMUM 2") SHALL BE REQUIRED IMMEDIATELY PRIOR TO THE INSPECTION AT THE END OF THE WARRANTY PERIOD. 2.AT THE END OF THE WARRANTY PERIOD, NEW HANOVER COUNTY STAFF WILL INSPECT THE PROJECT SITE. ANY PLANT THAT IS DEAD, MISSING OR NOT IN SATISFACTORY GROWTH SHALL BE REMOVED FROM THE SITE AND REPLACED. REPLACEMENT PLANTS SHALL BE OF THE SAME SIZE AND SPECIES AS ORIGINALLY SPECIFIED. PLANTING MATERIALS INSTALLATION OF PLANT MATERIALS WARRANTY OF PLANT MATERIALS 47 IN @ 6' SPACING & 4' OFF FENCE U.O.N. SPREAD 4" SHREDDED PINEBARK MULCH. KEEP AWAY FROM SHRUB BASE 3" EARTHEN SAUCER PLACE TOP OF ROOT BALL LEVEL W/ SURROUNDING SOIL PREPARED PLANTING SOIL TO DEPTH OF 4" TO 6" BELOW ROOTBALL UNDISTURBED SUBGRADE TO HOLD ROOTBALL REMOVE CONTAINER AND/OR BURLAP FROM ROOTBALL PLANT PIT 2 TIMES DIAMETER OF ROOTBALL 1 PS-4.0 SHRUB PLANTING DETAIL NOT TO SCALE IN LANDSCAPE MATERIAL LIST REF KEY NELLIE STEVENS HOLLY COMMON NAME ILEX 'NELLIE R STEVENS' BOTANICAL NAME 47 NUMBER 5.5 GAL SIZE 7 ' - 6 " N A D 8 3 ( 2 0 1 1 ) 10/29/2025 E-0.1 AB B R E V I A T I O N S , L E G E N D S , A N D N O T E S T: \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ H o l l y S h e l t e r P u m p S t a t i o n \ 3 5 1 4 - A _ E - 0 . 1 E - S H T S . d w g HB O U R N E 10 / 3 0 / 2 0 2 5 3 : 2 7 P M ABBREVIATIONS: AE ANALYSIS ELEMENT AF AMPERE FRAME AFE ACTIVE FRONT END AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AHU AIR HANDLING UNIT AIC AMPERE INTERRUPTING CAPACITY AIT ANALYSIS INDICATING TRANSMITTER ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS AT AMPERE TRIP ATS AUTOMATIC TRANSFER SWITCH BC BYPASS CONTACTOR BCC BARE COPPER CONDUCTOR BKR BREAKER CJB CONTROL JUNCTION BOX CKT CIRCUIT CPT CONTROL POWER TRANSFORMER CT CURRENT TRANSFORMER DB DUCTBANK DSW DISCONNECT SWITCH EHH ELECTRIC HAND HOLE EMH ELECTRIC MAN HOLE EO ELECTRICALLY OPERATED EPO EMERGENCY POWER OFF ETM ELAPSED TIME METER ETU ELECTRONIC TRIP UNIT FAAP FIRE ALARM ANNUNCIATOR PANEL FACP FIRE ALARM CONTROL PANEL FE FLOW ELEMENT FIT FLOW INSTRUMENT TRANSMITTER FS FLOW SWITCH FSL FLOW SWITCH LOW FVNR FULL VOLTAGE NON-REVERSING FVR FULL VOLTAGE REVERSING GFCI GROUND FAULT CIRCUIT INTERRUPTER GFCT GROUND FAULT CURRENT TRANSFORMER GND GROUND HOA HAND-OFF-AUTO HPU HYDRAULIC POWER UNIT IC INPUT CONTACTOR IEEE INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS ISO INTERNATIONAL ORGANIZATION FOR STANDARDIZATION JBX JUNCTION BOX LCS LOCAL CONTROL STATION LP LIGHTING PANEL LS LEVEL SWITCH LSL LEVEL SWITCH LOW LSH LEVEL SWITCH HIGH LSHH LEVEL SWITCH HIGH-HIGH LT LEVEL TRANSMITTER MCC MOTOR CONTROL CENTER MFR MULTI-FUNCTION RELAY MH MAN HOLE MOD MOTOR OPERATED DAMPER MOG MOTOR OPERATED GATE MOL MOTOR OPERATED LOUVER MOV MOTOR OPERATED VALVE MPR MOTOR PROTECTION RELAY MTD MOUNTED MTS MANUAL TRANSFER SWITCH MWTS MOTOR WINDING TEMPERATURE SWITCH NC NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NFPA NATIONAL FIRE PROTECTION ASSOCIATION NL NIGHT LIGHT NO NORMALLY OPEN NTS NOT TO SCALE OC OUTPUT CONTACTOR OL OVERLOAD PC PHOTOCELL PCC POINT OF COMMON COUPLING PE PRESSURE ELEMENT PIT PRESSURE INDICATING TRANSMITTER PJB POWER JUNCTION BOX PLC PROGRAMMABLE LOGIC CONTROLLER PNL PANEL PP POWER PANEL PST PHASE SHIFTING TRANSFORMER PT POTENTIAL TRANSFORMER PTT PUSH TO TEST RCS REMOTE CONTROL STATION RECP RECEPTACLE RIO REMOTE I/O RM ROOM RTD RESISTANCE THERMAL DEVICE RTU REMOTE TELEMETRY UNIT RVAT REDUCED VOLTAGE AUTO TRANSFORMER RVSS REDUCED VOLTAGE SOLID STATE SA SUPPLY AIR SE SERVICE ENTRANCE SPD SURGE PROTECTIVE DEVICE SST STAINLESS STEEL TB TEST BLOCK TC TIMED CLOSE TO TIMED OPEN TSP TWISTED SHIELDED PAIR TST TWISTED SHIELDED TRIAD TX TRANSFORMER TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY VFD