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HomeMy WebLinkAboutSW6220904_Plansheet - Grading/Drainage Plan_20221102 (3)I 1 1 1 1 SEE PLAN FOR WIDTH BERMUDA GRASS OR EROSION CONTRL LINING SEE GRADING PLAN 1 L�,.. 2' DEPTH A 1 kII.�r�V,�vw1r �� 1 3 II ���II='' 3 COMPACTED SUBGRADE 2.0' UNLESS OTHERWISE SHOWN GROUND CROSS SECTION FOR DITCH 2, 69 & 10 N /F SHAUNNA MARIE DUNLAP DB 661, PG 763 1 � 1 1\ 1 13 1 _ i t� l 1 �301 343�i U 342 W w L Li 1 C it w z _j IOC SF LOC �F LOC— _ C� QI 1 1 36 1 � 1 1 1 1 1 I 110%] X / ^ - ` . �j l EIR, 1 / N /F ELIZABETH MARIE DAYTON—FRUM DB 1178, PG 995 Know what's below. Call before you dig. DITCH #10 TO BE REINFORCED WITH NAG SC250 PERMANENT MATTING \ STAPLE PATTERN E *ALL STORM PIPE TO BE CLASS III RCP UNLESS OTHERWISE NOTED. LEGEND: PK PK—PK NAIL ECM® ECM —EXISTING CONCRETE MONUMENT EIP Oa EIP—EXISTING IRON PIPE EIR Oa EIR—EXISTING IRON ROD EIS O EIS —EXISTING IRON STAKE EPKO EPK—EXISTING PK NAIL ECSO ECS—EXISTING COTTON SPINDLE SPKO SPK—SET PK NAIL o COMPUTED POINT N/F — NOW OR FORMERLY R/W — RIGHT OF WAY RCP — REINFORCED CONCRETE PIPE PROPERTY LINE ADJACENT PROPERTY LINE TIE LINE RIGHT—OF—WAY uGT UNDERGROUND TELEPHONE LINE // OVERHEAD UTILITY X FENCE LINE TREE LINE 325 MAJOR CONTOUR 322 MINOR CONTOUR x 329.34' SPOT ELEVATION -Q� BENCHMARK ® MAILBOX PPS UTILITY POLE ❑T TELEPHONE PEDESTAL FIRE HYDRANT LuJ WATER METER ASPHALT SOIL UNSUITABLE SOILS — roc— roc— LIMITS OF CONSTRUCTION — sF — sF — SILT FENCE LINE — iN — iN —JUTE NETTING — Dlv — Dlv — DIVERSION BERM 0INLET PROTECTION OCHECK DAM NC GRID NAD 83 (2011) I I I I I I I I I I I I 1 /2 > I� ERB U t TOP OF BASIN: 313.00' BOTTOM OF BASIN: 309.00' 6' EMERGENCY SPILLWAY: 312.00' SIDE SLOPES OF BASIN ARE TO 40 00 Cn 0 C Y 0 S� N /F CAROLYN JEAN LEWIS DB 161, PG 403 f' A N /F PATRICK J. SIMPSON & WIFE, KARA SIMPSON DB 1018, PG 839 PC 3-82, MAP 2 lG \ ARY SKIMMER BASIN #6 -95'' W=25'' D=3' ;IDE SLOPES= 2:1 OF BASIN: 318.50' )M OF BASIN: 315.50' \ ✓ / / ,ENCY SPILLWAY: 317.50' OF SKIMMER: 315,50' ao (9 h OPES OF BASIN ARE TO IED WITHIN SEVEN DAYS. FAIRCLOTH SKIMMER (OR EQUAL) % 305 ' RIFICE FOR DEWATERING THE 4SIN DURING CONSTRUCTION. I \ 1/2" ERB I of N /F J I DARNELL & JANET MORGAN / DB 274, PG 540 PC 2-74, MAP 4 GRAPHIC SCALE \ 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. 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 `````'(N►ICARO - OF 0 /0 '•• y i • 4� SEA • 0274 CC)1 REVISIONS PROJECT NAME HIDDEN VALLEY SUBDIVISION DETAILED GRADING AND EROSION CONTROL PLAN CLIENT TG VENTURES LLC 9820 US Hwy 301 North Lumberton, North Carolina 28360 Phone: (910) 802-4959 PROJECT INFORMATION DESIGNED BY: BRETT DRAWN BY: BRETT CHECKED BY: SCOTT PROJECT NUMBER: 1860 DRAWING SCALE HORIZONTAL: 1 "=50' DATE RELEASED AUGUST 9, 2022 SHEET NUMBER 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 C-302