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DRAINAGE STRUCTURE SCHEDULE DRAINAGE STRUCTURE SCHEDULE DRAINAGE STRUCTURE SCHEDULE LE
STRUCTURE NO. PIPE PIPE PIPE PIPE UPPER LOWER UPSTREAM STRUCTURE DATA STRUCTURE NO. PIPE PIPE PIPE PIPE UPPER LOWER UPSTREAM STRUCTURE DATA STRUCTURE NO. PIPE PIPE PIPE PIPE UPPER LOWER UPSTREAM STRI UP STRM DN STRM SLOPE DIA. LENGTH MATRL INV. INV. TOP ELEV. DEPTH TYPE NOTES UP STRM DN STRM SLOPE DIA. LENGTH MATRL INV. INV. TOP ELEV. DEPTH TYPE NOTES UP STRM DN STRM SLOPE DIA. LENGTH MATRL INV. INV. TOP ELEV. DEPTH UPSTREAM STRUCTURE DATA GRADING NOTES
IN ) FT) F FT F IN F F FT F FT IN F FT F F V. DEPTH TYPE NOTES
F GRADING LEGEND
Al A2 1.09% 15 110 RCP 806.00 804.80 809.60 3.60 DI B1 B2 2.60% 15 50 RCP 816.40 815.10 819.90 3.50 DI E1 E2 1.570/. 48 74 RCP 748.90 747.74 754.05 5.15 A2 A3 1.00% 15 20 RCP 804.70 804.50 809.40 4.70 DI B2 B3 1.01% 15 178 RCP 815.00 813.20 818.60 3.60 DI 35 5.15 HDWL 1. ALL CONSTRUC110N SHALL BE IN ACCORDANCE WITH ALL TOWN EXISTING CONTOURS ADDENDUM N0.1 OF VASS AND NCDOT STANDARDS AND SPECIFICATIONS.' DPI REVIEW COMMENTS
A3 A4 3.37°/ 15 172 RCP 804.40 798.60 810.84 6.44 CB B3 B4 2.42% 15 196 RCP 813.10 808.35 818.60 5.50 DI F1 F2 1.32/ 15 38 RCP 778.90 778.40 782.78 3.88 78 3.88 CB 2. ALL SPOT ELEVATIONS INDICATED AT CURB AND GUTTER ARE 11/21/08
A5 A4 A6 A5 19.111°/ .1 118 5 72 78 RCP RCP 790798.80 .50 791 790.00 .05 795805.50 .50 47.70 .00 C DI B B4 B5 1.04% 24 164 RCP 808.10 806.40 818.60 10.50 DI F2 F3 1.11% 15 54 RCP 778.30 777.70 782.78 4.48 78 4.48 CB TO TOP OF CURB UNLESS OTHERWISE SHOWN. FINAL CONTOURS
A6 A7 1.15°/ 18 52 RCP 789.90 789.30 797.00 7.10 MH B5 B6 5.50% 24 140 RCP 806.30 798.60 813.50 7.20 DI F3 F4 1.00'/ 15 30 RCP 777.60 777.30 782.18 4.58 18 4.58 CB GUILF. CO. SW REV. COM.
A7 A8 2.26% 18 164 RCP 789.20 785.50 795.40 6.20 MH B6 B7 10.00% 24 22 RCP 798.50 796.30 813.45 14.95 CB F4 F5 1.04% 18 48 RCP 777.20 776.70 782.09 4.89 39 4.89 CB 3. TOTAL DISTRURBED AREA = 28 AC. 270.4' EXISTING SURVEY SPOT ELEVATION 2 33 5.73 CB 12/30/08
A8 A9 1.48°/ 24 128 RCP 785.00 783.10 792.00 7.00 DI B7 B8 10.00% 24 132 RCP 796.20 783.00 813.45 17.25 CB F5 F6 1.08% 18 74 RCP 776.60 775.80 782.33 5.73 A9 A10 2.93°/ 24 82 RCP 783.00 780.60 795.10 12.10 CB F6 F7 2.73% 18 22 RCP 775.70 775.10 782.20 6.50 20 6.50 CB 4. CONTRACTOR SHALL ADJUST ALL EXISTING VAULTS, MANHOLES, DW SUBMITTAL 1
A10 All 4.78°/ 24 92 RCP 780.50 776.10 792.00 11.50 CB B9 B3 8.00% 15 40 RCP 816.40 813.20 819.90 3.50 DI F7 F8 6.90'/ 18 42 RCP 775.00 772.10 782.20 7.20 20 7.20 CB STORM DRAIN STRUCTURES, CLEANOUTS, ETC. AS NEEDED TO 270.50T PROPOSED TOP OF CURB SPOT ELEVATION Q
All A12 7.72°/ 24 162 RCP 776.00 763.50 788.80 12.80 CB F8 F9 7.39'/ 18 92 RCP 769.90 763.10 783.25 13.35 25 13.35 CB MATCH FINISH GRADE. 3 5/12/09 30 15.00 MH
A12 A13 8.51% 30 94 RCP 763.00 755.00 783.50 20.50 CB B10 B4 1.21% 18 116 RCP 810.00 808.60 813.90 3.90 YI F9 F10 7.00'/ 24 50 RCP 763.00 759.50 778.00 15.00 5. ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE 270.50 PROPOSED GROUND/PAVEMENT ELEVATION
A14 A4 5.08°/ 15 126 RCP 805.00 798.60 810.60 5.60 DI 1311 B12 1.03% 15 136 RCP 815.10 813.70 818.60 3.50 DI Fll F12 1.00'/ 15 30 RCP 778.20 777.90 782.18 3.98 18 3.98 CB PERFORMED BY THE OWNERS INDEPENDENT TESTING LABORATORY.
