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Home My WebLink AboutSW6240105_Plansheet - Grading/Drainage Plan_20240424 (4) ■ sl e E P EGEND: Mq TRH LINE _ solutions Oo EIP-EXISTING IRON PIPE SEES civil engineering land surveying EPKO EPK-EXISTING PK NAIL ♦ HEFT �� 409 Chicago Drive,Suite 112,Fayetteville,NC 28306 ERB , `3• 1 office 1 910-426-6777 fax 1 910-426-5777 license number I C-2354 f iiii■ wwwADsitesolutions.com O ERB-EXISTING REBAR TEMPORARY SKIMMER BASIN #8 ( G a COMPUTED POINT L=70', W=40', D=3' / N/F NOW OR FORMERLY I J R/W - RIGHT OF WAY / TOP OFBASINS 22300' /�J�\ PROPERTY LINE BOTTOM OF BASIN: 220.00' ADJACENT PROPERTY LINE \2 / ` 8 EMERGENCY SPILLWAY: 222.00 l , TIE LINE BE SEEDED WITHIN SEVEN DAYS. / ° ��'( 4 SIDE SLOPES OF BASIN ARE TO w ``��1�CARO -- RIGHT-OF-WAY ^ s* \� / \ `� 0,.-*iESS/0**% .•••• ••. ATTACH A 1.5" FAIRCLOTH SKIMMER WL WATER LINE 7 J •QIN (OR EQUAL) WITH 1.0" ORIFICE FOR :Q- OVERHEAD UTILITY DEWATERING THE SEDIMENT l 53 _ SEA 1 \\ BASIN DURING CONSTRUCTION. 0 E' 74 CREEK / S� yL So WETLANDS a l �q/Nq \\\ff DITCH #38 �j� S, / F 10' UTILITY & // C G TO BE REINFORCED / 30' 30' 30' VEGETATED BUFFER F � � DRAINAGE DITCH #35 ////��1�111��`� EXISTING EASEMENT LINE / I ASF,�F I > WITH NAG S200 MATTING EASEMENT TO BE REINFORCED X FENCE LINE E Soto L NT 226.00 STAPLE PATTERN E o TREE LINE 5�� Ti C0 \ do WITH NAG S75 MATTING 23o MAJOR CONTOUR O N \G o r i \ 00� - �;TAPLE PATTERN D 001 ,L� / �� \ U / .2.2'.Z �� RIP RAP DISSIPATER aC (o- JO _ 232 MINOR CONTOUR �� L=3' W=1'/3' 236.54 238.37 �F Dsa=8" Dm�12' \ �/ 5 REVISIONS x 23-Q4 BPOT ELEVATION CLASS B 18" THICK HOC 233 �3 RUBYFIELD COURT BENCHMARK 5�" SIGN \, / � 1 �2' DITCH � 50' R/W (PUBLIC & UTILITY ACCESS) � m TRANSFORMER �, *PLACE MATTING IN FLOW PATH BOTTOM 232.60 -235.68 / 238.37__ c STREET LIGHT � N THRU BASIN AFTER BASIN ' 10 `237 237 G h AREA IS RECLAIMED ( I� 4 PP. UTILITY POLE ti° / 1 236.52 C GUY WIRE o �P� ` I r I <1 236.06 �� DITCH #36 zss TO BE EED�ED -C ❑T TELEPHONE PEDESTAL z CD ( WITHIN 7 DAYS D4 WATER VALVE rr . I / 51 /J J FIRE HYDRANT 0 235.69 �CfJ f / ❑❑ WATER METER z i ( �\ \ �� \ UTILITY & ASPHALT 1 0 10 DRAINAGE DITCH #37 WETLANDS o \ ( EASEMENT TO BE SEEDED WITHIN 7 DAYS N \UNSUITABLE SOILS -roc-roc- LIMITS OF CONSTRUCTION -SF -SF - SILT FENCE LINE �� /C) -.N -.N - JUTE NETTING -Div-Div- DIVERSION BERM 0INLET PROTECTION 218 SHEET KEY PROJECT NAME C3.4 "° y anti �� f C3.3 C3.2 /� �40 , r ELYSE ° p i2' DITCH TO EITCH REINFORCED BOTTOM yylm NAG S75 MATTING / 42 43 44 MEADOWS Ao ��. 2� J. 00^ STAPLE PATTERN D � r' ( o ` 10' UTILITY & DITCH #14 S,cU DRAINAGE TO BE REINFORCED / DIVERSION BERM TO REDIRECT y� 1/ti9�225.16. O) EASEMENT WITH NAG S75 MATTING NON SEDIMENT-LADEN RUNOFF SUBDIVISION � *PLACE MATTING IN FLOW PATH `F STAPLE PATTERN D AWAY FROM ROAD DITCH. THRU BASIN AFTER BASIN `� F q 01 TO BE REINFORCED WITH AREA IS RECLAIMED ,�SF�\ 0 \ 31 NAG C125 MATTING IMMEDIATELY UPON CONSTRUCTION 0� TEMPORARY SEDIMENT TRAP #7 22� 228.94 \� DITCH L=50', W=35', D=3.5' 225.96 �i\ I BE SEEDED WITHIN 7 DAYS SIDE SLOPES= 2:1 .228.92 O) 29.30 inn �� L��aL� L. aL10'. UTILITY EASEMENTILLL �L ` TOP OF BASIN: 227.00' �"' - - . - . . . - - �- BOTTOM OF BASIN: 223.50' _ -- \ 6' EMERGENCY SPILLWAY: 226,00' 1 22s X 229 230 SIDE SLOPES OF BASIN ARE TO 228.91 i TIMBER STREET 23� i BE SEEDED WITHIN SEVEN DAYS. � 229.69_ �Zso �° TEMPORARY SKIMMER BASIN )� �� 10' UTILITY & �y 228.96 229.69 229.86 230.27 50' R/W (PUBLIC & UTILITY ACCESS) ti DRAINAGE 230 DETAILED L=60', W=25', D=3' EASEMENT �5+,� 227 229 _ SIDE SLOPES= 2:1 / �` J ;` � - M° TOP OF BASIN: 200.00' /( 38 ��\��FtOSFLOZ� SF LO ��` 229.57� BOTTOM OF BASIN: 197.00' - DITCH #15 DITCH #13 SILT GRADING AND �tE 6' EMERGENCY SPILLWAY: 199.00' /� - J TO BE SEEDED ��e �J� 229.23 TO BE SEEDED FENCING I \ SIDE SLOPES OF BASIN ARE TO f 1 WITHIN 7 DAYS 7 WITHIN 7 DAYS (TYP) f BE SEEDED WITHIN SEVEN DAYS. J _ *PLmRU BASIN AFTER BAS MATTING IN FLOW PNTH;�"ATTACH A 1.5" FAIRCLOTH SKIMMER / / �� 220 N EROSION AREA IS RECLAIMED (OR EQUAL) WITH 0.7" ORIFICE FOR DEWATERING THE SEDIMENT i o CONTROL PLAN ' BASIN DURING CONSTRUCTION. _ RIP RAP DISSIPATER L=3' W=1'/3' �' 2' DITCH DITCH #21 37 / J( / - S DITCH #16 '� W BOTTOM TO BE REINFORCED f hp Dso=8" Dw =12" ,7 1 WITH NAG S200 MATTING\ / 1 \ TO BE 7 DAY �OO� cn CLASS B 18"�THICK\ � \ STAPLE PATTERN E /WITHIN 7 /YS� CD 29 w CLIENT 205 /� �� ' 0 20,A��, l DITCH #20 CHECK DAM W 7 LIMITS OF CONSTRUCTION O w TO BE REINFORCED WEIR IN CENTER ECn ASEti1ENTGE');� WITH NAG SC250 MATTING 1 (T )Ni. 5 (24.3 AC) cy 197.95 STAPLE PATTERN E� DITCH #18 �,. 204.80V I N TO A REINFORCED �OOI� TRIANGLE LAND 10' UTILITY & WITH NAG S200 MATTING 1 � OQL � � � � 227 w �0 - . . / z DRAINAGE STAPLE PATTERN E _ 1 TEMPORARY SEDIMENT TRAP #5 �� 2' DITCH EASEMENT 'I ��-3� _- y DITCH #17 L=65', W=30', D=3.5' �� BOTTOM��i \207.65 �� -� 222 �� PTO BE SEEDED �� z PARTNERS, LLC SIDE SLOPES= 2:1 �� l 00 °�, i 211.21 22o WITHIN 7 DAYS U J TOP OF BASIN: 198.50' 22S 200_ BOTTOM OF BASIN: 195.00' \ 199.43 203.00 ` 2.: HARPER FERRY L AN ACCESS) --� • 6' EMERGENCY SLOPES OF SPILLWAY: 197.5RE 208.58' �� 217.03 50, R/W (PUBLIC & UTILITY 222 - N I o j 217.03 - BE SEEDED WITHIN SEVEN DAYS. EASE �0 �, 211.23 ''s - 220 i U 20 DRAINAGE DIV a ��l--rrrF - f75� - ,- V ' o / DITCH #22 ---\\ UTT Y EASEMENT �\ 1 PO Box 5548 o CA 4 *PLACE MATTING IN FLOW PATH TO BE REINFORCED 2� -- THRU BASIN AFTER BASIN WITH NAG S200 MATTING L �..- _ -�E_�1'��E- Cary, North Carolina 27512 AREA IS RECLAIMED STAPLE PATTERN E �� Lt1C- DITCH #19 L \`E REINFORCED _✓ Phone: (704) 608-3085 �� NTHONAG S200 MATTING 32 DIVERSION BERM 10' UTILITY & TO BE SEEDED DRAINAGE i STAPLE PATTERN E �,, � -„ -� ■ • ' WITHIN 7 DAYS EASEMENT _ (T�) PROJECT INFORMATION �> � �. _ _ _ _ ....... > , DESIGNED BY: CALEB N ° 36 - 1 \ \ f N / DRAWN BY: CALEB W °� ID -\ \ ® CHECKED BY: SCOTT 05 PROJECT NUMBER: 2000 m I a0, Know what's below. 1 3 DRAWING SCALE �, �o \ _ Call before you dig. \ , HORIZONTAL. 1"=60' o '02 - \ 1 1 % / DATE RELEASED 10 GRAPHIC SCALE APRIL 22, 2024 60 0 30 60 120 240 Iz- SHEET NUMBER W / �� _ i /� ( IN FEET ) I inch = 60 ft. -3m3 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