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Home My WebLink AboutSW6240105_Plansheet - Grading/Drainage Plan_20240424 (5) I 4Dsite n LEGEND: solutions I / EiP 00 EIP-EXISTING IRON PIPE civil engineering I land surveying I EPK0 EPK-EXISTING PK NAIL 409 Chicago Drive,Suite 112,Fayetteville,NC 28306 ERG office 910-426-6777 fax j 930-426-5777 license number I C-2354 O ERB-EXISTING REBAR I wwwADsitesolutions.com o COMPUTED POINT IN/F - NOW OR FORMERLY R/W - RIGHT OF WAY PROPERTY LINE I 90 �/ti n ADJACENT PROPERTY LINE XX11lIII�1//// TIE LINE J�Q�N•CAR� ��j�i RIGHT-OF-WAY `� O • LESS 10 �� l -� SyFFT 237 wL WATER LINE Q. /`V / J f / / // OVERHEAD UTILITY 0274 CREEK SILT I / I - S / WETLANDS FENCING •`�VG I NE •••: ?`�� (TYP) / / 30' 30' 30' VEGETATED BUFFER �� s •• g� ``�� Ir A 2�2 z / / '` r EXISTING EASEMENT LINE Z//;, /07ITftl��`� PP DRIVEWAY TO o I M 77 / / 00^ DITCH 66 o X FENCE LINE ♦� 3 BE RELOCATED N I :Q / �� TO BE S EDED 60 7 h ♦ S TREE LINE i w , / gg ,� / / WITHIN 7 DAYS '\,- �� 230 MAJOR CONTOUR �� I� >_ OO p TEMPORARY SEDIMENT TRAP #14 r I DITCH #65 / / L=65' W=25' D=3.5' �� 232 MINOR CONTOUR DITCH #54 I � / >� ti 89 TO BE REINFORCED F TO BE SEEDED ,�/j i / SIDE SLOPES= 2:1 y x 234.4�'SPOT ELEVATION O WITH NAG S75 I / r WITHIN 7 DAYSjO TOP OF BASIN: 215.00 �'�� c„/ REVISIONS i o BENCHMARK STAPLE PATTERN D I 2�o b / / � � S��N TO BE , � i _ BOTTOM OF BASIN: 211.50' 3 .RELOCATED I �1 6' EMERGENCY SPILLWAY: 214.00' 7 �o ! '� , 0 SIGN r I / 230.94 DITCH #69 SIDE SLOPES OF BASIN ARE TO .ems: ter- , ®TRANSFORMER 23A TO BE REINFORCED BE SEEDED WITHIN SEVEN DAYS. STREET LIGHT WITH NAG S75 MATTING PPS UTILITY POLE ^ STAPLE PATTERN D 10' UTILITY & 001 Jp� CA 4 0 �� z 68 \��j l\ DRAINAGE � GUY WIRE -18 w N I v 230.55 230.02 EASEMENT 214.60 SiLd aI I 10' UTILITY & ��, g� / 0 TELEPHONE PEDESTAL 1n bi a n. 238 DRAINAGE i /*, / \ D4 WATER VALVE Of w�. ' I �$ EASEMENT 7� GOG�gsl 30.01 N DITCH #70 ,0p� / / HOC 208 0 ,j FIRE HYDRANT z V)M �I. ,\ p`� �y P TO BE REINFORCED �6 \ ❑o WATER METER o Vw m r I �O/ � �� <p� WITH NAG S200 MATTING � ASPHALT N o I CHECK DAM W/ o N I DITCH #61 O�1�G Yf ��O o, so .