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Project Number: 1 71 1 -B "I'l""I'll""I'll'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll""'ll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll""'ll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""IlI Date: 2021 AUG 13 "I'l""I'll""I'll'll""I'll""I'll",'ll""I'll""I'll",'ll",'ll""'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll"'ll""'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll"'ll""'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""IlI Drawn by� FS "I'l""I'll""I'll'll""I'll""I'll",'ll""I'll""I'll",'ll",'ll""'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll"'ll""'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll"'ll""'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""IlI OVERALL GRADING & DRAINAGE PLAN "I'l""I'll""I'll'll""I'll""I'll",'ll""I'll""I'll,'ll""I'll""'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll'll""I'll""'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll'll""I'll""'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""II She!el Number ... I I � 7 ------ ----------- — -------------- ... . ...... --------------- ..... ... . . . f . ......... V, o", f1 3 ------ - --- --- — ------- - ............ ... I T A . . ...... ... ----- - ------ -- ----------- y1l Lo 0 f 6 D-6 CIL-o" - - ------------------ - -- - ----------- - 11 1 ", Y9 c( x, % �A ZL' - ------ c p . .... . .... .. .... . ..... % INV IN, 12 N MATCH LINE DRAWING C43 8,2 �q ......... .... CBD "Y NOTES I ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE NCSCO AND OSHA STANDARDS. 2. COORDINATE THE PROJECT SCHEDULE WITH THE NAT�ONAL GUARD, (OWNER), PFA ARCHITECTS (ARCHITECT), AND ADJACENT USERS OF THE PROPERTY. MAINTAIN TRAFFIC FLOW AND DO NOT INTERRUPTLITIUITIES AROUND THE SITE, DO NO D6TURB OPERATIONS OF ADJACENT SITES AND FACILITIES ANDiOR THEIR OWNER'S ONGOING OPERATIONS. 3� THE CONTRACTOR SHALL RECYCLE ALL PAWNG MATERIALS REMOVED FROM THE SITE AND SHALL PROVIDE DOCUMENTATION THAT THE MATERIALS HAVE BEEN RECYCLED. COMPLETE THE S.W.A.R.W.E.B. FORM AND ATTACH IT TO THE TO EACH PAY APPLICATION. 4. OBTAIN ARCHITECTS WRITTEN APPROVAL FOR ANY REQUESTED SHORT-TERM, OFF -HOUR, OR TEMPORARY UTILITY SHUT- DOWNS OR DISRUPTIONS. 5. DISPOSE OFF -SITE WASTE MATERIALS GENERATED DURINGCONSTRUCTION AND, FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF -SITE STOCKPILES AND/OR WASTE AREAS. IF THE SAME PERSON CONDUCTS, THE LAND -DISTURBING ACTIVITY AND ANY RELATED BORROW OR WASTE ACTIVITY, THE RELATED BORROW OR WASTE ACTIVITY IS PART OF THE LAND DISTURBING ACTIVITY. IF THE BORROW O�R, WASTE ACTIVITY ARE NOT CONDUCTED BY THE SAME PERSON, THEY SHALL BE CONSIDERED SEPARATE LAND DISTURBING ACTIVITY AND MUST BE PERMITTED THROUGH THE SEDIMENT POLLUTION CONTROL ACT, 6� SEE GENERAL NOTES ON EXISTING CONDITIONS AND DEMOLITION PLAN FOR REQUIREMENTS FOR REMOVALAND PATCHING OF PAVEMENT FOR UTILITY �NSTALLATION, 7� REPAIR OR REPLACE ANY ITEMS DAMAGED DUE TO CONSTRUCTION (ONSITE ANWOR OFFSITE) AT NO EXPENSE TO THE OWNER. & MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT IN ACCORDANCE WITH NCDEQ LAND QUALITY REQUIREMENTS AND AS DIRECTED BY THE NCDEQ AND CIVIL ENGINEER. 