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HomeMy WebLinkAboutSW6220501_Plansheet C-3.01 - Proposed Drainage Area_20220621A / HEIDELBERG o= DR 2997 Q ORyA%yT ? QUINT, LN 2 Q i° Nq r, ST ♦ SITE o °O�NrRy m �V PION fe c PIONEER R�R OND -DR l o� R R DR w T� FpUNDAR = L9NCUID RAFT ORPSw� PIONEER DR r �- o � Po NORTH VICINITY MAP NOT TO SCALE 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 I I I PERMANENT WET POND WATER SURFACE: 202.50' HIGH WATER (1 YR): 203.20' I TOP OF POND: 206.00' EMERGENCY SPILLWAY: 206.00' IINVERT OF POND: 197.00' LEGEND: EPKO EPK—EXISTING PK NAIL o COMPUTED POINT N/F — NOW OR FORMERLY R/W — RIGHT OF WAY PROPERTY LINE ADJACENT PROPERTY LINE POND DRAINAGE AREA RIGHT—OF—WAY —SETBACK LINE 113,035SF ss SANITARY SEWER LINE w WATER LINE WETLANDS _ PERMANENT EASEMENT ' ✓ _ 210 MAJOR CONTOUR _ 207 MINOR CONTOUR ' BENCHMARK P P• UTILITY POLE ' C• GUY WIRE WV D4 WATER VALVE ' py 1, FIRE HYDRANT ' ❑❑ WATER METER SS SANITARY SEWER MANHOLE ' oco CLEANOUT 0 CONCRETE ' WETLANDS UTILITY EASEMENT' _ _ _ I I I I �� SOLUTE 02 CO N I N Co co z I Z I _ _ _ COMM �4 Know what's below. Call before you dig. I� r - — — — — — — — — — - 1 r----------1 F — — — — — — — — — - 1 r---------- �` I I I I I I I I I I I I I I I I PAD 212.80 I ' I PAD 212.20 I I PAD 211.70 I I PAD 211.10 � I I I I I I I I L----------J L — — — — — — — — — J i L — — — — — — — — — J L----------J 14 I PAD 214.50 f —J CDI � I 1 PAD 215.50 I I I TBM: EIR CONTROL-5000 1 N 450,511.263 1 E 2,023,167.899 ELEV 214.89' NC GRID NAD 83 I 1) i 00 i / I I 1 1 DUBAI LANE 50' R/W (PUBLIC STREET) 7 11 CI 15 CI 11 CI 9 / —� PO 19 �� RI 18 I LOW DENSITYAREA- 201,504SF JI LOW DENSITYAREA A 1 201,504SF , I --� �* 4 NSF SF7, � L L L I L � ♦ / ( I I r— 10 � \ III • 5•� I� I \. ✓ I I - I I I IIV!,'♦� U iI i r ♦ I I t iI • ! DITCH 3 A� • �� / PAD 212.70 I I PAD 211.90 I ♦ 4 <\ PAD 207.70 I ! Cn i! I I' I I �� ♦ /-' `� DITCH 1CI 3 i i! SWALE 6 — — �♦ \I 1 P rlit LOW DENSITYAREA 201,504SF 1 ' — — — — — — — POND DRAINAGE AREA 113, 035SF I � I 1 I 1 1 L-------- I ` I �• MHI 3109 s INV OUT:2I5.94 I I I I I N I I I I ow I Q� , I I �o1U--) N 0� U J J J m _ — — z° I w �C d- 3 `` MH 3011 I INV IN(N):200.55 INV IN(W):200.72 INV IN(E):200.71 I s INV OUT: (S): 200.47 DELHI AL NE \ 50' R/W (PUBLIC STREET) \ OLD WARDEN WAY 40' R/W (PUBLIC STREET) SWALE 4 I� — ' I I ' I I ' I I PAD 210.90 ' I I ' L—-------J 7SWALE 5 1 4 I I � CA ' I I / ♦ 4 I / PAD 2 9.70 I , i !, L-------- N LOW DENSITYAREA 201,504SF GRAPHIC SCALE XX 0 XX XX XX XX ( IN FEET ) 1 inch = XX ft. site solutions civil engineering I Land surveying 409 Chicago Drive, Suite.U2, Fayetteville, NC 28306 office 1 910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com IkIICARO zZ// �2:pF S$��p.•2 SEA 02 •• G � NE ••: ja��� �O REVISIONS PROJECT NAME SOUTHVIEW PARK SUBDIVISION (ZERO LOT LINE) DRAINAGE AREA AND LOW DENSITY AREA MAP CLIENT FAITHWILL HOMES 3840 Legion Road Hope Mills, North Carolina 28348 Phone: (917) 371-7175 PROJECT INFORMATION DESIGNED BY: SEAN DRAWN BY: BRETT CHECKED BY: SCOTT PROJECT NUMBER: 1722 DRAWING SCALE HORIZONTAL: 1 "=30' DATE RELEASED APRIL 27, 2022 SHEET NUMBER C-3mOl