VARIABLE FREQUENCY DRIVE WPCR WEATHER PROOF CORROSION RESISTANT WT WALK THROUGH XFMR TRANSFORMER WIRING: CONDUIT HOME RUN CONDUIT EXPOSED CONDUIT ENCASED CONDUIT CONDUIT CONCEALED FLEXIBLE CONDUIT CONCRETE ENCASED DUCTBANK LEFT: CONDUIT RISE (TURN UP) RIGHT: CONDUIT DROP (TURN DOWN) LIGHTING: X DENOTES FIXTURE TYPE (TYP.): REFER TO FIXTURE SCHEDULE # DENOTES CIRCUIT NUMBER (TYP.) RECTANGULAR FIXTURE XXX # XXX # LEFT:CEILING-MOUNTED FIXTURE RIGHT:WALL-MOUNTED FIXTURE # XXX # XXX EMERGENCY WALL-MOUNTED FIXTURE: LEFT:STANDARD RIGHT:REMOTE-HEAD XXX # XXX # LEFT:CEILING-MOUNTED EXIT SIGN RIGHT:WALL-MOUNTED EXIT SIGN SHADED PORTION DENOTES SIGN FACE XXX #POLE-MOUNTED FIXTURE PC PHOTOCELL OS X LEFT:CEILING-MOUNTED OCCUPANCY SENSOR RIGHT: WALL-MOUNTED OCCUPANCY SENSOR X DENOTES TYPE SWITCHES: COMMUNICATIONS: TELEPHONE OR NETWORK DROP PAGER RECEPTACLE HORN/LIGHT DEVICE PA UNIT HVAC AND FIRE ALARM: FIRE ALARM CONTROL PANEL FIRE ALARM ANNUNCIATOR PANEL F FIRE ALARM PULL STATION X #FIRE ALARM INDICATOR: X DENOTES ALARM TYPE: (TYP.): A DENOTES AUDIBLE V DENOTES VISIBLE (# DENOTES STROBE INTENSITY) F X # FIRE ALARM INDICATOR MOUNTED ABOVE A FIRE ALARM PULL STATION DD DUCT DETECTOR SMOKE DETECTOR: X DENOTES TYPE: (TYP.): Z DENOTES IONIZATION P DENOTES PHOTOELECTRIC T DENOTES THERMAL H HEAT DETECTOR T THERMOSTAT R AMBIENT TEMPERATURE TRANSMITTER MISCELLANEOUS PLAN VIEW SYMBOLS: EQUIPMENT CONNECTIONE GROUND RODS: LEFT: BURIED RIGHT: IN TESTWELL EXX DBXX DUCTBANK SECTION CUT IDENTIFIER: DBXX DENOTES DUCTBANK ID EXX DENOTES DRAWING NUMBER WHERE SECTION CUT IS LOCATED DB X #DUCTBANK TAG: X DENOTES DUCTBANK ID TRAY X Y X Y CABLE TRAY TAG: X DENOTES CABLE TRAY ID Y DENOTES SCHEDULE REFERENCE INSTRUMENT TAG: X DENOTES INSTRUMENT TYPE # DENOTES INSTRUMENT NUMBER P-XXXX P-XXX-XXX CONDUIT TAGS: P DENOTES POWER C DENOTES CONTROL I DENOTES INSTRUMENTATION XXXX DENOTES CONDUIT ID XXX-XXX DENOTES CONDUIT ID ELEMENTARY CONTROL SCHEMATICS: XOO OOX AOH 3-POSITION SELECTOR SWITCH: HOA DENOTES HAND/OFF/AUTO LOR DENOTES LOCAL/OFF/REMOTE FOR DENOTES FORWARD/OFF/REVERSE START STOP PUSHBUTTON SWITCHES: LEFT: N.O./RIGHT: N.C. TEXT DENOTES LEGEND PLATE E-STOP MUSHROOM HEAD EMERGENCY STOP PUSHBUTTON SWITCH N.C. MAINTAINED: TEXT DENOTES LEGEND PLATE STOP L.O. PUSHBUTTON SWITCH N.C. WITH LOCK-OUT: TEXT DENOTES LEGEND PLATE STOPSTART SELECTOR SWITCH: TEXT DENOTES LEGEND PLATE OL THERMAL OVERLOAD RELAY NORC NOFC NCRO NCFO TEMPERATURE SWITCHES/ THERMOSTATS PRESSURE SWITCHES LEVEL SWITCHES FLOW SWITCHES NOTC NOTO NCTO NCTC TIME DELAY SWITCHES NO NC DISCONNECT SWITCHES NOTATION LEGEND: NO/NC: NORMALLY OPEN/CLOSED RO/RC: RISE-TO-OPEN/CLOSE FO/FC: FALL-TO-OPEN/CLOSE TO/TC: TIME-OPEN/CLOSE CONTACTS: TEXT DENOTES COIL ID SWITCHES: TEXT DENOTES TAG NUMBER LIMIT SWITCHES TORQUE SWITCH CONTACTS X X -TS LSLS TS TS PSPS PSPS LSLS LSLS FSFS FSFS -- TDTD TDTD COIL: X DENOTES TYPE: M DENOTES MOTOR STARTER CR DENOTES CONTROL RELAY TD DENOTES TIME DELAY RELAY PR DENOTES INTERPOSING PILOT RELAY LC DENOTES LIGHTING CONTACTOR Y DENOTES REFERENCE LINE NUMBER X PTT X INDICATOR LIGHT: LEFT: STANDARD/RIGHT: PUSH-TO-TEST X DENOTES COLOR RUN TIME METER SV SOLENOID VALVE MPR MOTOR PROTECTION RELAY VA V 100 480/120 CONTROL POWER TRANSFORMER MECHANICAL INTERLOCK CONNECTION MSH MOTOR SPACE HEATER XX YYY EQUIPMENT/DEVICE LOCATION SYMBOLS: LOCATED AT PANEL: X DENOTES PANEL ID: L DENOTES LOCAL CONTROL STATION LOCATED IN FIELD LOCATED IN STAND-ALONE MOTOR STARTER/CONTROLLER LOCATED IN MCC X SINGLE-LINE DIAGRAMS: TRANSFORMER PROTECTIVE RELAY: NUMBER DENOTES IEEE DEVICE FUNCTION MOTOR AND TYPICAL ADDITIONAL DEVICES: MWTS: MOTOR-WINDING TEMPERATURE SWITCH MSH: MOTOR SPACE HEATER CF: COOLING FAN TE: TEMPERATURE ELEMENT ME: MOISTURE DETECTOR FUSE: NUMBER DENOTES RATING LOW-VOLTAGE POWER CIRCUIT BREAKER: LEFT: FIXED-MOUNT RIGHT: DRAWOUT E.O. DENOTES ELECTRICALLY OPERATED LSIG DENOTES INSTALLED TRIP FUNCTIONS: L DENOTES LONG-TIME S DENOTES SHORT-TIME I DENOTES INSTANTANEOUS G DENOTES GROUND FAULT CTR DENOTES BREAKER-SPECIFIC CT AND RATIOS MEDIUM-VOLTAGE DRAWOUT POWER CIRCUIT BREAKER: NUMBER DENOTES AMP SIZE E.O. DENOTES ELECTRICALLY OPERATED BATT. DENOTES BATTERY BACKUP POWER GROUND CT: NUMBERS DENOTE CT WINDING RATIO AND CT QUANTITY DRAW-OUT ELEMENT LIGHTNING ARRESTOR PT: NUMBERS DENOTE PT WINDING VOLTAGES AND PT QUANTITY GFCT: NUMBERS DENOTE GFCT WINDING RATIO AND GFCT QUANTITY MOTOR CIRCUIT PROTECTOR NUMBER DENOTES RATING LEFT: PANELBOARD RIGHT: MINI POWER CENTER X DENOTES PANEL ID INSTRUMENT TAG: X DENOTES INSTRUMENT TYPE Y DENOTES INSTRUMENT NUMBER LOW-VOLTAGE MOLDED CASE CIRCUIT BREAKER LEFT: THERMAL-MAGNETIC TRIP UNIT RIGHT: ELECTRONIC TRIP UNIT TRANSFORMER ID _KVA 480-120/208V 3P/4W DRY TRANS # HP RPM MWTS MSH CF TE ME XX X - Y Y Y Y Y #A #A 3P #A FUSED DISCONNECT SWITCH: NUMBER DENOTES RATING #A 3P #A 3P DISCONNECT SWITCH: NUMBER DENOTES RATING #A 3P #A 3P FUSED DISCONNECT SWITCH: NUMBER DENOTES RATING 800AF 800AP 800AT LSIG N.C. 800AF 800AP 800AT LSIG N.C. 52 #A N.C. E.O. BATT. ETU 800AF 800AP 800AT LSIG MCP #A 600:5 (3) 50:5 (1) (2) 480:120 X X LEFT: FVNR STARTER: X DENOTES NEMA SIZE DP DENOTES DEFINITE PURPOSE CONTACTOR NUMBER DENOTES RATING RIGHT: FVR STARTER X DENOTES NEMA SIZE DP DENOTES DEFINITE PURPOSE CONTACTOR NUMBER DENOTES RATING LEFT: RESISTOR RIGHT: LINE REACTOR: #% DENOTES IMPEDANCE CAPACITOR LEFT: VFD WITH LINE REACTOR NUMBER DENOTES RATING MIDDLE: VFD WITH HARMONIC FILTER NUMBER DENOTES RATING RIGHT: VFD WITH LINE REACTOR AND FVNR BYPASS NUMBER DENOTES RATING X DENOTES NEMA SIZE #% V VS VOLTMETER AND SWITCH A AS AMMETER AND SWITCH SHUNT TRIP SPD XXXkA SURGE PROTECTIVE DEVICE K KIRK-KEY INTERLOCK A MCP # X M F R A MCP # X 6 PULSE VFD MCP A# 5% SINGLE-LINE DIAGRAMS CONTINUED: 6 PULSE VFD MCP IC A OC # 5% X6 PULSE VFD MCP A ACTIVE FILTER # VFD WITH ACTIVE FRONT END NUMBER DENOTES RATING LEFT: RVSS STARTER NUMBER DENOTES RATING RIGHT: RVSS STARTER WITH FVNR BYPASS NUMBER DENOTES RATING X DENOTES NEMA SIZE RVAT STARTER: NUMBER DENOTES RATING X DENOTES NEMA SIZE #% DENOTES TAP SETTING RVSS OC MCP A# RVSS IC OC MCP A# X MCP A# X X X #% GENERATOR NUMBER DENOTES SIZE CONTACTOR-STYLE ATS OR MTS: NUMBER DENOTES VOLTAGE X DENOTES AMPS/FRAME/TRIP Y DENOTES kA RATING CONTACTOR-STYLE ATS OR MTS, SERVICE-ENTRANCE RATED: NUMBER DENOTES VOLTAGE X DENOTES AMPS/FRAME/TRIP Y DENOTES kA RATING #kW480V,3Ø,4W L S1 S2 ATS #V, XA 3Ø 4W 4P YkA OPEN TRANSITION (S.E. RATED) L S1 S2 ATS #V, XA 3Ø 4W 4P YkA OPEN TRANSITION (S.E. RATED) CONTACTOR-STYLE ATS OR MTS WITH OFF POSITION: NUMBER DENOTES VOLTAGE X DENOTES AMPS/FRAME/TRIP Y DENOTES kA RATING L S1 S2 ATS #V, XA 3Ø 4W 4P YkA OPEN TRANSITION (S.E. RATED) S1 S2 L ATS #V, XAF/XAT 3Ø 4W 4P YkA OPEN TRANSITION MCCB-STYLE ATS OR MTS: NUMBER DENOTES VOLTAGE X DENOTES AMPS/FRAME/TRIP Y DENOTES kA RATING S1 S2 L ATS #V, XAF/XAT 3Ø 4W 4P YkA OPEN TRANSITION DRAWOUT CB-STYLE ATS OR MTS: NUMBER DENOTES VOLTAGE X DENOTES AMPS/FRAME/TRIP Y DENOTES kA RATING INSTRUMENT TRANSMITTER PS TS PRESSURE SWITCH TEMPERATURE SWITCH OL THERMAL OVERLOAD RELAY NOTES: 1.UNLESS SPECIFICALLY NOTED OTHERWISE, ALL UNDERGROUND ELECTRICAL CONDUITS SHALL BE DIRECT BURIED WITH 30" MINIMUM COVER. 2.THE INSTALLATION OF ALL CONCRETE ENCASED ELECTRICAL CONDUITS SHALL COMPLY WITH ACI 318, SECTION 6.3. CONTRACTOR SHALL SUPPLY EXPANSION JOINT FITTINGS AS REQUIRED FOR THERMAL EXPANSION AND DEFLECTION. 3.BOND ALL NEW CONCRETE ENCASED GROUND CONDUCTORS TO EXISTING GROUND CONDUCTORS IN ALL MANHOLES, PULL BOXES, CABLE TRAYS, AND SIMILAR LOCATIONS WHERE APPLICABLE. 4.UNLESS OTHERWISE SPECIFIED OR NOTED, ALL WALL MOUNTED ELECTRICAL PANELS, ENCLOSURES, AND SIMILAR EQUIPMENT SHALL BE MOUNTED 6'-6" (MAX) FROM THE TOP OF THE PANEL TO FINISHED FLOOR OR GRADE. 5.UNLESS OTHERWISE NOTED, ALL LIGHTING SWITCHES, CONTROL SWITCHES, AND SIMILAR EQUIPMENT SHALL BE MOUNTED WITH THEIR CENTERLINE APPROXIMATELY 4'-0" ABOVE FINISHED FLOOR, SLAB, OR GRADE. THERMOSTATS SHALL BE MOUNTED 4'-4" ABOVE FINISHED FLOOR. 6.A SEPARATE EQUIPMENT GROUNDING CONDUCTOR SHALL BE PROVIDED FOR EACH CIRCUIT (SEPARATE CONDUCTOR IN THE CONDUIT). THE CONDUCTOR SHALL BE TERMINATED AT THE PROPER DEVICE, TERMINAL, OR LUG AT THE POWER SOURCE (MCC GROUND BUS, PANELBOARD GROUND BUS, ETC.). GROUND CONDUCTOR SIZE SHALL BE PER THE LATEST EDITION OF THE NEC. 7.ELECTRICAL SYSTEMS INSTALLED IN HAZARDOUS LOCATIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CHAPTER 5, ART. 500 OF THE LATEST EDITION OF THE NEC. CONTRACTOR SHALL SEAL ALL CONDUITS LEAVING HAZARDOUS AREAS. WALL AND FLOOR OPENINGS SHALL BE SEALED WITH FIREPROOF COMPOUND. 8.ALL EQUIPMENT LOCATED IN HAZARDOUS AREAS SHALL BE SUITABLE FOR THE CLASS, DIVISION, AND GROUP RATING OF THE LOCATION. 9.CONDUIT HOMERUNS ARE NOT SHOWN ON DRAWINGS. CONTRACTOR SHALL REFER TO CONDUIT AND WIRE SCHEDULE, RISER DIAGRAMS, SINGLE LINE DIAGRAMS, AND OTHER DRAWINGS FOR CONDUIT AND WIRE REQUIREMENTS. ST S X PA ETM AF AT 100A 100A X # OS X MCP AFE VFD A# PLAN SYMBOLS: PANELS AND BOXES: JUNCTION BOXJB PULL BOXPB CONTROL PANEL RECEPTACLES: X # X DENOTES RECEPTACLE TYPE (TYP.): GFCI DENOTES GROUND FAULT CIRCUIT INTERRUPT UPS DENOTES UNINTERRUPTIBLE POWER SUPPLY WPCR DENOTES WEATHERPROOF CORROSION RESISTANT # DENOTES CIRCUIT NUMBER (TYP.) DUPLEX RECEPTACLE X #SIMPLEX RECEPTACLE X #QUADRUPLEX RECEPTACLE # X MULTI-OUTLET RECEPTACLE SIMPLEX # X MULTI-OUTLET RECEPTACLE DUPLEX # X 240 VOLT RECEPTACLE SPECIAL PURPOSE OUTLET# X CP 208/120V PANEL BOARD 480/277V PANEL BOARD X #WALL SWITCH: X DENOTES TYPE: NO SUBSCRIPT DENOTES SINGLE-POLE SWITCH 3 DENOTES 3-WAY SWITCH 4 DENOTES 4-WAY SWITCH M DENOTES MANUAL MOTOR STARTER #DENOTES CIRCUIT NUMBER WPCR DENOTES WEATHERPROOF CORROSION RESISTANT COMBINATION MOTOR STARTER DISCONNECT SWITCH LOCAL CONTROL STATION MOTOR STARTER T: \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ H o l l y S h e l t e r P u m p S t a t i o n \ 3 5 1 4 - A _ E - 0 . 1 E - S H T S . d w g HB O U R N E 10 / 3 0 / 2 0 2 5 3 : 2 7 P M PERMITTING ISSUED FOR: DATE: 11/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 HMB HMB HMB 10/30/2025 FM S S S S S S X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X F M F M FM FM FM FM X X R / W R / W R / W R/ W R / W R / W R / W R / W R / W R / W R / W R/ W R / W R / W PB PB W W W SS SS SS SS SS SS SS S S S S S S S S S S S S S S S S W W 1 1 + 0 0 W W W W W W W W W W W FM FM FM W W W FM S S S S S S X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X F M F M FM FM FM FM X X R / W R / W R / W R/ W R / W R / W R / W R / W R / W R / W R / W R/ W R / W R / W PB PB PU M P S T A T I O N EL E C T R I C A L S I T E P L A N 0 5'10'20' SCALE: 1"=10' HORZ.E-1.0 N A D 8 3 ( 2 0 1 1 ) PERMITTING ISSUED FOR: DATE: 11/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K P U M P S T A T I O N RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 NTD BJPO NTD/EML HMB HMB HMB #1/0 BCC GROUND RING NEW GROUND ROD WITH TEST WELL, SEE DETAIL 2/E-3.4 T: \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ H o l l y S h e l t e r P u m p S t a t i o n \ 3 5 1 4 - A _ E - 1 . 0 P S T A . d w g HB O U R N E 10 / 3 0 / 2 0 2 5 3 : 2 9 P M T: \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ H o l l y S h e l t e r P u m p S t a t i o n \ 3 5 1 4 - A _ E - 1 . 0 P S T A . d w g HB O U R N E 10 / 3 0 / 2 0 2 5 3 : 2 9 P M NOTES: 1.SEE THE CIVIL SITE PLAN FOR ALL EQUIPMENT DETAILS. WETWELL VALVE VAULT MAG METER RPZ BACKFLOW PREVENTER PUMP STATION CONTROLS BUILDING GRINDER CONTROL PANEL GRINDER GENERATOR ON CONCRETE PAD, SEE DETAIL 1/E-3.3 DECORATIVE FENCE CRANE UTILITY TRANSFORMER, SEE DETAIL 3/E-3.3 METER BASE ON EQUIPMENT RACK, SEE DETAIL PS-E6/E-3.1 FUTURE ODOR CONTROL DUPLEX SUBMERSIBLE PUMPS TERMINAL CABINET, TC-1 ON EQUIPMENT RACK, SEE DETAIL PS-E14/ POWER HANDHOLE EHH-1 CONTROL HANDHOLE EHH-2 11"×18"×12" MINIMUM GFCI/WPCR MPC-1:4 SITE LIGHT FIXTURE LL1MPC-1:3 VIA TS 10/30/2025 2' - 0 " 3'-0" 6'-0" 11 ' - 6 " ' 12 ' - 0 " 19'-6"' 20'-0" 4' - 0 " 2'-0" 1' - 1 " ' EQUIPMENT BUILDING PLAN SCALE: 1" = 20' 1 E-1.1 T: \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ H o l l y S h e l t e r P u m p S t a t i o n \ 3 5 1 4 - A _ E - 1 . 1 E - S H T S . d w g HB O U R N E 10 / 3 0 / 2 0 2 5 3 : 3 3 P M NOTE: EQUIPMENT SIZES SHOWN ARE BASED UPON EQUIPMENT USED AS BASIS OF DESIGN. IF EQUIPMENT ACTUALLY USED DIFFERS IN SIZE FROM THAT SHOWN, ADJUST MOUNTING PLACEMENTS AS REQUIRED. ECB-1 ATS-1 MDP-1 SPD EXTERIOR LIGHT GRAB HANDLE HVAC THERMOSTAT (MOUNT 5' A.F.F.) INTERIOR LIGHT MINI-SPLIT SYSTEM HVAC (INDOOR UNIT/WALL MOUNTED) ALARM LIGHT AND HORN MPC-1 PERMITTING ISSUED FOR: DATE: 11/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 DTSS SCADA RTU-1 PUMP CONTROL PANEL PCP-1 FUTURE WATER HEATER AND MIXING VALVE NIC SUBMERSIBLEPUMP SP-1RVSS SUBMERSIBLEPUMP SP-2RVSS FLOW METER DISPLAY GFCI/WPCR MPC-1:18 E-1.1 PU M P S T A T I O N EL E C T R I C A L R O O M P L A N A N D LI G H T F I X T U R E S C H E D U L E FUTURE SUBMERSIBLE PUMP SP-2 VFD NIC FUTURE SUBMERSIBLE PUMP SP-1 VFD NIC HMB NTD/HMB HMB MINI-SPLIT SYSTEM HVAC (OUTDOOR UNIT) MINI-SPLIT SYSTEM HVAC LOCAL DISCONNECT GFCIMPC-1:2 GFCI MPC-1:2 SPD LC1MPC-1:1 LC1MPC-1:1 LC1MPC-1:1 LC1MPC-1:1 LW1 MPC-1:3 VIA TS T GENERATORDOCKINGSTATION 1 OS MPC-1:1 EM1 TS 10/30/2025 T: \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ H o l l y S h e l t e r P u m p S t a t i o n \ 3 5 1 4 - A _ E - 2 . 0 E _ S H T S . d w g HB O U R N E 10 / 3 0 / 2 0 2 5 3 : 3 0 P M L N E AF AT 25 0 25 0 150kW 480V,3ɸ,4W P-1007 P-1037 P-1010 C-1002 P-1003 P-1005 NOTES: 1.CONTRACTOR SHALL COORDINATE ALL ELECTRICAL UTILITY METERINGEQUIPMENT WITH THE LOCAL ELECTRICAL UTILITY. COORDINATION SHALLINCLUDE, BUT NOT BE LIMITED TO, PRIMARY CONDUIT, SECONDARYCONDUIT AND WIRE, METERING CABINET AND EQUIPMENT, AND SECONDARYDISCONNECTING MEANS. ALL COSTS RELATED TO UTILITY REQUIREMENTSSHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 2.PROVIDE DOUBLE LUGS ON LOAD SIDE OF ECB-1 FOR CONNECTION OF SPD. 3.PROVIDE THE MANUAL TRANSFER SWITCH, MTS-1, WITH A PLUG SUITABLEFOR A CONNECTION TO A TEMPORARY PORTABLE GENERATOR. COORDINATEWITH THE OWNER FOR CONNECTION TYPE. 400:5 (3) ECB-1,SEE NOTE 2 GEN-1SE RATED SEE NOTE 1 FROM ELECTRICAL UTILITY UTILITY METERING P-1000 P-1008 ATS-1480V,400A3ɸ,4W,3P42kAOPEN TRANSITION P-1038 P-1039 AF AT 225 175 AF AT 225 175 "MDP-1" 400A, 3ɸ, 4W, 480/277Vac, 35kAIC, TIN-PLATED COPPER BUS P-1001 P-1002 P-1006 P-1009 E-2.0 HMB HMB HMB PUM P S T A T I O N S I N G L E L I N E D I A G R A M , PA N E L A N D C O N D U I T A N D W I R E S C H E D U L E S PERMITTING ISSUED FOR: DATE: 11/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 L S1 S2 DTSS 480V, 400A 3ɸ, 4W, 3P 100kA OPEN TRANSITION (S.E. RATED) P-1014P-1013 PUMP STATION - SINGLE LINE DIAGRAM SCALE: NTS 1 E-2.0 P-1015 P-1016 SUBMERSIBLE PUMP SP-1 MWTS 30 ME P-1017 SP-1 RVSS TO PCP-1 C-1023 200A 3P C-1024 DSW-1 NEMA 4X SST P-1012P-1011 240kA P-1004 MPC-1 GENERATORDOCKINGSTATION480V, 400A3ɸ, 4W, 4P RVSS IC OC MCP A100 3 300 KVA XX kV-480/277V 3P/4W PAD MOUNTED P-1018 P-1019 SUBMERSIBLE PUMP SP-2 MWTS 30 ME P-1020 SP-2 RVSS 200A 3P DSW-2 NEMA 4X SST RVSS IC OC MCP A100 3 AF AT 100 70 MPC-1 P-1026 A MCP 15 1 5 GRINDER AF AT 100 20 P-1024 P-1025 ETU 400AF 400AT LSI TC-1 TC-1 GRINDER CONTROL PANEL TO PCP-1 C-1023 C-1024 10/30/2025 E-2.1 HMB HMB HMB PUM P S T A T I O N C O N T R O L R I S E R D I A G R A M , CO N D U I T A N D W I R E S C H E D U L E S PERMITTING ISSUED FOR: DATE: 11/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 T: \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ H o l l y S h e l t e r P u m p S t a t i o n \ 3 5 1 4 - A _ E - 2 . 0 E _ S H T S . d w g HB O U R N E 10 / 3 0 / 2 0 2 5 3 : 3 1 P M RTU PANEL - CONTROL RISER DIAGRAM SCALE: NTS 2 E-2.1 LE 1 LIT 1 C-1000 FE 1 FIT 1 EFFLUENT FLOW SP-1 RVSS SP-2 RVSS LSHH 1 TO ANTENNA WET WELL LEVEL RTU-1 GEN-1 ATS-1 C-1002 C-1008 C-1009 C-1017 C-1021SUBMERSIBLE PUMP NO.1 RVSS SUBMERSIBLE PUMP NO.2 RVSS GENERATOR CONTROL PANEL AUTOMATIC TRANSFER SWITCH PUMP CONTROL PANEL PCP-1 C-1012 LS-1 VALVE VAULT CHECK VALVE LIMIT SWITCH C-1006 C-1007 C-1004 C-1005 LSH 3 LSH 2 LSH 1 LSL 1 WET WELL FLOAT SWITCHES C-1020 C-1003C-1001 TERMINAL CABINET TC-1 C-1013 C-1018 P-1031 120V FROM MPC-1 P-1036 120V FROM MPC-1 C-1022 ODOR CONTROL (FUTURE) C-1019 ALARM LIGHT AND HORN C-1015 C-1014 10/30/2025 T: \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ H o l l y S h e l t e r P u m p S t a t i o n \ 3 5 1 4 - A _ E - 3 . 0 E _ S H T S . d w g HB O U R N E 10 / 3 0 / 2 0 2 5 4 : 0 6 P M EL E C T R I C A L D E T A I L S E-3.0 HMB HMB HMB NOTE: 1.CFPUA STANDARD DETAILS SHALL BE MODIFIED SO THAT 480V, 3 PHASE COMPONENTS WILL BE PROVIDED BY SEPARATE EXTERNAL ELECTRICAL EQUIPMENT AND ONLY BE SUPPLIED WITH 120VAC. 2.PCP SHALL BE MODIFIED TO PROVIDE CONTROL SIGNALS TO 3 EXTERNAL PUMP MOTOR CONTROLLERS. PERMITTING ISSUED FOR: DATE: 11/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 10/30/2025 T: \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ H o l l y S h e l t e r P u m p S t a t i o n \ 3 5 1 4 - A _ E - 3 . 0 E _ S H T S . d w g HB O U R N E 10 / 3 0 / 2 0 2 5 4 : 0 6 P M EL E C T R I C A L D E T A I L S E-3.1 HMB HMB HMB PERMITTING ISSUED FOR: DATE: 11/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 10/30/2025 T: \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ H o l l y S h e l t e r P u m p S t a t i o n \ 3 5 1 4 - A _ E - 3 . 0 E _ S H T S . d w g HB O U R N E 10 / 3 0 / 2 0 2 5 4 : 0 7 P M EL E C T R I C A L D E T A I L S E-3.2 HMB HMB HMB PERMITTING ISSUED FOR: DATE: 11/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 10/30/2025 FINISHED GRADE 12" 8" 3" MIN. (TYPICAL) 8" 6" 2"4" 18" GENERATOR ENCLOSURE FUEL TANK (CONSTRUCT PAD BASED UPON DIMENSIONS OF EQUIPMENT ACTUALLY USED) BOLT EQUIPMENT TO PAD AS RECOMMENDED BY EQUIPMENT MANUFACTURER #6 REBAR 12" O.C. EACH WAY 1" CHAMFER 3000 PSI CONCRETE WELDED WIRE FABRIC (6"x6") W2 x W2 MAINTAIN 2" COVER FROM THE TOP OF THE CONCRETE 14" -24" #4 REINFORCING BARS PRIMARY SECONDARY REQUIRED CLEARANCE 82" 36"36" 84" 36" 120" 61" 17" 6" 12"12"34"24"NOTES: 1.PAD TO BE A MINIMUM OF 5 1/2" THICK. 2.SHADED AREA AROUND PAD INDICATES MINIMUM CLEARANCE FROM OBSTRUCTIONS. 3.PIT PAD ONLY. 4.COVER BOTTOM OF PIT WITH 6" GRAVEL. 5.E.C. TO INSTALL THE 1" METER CONDUIT IF REQUIRED FROM THE PUT PAD TO A LOCATION DETERMINED BY UTILITY'S PROJECT ENGINEER. 6.E.C. TO CONTACT UTILITY ENGINEER TO INSPECT PAD FORMS PRIOR TO CONCRETE BEING POURED. 