9� FLUSH ALL SEDIMENT OUT OF STORM, DRAINAGE PIPES AND STRUCTURES FOLLOWING SITE STABILIZATION AND AT THE END OF CONSTRUCTION. FLUSH OUT P�PES AS NEEDED THROUGHOUT CONSTRUCTION TO MAINTAIN PROPER FUNCTIONING OF THE DRAINAGE SYSTEM. 10� IN DISTURBED AREAS, AMEND THE TOP 6 INCHES OF LAWN AREAS WITH 3 INCHES OF IMPORTED AND TESTED TOPSOIL THAT MEET THE SPECIFICATIONS,. PROVIDE DOCUMENTATION ON THE TOPSO�IL. 11. ALL SIDEWALKS, SHALL HAVE MAXIMUM CROSS SLOPE OF 2%. 12� ALL ADA PARKING SPACES AND STRIPED AREAS SHALL NOT EXCEED,2% SLOPE IN ANY DIRECTION. 11 �NSTALL ALL STORM SEWERS TO PROVIDE REQUIRED CLEARANCES TO CROSSING UTILITIES AS INDICATED IN THE DRAWINGS AND SPECIFICATIONS. 14� ALL ROOF DRA� NS SHALL BE 6" PVC (SC H 40) @ 1 �04% MI N., SLOPE U NLES,S INDICATED OTHERWISE. USE DUCTILE IRON WHEN COVER IS LESS THAN 24-IN. 15� PVC ROOF DRAIN PIPING UNDER PAVEMENT SHALL HAVE 24-IN MINIMUM COVER, IF ROOF DRAIN PIPING UNDER PAVEMENT HAS LESS THAN 24-IN COVER, ROOF DRAIN PIPING SHALL BE 6" DIP (IN LIEU OF PVC). 16, JOINT FILL AND CAULK EACH CONCRETE EXPANSION JOINTAND WHERE CONCRETE PAVEMENT ABUTS OTHER PAVEMENTS, SIDEWALKS, OR HARD SURFACES. 17� REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION. 18, PRIOR TO FINAL PROJECT ACCEPTANCE, PROVIDE AN AS -BUILT SURVEY OF ALL UTILITY SYSTEMS, STORM SEWERS, AND THE STORM WATER MANAGEMENT BASIN. 19, REFER STORM SEWER SCHEDULE ON DRAWING C7,2'. 20, FOR 6" AND 8" CURB, TOP OF GRATE IS 8" BELOWTOP OF CURB/HOOD (THERE is NO LOCALIZED DEPRESSION IN GUTTER PAN FOR 8" CURB)� KEY NOTES ABBREVIATIONS @ CONCRETE DROP INLET 2' TRENCH DRAIN 3 � CAST IRON DOWNSPOUT BOOT AND PIPE CONNECTION DRAINAGE MANHOLE FLARED END SECTION STORM SEWER TRENCHES, INLINE DRAIN STANDARD CLEANOUT t1_9 N\ PERFORATED UNDERDRAIN CONCRETE CATCH BASIN CONCRETE ENDWALL (WITH EXTENDED WINGWALLS) TC TOP OF CURB, ELEVATION BC BOTTOM OF CURB ELEVATION TS:= TOP OF STEP ELEVATION BS BOTTOM OF STEP ELEVATION TW TOP OF WALL ELEVATION BW BOTTOM OFWALL ELEVATION EP EDGE OF PAVEMENT ELEVATION FIG FINISH GROUND ELEVATION FFE FINIISH FLOOR ELEVATION RCP REINFORCED CONCRETE PIPE 6" DIP = DUCTILE IRON P�PE PVC = POLYVINYL CHLORIDE PIPE SCH = SCHEDULE HP= HIGH POINT ELEVATION LP = LOW POINT ELEVATION S,W = SIDEWALK ELEVATION FL FLOW LINE TH TOP OF HOOD TG TOP OF GRATE TL TOP OF LID EXR61 INU FRUHU6EU FENCE. ...... . . .. __ ... . . ........ ............... I'll x, GASLINE -1-,-,- -11,11,111,11, 1111111""' G'� . . ....... . .. .................. .. . ..................... . . . G ............................................ . . . . . . POWER UINE . ...... . . ........... . ......... UGP . ............ . . . TELEPHONE LINE . ............. ........... . . . ............ ... ... UG7 ... . ...... WATER LINE . ........... ... . .......... W___ SANITARY SEWER LINE ............. . ........ .............. . . . CABLE TV LINE . . . . ............. . .. . . ...... UCATV . ............. FIBER OPTIC LINE .. .......... . ........ ...... UFO . . ....... STORM PIPE "", . . .... . .... NEEK3113113MEEK3K31 LIP LP ROOF DRAIN PIPE .. ........... .. ......... ............. .... ... .. ................ .......... RD CONSTRUCTION LIMTS son w o tAmom 0 in NAM pp pp LIGHT POLE MH MIH SITE BOLLARD MH MH UTILITY POLE _0_ SANITARY SEWER MANHOLE - co STORM SEWER MANHOLE (p) DIJ 0i CLEANOUT (SANITARY OR FH FH STORM) vvv wv DROP INLET FIRE HYDRANT WATER. VALVE TELECOM BOX THRUST BLOCKING x X>� All DRAINAGE STRUCTURE ID� ..................... ��l SCALE 1"=30' 0 30' 60' E 0 073 0 z Ul) 0 r4 CL �h A M CL (A U c IL 0) CL Ni Lo o' Uj LLJ cni CL U') L0 (w), 0, 0 M �o Z r__ , , . o F_ 'f 01 Ljj '20 6) 0: N , o en 0 Lo 'u, Z E 0� Wl - Z LUI r !T -r _6 0) cn, 0 LL F- all �j '— M E cz 0 z cu") 0� 0-1 um� NOT FOR CONSTRUCTION C z SEAL 0,33612, s I ti I 1%%'tA SD/DD REVIEW LLJ z z 0 e wi N.-W z %*4-00 ^Ao LL_ LLJ Z < LL1 :) Q r r% co U) W c z z .2 45 o Lo Lo U) 00 LLJ c: (N 0 r%'o Z LL z z z 0 z r'.j 0 14. cn 0 M 0 LLJ -c F"'-- CIL #%'o 0 L) LL Z c';j 1-0 > P%Ao 0) o < ILL cy) 01 c 0 Z z U) (o 0 Z U) LL J+ o 0 Lo 0 0 CL C) _j U-) V-1 :2 U) �� Lo RevisOns No� Date COR #27 2021 JULY 09 -2,021AUG SVVR 13 .............. Project Number: 1711 -B Date: 2021 AUG 13 Drawn by� FS GRADING & DRAINAGE PLAN She!el Number rA I ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE NCSCO, AND OSHA STANDARDS, 2. COORDINATE THE PROJECT SCHEDULE WITH THE NATIONAL GUARD (OWNER), PFA ARCHITECTS (ARCHITECT), AND ADJACENT USERS OF THE PROPERTY, MAINTAIN TRAFFIC FLOW AND DO NOT INTERRUPTUTIUITIES AROUND THE SITE, DO NO DISTURB OPERATIONS OF ADJACENT SITES AND FACILITIES ANDiOR THEIR �OWNER'S ONGOING OPERATIONS. 1 THE CONTRACTOR SHALL RECYCLE ALL PAVING MATERIALS REMOVED FROM THE SITE AND SHALL PROVIDE DOCUMENTATION THAT THE MATERIALS HAVE BEEN RECYCLED. COMPLETE THE S.W.A.,R.W.E.B. FORM AND ATTACH IT TO THE TO EACH PAYAPPUCATION, 4. OBTAIN ARCHITECTS WRITTEN APPROVAL FOR ANY REQUESTED SHORT-TERM, OFF -HOUR, ORTEMPORARY UTILITY SHUT- DOWNS OR DISRUPTIONS. 