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HomeMy WebLinkAboutSW6220903_Plansheet - Grading/Drainage Plan_20221102 (2)J 4111 �—v LI n - J­ (D 15 17 I 1 I D v IF- \ -� �- // ✓ 1 J 125 \ �� /� �--A \ 120 \ = l I < \ LIMITS OF CONSTRUCTION — — — — — — — — — — — (2.2 AC) I I I LIn 127.78 L L — I — �Q L L � L — � --�-- 119.18, +—�--�--�1 p� _ 128.53 n LO � - - - - - 119.38 CHECK DAM I c) LOC LOC I I s'_LO L0 - LO —__ — —— ——__. 127.68I - - -�� 120.36 128.67 122.53 SEAHAWK CT \ ��o I rn� WITH WEIR 1 ` 11 I ( ) U I .�— r, 123.97 123.03 119.62 1 TYP r o �—��—� —�� �� s 123.61 I \ INV , �1 128.76 ti°j-- . 129.09 . _ -'� I INV 116.50 ���—HOC - 129.39 `�`p 001 001 001 1 - - --127.92 Il \ 001 INV 119.00 INV 117.90`' 117 �4 \ / 001 001 001 001 00 I 001 001 001 0 / JL _LL - 119 - - 117 - 15" 001 00-1 —y LL 119 118 1 JO, 1 001 001 001 001 001 // /� �/ — /— — — — — — 121 �1 120 ���15" RC 119 — — -• a PIPE 2 62.00 LF @ 0.56% O 15' CLASS V RCP PP♦�// -- �/� /�--�-- - - n------------- T 15" CLASS 0V RCPC�1.72% ----- INLE PROTECTION _ TEMPORARY REMOVE EXISTING INV NC 217 -LINDEN ROAD - (TYP) CONSTRUCTION DRIVEWAY PIPE - �11NV ENTRANCE (TYP) - — - - ro 60' PUBLIC R/W - - — - - - - - DRIVEWAY DITCHES TO BE REINFORCED - - — - - WITH NAG S75 MATTING 0 - - _ � - - � - STAPLE PATTERN D � r—------�--�— LEGEND: ' M® ECM —EXISTING CONCRETE MONUMENT -Q� BENCHMARK - - - EIP 00 EIP—EXISTING IRON PIPE SIGN SIGN EIR OO EIR-EXISTING IRON ROD PP 0 UTILITY POLE IEIP EIS O EIS —EXISTING IRON STAKE GUY WIRE EIP ERBO ERB—EXISTING REBAR 0 TELEPHONE PEDESTAL SIR 00 SIR —SET IRON ROD 0 ASPHALT SPItO SPK—SET PK NAIL UNSUITABLE SOILS SRBO SRB—SET REBAR WETLANDS o COMPUTED POINT LOC LIMITS OF CONSTRUCTION N/F — NOW OR FORMERLY SF SILT FENCE LINE I5�� Soto • 0 R/W - RIGHT OF WAY OINLET PROTECTION RCP - REINFORCED CONCRETE PIPE PROPERTY LINE ' ADJACENT PROPERTY LINE TIE LINE RIGHT-OF-WAY OVERHEAD UTILITY - - - - CREEK WETLANDS TREE LINE GRAPHIC SCALE I SHEET KEY 210 MAJOR CONTOUR 40 0 20 40 80 160 Know whafs below. co 207 MINOR CONTOUR o ----------EDGE OF WATER Call before you dig. I z loo 100 YEAR FLOOD ZONE 0 ( IN FEET ) 1 inch = 40 ft. z 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 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 1910-426-6777 fax 1910-426-5777 license number I C-2354 wwwAD site solutions.com • 4� SEA 0274 //611 1 I111*\\``` C)")-2 �-22 REVISIONS PR JE T NAME LINDEN LANDING SUBDIVISION DETAILED GRADING AND EROSION CONTROL PLAN CLIENT AGS LAND LLC 1786 Metromedical Drive Fayetteville, North Carolina 28304 Phone: (910) 779-0019 PROJECT INFORMATION DESIGNED BY: BRETT DRAWN BY: BRETT CHECKED BY: SCOTT PROJECT NUMBER: 1878 DRAWING SCALE HORIZONTAL: 1 "=40' DATE RELEASED SEPTEMBER 29, 2022 SHEET NUMBER