B12 B13 1.04% 15 144 RCP 813.60 812.10 818.60 5.00 DI F12 F4 1.32% 15 38 RCP 777.80 777.30 782.09 4.29 A15 A5 0.91% 15 104 RCP 792.00 791.05 795.50 3.50 DI B13 B14 1.01% 15 178 RCP 812.00 810.20 818.60 6.60 DI 39 4.29 CB (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION) STORM STRUCTURE NUMBER 29
B14 B15 7.88% 15 120 RCP 810.10 800.65 818.60 8.50 DI F13 F8 8.93% 18 56 RCP 775.00 770.00 776.65 1.65 6. ALL STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER 55 1.65 FES PROTECTION AFTER STOPPAGE OF WORK EACH DAY. SEE DETAIL
A16 A6 9.17°/ 15 18 RCP 791.80 790.15 796.00 4.20 DI B15 B6 10.00% 18 14 RCP 800.40 799.00 812.20 11.80 DI ON SHEET C701. EXISTING STORM DRAIN PIPE
F14 F15 1.52% 15 230 RCP 772.50 769.00 776.00 3.50 A17 A7 9.72°/ 15 18 RCP 791.20 789.45 795.45 4.25 CB C1 C2 1.04% 18 212 RCP 810.00 807.80 813.90 3.90 YI F15 F9 7.60'/ 15 50 RCP 768.90 765.10 772.50 3.60 30 3.50 YI 50 3.60 YI 7. EXISTING VEGETATION WITHIN TREE PROTECTION AREAS SHALL drawn: CLH
C2 C3 5.00% 18 114 RCP 807.70 802.00 816.00 8.30 DI REMAIN UNDISTURBED UNLESS NOTED OTHERWISE PROPOSED STORM DRAIN PIPE checked: CLH
A18 A19 1.05°/ 15 86 RCP 791.10 790.20 795.10 4.00 DI G1 G2 7.25% 15 40 RCP 790.00 787.10 795.40 5.40 A19 A8 5.44°/ 15 80 RCP 790.10 785.75 795.50 5.40 DI D1 D2 1.92% 18 130 RCP 790.50 788.00 792.15 1.65 FES G2 F2 3.07% 15 280 RCP 787.00 778.40 794.50 7.50 40 5.40 CB 8. ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO date: 10/24/2008
D2 D4 1.81% 24 116 RCP 785.60 783.50 798.50 12.90 CB 50 7.50 CB REMAIN WHICH ARE DAMAGED DURING DEMOLITION OR TREE PROTECTION FENCE comm. no.: 0440102
A20 A10 3.77°/ 15 126 RCP 786.00 781.25 790.00 4.00 CB D4 D5 3.03% 24 244 RCP 783.40 776.00 800.00 16.60 CB H1 H2 5.29'/ 48 210 RCP 764.00 752.90 781.00 17.00 CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR 30 17.00 HDWL UTILIZING A LICENSED LANDSCAPE CONTRACTOR AT NO
A21 All 9.77°/ 15 64 RCP 783.00 776.75 787.80 4.80 CB PROPOSED FOUNDAl10N DRAIN ADDITIONAL COST TO THE OWNER.
D6 D7 1.14% 15 44 RCP 792.50 792.00 796.68 4.18 DI J3 J4 4.21% 15 38 RCP 771.80 770.20 775.83 4.03 33 4.03 CB 33 5.73 CB 9. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE
A22 A23 2.19% 15 32 RCP 788.30 787.60 791.80 3.50 CB D7 D8 1.07% 15 84 RCP 791.90 791.00 795.80 3.90 DI J4 J5 9.86% 18 72 RCP 770.10 763.00 775.83 5.73 A23 A24 1.07°/ 15 122 RCP 787.50 786.20 791.00 3.50 DI D8 D9 1.04% 15 96 RCP 790.90 789.90 795.80 4.90 DI CODES IN OBSERVING EROSION CONTROL MEASURES BOTH
A24 A25 1.04°/ 15 82 RCP 786.10 785.25 795.55 9.45 CB D9 D10 1.06% 18 104 RCP 787.40 786.30 795.00 7.60 CB J6 J7 1.05% 15 38 RCP 771.80 771.40 775.81 4.01 31 4.01 CB ON AND OFF-SITE.
A25 A26 8.66% 18 82 RCP 785.00 777.90 792.00 7.00 CB D10 D2 1.04% 18 48 RCP 786.20 785.70 796.00 9.80 CB J7 J8 1.09'/ 15 46 RCP 771.30 770.80 775.81 4.51 31 4.51 CB 10. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL GRADING PLAN 48 4.78 CB DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED BY STATE
A26 A27 10.00% 18 40 RCP 777.80 773.80 788.30 10.50 CB J8 J4 1.09'/ 15 46 RCP 770.70 770.20 775.48 4.78 A27 A12 10.00% 18 102 RCP 773.70 763.50 787.00 13.30 CB Dll D12 1.05% 15 38 RCP 791.50 791.10 795.30 3.80 DI
D12 D10 1.50% 15 100 RCP 791.00 789.50 795.60 4.60 CB J9 J8 1.58% 15 38 RCP 771.40 770.80 775.48 4.08 48 4.08 CB AUTHORITIES OR THE ARCHITECT. h
A28 A27 8.57°/ 15 70 RCP 779.95 773.95 783.95 4.00 CB 11. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE
A29 A12 10.00% 15 60 RCP 770.25 764.25 782.50 12.25 CB DISPOSAL OF ALL CLEARING AND GRADING WASTE MATERIALS GENERATED DURING CONSTRUCTION AND FOR OBTAINING
ALL APPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND/OR GRAPHIC SCALE
NOTES LEGEND WASTE AREAS.
1. TOP ELEV. OF W IS RIM OF SURFACE INFLUENT, DI IS TOP OF 3 ALL DOWNSIREAM OUTLET STRUCTURES SHALL BE CB CATCH BASIN, SEE DETAIL SHEET C7.P. PO POND OUTLET GRATE, MH AND GMH IS TOP OF RIM, AND CS IS TOP OF HOOD. CONCRETE FLARED END SEC71ONS (FES) UNLESS DI DROP INLET, SEE DETAIL SHEET C7.1. PVC POLYVINYL CHLORIDE PIPE, SEE SPECS 40 0 20 40 80 180 C3,1
OTHERISE FES FLARED END SEC71ON RCP REINFORCED CONCRETE PIPE, SEE SPECS
2 RffER TO U11UTY PLAN FOR ROOF DRAINAGE LATERAL PIPES HOPE HIGH-DENSITY POLYETHYLENE PIPE, SEE SPECS n OPEN THROAT YARD INLET, SEE DETAIL SHEET C7.1.
MH MANHOLE, SEE DETAIL SHEET C7.3 1 STRUCTURE ID. NO. ( IN FEET ) 1 inch = 40 ft.