5. DISPOSE OFF -SITE WASTE, MATERIALS GENERATED DURINGGONSTRUCTION AND FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF -SITE STOCKPILES, AND/OR WASTE AREAS, IF THE SAME PERSON CONDUCTS THE LAND -DISTURBING ACTIVITY AND ANY RELATED BORROW OR WASTE ACTIVITY', THE RELATED BORROW OR WASTE ACTIVITY IS PART OF THE LAND DISTURBING ACTIVITY. IF THE �BORROW ORWASTE ACTIVITY ARE NOT CONDUCTED BY THE SAME PERSON, THEY SHALL BE CONSIDERED SEPARATE LAND DISTURBING ACTIVITY AND MUST BE PERMITTED THROUGH THE SEDIMENT POLLUTION CONTROL ACT, 6� SEE GENERAL NOTES ON EXISTING CONDITIONS AND DEMOLITION PLAN FOR REQUIREMENTS FOR REMOVAL, AND PATCHING OF PAVEMENT FOR UTILITY INSTALLATION. 7� REPAIR OR REPLACE ANY ITEMS DAMAGED DUE TO CONSTRUCTION (ONSITE ANWOR OFFSITE) AT NO EXPENSE TO THE OWNER. 8� MAINTAIN ALL EROSION CONTROL DEVICES, AFTER EACH RAINFALL EVENT IN ACCORDANCE WITH NCDEQ LAND QUALITY REQUIREMENTS AND AS DIRECTED BY THE NCD,E,Q AND CIVIL ENGINEER. 9� FLUSH ALL SEDIMENT OUT OF STORM DRAINAGE PIPES AND STRUCTURES FOLLOWING SITE STABILIZATION AND AT THE END OF CONSTRUCTION. FLUSH OUT PIPES AS NEEDED THROUGHOUTCONSTRUCT�ON TO MAINTAIN PROPER FUNCTIONING OF THE DRAINAGE SYSTEM. 10� IN DISTURBED AREAS, AMEND THE TOP 6 INCHES OF LAWN AREAS WITH 3 INCHES OF IMPORTED AND TESTED TOPSOIL THAT MEET THE SPEC IF I CATIONS,. PROVIDE DOCUMENTATION ON THE TOPSO�IL. 11. ALL SIDEWALKS, SHALL HAVE MAXIMUM CROSS SLOPE OF 2%. 12� ALL ADA, PARKING SPACES AND STRIPED AREAS SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION. 11 INSTALL ALL STORM SEWERS TO PROVIDE REQUIRED CLEARANCES TO CROSSING UTILITIES AS INDICATED IN THE DRAWINGS AND SPECIFICATIONS. 14, ALL ROOF DRAI INS SHAL L BE 6" PVC (SC H 40) @ 1 �04% MI N, SLOPE U NLESS INDICATED OTHERWISE. USE DUCTILE IRON WHEN COVER IS LESS THAN 24-IN. 15, PVC ROOF DRAIN PIPING UNDER PAVEMENTSHALL HAVE,24-�N MINIMUM COVER. IF ROOF DRA�N PIPING UNDER PAVEMENT HAS LESS THAN 24-IN COVER, ROOF DRAIN PIPING SHALL BE 6"DIP (IN LIEU OF PVC). 16, JOINT FILL AND CAULK EACH CONCRETE EXPANSION JOINTAND WHERE CONCRETE PAVEMENT ABUTS OTHER PAVEMENTS, SIDEWALKS, OR HARD SURFACES. 17� REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION. 18, PRIOR TO FINAL PROJECT ACCEPTANCE, PROVIDE AN AS -BUILT SURVEY OF ALL UTILITY SYSTEMS, STORM SEWERS, AND THE STORM WATER MANAGEMENT BASIN. 19, REFER STORM SEWER SCHEDULE ON DRAWING C7,2'. 20, FOR 6" AND 8" CURB, TOP OF GRATE IS 8" BELOW TOP OF CURB/HOOD (THERE IS NO LOCALIZED DEPRESSION IN GUTTER PAN FOR 8" CURB), KEY NOTES ABBREVIATIONS 9 CONCRETE DROP INLET 2' TRENCH DRAIN 3 � CAST IRON DOWNSPOUT BOOT AND PIPE CONNECTION DRAINAGE MANHOLE FLARED END SECTION STORM SEWER TRENCHES, INLINE DRAIN STANDARD CLEANOUT PERFORATED UNDERDRAIN CONCRETE CATCH BASIN CONCRETE ENDWALL (WITH EXTENDED WINGWALLS) �LEGE,ND TC TOP OF CURB, ELEVATION BC BOTTOM OF CURB ELEVATION TS:= TOP OF STEP ELEVATION BS = BOTTOM OF STEP ELEVATION TW = TOP OF WALL ELEVATION BW = BOTTOM OFWALL ELEVATION EP EDGE OF PAVEMENT ELEVATION FG FINISH GROUND ELEVATION FFE FINIISH FLOOR ELEVATION RCP REINFORCED CONCRETE PIPE 6" DIP = DUCTILE IRON P�PE PVC = POLYVINYL CHLORIDE PIPE SCH = SCHEDULE HP= HIGH POINT ELEVATION LP = LOW POINT ELEVATION SW = SIDEWALK ELEVATION FL FLOW LINE TH TOP OF HOOD TG TOP OF GRATE FENCE. ...... . . .. __ ... . . ........ .................. .. X— . . . ....... GASLINE ............. ............. G ............................................ . . . . . . POWERLINE . ...... . . . ..... . . ................... . ............. . . . ........ . ....... UGP ......................................... . . . . TELEPHONE LINE . ............. . .. .. .. .. ...... - uc� 7 . . ............. UGT ...................................... WATER LINE . ........... . ........... wl'I'll""I'll""I"ll""I'll""I'll",'ll-l'.1 SANITARY SEWER LINE . .............. . . . .............. . . . .............. . . . SAN -on— CABLETV LINE . . . . .................... ---------------------- UCATV ........ ................................. . . . ... --— FIBER OPTIC LINE . ........ . .. .......... UFO . ................... STORM PIPE ... . .. .... IENK31131130E�ll ROOF DRAIN PIPE .. ........... ............... .............. .. ................ -a RD CONSTRUCTION LIMTS 0 in doom a a wma LIGHT POLE SITE BOLLARD UTILITY POLE 4D_ SANITARY SEWER. MANHOLE (5) STORM SEWER MANHOLE CLEANOUT (SANITARY OR STORM) DROP INLET FIRE HYDRANT WATER VALVE 0 t9 TELECOM BOX THRUST BLOCKING SANITARY SEWER STRUCTURE ID: DRAINAGE STRUCTURE ID: GD SCALE 1 "=30' 30' go, E 0 0 z 0 00 or.) �h A M CL (A U c IL CL Lo 0, Uj LLJ cni CL L0 (w), z "t 0 0, V) M �o U� (0� Z o F_ f 01""", Lij '20 0: N 'o en 0 Z E Wl - Z LJI r !T -r _6 0) cn, 0 LL F- all �j'— M E cz 0 z UN) 0 � 0-1 um� NOT FOR CONSTRUCTION C z S,EAL 0,33612, s I li I l%%,tA SD/DD REVIEW LLJ z z 0 e wi k.op z %*4-00 ^Ao LL_ LLJ Z < LLJ :) Q r r% co U) W c 0 z 40 e,% o Lo Lo 4— CD U) 00 LLJ c: (N 0 ^100 z LL z z z 0 z 0 14. cn M 0 LLJ -c F-- CIL #%,0 0 L) LL z C —0 > LL cy) c 0 Z z U) (o 0 Z U) LL o 0 0 Lo CL C) w Lo RevisiOns Na Date COIR #27 2021 JULY 09 SWR ffl 2,021 AU�G 13 ................................................................. 11 ........... Project Number: 171 1-B Date: 2021 AUG 13 Drawn by� FS GRADING & DRAINAGE PLAN AREA'B' She!el Number C 1 412 I ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE NCSCO, AND OSHA STANDARDS, 2. COORDINATE THE PROJECT SCHEDULE WITH THE NATIONAL GUARD (OWNER), PFA ARCHITECTS (ARCHITECT), AND ADJACENT USERS OF THE PROPERTY, MAINTAIN TRAFFIC FLOW AND DO NOT INTERRUPTUTIUITIES AROUND THE SITE, DO NO DISTURB OPERATIONS OF ADJACENT SITES AND FACILITIES ANDiOR THEIR OWNER'S ONGOING OPERATIONS. 