�� \ STAPLE PATTERN E n SF�j„�� / �, LIMITS OF CONSTRUCTION $$ WEIR IN CENTER M' OOl �> �� - /i ti (24.3 AC) - _ _ WETLANDS v \ (T ) I ( - WITH NAG S75 ^�, 2 , $ I % 225.25 P� j�. / cG ��"PLACE MATTING IN FLOW PATH M �_ _, = iUNSUITABLE SOILS TO BE REINFORCED � S 0 �� G \s � � 236.16 w ZL <i (� 001 STAPLE PATTERN D o �, �. i „_ _ l-oc-l-oc-LIMITS OF CONSTRUCTION DITCH #64 <\ r p THRU BASIN AFTER BASIN ■ _ OOl O� /.INV 224.90 g0 / O � N TO BE SEEDED n .F G 9 20. do G DITCH 71 AREA IS RECLAIMED ` �� c - - - 233 TO BE REINFORCED •r SF SF SILT FENCE LINE WITHIN 7 DAYS DITCH 8 \\<. <� G� 225.67 / WITH NAG S75 MATTING ��" -� , ! � �' n -aN -aN -JUTE NETTING ' > � 0 STAPLE PATTERN D L$ n�" TO BE REINFORCED \u -ory-ory-DIVERSION BERM 3 234.33 'PIPR PIPE 8 2 WITH NAG S75 MATTINGCO �0� j 2' DITCH / �. �. 44.00 LF @ 0.57% 30" CLASS IV RCP OINLET PROTECTION 23 /234.33 STAPLE PATTERN D V 'Cl ;% 220.7o BOTTOM r I S INV 224.65 10' UTILITY & � 0 234.45 232 ":;', , 1' 225.67 ' 230 _ �.� 224.65 EASEMENT 65 �� voo� i 234.10 / -E6E SF LAC SF ter. SF SF SF �c F C O w� DITCH #60-tOC`tOC RIP RAP DISSIPATER \ 06, r' 235 �_ TO BE SEEDED L=20' W=7.5'/22.5' O DITCH #72 0'' C� 1 r / cwn WITHIN 7 DAYS 10' UTILITY & , TO BE REINFORCED Q DRAINAGE Ds�10" D. 15" DITCH #62 WITH NAG S200 MATTING �Rti° / r $� ``' EASEMENT CLASS 1 22.5" THICK\ \ \TO BE REINFORCED STAPLE PATTERN E 220.8\220.86 �\ /) ( o l , C� / Ed I WITH NAG S75 PP �_ �3a ro \ STAPLE PATTERN D ZZo F i �� PROJECT NAME 79 0 , 218.59 218.59 o. DITCH #73 �'� \ __1 \ 66 TO BE SEEDED,-, 216.07-218 05� ' r ELYSE / II 2' DITCH WITHIN vDAYS ` ,I, ��® �P 0 0 p p BOTTOM ,,Zp . F f SILT FENCE ( � \ �� / N' N DITCH 56 n No , '� 2 16 v \ OUTLET \ / # 222.10 215.24 2i \l J \ � TO BE SEEDED 67 J / F SF WITHIN 7 DAYS • \� � �l p DITCH �C � 1 �� BOTTOM 00 MEADOWS / �3� \yam C DITCH #63 TEMPORARY SEDIMENT TRAP #15 205' \ -TO BE REINFORCED/ """"'��' L=55', W=30', D=3.5' / n r WITH NAG S200 , 2,4.87 _ SUBDIVISION / 7 v STAPLE PATTERN Ell <p ) SIDE SLOPES= 2:1 86 I TEMPORARY SKIMMER BASIN #16 \ �N \ \� TOP OF BASIN: 213.00' f L=110', W=65'_ D=3' r0 . \� s� \ . BOTTOM OF BASIN: 209.50' S0��T / V) SIDE SLOPES 2:1 Cl)* y o / 5 w TOP OF BASIN: 210.00' \-� J _ \ v 6' EMERGENCY SPILLWAY: 212.00' o DITCH 55 0 80 I I \ < o SIDE SLOPES OF BASIN ARE TO 2 TO BE REINFORCED WITH NAG S75 F- Q OO BOTTOM OF BASIN: 207.00' / \l \ / O \ J BE SEEDED WITHIN SEVEN DAYS. ,� N 1 15' EMERGENCY SPILLWAY: 209.00' sip / - V STAPLE PATTERN D I 0� >_ SIDE SLOPES OF BASIN ARE TO Z) _j BE SEEDED