7.CONTRACTOR SHALL SUPPLY CONCRETE MIX AS SHOWN IN THE CONCRETE MIX SPECS. WELDED WIRE FABRIC, #4 REINFORCING BARS AND POUR THE "PIT BOX" PAD. FINISHED GRADE FINISHED GRADE OPEN AREA OPEN AREA PRIMARY SIDE SECONDARY SIDE 6" GRAVEL 6" DIRT SIDE VIEW FRONT VIEW 6" MIN. 6" MIN. 6" MIN.6" MIN. 30" 6" 30" 6" 1"C. METER. SEE NOTE 5. FINISHED GRADE 24" MIN. COVER 4" MINIMUM, 6" MAXIMUM CONCRETE ENCASEMENT AROUND ALL DUCTS 2" (TYP.) DUCTBANK WIDTH AND HEIGHT AS REQUIRED #4 REINFORCING STEEL (U-BAR) SPACED EVERY 36" HORIZONTALLY ALONG LENGTH OF DUCTBANK FORMWORK, SEE NOTE 5 #4 REINFORCING STEEL SPACED EVERY 12" AND AT EVERY CORNER (TYP. 4 SIDES) TIE (TYP.) CONDUIT SIZE(S), QUANTITY AND TYPE AS REQUIRED CONCRETE ENCASEMENT AROUND DUCTS (TYP.) #4 REINFORCING STEEL BARS DRIVEN INTO SOIL OR SET IN CONCRETE PAD, SPACED EVERY 72" HORIZONTALLY ALONG LENGTH OF DUCTBANK (TYP. EACH SIDE) 2" (TYP.) 15 " M I N . L A P SE E N O T E 4 CONDUIT SPACER ASSEMBLY, SIZE AND CONFIGURATION AS REQUIRED #4/0 BARE COPPER GROUNDING CONDUCTOR, INSTALLED INSIDE REINFORCING STEEL CAGE 12 " M I N . SPACING DEPENDS UPON NUMBER OF DUCTS AND TYPE OF SPACERS NOTES: 1.CONCRETE SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH SPECIFICATION SECTION 03100. 2.REINFORCING STEEL AND TIES SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH SPECIFICATION SECTION 03100. OVERLAP FOR REINFORCING STEEL SPLICES ALONG THE DUCTBANK LENGTH SHALL BE 15", MINIMUM. 3.CONDUIT SPACERS ARE REQUIRED IN ACCORDANCE WITH SPECIFICATION SECTION 16135. HORIZONTAL SPACING OF CONDUIT SPACER ASSEMBLIES ALONG LENGTH OF DUCTBANK SHALL BE AS SHOWN IN THE TABLE. 4.FOR DUCTBANKS LESS THAN 15" IN HEIGHT, THE LAP SHALL BE THE HEIGHT OF THE DUCTBANK. 5.IN POOR SOIL CONDITIONS, DUCTBANKS SHALL BE FORMED WITH FORMING MATERIALS TO MAINTAIN 4" OF ENCASEMENT. WHERE SOIL CONDITIONS PERMITAND THE EXCAVATION IS MAINTAINED FOR A 4" MINIMUM TO 10" MAXIMUM ENCASEMENT, THE FORMWORK CAN BE OMITTED. MAX SPACING BETWEEN CONDUIT SPACER ASSEMBLIES CONDUIT SIZE SPACING 1"3 FEET 1 1 4" - 2"5 FEET 2 1 2" - 3"6 FEET 3 12" - 5"7 FEET 6"8 FEET WEST ELEVATION POLYCARBONATE INSTRUMENT SUNSHIELD POWER AND SIGNAL SURGE PROTECTOR. EQUAL TO EDCO TYPE "SLAC" WITH NEMA 4X STAINLESS STEEL 4-20MA SIGNAL CONDUIT CONCRETE FLOOR NORTH ELEVATION 120V POWER CONDUIT 120V POWER WP TOGGLE SWITCH AND RECEPTACLE GROUND SYSTEM 5/8"x20' DRIVEN COPPERCLAD ROD 4'-6" T: \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ H o l l y S h e l t e r P u m p S t a t i o n \ 3 5 1 4 - A _ E - 3 . 0 E _ S H T S . d w g HB O U R N E 10 / 3 0 / 2 0 2 5 4 : 0 7 P M GENERATOR PAD DETAIL SCALE: N.T.S. 1 E-3.3 TYPICAL DUCTBANK DETAIL SCALE: N.T.S. 4 E-3.3 TRANSFORMER PAD DETAIL SCALE: N.T.S. 3 E-3.3 POWERED INSTRUMENT INSTALLATION DETAIL SCALE: N.T.S. 2 E-3.3 EL E C T R I C A L D E T A I L S E-3.3 HMB HMB HMB PERMITTING ISSUED FOR: DATE: 11/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 10/30/2025 JUMPER SIZED PER NEC TABLE 250-66 OR 250-28D SERVICE EQUIPMENT NEUTRAL BAR SERVICE EQUIPMENT GROUND BAR MADE-UP GROUND BUS FIELD INSTALLED TO DRY TYPE TRANSFORMER 3/4" x 10' GROUND ROD GROUND BUSHING ON METALLIC CONDUIT (TYPICAL) GROUND CONDUCTOR PER NEC 250-66 (TYPICAL) GROUND CLAMP TO WATER MAIN (SUPPLY SIDE) PROVIDE JUMPER AROUND WATER VALVE TO SERVICE EQUIPMENT ENCLOSURE PER NEC 250-66 FENCEGATEFENCE COLOR KEYED COMPRESSION TAP (TYPICAL) FLEX BRAID GROUND GRID CONNECTOR 6'-0" 10'-0" NOTES 1.CONNECTORS INSTALLED FOR THE PURPOSE OF BONDING SECTION OF ROUND, SQUARE OR "H" CROSS-SECTION FENCE POSTS AND TOP RAILS OR FOR GROUNDING AND BONDING FENCE TO THE GROUND GRID SYSTEM SHALL BE OF THE "KEEPER BAR" TYPE. 2.COMPRESSION CONNECTORS SHALL BE OF CAST COPPER CONSTRUCTION WITH MINIMUM CONDUCTIVITY OF 60% I.A.C.S. 3."U" BOLTS AND ASSOCIATED STEEL HARDWARE SHALL BE ZINC PLATED AND CHROMATE COATED TO RESIST CORROSION. 6" 6" MIN.9 3/8" 2 1/2" MIN. GROUND GROUND 10" 6" #4 @ 10" (TYPICAL) 2 - #3 CONTINUOUS TIER 22 RATED BOX WITH 9-3/8" DIAMETER x 2" THICK POLYMER CONCRETE PRECAST COVER WITH LIFTING HOLE. CONNECTOR PER SECTION 26 05 26.03 CLASS A1 CONCRETE COLLAR (3/4" SLOP AWAY FROM BOX) TOP OF GRADE #4 @ 10" (TYPICAL) 2 - #3 CONTINUOUS AROUND PERIMETER COMPACTED FILL #4/0 STRANDED BARE COPPER CONDUCTOR CONNECTED TO GROUND ROD CLUSTER GROUP #4/0 STRANDED BARE COPPER GROUND CONDUCTOR TO GROUND RING #57 STONE BASE GROUND ROD PER SECTION 26 05 26.03 NOTE: 1.PRECAST PULLBOX AND COVER SHALL BE OLDCASTLE PART NUMBER 09101187 OR APPROVED EQUAL TABLE 'A' - WORKING CLEARANCES VOLTAGE TO GROUND, NOMINAL CONDITION 1 2 3 MIN. CLEAR DISTANCE (FT.) 0-150 3 3 3 151-600 3 3 1/2 4 NOTE: THIS INCLUDES BUT IS NOT LIMITED TO PANELBOARDS, SAFETY SWITCHES, MOTOR STARTERS, JUNCTION BOXES AND OTHER ELECTRIC EQUIPMENT. 30" OR WIDTH OF EQUIPMENT IF EQUIPMENT IS WIDER THAN 30". DOES NOT HAVE TO BE CENTERED ON THE EQUIPMENT BUT AT LEAST EVEN WITH ONE EDGE. EQUIPMENT DOOR SHALL BE ABLE TO OPEN AT LEAST 90 DEGREES. WHERE THE CONDITIONS ARE AS FOLLOWING: 1.EXPOSED LIVE PARTS ON ONE SIDE AND NO LIVE OR GROUNDED PARTS ON THE OTHER SIDE OF THE WORKING SPACE, OR EXPOSED LIVE PARTS ON BOTH SIDES EFFECTIVELY GUARDED BY SUITABLE WOOD OR OTHER INSULATING MATERIALS. INSULATED WIRE OR INSULATED BUSBARS OPERATING AT NOT OVER 300 VOLTS SHALL NOT BE CONSIDERED LIVE PARTS. 2.EXPOSED LIVE PARTS ON ONE SIDE AND GROUNDED PARTS ON THE OTHER SIDE. 3.EXPOSED LIVE PARTS ON BOTH SIDES OF THE WORK SPACE (NOT GUARDED AS PROVIDED IN CONDITION 1) WITH THE OPERATOR BETWEEN. ALL ELECTRIC EQUIPMENT NOTE: NO PIPING, DUCTS, OR EQUIPMENT FOREIGN TO THE ELECTRICAL EQUIPMENT OR ARCHITECTURAL APPURTENANCES SHALL BE PERMITTED TO BE INSTALLED IN, ENTER, OR PASS THROUGH THE DEDICATED SPACES SHOWN ABOVE. 6 1/2' MIN. SEE TABLE 'A' THIS DISTANCE NOTE: THIS FIGURE ILLUSTRATES THE WORKING SPACE IN FRONT OF ELECTRIC EQUIPMENT REQUIRED BY SECTION 110-26 OF THE NATIONAL ELECTRIC CODE LIGHT FIXTURE PANELBOARD EXCLUSIVELY DEDICATED SPACE STRUCTURAL CEILING SUSPENDED CEILING WALL DEDICATED SPACE CONTINUES THROUGH SUSPENDED CEILING TO 6 FEET ABOVE EQUIPMENT OR STRUCTURAL CEILING, WHICHEVER IS LOWER. STRUCTURAL CEILING SUSPENDED CEILING WALL LIGHT FIXTURE PANELBOARD EXCLUSIVELY DEDICATED SPACE EXCLUSIVELY DEDICATED SPACE PANELBOARD NOTE: THIS FIGURE ILLUSTRATES THE ADDITIONAL EXCLUSIVELY DEDICATED SPACE REQUIRED OVER AND UNDER PANELBOARDS FOR CABLES, RACEWAYS, ETC. TO AND FROM PANELBOARDS REQUIRED BY THE NATIONAL ELECTRICAL CODE. T: \ P r o j e c t s \ N e w _ H a n o v e r _ C o u n t y - 3 5 1 4 \ A - H o l l y S h e l t e r B u s i n e s s \ _ C A D D \ S h e e t S e t s \ H o l l y S h e l t e r P u m p S t a t i o n \ 3 5 1 4 - A _ E - 3 . 0 E _ S H T S . d w g HB O U R N E 10 / 3 0 / 2 0 2 5 4 : 0 7 P M FENCE GROUNDING DETAIL SCALE: N.T.S. 1 E-3.4 SERVICE GROUNDING DETAIL SCALE: N.T.S. 3 E-3.4 EL E C T R I C A L D E T A I L S E-3.4 HMB HMB HMB GROUND ROD TEST WELL DETAIL SCALE: N.T.S. 2 E-3.4 DEDICATED WORKING SPACE REQUIREMENTS FOR ELECTRICAL EQUIPMENT SCALE: N.T.S. 4 E-3.04 PERMITTING ISSUED FOR: DATE: 11/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 PERMITTING ISSUED FOR: DATE: 11/2025 DRAWN BY: CHECKED BY: PROJECT NO.: DESIGNED BY: 3514-A FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y NE W H A N O V E R C O U N T Y HO L L Y S H E L T E R B U S I N E S S P A R K RE V I S I O N S 12 0 N o r t h B o y l a n A v e n u e · R a l e i g h , N C 2 7 6 0 3 - 1 4 2 3 (9 1 9 ) 8 2 8 - 0 5 3 1 · t h e w o o t e n c o m p a n y . c o m Li c e n s e N u m b e r : F - 0 1 1 5 10/30/2025