1 THE CONTRACTOR SHALL RECYCLE ALL PAVING MATERIALS REMOVED FROM THE SITE AND SHALL PROVIDE DOCUMENTATION THAT THE MATERIALS HAVE BEEN RECYCLED. COMPLETE THE S.W.A.,R.W.E.B. FORM AND ATTACH IT TO THE TO EACH PAYAPPUCATION, 4. OBTAIN ARCHITECTS WRITTEN APPROVAL FOR ANY REQUESTED SHORT-TERM, OFF -HOUR, ORTEMPORARY UTILITY SHUT- DOWNS OR DISRUPTIONS. 5. DISPOSE OFF -SITE WASTE, MATERIALS GENERATED DURINGGONSTRUCTION AND FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF -SITE STOCKPILES, AND/OR WASTE AREAS, IF THE SAME PERSON CONDUCTS THE LAND -DISTURBING ACTIVITY AND ANY RELATED BORROW OR WASTE ACTIVITY', THE RELATED BORROW OR WASTE ACTIVITY IS PART OF THE LAND DISTURBING ACTIVITY. IF THE �BORROW ORWASTE ACTIVITY ARE NOT CONDUCTED BY THE SAME PERSON, THEY SHALL BE CONSIDERED SEPARATE LAND DISTURBING ACTIVITY AND MUST BE PERMITTED THROUGH THE SEDIMENT POLLUTION CONTROL ACT, 6� SEE GENERAL NOTES ON EXISTING CONDITIONS AND DEMOLITION PLAN FOR REQUIREMENTS FOR REMOVAL, AND PATCHING OF PAVEMENT FOR UTILITY INSTALLATION. 7� REPAIR OR REPLACE ANY ITEMS DAMAGED DUE TO CONSTRUCTION (ONSITE ANWOR OFFSITE) AT NO EXPENSE TO THE OWNER. 8� MAINTAIN ALL EROSION CONTROL DEVICES, AFTER EACH RAINFALL EVENT IN ACCORDANCE WITH NCDEQ LAND QUALITY REQUIREMENTS AND AS DIRECTED BY THE NCD,E,Q AND CIVIL ENGINEER. 9� FLUSH ALL SEDIMENT OUT OF STORM DRAINAGE PIPES AND STRUCTURES FOLLOWING SITE STABILIZATION AND AT THE END OF CONSTRUCTION. FLUSH OUT PIPES AS NEEDED THROUGHOUTCONSTRUCT�ON TO MAINTAIN PROPER FUNCTIONING OF THE DRAINAGE SYSTEM. 10� IN DISTURBED AREAS, AMEND THE TOP 6 INCHES OF LAWN AREAS WITH 3 INCHES OF IMPORTED AND TESTED TOPSOIL THAT MEET THE SPEC IF I CATIONS,. PROVIDE DOCUMENTATION ON THE TOPSO�IL. 11. ALL SIDEWALKS, SHALL HAVE MAXIMUM CROSS SLOPE OF 2%. 12� ALL ADA, PARKING SPACES AND STRIPED AREAS SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION. 11 INSTALL ALL STORM SEWERS TO PROVIDE REQUIRED CLEARANCES TO CROSSING UTILITIES AS INDICATED IN THE DRAWINGS AND SPECIFICATIONS. 14, ALL ROOF DRAI INS SHAL L BE 6" PVC (SC H 40) @ 1 �04% MI N, SLOPE U NLESS INDICATED OTHERWISE. USE DUCTILE IRON WHEN COVER IS LESS THAN 24-IN. 15, PVC ROOF DRAIN PIPING UNDER PAVEMENTSHALL HAVE,24-�N MINIMUM COVER. IF ROOF DRA�N PIPING UNDER PAVEMENT HAS LESS THAN 24-IN COVER, ROOF DRAIN PIPING SHALL BE 6"DIP (IN LIEU OF PVC). 16, JOINT FILL AND CAULK EACH CONCRETE EXPANSION JOINTAND WHERE CONCRETE PAVEMENT ABUTS OTHER PAVEMENTS, SIDEWALKS, OR HARD SURFACES. 17� REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION. 18, PRIOR TO FINAL PROJECT ACCEPTANCE, PROVIDE AN AS -BUILT SURVEY OF ALL UTILITY SYSTEMS, STORM SEWERS, AND THE STORM WATER MANAGEMENT BASIN. 19, REFER STORM SEWER SCHEDULE ON DRAWING C7,2'. 