WITHIN SEVEN DAYS. n l ""ATTACH A 1.5 0 " \ 1 U FAIRCLOTH SKIMMER \ c:"PLACE MATTING IN FLOW PATH Z ct (OR EQUAL) WITH 1.3" ORIFICE FOR / \ 217.24 ` - THRU BASIN AFTER BASIN I _ r DEWATERING THE SEDIMENT r'p AREA IS RECLAIMED a m BASIN DURING CONSTRUCTION. < Urom *PLACE MATTING IN FLOW PATH z �_j THRU BASIN AFTER BASIN STOCKPILE DETAILED Il AREA IS RECLAIMED \ AREA wJ, \ °-� NV, L I / a,i \ �� z GRADING AND 85 I� 0 \ SILT FENCE EROSION r I �� / / x \ / / � CHECK DAM OU '- TLET W/ WEIR IN D CD ��s 00, 00 0 _ SFv. F CENTER D CONTROL PLAN �\ , 10' UTILITY & _SE_- =_SE_-- K STAREAILE \ �� DRAINAGE I - / EASEMENT n �( CLIENT 223.46 w ��,. � � \ I DITCH #57 223.46 O01 TO BE REINFORCED aN c OOl WITH NAG SC250 �� } SILT FENCE �, \ STAPLE PATTERN E �� $2 S , TRIANGLE LAND c� or 215� �. / / / I - OUTLET Io / O DIVERSION BERM CHECK DAM \. / PARTNERS, LLC / 220.21 TO BE SEEDED W/ WEIR IN WITHIN 7 DAYS CENTER \ ' o I I - - TYP O ' n 218.39 220.21 1 DITCH #58 -p -p -r,1 _D I \ TO BE REINFORCED � � cp 217.92 WITH NAG S75 218 39 �c> STAPLE PATTERN D o J ) / / PO Box 5548 "PLACE MATTING IN FLOW PATH \ ' Cary, North Carolina 27512 THRU BASIN AFTER BASIN 14.02 J J AREA IS RECLAIMED `) Phone: (704) 608 3085 TEMPORARY SKIMMER BASIN #17 ?'o 10' UTILITY & / DRAINAGE 83 r I L=90', W=45', D=3' ,1N EASEMENT PROJECT INFORMATION SIDE SLOPES= 2:1 Q TOP OF BASIN: 212.00' �:�' DITCH #59 /�� TO BE REINFORCED N BOTTOM OF BASIN: 209.00' / W' 12' EMERGENCY SPILLWAY: 211,00' Z. WITH NAG S200 SIDE SLOPES OF BASIN ARE TO WITH PATTERN E / , DESIGNED BY: CALEB No BE SEEDED WITHIN SEVEN DAYS- '� Q,1 J _/ *"ATTACH A 1.5" FAIRCLOTH SKIMMER \ to 1�N 84 , DRAWN BY: CALEB (OR EQUAL) WITH 1.1" ORIFICE FOR ( Q O 1 ^h ® W DEWATERING THE SEDIMENT CHECKED BY: SCOTT \ ? 2' DITCH f o5 BASIN DURING CONSTRUCTION. Q U I n o' I BOTTOM ` / PROJECT NUMBER: 2000 ko 3 07.38 Know what's below. I SHEET KEY Call before you dig. DRAWING SCALE o o No r r0 I o ! �� - 3 HORIZONTAL: 1"=60' o �:1 i / I STOCKPILE C3.4 DATE RELEASED l AREA u f � GRAPHIC SCALE / n � CHECK DAM � W/ WEIR IN CENTER �O� C3.3 C3.2 APRIL 22 2024 60 0 30 60 120 240 o � SILT FENCE r OUTLET wo �j. IN FEET SHEET NUMBER o ^° � 3C 1 inch = 60 eft. N V I I /� p 190 -� „✓ -304 -THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1 -800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED