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SW1191201_Plansheet - Grading_Drainage Plan_20220314
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DUKE BUILDINGBUIL/IA ENERGY1 -• _ ■ •• Lj n ",• 1 1 11 E Q v ? 4jU Q rn Ors _ ry Ln 14 � a Q O F,"P� C 2 luU U IL } _L 0 N LO N a * O 8 W 3 m (n O z :-, I 10 * +a N W 2 Fn CR 0') z(D r c-�,zrn� o0 W 6 U cc i[ k - J != C),iD z H ¢ d 11 NOT FOR CONSTRUCTION ,,,,.IIII.►-,, � CAR�����''s .``%V 2 ��FESS/p� Q < _ SEAL = 033612 FNGINE�� SLI �///lllllll\\ SD/DD REVIEW CU W Z Z O U U Z W 0 Z Q W U CD to J Cn Q w OU Z z LO O0 i � Q 00 Q w N z � U z Q Jz Z Q Z O _ � JZ 0 � a� CD Qw �o Z CD _ a� i O z 0, � z C6 m � r n< 1 V z /„• 0 Q O O J L0 0 cn 2 Lr) Revisions No. Date SWR 0 2021 AUG 13 SWR #2 2022 FEB 24 Project Number: 1711-B Date: 2020 JAN 20 Drawn by: FS OVERALL GRADING & DRAINAGE PLAN Sheet Number: ■ - - 1 ►• II IIII III - ilk G» •� • - �y_/�'�5��-� �T�•�iit� _'-ice �sL. ,� _ 0 • "' WWI ' IIIII j0 - - • �� ENE MEN OEM _wA SOMME Sw • - e IIIII .�1 • e r I e I • • � ■ � ® - wwswwww�.wwww�iwwww-�wwwwwvwwww�� ww�w-��wwwwww� w��" • • • ,, , ,•'� �s,►♦♦s♦♦♦o��♦♦♦♦e♦s♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦e♦s♦s♦♦♦v♦a♦♦♦♦♦♦♦♦♦♦♦♦ ♦ . - ♦♦♦♦♦♦♦♦♦.♦♦♦♦♦s♦♦♦♦♦e♦e♦e♦e� - •� / • ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�i�i♦_mow-��l. ♦�♦♦♦♦♦♦♦♦♦♦♦.����.♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ 7 ♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦! ♦ O♦♦.♦♦♦♦ ♦�♦♦ . . ♦ ♦C♦♦.� . ♦♦♦♦♦♦♦♦�'�;♦ f� O v. ►vim ♦♦♦♦ ♦♦♦ : � _ -� ♦!�♦i♦i♦i♦♦♦i♦i♦i♦i♦i♦♦♦i�♦♦i♦i♦i♦i♦isi�i♦i♦♦♦i♦a♦i°��.'%♦♦♦i�i♦♦►i♦i"asisva�►♦i♦i♦i♦i♦♦•♦`♦_:::♦�♦��v�♦�♦♦�r.,�►; •_�_v.�♦♦♦♦♦♦♦! �♦v♦♦o,♦♦♦♦♦♦a♦�,�♦♦♦♦ NAME NO, , ' (• .♦♦♦♦♦♦♦♦♦♦♦♦<, .♦♦♦♦� ��,�,♦e♦♦,♦��•�s♦♦!.♦s♦♦♦♦•`•�, ♦♦♦ems♦♦.♦�♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦� 1♦..♦. �♦♦♦. ♦♦ ♦ I • ,, � _- i♦♦♦♦♦♦♦ :�♦�!♦♦♦�•�♦O♦fir.♦♦♦v♦♦♦� � :.♦♦.. ♦°♦♦♦'?♦O.♦v♦ • • Win_!®� ..�i♦� '�♦♦♦O�i 1♦♦♦♦♦♦♦♦� i.. 1�♦!► ♦♦ 0 �� I ♦,�♦�♦♦_♦��♦♦♦♦♦ems a♦♦ �00�♦a♦♦!;� ♦�♦.!,�♦� , ,.g♦ ® ® • • i ►♦�♦♦'��.��♦�♦`: ��♦ • - e 1 � � • ., � ♦♦♦♦ ♦� ♦�►�.♦♦,► 1 �♦♦♦�O�°�♦♦,fit'♦♦♦V..j` 11 �i , ' ; ♦,O�♦'" , LIN , Maws �� - �. - � , � 0 � - . .♦♦♦♦♦saw,% 0 ♦!o'♦�'/�ss , ®• w. ,..♦..c •:,.♦ � a �, �� ♦ ♦ � �� I IIIII III �� IIIII lull ,I 1 0�,,�i,!�♦♦♦♦♦♦♦♦♦ ,,. , - � _ ' `i � � ' �-� \III' �® ♦ . � '•♦!�®®,a,� • . ` � � ,�♦ .,I ► �.♦tea �i�,1'.I� � � ♦, . . �' � �� . 1 ��� � .� IIII �� I III �� ♦ �+I��i�l�♦♦♦� � �♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ )TES 1. 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 INTERRUPT UTILITIES AROUND THE SITE. DO NO DISTURB OPERATIONS OF ADJACENT SITES AND FACILITIES AND/OR THEIR OWNER'S ONGOING OPERATIONS. 3. 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 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 DURING CONSTRUCTION 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 OR 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 REMOVAL AND PATCHING OF PAVEMENT FOR UTILITY INSTALLATION. 7. REPAIR OR REPLACE ANY ITEMS DAMAGED DUE TO CONSTRUCTION (ONSITE AND/OR 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 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 PIPES 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 TOPSOIL. 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. 13. INSTALL ALL STORM SEWERS TO PROVIDE REQUIRED CLEARANCES TO CROSSING UTILITIES AS INDICATED IN THE DRAWINGS AND SPECIFICATIONS. 14. ALL ROOF DRAINS SHALL BE 6" PVC (SCH 40) @ 1.04% MIN. SLOPE UNLESS 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 JOINT AND 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 1 C8.10 CONCRETE DROP INLET 2 C8.10 TRENCH DRAIN C8.10 CAST IRON DOWNSPOUT BOOT AND PIPE CONNECTION 4 C8.10 DRAINAGE MANHOLE 5 C8.10 FLARED END SECTION 6 C8.10 STORM SEWER TRENCHES C8.10 INLINE DRAIN 8 C8.10 STANDARD CLEANOUT 9 C8.10 PERFORATED UNDERDRAIN 6 C8.9 CONCRETE CATCH BASIN 7 C8.9 CONCRETE ENDWALL (WITH EXTENDED WINGWALLS) 55 C8.18 ARTIFICIAL TURF WITH UNDERDRAINS :GEND 3BREVIATIONS 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 OF WALL ELEVATION EP = EDGE OF PAVEMENT ELEVATION FG = FINISH GROUND ELEVATION FFE = FINISH FLOOR ELEVATION RCP = REINFORCED CONCRETE PIPE 6" DIP = DUCTILE IRON PIPE 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- X GAS LINE --G- G POWER LINE - - UGP- - UGP TELEPHONE LINE - UGT- - UGT WATER LINE - W- - W SANITARY SEWER LINE - SAN- - - SAN CABLE TV LINE UCATV FIBER OPTIC LINE - UFO- - - UFO STORM PIPE _______- LP LP ROOF DRAIN PIPE R� - RD CONSTRUCTION LIMTS PP PP LIGHT POLE MH MH SITE BOLLARD MH MH UTILITY POLE �} SANITARY SEWER MANHOLE O Co O Co STORM SEWER MANHOLE O DI 0 0I CLEANOUT (SANITARY OR FH OO FH OO STORM) wv wv DROP INLET FIRE HYDRANT WATER VALVE TELECOM BOX THRUST BLOCKING SANITARY SEWER STRUCTURE ID: Al DRAINAGE STRUCTURE ID: Al SCALE 1 "=30' 0 30' 60' E Q Q M- Qi lL L } m m a a o c CD Fj U u ea IL } 0_(0 N LO N cc C) w 8 ■ ti (_ m u O Y (D Z * + O.C�o N�Lq 20 U � r c-EzrnOq zco cn W C 00 "L 0') 0) t0) U otLH �0) i[ J E O ' U S N M t M Z�-¢Loxaa_ NOT FOR CONSTRUCTION 2 - ��FESS/p Q < SEAL = 033612 �NGINE�� �\N : Ll SD/DD REVIEW .0� l000- CU W z z O U U z L,L W 0 I- �z W �0 (D U) U) a W c: z z O O Lo LO ate-+ 00 Q0 N W o z U z Q J � zQ z o Z _ � J O W O I1/ L.L W 0 Z o� � = i lv N~ � U Q LL M N i Oz z C6 (� r n� V 1 z /w 0 O Lo J 0-0 L0 0 oU)2Lr) Revisions No. Date SWR #1 2021 AUG 13 SWR #2 2022 FEB 24 Project Number: 1711-13 Date: 2020 JAN 20 Drawn by: FS GRADING & DRAINAGE PLAN AREA 'A' Sheet Number: ■ E Q v ? Z.,� a Ors _ ry 1-4 V G } m m N Q O ■ ,n 1 C =T G G C U u V ea IL } 0_(0 N LO N a * L � O 8 ■ t T W 3 m (n O Y a 0 � (D Z * Kc + ol.�^ O, N �, W 2 Fn Wco a) U 0 U)U) i + h Z z W C (0 'i rn rn r U oU- cairn i[ �b J E O ' C U E= got cXo z�-¢LoOfaa_ NOT FOR CONSTRUCTION . .�� CARD .,�. 2 ESS/p� = SEAL = 033612 E�� FNGINSL ''''►►►1in���`` SD/DD REVIEW CU W Z Z O U U Z ry W 0 ryo Z Q W �0 CD to _jU) Q W � Z Z o — LO O Ln Q 00 Q W o N z ly— U z Q J z z Q Z o z _ � J ca O �' o W Q �o L) = Z CD �O 4> CY).q) O Z Z) C� Z � U) p 0-0-jL0 Revisions No. Date SWR #1 2021 AUG 13 SWR #2 2022 FEB 24 Project Number: 1711-B Date: 2020 JAN 20 Drawn by: FS GRADING & DRAINAGE PLAN AREA 'B' Sheet Number: WIN � O � ■ �� 0� : �� 0/ . �� ® � � - �►AA♦< � �AAiAA♦AAA♦A♦A♦A♦A♦� . - . - � ���� �e.�� � � ■ — � ■ ♦•.. , ® I♦♦ ♦O♦♦ADO♦♦♦♦� � � ' � \r_ ,�; � '� � �,., 0 �' \\ � • `� - •- • .. ��♦�♦��\fir'- , ��- ��►7i� � - ►- �� ��• �♦_♦ ♦ © �:j ' ►_►__-__------. .. - . ® � Ow MM hii� �AA< � �AiA♦A♦♦A♦AAiA♦A♦A♦� .0 - , © ® � ��� � 1— ��►OO�i< Aim' G'OO♦�i � . i . 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