20, FOR 6" AND 8" CURB, TOP OF GRATE IS 8" BELOW TOP OF CURB/HOOD (THERE IS NO LOCALIZED DEPRESSION IN GUTTER PAN FOR 8" CURB), <EY NOTES ABBREVIATIONS 9 CONCRETE DROP INLET 2' TRENCH DRAIN 3 � CAST IRON DOWNSPOUT BOOT AND PIPE CONNECTION DRAINAGE MANHOLE FLARED END SECTION STORM SEWER TRENCHES, INLINE DRAIN STANDARD CLEANOUT PERFORATED UNDERDRAIN CONCRETE CATCH BASIN CONCRETE ENDWALL (WITH EXTENDED WINGWALLS) �LEGE,ND TC TOP OF CURB, ELEVATION BC BOTTOM OF CURB ELEVATION TS:= TOP OF STEP ELEVATION BS BOTTOM OF STEP ELEVATION TW TOP OF WALL ELEVATION BW BOTTOM OFWALL ELEVATION EP EDGE OF PAVEMENT ELEVATION FG FINISH GROUND ELEVATION FFE FINIISH FLOOR ELEVATION RCP REINFORCED CONCRETE PIPE 6" DIP = DUCTILE IRON P�PE PVC = POLYVINYL CHLORIDE PIPE SCH = SCHEDULE HP= HIGH POINT ELEVATION LP = LOW POINT ELEVATION SW = SIDEWALK ELEVATION FL FLOW LINE TH TOP OF HOOD TG TOP OF GRATE TL TOP OF LID ---------- EXISTING PROPOSED FENCE. ...... . . .. __ ... . . ........ .................. .. X— . . . ....... GASLINE ............. ............. G ............................................ . . . . . . POWERLINE . ...... . . . ..... . . ................... . ............. . . . ........ . ....... UGP ......................................... . . . . TELEPHONE LINE . ............. . .. .. .. .. ...... - uc� 7 . . ............. UGT ...................................... WATER LINE . ........... . ........... wl'I'll""I'll""I"ll""I'll""I'll",'ll-l'.1 SANITARY SEWER LINE . .............. . . . .............. . . . .............. . . . SAN CABLETV LINE . . . . .................... ---------------------- UCATV ........ ................................. . . . ... FIBER OPTIC LINE . ........ . .. .......... UFO . ................... STORM PIPE ... . .. .... IENK31131130E�ll ROOF DRAIN PIPE .. ........... ............... .............. .. ................ -a RD CONSTRUCTION LIMTS w in doom a a wmn LIGHT POLE SITE BOLLARD UTILITY POLE 4D_ SANITARY SEWER. MANHOLE (5) STORM SEWER MANHOLE CLEANOUT (SANITARY OR STORM) DROP INLET FIRE HYDRANT WATER VALVE 0 t9 TELECOM BOX THRUST BLOCKING SANITARY SEWER STRUCTURE ID: DRAINAGE STRUCTURE ID: GD RA 310 60 E 0 0 z Ul 0 r,4 or.) N �h A M CL (A U c IL CL Lo 0, Uj LLJ cni CL U') L0 (w), z "t 0 0, V) M �o U� (0� Z o F_ f 01""", Lij '20 0: N 'o en 0 'u, Z E Wl - Z LJI r !T -r _6 0) cn, 0 LL F- all �j'— M E cz 0 z cu") 0� 0-1 um� NOT FOR CONSTRUCTION C z S,EAL 0,33612, s I li I l%%,tA SD/DD REVIEW LLJ z z 0 e wi k.op z %*4-00 ^Ao LL_ LLJ Z < LLJ :) Q r r% co U) W c 0 z 40 e,% o Lo Lo 4— CD U) 00 LLJ c: (N 0 ^100 z LL z z z 0 z 0 14. cn M 0 LLJ c OL F- #%,0 LL ED 0 6 z C 0 > LL cy) c 0 Z z U) (o 0 Z U) LL o 0 Lo 0 0 CL -1 U-) Lo RevisiOns No� Date COIR #27 2021 JULY 09 SWR ffl 2,021 AU�G 13 .................................... 11 ............................................. Project Number: 171 1-B Date: 2021 AUG 13 Drawn by� FS GRADING & DRAINAGE PLAN AREAS 'C' & D' She!el Number C40,3