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HomeMy WebLinkAboutPlan Set 51-60RB 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