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HomeMy WebLinkAboutMap1121 1117 SITE SR 7720 ,120 21,0 \1147 1122 \2I NIv VICINITY MAP NOT TO SCALE PHASE it EXISTING DEVELOPMENT m a 0 0 0 a z z z 0 z N Q h O a 0 0 a -- T- I i I I I I I I I I I� RIVER OAK ST \ /' 50' PUBLIC & UTILITY R/W` .__ .. V I I I I I N20'43'43"W 999.90' TOTAL I I I \ REVISIONS 35.96' 34.52' 1 70.00' 1 70.00' 1 70.00' 1 70.00' 70.00 70.00 70.00 70.00 70.00 70.00' 70.00' 110.53' 84.85' rr _._ _ — - r — _ -- — r._.—._.—., r _ _ _ _ r'— — — — r — — —'— r — — —'— - r'— — — — —'— i I I I I I I I I I I I I I I I I I I I I I -7 to 1.3 I II I I 13 I 13 I 13 I 13 I 13 I 13 I 13 I 13. I IMNI 41 /oro�m^/ I 1 ©1 n 52 i s 51 50 m 49 j a j 48 i v j 47 i M 46 m 45 m 44 n 43 n N 42 o N ro� �ryM' 53 j O M l m M l I m M I M! m M M P M I I P M I I P M I P M I I P -I I� rI I� �II� �I i��II� I j J L ......_.J L._.—._._.J L._._._._.J L._.—._._.J L._._._._.J L._._.—._.J L._._.—.—.J L._.—.—._.J L._._._. -.J L_._._... -r--- �.J 61.18' 70.00' 70.00' 70.00' 70.00' 70.00' 70.00' _ _ 70.00'_ _ _ — - - 7000'- - 48_98' \` \' �N39'�0 �6"W S20'55'25"E 670.17' TOTAL q9 N3970�gWi � > HALLOW OAK ST ml 50' PUBLIC & UTILITY R/W r zl m _ _ — $20'55'25"E 670.17' TOTAL — 7 39 7o.DD, 1---77n—nn'�I---fin nn --T-- art nn� - -r-- —7,7n,---7—__77,--7---7----7---77----1----------1—�� 7 i _N 1 I 27 I� I I� I I� I I I I I� I I� I I� I I� I r TSeR�R� 28 M o 29 M n 30 M v 31 M a 32 © M 34 M 'n 35 7 36 M 37 s u+ z5 W IoNI lo�l lo�l I *MI ILMI ILMI loll lo�l I SNI IoNI log W s �� M n 33 00 o O O I I I 38 \ s F M M p, M M OPi M M W M m M m M m M M M in Z Z Z Z Z Z Z Z Z Z Z Io�j \ j j I I I I I I I I I I I I I I I I I I I P Z I �� L—.—.—.—.J L._._._._.J L.—.—.—.—.J L.—.—._._.J L._._._._.J L._.—.—.—.J L._._._._.J L.—.—.—.—.J L. ---.—.—.J L._._._._.J L.—.—.—.—.J L.—.—.—._.J L._.—.—.—._._._.—.—.—.—.—.1 6.9_._54_' 1 70.00' 1 70.00' 1 70.00' 1 70.00' 1 70.00' 1 70.00' 1 70.00' 521'07'07"E 1001.10' TOTAL LEGEND: N/F - NOW OR FORMERLY R/W - RIGHT OF WAY PVC - POLYVINYL CHLORIDE RCP - REINFORCED CONCRETE PIPE PROPERTY LINE — — ADJACENT PROPERTY LINE RIGHT-OF-WAY -----SETBACK LINE ss SANITARY SEWER LINE SU STORM DRAINAGE WATER LINE OVERHEAD UILITY - - CREEK WETLANDS —PERMANENT EASEMENT — - — - — - — LANDSCAPING BUFFER X 208.47' SPOT ELEVATION ® CATCH BASIN w D4 WATER VALVE FIRE HYDRANT 1�z, WATER METER Q SANITARY SEWER MANHOLE .co CLEANOUT ASPHALT CONCRETE " WETLANDS CURVE TABLE CURVE LENGTH RADIUS BEARING I CHORD C16 36.48 25.00 N20 -40'57"E 1 33.33 SITE DATA SEAN DEVELOPER WELLONS COMPANIES MAILING ADRESS 511 HIGHWAY 210 NORTH CITY, STATE SPRING LAKE, NORTH CAROLINA 28390 PIN NUMBER 0504-79-1835 TOTAL SITE AREA 218,017 SF (5.01 AC) AREA TO BE DEVELOPED 218,017 SF (5.01 AC) CURRENT ZONING RA -20M EXISTING USE UNDEVELOPED PROPOSED USE SINGLE FAMILY RESIDENTIAL PROPOSED LOTS 28 DISTURBED/DENUDED AREA 7.7 ACRES SETBACKS REQUIRED: RA -20M FRONT 25 FT SIDE 10&5 FT CORNER SIDE 20 FT REAR 25 FT SITE NOTES 1. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL DAMAGE INCURRED TO EXISTING UTILITIES DURING CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL CONTRACTOR'S EXPENSE. 2. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS. 3. ALL DIMENSIONS ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 4. ALL RADII ARE 5' UNLESS OTHERWISE NOTED. 5. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH STATE AND LOCAL LAWS AND REGULATIONS. 6. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER HARNETT COUNTY AND STATE REGULATIONS. Nc ch,11d "_� WE o� PLAN REVISION CLIENT z. GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. 160 WELLONS COMPANIES 511 Highway 210 North Spring Lake, North Carolina 28390 Phone: (910) 436-3131 Fax: (910)436-2242 PROJECT INFORMATION DESIGNED BY: SEAN DRAWN BY: SEAN CHECKED BY: SCOTT PROJECT NUMBER: WA DRAWING SCALE HORIZONTAL: 1"=40' DATE DRAWN APRIL 4, 2017 SHEET NUMBER OFY