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I ~ ~ ~ v ~ ~ 6 ~ ~ S1¢-~ ~ ~ ~ ~ ~ ~ ~ I PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS 7 .38 / V ~ / ~ I I I ~ I ~ ~ SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FlRM, OR ~ ~ I~ ~ 810.86 ~ ~ ~ I ~ ~ ~ ~ CORPORATION FOR ANY PURPOSE WHATSOEVER IWTHOUT 7HE
~ i / ounEr orECrioN ~ v v v ~ ~ ~ ~ v V ~ ~ \ ~ ~ ~ ~ ~ ~ ~ ~ I ~ ~ ~ I ~ WRITTEN PERMISSION OF SCHENKELSHULTZ. WRITTEN DIMENSIONS ON ~ ~ ~ ~ ~ ~ ~ ~ I I ~ ~ ~ THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE
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~ ~ ~ / CL S 1 RIPRA V A v v v~ ~ \ ~ ~ ~ ~ ~ A v ~ v ~ ~ X90 ~ ~ ~ ~ A/ ~ 79., 795.6 ~ A ~ 796.75 PPER LEVEL ~ ~ ~ ~ J. ~ ~ ~ I ~ ~ MUST BE NORFm OF ANY VARIATION FROM 1FE DIMENSIONS AND \ \ ~ 81 O.76 ~ ~ ~ ~ ~ Q ~ ~ ~ CONDITIONS SHOWN BY THESE DRAWINGS SHOP DETAILS MUST BE
i ~ ~ DRAINAGE ACCESS & v v ~ ~ ~ , ~ ~ ~ ~ ~ y~ ~ 796. I I ~ ~ V ~ ~ ~ ~ ~ ~ F. E. S ~ 1 ~ OO ~ / ~ ~ ~ ~ ~ ~ ~ ~ SUBMI77ED TO 7HIS OFFlCE FOR APPROVAL BEFORE PROCEEDING 796. ~ \ ~ / \ ~ ~1 ~ ~ ~ ~ ~ ~ ~ WITH FABRICA71ON. CONFlDENIIAL COPYRIGHT 2005 ~ ~ ~ ~ ~ ~ ~ \ SCHENKELSHULTZ. WARNINQ REPRODUCTION HEREOF IS A CRIMINAL
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DRAINAGE STRUCTURE SCHEDULE DRAINAGE STRUCTURE SCHEDULE DRAINAGE STRUCTURE SCHEDULE LE
STRUCTURE NO. PIPE PIPE PIPE PIPE UPPER LOWER UPSTREAM STRUCTURE DATA STRUCTURE NO. PIPE PIPE PIPE PIPE UPPER LOWER UPSTREAM STRUCTURE DATA STRUCTURE NO. PIPE PIPE PIPE PIPE UPPER LOWER UPSTREAM STRI UP STRM DN STRM SLOPE DIA. LENGTH MATRL INV. INV. TOP ELEV. DEPTH TYPE NOTES UP STRM DN STRM SLOPE DIA. LENGTH MATRL INV. INV. TOP ELEV. DEPTH TYPE NOTES UP STRM DN STRM SLOPE DIA. LENGTH MATRL INV. INV. TOP ELEV. DEPTH UPSTREAM STRUCTURE DATA GRADING NOTES
IN (FT) FT) FT F IN F F FT F T) (FT) I I IN F FT F F V. DEPTH TYPE NOTES
F GRADING LEGEND
Al A2 1.09% 15 110 RCP 806.00 804.80 809.60 3.60 DI B1 B2 2.60°/ 15 50 RCP 816.40 815.10 819.90 3.50 DI E1 E2 1.570/. 48 74 RCP 748.90 747.74 754.05 5.15 A2 A3 1.00% 15 20 RCP 804.70 804.50 809.40 4.70 DI B2 B3 1.01% 15 178 RCP 815.00 813.20 818.60 3.60 DI 35 5.15 HDWL 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL TOWN EXISTING CONTOURS ADDENDUM N0.1 OF VASS AND NCDOT STANDARDS AND SPECIFICATIONS. DPI REVIEW COMMENTS
A3 A4 3.37°/ 15 172 RCP 804.40 798.60 810.84 6.44 CB B3 B4 2.42% 15 196 RCP 813.10 808.35 818.60 5.50 DI F1 F2 1.32% 15 38 RCP 778.90 778.40 782.78 3.88 78 3.88 CB 2. ALL SPOT ELEVATIONS INDICATED AT CURB AND GUTTER ARE 11/21/08
A4 A5 9.55°/ 15 78 RCP 798.50 791.05 805.50 7.00 CB B4 B5 1.04% 24 164 RCP 808.10 806.40 818.60 10.50 DI F2 F3 1.11% 15 54 RCP 778.30 777.70 782.78 4.48 A5 A6 1.11% 18 72 RCP 790.80 790.00 795.50 4.70 DI 78 4.48 CB TO TOP OF CURB UNLESS OTHERWISE SHOWN. FINAL CONTOURS
A6 A7 1.15°/ 18 52 RCP 789.90 789.30 797.00 7.10 MH B5 B6 5.50% 24 140 RCP 806.30 798.60 813.50 7.20 DI F3 F4 1.00/ 15 30 RCP 777.60 777.30 782.18 4.58 18 4.58 CB GUILF. CO. SW REV. COM.
A7 A8 2.26% 18 164 RCP 789.20 785.50 795.40 6.20 MH B6 B7 10.00% 24 22 RCP 798.50 796.30 813.45 14.95 CB F4 F5 1.04% 18 48 RCP 777.20 776.70 782.09 4.89 39 4.89 CB 3. TOTAL DISTRURBED AREA = 28 AC. 270.4' EXISTING SURVEY SPOT ELEVATION 2 33 5.73 CB 12/30/08
A8 A9 1.48°/ 24 128 RCP 785.00 783.10 792.00 7.00 DI B7 B8 10.00% 24 132 RCP 796.20 783.00 813.45 17.25 CB F5 F6 1.08% 18 74 RCP 776.60 775.80 782.33 5.73 A9 A10 2.93°/ 24 82 RCP 783.00 780.60 795.10 12.10 CB F6 F7 2.73% 18 22 RCP 775.70 775.10 782.20 6.50 20 6.50 CB 4. CONTRACTOR SHALL ADJUST ALL EXISTING VAULTS, MANHOLES, DW SUBMITTAL 1
A10 All 4.78°/ 24 92 RCP 780.50 776.10 792.00 11.50 CB B9 B3 8.00% 15 40 RCP 816.40 813.20 819.90 3.50 DI F7 F8 6.90'/ 18 42 RCP 775.00 772.10 782.20 7.20 20 7.20 CB STORM DRAIN STRUCTURES, CLEANOUTS, ETC. AS NEEDED TO 270.50T PROPOSED TOP OF CURB SPOT ELEVATION Q
All A12 7.72°/ 24 162 RCP 776.00 763.50 788.80 12.80 CB F8 F9 7.39'/ 18 92 RCP 769.90 763.10 783.25 13.35 25 13.35 CB MATCH FINISH GRADE. 3 5/12/09 30 15.00 MH
A12 A13 8.51% 30 94 RCP 763.00 755.00 783.50 20.50 CB B10 B4 1.21% 18 116 RCP 810.00 808.60 813.90 3.90 YI F9 F10 7.00'/ 24 50 RCP 763.00 759.50 778.00 15.00 5. ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE 270.50 PROPOSED GROUND/PAVEMENT ELEVATION
A14 A4 5.08°/ 15 126 RCP 805.00 798.60 810.60 5.60 DI 1311 B12 1.03% 15 136 RCP 815.10 813.70 818.60 3.50 DI Fll F12 1.00'/ 15 30 RCP 778.20 777.90 782.18 3.98 18 3.98 CB PERFORMED BY THE OWNERS INDEPENDENT TESTING LABORATORY.
B12 B13 1.04% 15 144 RCP 813.60 812.10 818.60 5.00 DI F12 F4 1.32% 15 38 RCP 777.80 777.30 782.09 4.29 A15 A5 0.91% 15 104 RCP 792.00 791.05 795.50 3.50 DI B13 B14 1.01% 15 178 RCP 812.00 810.20 818.60 6.60 DI 39 4.29 CB (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION) STORM STRUCTURE NUMBER 29
B14 B15 7.88% 15 120 RCP 810.10 800.65 818.60 8.50 DI F13 F8 8.93% 18 56 RCP 775.00 770.00 776.65 1.65 6. ALL STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER 55 1.65 FES PROTECTION AFTER STOPPAGE OF WORK EACH DAY. SEE DETAIL
A16 A6 9.17°/ 15 18 RCP 791.80 790.15 796.00 4.20 DI B15 B6 10.00% 18 14 RCP 800.40 799.00 812.20 11.80 DI ON SHEET C701. EXISTING STORM DRAIN PIPE
F14 F15 1.52% 15 230 RCP 772.50 769.00 776.00 3.50 A17 A7 9.72°/ 15 18 RCP 791.20 789.45 795.45 4.25 CB C1 C2 1.04% 18 212 RCP 810.00 807.80 813.90 3.90 YI F15 F9 7.60'/ 15 50 RCP 768.90 765.10 772.50 3.60 30 3.50 YI 50 3.60 YI 7. EXISTING VEGETATION WITHIN TREE PROTECTION AREAS SHALL drawn: CLH
C2 C3 5.00% 18 114 RCP 807.70 802.00 816.00 8.30 DI REMAIN UNDISTURBED UNLESS NOTED OTHERWISE PROPOSED STORM DRAIN PIPE checked: CLH
A18 A19 1.05°/ 15 86 RCP 791.10 790.20 795.10 4.00 DI G1 G2 7.25% 15 40 RCP 790.00 787.10 795.40 5.40 A19 A8 5.44°/ 15 80 RCP 790.10 785.75 795.50 5.40 DI D1 D2 1.92% 18 130 RCP 790.50 788.00 792.15 1.65 FES G2 F2 3.07% 15 280 RCP 787.00 778.40 794.50 7.50 40 5.40 CB 8. ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO date: 10/24/2008
D2 D4 1.81% 24 116 RCP 785.60 783.50 798.50 12.90 CB 50 7.50 CB REMAIN WHICH ARE DAMAGED DURING DEMOLITION OR TREE PROTECTION FENCE comm. no.: 0440102
A20 A10 3.77°/ 15 126 RCP 786.00 781.25 790.00 4.00 CB D4 D5 3.03% 24 244 RCP 783.40 776.00 800.00 16.60 CB H1 H2 5.29'/ 48 210 RCP 764.00 752.90 781.00 17.00 CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR 30 17.00 HDWL UTILIZING A LICENSED LANDSCAPE CONTRACTOR AT NO
A21 All 9.77°/ 15 64 RCP 783.00 776.75 787.80 4.80 CB PROPOSED FOUNDAl10N DRAIN ADDITIONAL COST TO THE OWNER.
D6 D7 1.14% 15 44 RCP 792.50 792.00 796.68 4.18 DI J3 J4 4.21% 15 38 RCP 771.80 770.20 775.83 4.03 33 4.03 CB 33 5.73 CB 9. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE
A22 A23 2.19% 15 32 RCP 788.30 787.60 791.80 3.50 CB D7 D8 1.07% 15 84 RCP 791.90 791.00 795.80 3.90 DI J4 J5 9.86% 18 72 RCP 770.10 763.00 775.83 5.73 A23 A24 1.07°/ 15 122 RCP 787.50 786.20 791.00 3.50 DI D8 D9 1.04% 15 96 RCP 790.90 789.90 795.80 4.90 DI CODES IN OBSERVING EROSION CONTROL MEASURES BOTH
A24 A25 1.04°/ 15 82 RCP 786.10 785.25 795.55 9.45 CB D9 D10 1.06% 18 104 RCP 787.40 786.30 795.00 7.60 CB J6 J7 1.05% 15 38 RCP 771.80 771.40 775.81 4.01 31 4.01 CB ON AND OFF-SITE.
A25 A26 8.66% 18 82 RCP 785.00 777.90 792.00 7.00 CB D10 D2 1.04% 18 48 RCP 786.20 785.70 796.00 9.80 CB J7 J8 1.09'/ 15 46 RCP 771.30 770.80 775.81 4.51 31 4.51 CB 10. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL GRADING PLAN 48 4.78 CB DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED BY STATE
A26 A27 10.00% 18 40 RCP 777.80 773.80 788.30 10.50 CB J8 J4 1.09'/ 15 46 RCP 770.70 770.20 775.48 4.78 A27 A12 10.00% 18 102 RCP 773.70 763.50 787.00 13.30 CB Dll D12 1.05% 15 38 RCP 791.50 791.10 795.30 3.80 DI
D12 D10 1.50% 15 100 RCP 791.00 789.50 795.60 4.60 CB J9 J8 1.58% 15 38 RCP 771.40 770.80 775.48 4.08 48 4.08 CB AUTHORITIES OR THE ARCHITECT. h
A28 A27 8.57°/ 15 70 RCP 779.95 773.95 783.95 4.00 CB 11. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE
A29 A12 10.00% 15 60 RCP 770.25 764.25 782.50 12.25 CB DISPOSAL OF ALL CLEARING AND GRADING WASTE MATERIALS GENERATED DURING CONSTRUCTION AND FOR OBTAINING
ALL APPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND/OR GRAPHIC SCALE
NOTES LEGEND WASTE AREAS.
1. TOP ELEV. OF W IS RIM OF SURFACE INFLUENT, DI IS TOP OF 3 ALL DOWNSIREAM OUTLET STRUCTURES SHALL BE CB CATCH BASIN, SEE DETAIL SHEET C7.P. PO POND OUTLET GRATE MH AND GMH IS TOP OF RIM, AND CS IS TOP OF HOOD. CONCRETE FLARED END SECTIONS (FES) UNLESS DI DROP INLET, SEE DETAIL SHEET C7.2. PVC POLYVINYL CHLORIDE PIPE, SEE SPECS 40 0 20 40 80 180 C3,2
OTHERISE FES FLARED END SECTION RCP REINFORCED CONCRETE PIPE, SEE SPECS ~%pwi~11111!i
2 REFER TO UTILITY PLAN FOR ROOF DRAINAGE LATERAL PIPES HOPE HIGH-DENSITY POLYETHYLENE PIPE, SEE SPECS n OPEN THROAT YARD INLET, SEE DETAIL SHEET C7.2.
MH MANHOLE, SEE DETAIL SHEET C7.3 1 STRUCTURE ID. NO. ( IN FEET ) 1 inch = 40 ft.

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j ~ ~ ~ ~ ~ / / / SE DETAIL ASH T G~7. ~ ~ ~ ~ ~ ~ ~ / ' ~ ~ ~ ~ ' 1 ~ ~ ~ ~ ~ ~ ~ ~ ~ I ~ ~ gMENSIONS CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ~ ~ ~ I I ~ ~ ~ ~ k ~ ~ ALL DIMENSIONS AND CONDTIONS ON THE JOB AND THIS OFFlCE
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DRAINAGE STRUCTURE SCHEDULE DRAINAGE STRUCTURE SCHEDULE DRAINAGE STRUCTURE SCHEDULE LE
STRUCTURE NO. PIPE PIPE PIPE PIPE UPPER LOWER UPSTREAM STRUCTURE DATA STRUCTURE NO. PIPE PIPE PIPE PIPE UPPER LOWER UPSTREAM STRUCTURE DATA STRUCTURE NO. PIPE PIPE PIPE PIPE UPPER LOWER UPSTREAM STRI UP STRM DN STRM SLOPE DIA. LENGTH MATRL INV. INV. TOP ELEV. DEPTH TYPE NOTES UP STRM DN STRM SLOPE DIA. LENGTH MATRL IN V. INV. TOP ELEV. DEPTH TYPE NOTES UP STRM DN STRM SLOPE DIA LENGTH MATRL INV. INV. TOP ELEV. DEPTH UPSTREAM STRUCTURE DATA GRADING NOTES
IN (FT) FT) FT F IN F F FT F F IN F FT FT FT V. DEPTH TYPE NOTES (FT) GRADING LEGEND
Al A2 1.09% 15 110 RCP 806.00 804.80 809.60 3.60 DI 131 B2 2.60% 15 50 RCP 816.40 815.10 819.90 3.50 DI E1 E2 1.570/. 48 74 RCP 748.90 747.74 754.05 5.15 A2 A3 1.00% 15 20 RCP 804.70 804.50 809.40 4.70 DI 132 B3 1.01% 15 178 RCP 815.00 813.20 818.60 3.60 DI 35 5.15 HDWL 1. ALL CONSTRUC110N SHALL BE IN ACCORDANCE WITH ALL TOWN EXISTING CONTOURS ADDENDUM N0.1 OF VASS AND NCDOT STANDARDS AND SPECIFICATIONS. DPI REVIEW COMMENTS
A3 A4 3.37°/ 15 172 RCP 804.40 798.60 810.84 6.44 CB 133 B4 2.42% 15 196 RCP 813.10 808.35 818.60 5.50 DI F1 F2 1.32'/ 15 38 RCP 778.90 778.40 782.78 3.88 78 3.88 CB 2. ALL SPOT ELEVATIONS INDICATED AT CURB AND GUTTER ARE 11/21/08
A4 A5 9.55°/ 15 78 RCP 798.50 791.05 805.50 7.00 CB B4 B5 1.04% 24 164 RCP 808.10 806.40 818.60 10.50 DI F2 F3 1.11% 15 54 RCP 778.30 777.70 782.78 4.48 A5 A6 1.11% 18 72 RCP 790.80 790.00 795.50 4.70 DI 78 4.48 CB TO TOP OF CURB UNLESS OTHERWISE SHOWN. FINAL CONTOURS
A6 A7 1.15°/ 18 52 RCP 789.90 789.30 797.00 7.10 MH B5 B6 5.50% 24 140 RCP 806.30 798.60 813.50 7.20 DI F3 F4 1.00'/ 15 30 RCP 777.60 777.30 782.18 4.58 18 4.58 CB GUILF. CO. SW REV. COM.
A7 A8 2.26% 18 164 RCP 789.20 785.50 795.40 6.20 MH 136 B7 10.00% 24 22 RCP 798.50 796.30 813.45 14.95 CB F4 F5 1.04% 18 48 RCP 777.20 776.70 782.09 4.89 39 4.89 CB 3. TOTAL DISTRURBED AREA = 28 AC. 270.4' EXISTING SURVEY SPOT ELEVATION 2 33 5.73 CB 12/30/08
A8 A9 1.48°/ 24 128 RCP 785.00 783.10 792.00 7.00 DI B7 B8 10.00% 24 132 RCP 796.20 783.00 813.45 17.25 CB F5 F6 1.08% 18 74 RCP 776.60 775.80 782.33 5.73 A9 A10 2.93°/ 24 82 RCP 783.00 780.60 795.10 12.10 CB F6 F7 2.73% 18 22 RCP 775.70 775.10 782.20 6.50 20 6.50 CB 4. CONTRACTOR SHALL ADJUST ALL EXISTING VAULTS, MANHOLES, DW SUBMITTAL 1
A10 All 4.78°/ 24 92 RCP 780.50 776.10 792.00 11.50 CB B9 B3 8.00% 15 40 RCP 816.40 813.20 819.90 3.50 DI F7 F8 6.90'/ 18 42 RCP 775.00 772.10 782.20 7.20 20 7.20 CB STORM DRAIN STRUCTURES, CLEANOUTS, ETC. AS NEEDED TO 270.50T PROPOSED TOP OF CURB SPOT ELEVATION Q
All A12 7.72°/ 24 162 RCP 776.00 763.50 788.80 12.80 CB F8 F9 7.39'/ 18 92 RCP 769.90 763.10 783.25 13.35 25 13.35 CB MATCH FINISH GRADE. 3 5/12/09 30 15.00 MH
A12 A13 8.51% 30 94 RCP 763.00 755.00 783.50 20.50 CB B10 B4 1.21% 18 116 RCP 810.00 808.60 813.90 3.90 YI F9 F10 7.00'/ 24 50 RCP 763.00 759.50 778.00 15.00 5. ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE 270.50 PROPOSED GROUND/PAVEMENT ELEVATION
A14 A4 5.08°/ 15 126 RCP 805.00 798.60 810.60 5.60 DI 1311 B12 1.03% 15 136 RCP 815.10 813.70 818.60 3.50 DI Fll F12 1.00'/ 15 30 RCP 778.20 777.90 782.18 3.98 18 3.98 CB PERFORMED BY THE OWNERS INDEPENDENT TESTING LABORATORY.
B12 B13 1.04% 15 144 RCP 813.60 812.10 818.60 5.00 DI F12 F4 1.32'/ 15 38 RCP 777.80 777.30 782.09 4.29 A15 A5 0.91% 15 104 RCP 792.00 791.05 795.50 3.50 DI B13 B14 1.01% 15 178 RCP 812.00 810.20 818.60 6.60 DI 39 4.29 CB (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION) STORM STRUCTURE NUMBER 29
B14 B15 7.88% 15 120 RCP 810.10 800.65 818.60 8.50 DI F13 F8 8.93% 18 56 RCP 775.00 770.00 776.65 1.65 6. ALL STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER 55 1.65 FES PROTECTION AFTER STOPPAGE OF WORK EACH DAY. SEE DETAIL
A16 A6 9.17°/ 15 18 RCP 791.80 790.15 796.00 4.20 DI B15 B6 10.00% 18 14 RCP 800.40 799.00 812.20 11.80 DI ON SHEET C701. EXISTING STORM DRAIN PIPE
F14 F15 1.52'/ 15 230 RCP 772.50 769.00 776.00 3.50 A17 A7 9.72°/ 15 18 RCP 791.20 789.45 795.45 4.25 CB C1 C2 1.04% 18 212 RCP 810.00 807.80 813.90 3.90 YI F15 F9 7.60'/ 15 50 RCP 768.90 765.10 772.50 3.60 30 3.50 YI 50 3.60 YI 7. EXISTING VEGETATION WITHIN TREE PROTECTION AREAS SHALL drawn: CLH
C2 C3 5.00% 18 114 RCP 807.70 802.00 816.00 8.30 DI REMAIN UNDISTURBED UNLESS NOTED OTHERWISE PROPOSED STORM DRAIN PIPE checked: CLH
A18 A19 1.05°/ 15 86 RCP 791.10 790.20 795.10 4.00 DI G1 G2 7.25% 15 40 RCP 790.00 787.10 795.40 5.40 A19 A8 5.44°/ 15 80 RCP 790.10 785.75 795.50 5.40 DI D1 D2 1.92% 18 130 RCP 790.50 788.00 792.15 1.65 FES G2 F2 3.07% 15 280 RCP 787.00 778.40 794.50 7.50 40 5.40 CB 8. ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO date: 10/24/2008
D2 D4 1.81% 24 116 RCP 785.60 783.50 798.50 12.90 CB 50 7.50 CB REMAIN WHICH ARE DAMAGED DURING DEMOLITION OR TREE PROTECTION FENCE comm. no.: 0440102
A20 A10 3.77°/ 15 126 RCP 786.00 781.25 790.00 4.00 CB D4 D5 3.03% 24 244 RCP 783.40 776.00 800.00 16.60 CB H1 H2 5.29'/ 48 210 RCP 764.00 752.90 781.00 17.00 CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR 30 17.00 HDWL UTILIZING A LICENSED LANDSCAPE CONTRACTOR AT NO
A21 All 9.77°/ 15 64 RCP 783.00 776.75 787.80 4.80 CB PROPOSED FOUNDAl10N DRAIN ADDITIONAL COST TO THE OWNER.
D6 D7 1.14% 15 44 RCP 792.50 792.00 796.68 4.18 DI J3 J4 4.21% 15 38 RCP 771.80 770.20 775.83 4.03 33 4.03 CB 33 5.73 CB 9. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE
A22 A23 2.19% 15 32 RCP 788.30 787.60 791.80 3.50 CB D7 D8 1.07% 15 84 RCP 791.90 791.00 795.80 3.90 DI J4 J5 9.86% 18 72 RCP 770.10 763.00 775.83 5.73 A23 A24 1.07°/ 15 122 RCP 787.50 786.20 791.00 3.50 DI D8 D9 1.04% 15 96 RCP 790.90 789.90 795.80 4.90 DI CODES IN OBSERVING EROSION CONTROL MEASURES BOTH
A24 A25 1.04°/ 15 82 RCP 786.10 785.25 795.55 9.45 CB D9 D10 1.06% 18 104 RCP 787.40 786.30 795.00 7.60 CB J6 J7 1.05% 15 38 RCP 771.80 771.40 775.81 4.01 31 4.01 CB ON AND OFF-SITE.
A25 A26 8.66% 18 82 RCP 785.00 777.90 792.00 7.00 CB D10 D2 1.04% 18 48 RCP 786.20 785.70 796.00 9.80 CB J7 J8 1.09'/ 15 46 RCP 771.30 770.80 775.81 4.51 31 4.51 CB 10. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL GRADING PLAN 48 4.78 CB DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED BY STATE
A26 A27 10.00% 18 40 RCP 777.80 773.80 788.30 10.50 CB J8 J4 1.09'/ 15 46 RCP 770.70 770.20 775.48 4.78 A27 A12 10.00% 18 102 RCP 773.70 763.50 787.00 13.30 CB Dll D12 1.05% 15 38 RCP 791.50 791.10 795.30 3.80 DI
D12 D10 1.50% 15 100 RCP 791.00 789.50 795.60 4.60 CB J9 J8 1.58% 15 38 RCP 771.40 770.80 775.48 4.08 48 4.08 CB AUTHORITIES OR THE ARCHITECT. h
A28 A27 8.57°/ 15 70 RCP 779.95 773.95 783.95 4.00 CB 11. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE
A29 A12 10.00% 15 60 RCP 770.25 764.25 782.50 12.25 CB DISPOSAL OF ALL CLEARING AND GRADING WASTE MATERIALS GENERATED DURING CONSTRUCTION AND FOR OBTAINING
ALL APPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND/OR GRAPHIC SCALE
NOTES LEGEND WASTE AREAS.
1. TOP ELEV. OF W IS RIM OF SURFACE INFLUENT, DI IS TOP OF 3 ALL DOWNSIREAM OUTLET STRUCTURES SHALL BE CB CATCH BASIN, SEE DETAIL SHEET C7.P. PO POND OUTLET GRATE, MH AND GMH IS TOP OF RIM, AND CS IS TOP OF HOOD. CONCRETE FLARED END SEC71ONS (FES) UNLESS DI DROP INLET, SEE DETAIL SHEET C7.1. PVC POLYVINYL CHLORIDE PIPE, SEE SPECS 40 0 20 40 80 180 C3,3
OTHERISE FES FLARED END SEC71ON RCP REINFORCED CONCRETE PIPE, SEE SPECS
2 REFER TO U1ILITY PLAN FOR ROOF DRAINAGE LATERAL PIPES HOPE HIGH-DENSITY POLYETHYLENE PIPE, SEE SPECS n OPEN THROAT YARD INLET, SEE DETAIL SHEET C7.1.
MH MANHOLE, SEE DETAIL SHEET C7.3 1 STRUCTURE ID. NO. ( IN FEET ) 1 inch = 40 ft.

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i i I I I I ~ ` ~ ~ ~ ~ ~ ~ ~ ~ ~ THESE RAWINGS SHALL H~AVEPRECEDENCE VER SCALENSIONS ON
~ i I I i I I I I ~ ~ ~ ~ ~ ~ ~ I I ~ 1 ` ~~j 1 1 1 1 gMENSIONS CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR I I ~ ~ A ~ ~ ~ ~ ~ ~ ~ ~ ALL DIMENSIONS AND CONgRONS ON THE JOB AND THIS OFFlCE
i i I I i i I I I ~ \ ~ ` ~ T~ 1 I MUST BE NORF[D OF ANY VARIATION FROM 1FE DIMENSIONS AND
~ i I I I I ~ ~ \V ~ ~ ~ 1 ~ ~ ~ ~ SUBMITTED TO OTMNIMS BOFFlCE~FOR APPROVAL BEFORE PROCEEDING E I I \ \ \ \ 1 I I I I KITH FABRICATION. CONFlDENRAL COPYRIGHT 2005 I I ~ \ \ 1 ` ~ I I ~ SgiENKEL9iULTZ. WARNINQ REPRODUCTION HEREOF IS A gtIMINAL
~ I I i ~ ~ I I 1 I I OFFENSE UNDER 18 U.SC. SEC. 508. UNAUTHORIZED gSCLOSURE d' i ~ V vv ~ ~ I ~ ~ ~ \ I ~ I MAY CONSRIUTE TRADE SECRET MISAPPROPRIATION IN NOLARON OF
~ i ~ I I ~ A ~ II ~ ~ ~ LC.2~-2-31-1 ET. SEO. AND OTHER LAWS. THE IDEAS, I I ~ ~ ~ l ~ ARRANGEMENTS AND DESIGN9 DISCLOSED HERON MAY BE PATENTED
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DRAINAGE STRUCTURE SCHEDULE DRAINAGE STRUCTURE SCHEDULE DRAINAGE STRUCTURE SCHEDULE LE
STRUCTURE NO. PIPE PIPE PIPE PIPE UPPER LOWER UPSTREAM STRUCTURE DATA STRUCTURE NO. PIPE PIPE PIPE PIPE UPPER LOWER UPSTREAM STRUCTURE DATA STRUCTURE NO. PIPE PIPE PIPE PIPE UPPER LOWER UPSTREAM STRI UP STRM DN STRM SLOPE DIA. LENGTH MATRL INV. INV. TOP ELEV. DEPTH TYPE NOTES UP STRM DN STRM SLOPE DIA. LENGTH MATRL IN V. INV. TOP ELEV. DEPTH TYPE NOTES UP STRM DN STRM SLOPE DIA LENGTH MATRL INV. INV. TOP ELEV. DEPTH UPSTREAM STRUCTURE DATA GRADING NOTES
IN (FT) FT) FT F IN F F FT F F IN F FT FT FT V. DEPTH TYPE NOTES (FT) GRADING LEGEND
Al A2 1.09% 15 110 RCP 806.00 804.80 809.60 3.60 DI 131 B2 2.60% 15 50 RCP 816.40 815.10 819.90 3.50 DI E1 E2 1.570/. 48 74 RCP 748.90 747.74 754.05 5.15 A2 A3 1.00% 15 20 RCP 804.70 804.50 809.40 4.70 DI 132 B3 1.01% 15 178 RCP 815.00 813.20 818.60 3.60 DI 35 5.15 HDWL 1. ALL CONSTRUC110N SHALL BE IN ACCORDANCE WITH ALL TOWN EXISTING CONTOURS ADDENDUM N0.1 OF VASS AND NCDOT STANDARDS AND SPECIFICATIONS. DPI REVIEW COMMENTS
A3 A4 3.37°/ 15 172 RCP 804.40 798.60 810.84 6.44 CB 133 B4 2.42% 15 196 RCP 813.10 808.35 818.60 5.50 DI F1 F2 1.32'/ 15 38 RCP 778.90 778.40 782.78 3.88 78 3.88 CB 2. ALL SPOT ELEVATIONS INDICATED AT CURB AND GUTTER ARE 11/21/08
A4 A5 9.55°/ 15 78 RCP 798.50 791.05 805.50 7.00 CB B4 B5 1.04% 24 164 RCP 808.10 806.40 818.60 10.50 DI F2 F3 1.11% 15 54 RCP 778.30 777.70 782.78 4.48 A5 A6 1.11% 18 72 RCP 790.80 790.00 795.50 4.70 DI 78 4.48 CB TO TOP OF CURB UNLESS OTHERWISE SHOWN. FINAL CONTOURS
A6 A7 1.15°/ 18 52 RCP 789.90 789.30 797.00 7.10 MH B5 B6 5.50% 24 140 RCP 806.30 798.60 813.50 7.20 DI F3 F4 1.00'/ 15 30 RCP 777.60 777.30 782.18 4.58 18 4.58 CB GUILF. CO. SW REV. COM.
A7 A8 2.26% 18 164 RCP 789.20 785.50 795.40 6.20 MH 136 B7 10.00% 24 22 RCP 798.50 796.30 813.45 14.95 CB F4 F5 1.04% 18 48 RCP 777.20 776.70 782.09 4.89 39 4.89 CB 3. TOTAL DISTRURBED AREA = 28 AC. 270.4' EXISTING SURVEY SPOT ELEVATION 2 33 5.73 CB 12/30/08
A8 A9 1.48°/ 24 128 RCP 785.00 783.10 792.00 7.00 DI B7 B8 10.00% 24 132 RCP 796.20 783.00 813.45 17.25 CB F5 F6 1.08% 18 74 RCP 776.60 775.80 782.33 5.73 A9 A10 2.93°/ 24 82 RCP 783.00 780.60 795.10 12.10 CB F6 F7 2.73% 18 22 RCP 775.70 775.10 782.20 6.50 20 6.50 CB 4. CONTRACTOR SHALL ADJUST ALL EXISTING VAULTS, MANHOLES, DW SUBMITTAL 1
A10 All 4.78°/ 24 92 RCP 780.50 776.10 792.00 11.50 CB B9 B3 8.00% 15 40 RCP 816.40 813.20 819.90 3.50 DI F7 F8 6.90'/ 18 42 RCP 775.00 772.10 782.20 7.20 20 7.20 CB STORM DRAIN STRUCTURES, CLEANOUTS, ETC. AS NEEDED TO 270.50T PROPOSED TOP OF CURB SPOT ELEVATION Q
All A12 7.72°/ 24 162 RCP 776.00 763.50 788.80 12.80 CB F8 F9 7.39'/ 18 92 RCP 769.90 763.10 783.25 13.35 25 13.35 CB MATCH FINISH GRADE. 3 5/12/09 30 15.00 MH
A12 A13 8.51% 30 94 RCP 763.00 755.00 783.50 20.50 CB B10 B4 1.21% 18 116 RCP 810.00 808.60 813.90 3.90 YI F9 F10 7.00'/ 24 50 RCP 763.00 759.50 778.00 15.00 5. ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE 270.50 PROPOSED GROUND/PAVEMENT ELEVATION
A14 A4 5.08°/ 15 126 RCP 805.00 798.60 810.60 5.60 DI 1311 B12 1.03% 15 136 RCP 815.10 813.70 818.60 3.50 DI Fll F12 1.00'/ 15 30 RCP 778.20 777.90 782.18 3.98 18 3.98 CB PERFORMED BY THE OWNERS INDEPENDENT TESTING LABORATORY.
B12 B13 1.04% 15 144 RCP 813.60 812.10 818.60 5.00 DI F12 F4 1.32'/ 15 38 RCP 777.80 777.30 782.09 4.29 A15 A5 0.91% 15 104 RCP 792.00 791.05 795.50 3.50 DI B13 B14 1.01% 15 178 RCP 812.00 810.20 818.60 6.60 DI 39 4.29 CB (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION) STORM STRUCTURE NUMBER 29
B14 B15 7.88% 15 120 RCP 810.10 800.65 818.60 8.50 DI F13 F8 8.93% 18 56 RCP 775.00 770.00 776.65 1.65 6. ALL STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER 55 1.65 FES PROTECTION AFTER STOPPAGE OF WORK EACH DAY. SEE DETAIL
A16 A6 9.17°/ 15 18 RCP 791.80 790.15 796.00 4.20 DI B15 B6 10.00% 18 14 RCP 800.40 799.00 812.20 11.80 DI ON SHEET C701. EXISTING STORM DRAIN PIPE
F14 F15 1.52'/ 15 230 RCP 772.50 769.00 776.00 3.50 A17 A7 9.72°/ 15 18 RCP 791.20 789.45 795.45 4.25 CB C1 C2 1.04% 18 212 RCP 810.00 807.80 813.90 3.90 YI F15 F9 7.60'/ 15 50 RCP 768.90 765.10 772.50 3.60 30 3.50 YI 50 3.60 YI 7. EXISTING VEGETATION WITHIN TREE PROTECTION AREAS SHALL drawn: CLH
C2 C3 5.00% 18 114 RCP 807.70 802.00 816.00 8.30 DI REMAIN UNDISTURBED UNLESS NOTED OTHERWISE PROPOSED STORM DRAIN PIPE checked: CLH
A18 A19 1.05°/ 15 86 RCP 791.10 790.20 795.10 4.00 DI G1 G2 7.25% 15 40 RCP 790.00 787.10 795.40 5.40 A19 A8 5.44°/ 15 80 RCP 790.10 785.75 795.50 5.40 DI D1 D2 1.92% 18 130 RCP 790.50 788.00 792.15 1.65 FES G2 F2 3.07% 15 280 RCP 787.00 778.40 794.50 7.50 40 5.40 CB 8. ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO date: 10/24/2008
D2 D4 1.81% 24 116 RCP 785.60 783.50 798.50 12.90 CB 50 7.50 CB REMAIN WHICH ARE DAMAGED DURING DEMOLITION OR TREE PROTECTION FENCE comm. no.: 0440102
A20 A10 3.77°/ 15 126 RCP 786.00 781.25 790.00 4.00 CB D4 D5 3.03% 24 244 RCP 783.40 776.00 800.00 16.60 CB H1 H2 5.29'/ 48 210 RCP 764.00 752.90 781.00 17.00 CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR 30 17.00 HDWL UTILIZING A LICENSED LANDSCAPE CONTRACTOR AT NO
A21 All 9.77°/ 15 64 RCP 783.00 776.75 787.80 4.80 CB PROPOSED FOUNDAl10N DRAIN ADDITIONAL COST TO THE OWNER.
D6 D7 1.14% 15 44 RCP 792.50 792.00 796.68 4.18 DI J3 J4 4.21% 15 38 RCP 771.80 770.20 775.83 4.03 33 4.03 CB 33 5.73 CB 9. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE
A22 A23 2.19% 15 32 RCP 788.30 787.60 791.80 3.50 CB D7 D8 1.07% 15 84 RCP 791.90 791.00 795.80 3.90 DI J4 J5 9.86% 18 72 RCP 770.10 763.00 775.83 5.73 A23 A24 1.07°/ 15 122 RCP 787.50 786.20 791.00 3.50 DI D8 D9 1.04% 15 96 RCP 790.90 789.90 795.80 4.90 DI CODES IN OBSERVING EROSION CONTROL MEASURES BOTH
A24 A25 1.04°/ 15 82 RCP 786.10 785.25 795.55 9.45 CB D9 D10 1.06% 18 104 RCP 787.40 786.30 795.00 7.60 CB J6 J7 1.05% 15 38 RCP 771.80 771.40 775.81 4.01 31 4.01 CB ON AND OFF-SITE.
A25 A26 8.66% 18 82 RCP 785.00 777.90 792.00 7.00 CB D10 D2 1.04% 18 48 RCP 786.20 785.70 796.00 9.80 CB J7 J8 1.09'/ 15 46 RCP 771.30 770.80 775.81 4.51 31 4.51 CB 10. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL GRADING PLAN 48 4.78 CB DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED BY STATE
A26 A27 10.00% 18 40 RCP 777.80 773.80 788.30 10.50 CB J8 J4 1.09'/ 15 46 RCP 770.70 770.20 775.48 4.78 A27 A12 10.00% 18 102 RCP 773.70 763.50 787.00 13.30 CB Dll D12 1.05% 15 38 RCP 791.50 791.10 795.30 3.80 DI
D12 D10 1.50% 15 100 RCP 791.00 789.50 795.60 4.60 CB J9 J8 1.58% 15 38 RCP 771.40 770.80 775.48 4.08 48 4.08 CB AUTHORITIES OR THE ARCHITECT. h
A28 A27 8.57°/ 15 70 RCP 779.95 773.95 783.95 4.00 CB 11. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE
A29 A12 10.00% 15 60 RCP 770.25 764.25 782.50 12.25 CB DISPOSAL OF ALL CLEARING AND GRADING WASTE MATERIALS GENERATED DURING CONSTRUCTION AND FOR OBTAINING
ALL APPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND/OR GRAPHIC SCALE
NOTES LEGEND WASTE AREAS.
1. TOP ELEV. OF W IS RIM OF SURFACE INFLUENT, DI IS TOP OF 3 ALL DOWNSIREAM OUTLET STRUCTURES SHALL BE CB CATCH BASIN, SEE DETAIL SHEET C7.P. PO POND OUTLET GRATE, MH AND GMH IS TOP OF RIM, AND CS IS TOP OF HOOD. CONCRETE FLARED END SEC71ONS (FES) UNLESS DI DROP INLET, SEE DETAIL SHEET C7.1. PVC POLYVINYL CHLORIDE PIPE, SEE SPECS 40 0 20 40 80 180 C3,4
OTHERISE FES FLARED END SEC71ON RCP REINFORCED CONCRETE PIPE, SEE SPECS
2 REFER TO U1ILITY PLAN FOR ROOF DRAINAGE LATERAL PIPES HOPE HIGH-DENSITY POLYETHYLENE PIPE, SEE SPECS n OPEN THROAT YARD INLET, SEE DETAIL SHEET C7.1.
MH MANHOLE, SEE DETAIL SHEET C7.3 1 STRUCTURE ID. NO. ( IN FEET ) 1 inch = 40 ft.

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