Loading...
HomeMy WebLinkAboutSWA000069_STORM PLAN wPHASE SEQUENCE_5/6/2020x \ 6\ I I I A \ \ \ \ I I I I I NEEDHAM DANIEL ANDRa�H\try / E/P�AM IRMA ,PB'73-P6. 244 ZP` ,� • 3 S� \ \ \ \ � r / / i � � � / l�Ebt�NDCR�i-I`32, +/- A,G ,, � 1 \ 1 I I I I i\\ } 25' 25' \ / i p / / / \ V A \ / OFF I TE StPTGI I \ V I / I \ I 2�� \ V A I AREP� I I I \ \ \ I NE DI AM I DA I Eli. AWD�EH �O / / � rG \ \ \ I I 04 N SPACE / I I A \ A / NE DRAM/ I R A I I \ E / D . �8 PG a1 I I I °O .V��j \ V A V I / / / I \ \ I / Pb. 43 Flo. 44/ I I I 02.59 G 1 / I I DETAIL PROPOSED STREET DIMENSIONS \ \ \ \ \ \ \ \ �\ / NO SCALE \ \ \ — — \ \ — �\ \ \ \ \\�\ \ / / / / X I cy SITE G� VICINITY MAP SCALE: 1 " = 2000' NOTES: REF. D ��:-_-� B 28ci5 - PG. 66q, PB 73 - PG. 244 2. GEL ° D` \\ 2 1 �� 1 1 1 \ \ \ \ \ \ \ 3 \ A\ \ �� \ \ — - 35 / / / / / // / / I I /I / / / / / / / / / / / / \� I \ \ \ \ \ \ 3. FIN R#�80#a 6844 1 NIP I \ \ \ \ \ \ / / / / / 4. AREA: 61.7a Ac. (21.05 Ac PHASE 1) \ l PROPOSED: 5q PROPOSED LOTS (22 LOTS, PHASE 1) v, — — _ / / / / / \ / / \ / / / / I �¢� \ TOTAL DENSITY: 5a UNITS (O.q5 UNITS PER ACRE) AREA IN COMMON ELEMENTS/OPEN SPACE: 41633b 50 FT (I5.5% \ 5. ZONING: GENERAL FARM LAND USE .7..�., f.. ..../... — 2A� .r.'.'.'�.,.,....l'.'.'.(.'.'.'r%o' .. .. l V / v v v \� ` �� — / \ // / // / /I /l / /' /� \ V 6. HATER -COMMUNITY WELL `�\ SEWER - PRIVATE SEPTIC (LOTS) / / ( �.".' �.'.'."...i.'.'.'.I... \ \ \ \ / / / / / �/' EIP \ 7. SOILS: I rB - B SOILS / i .,. _. . .. \... .. .... I I GnB2 GEGIL CLAY LOAMEIPNIP-:. .. ....../ 1.I / I / I I GnD2 - GEGIL GLAY LOAM 8. HAW RIVER - NOT A WATER SUPPLY WATERSHED \ 1400'± FEET TO FLOODHAY (MEADOW GREEK) cf. FEMA MAP #3710clOOl OOKi 0 SAGI EFFECTIVE DATE: 11/17/2017 E� O N35 �7 ALAMANGE COUNTY, HAW RIVER33.56 10. NO PARKING SIGNS HILL BE PLAGED ALONG ALL ROADS. 11. AVERAGE SIZE LOT: 30,000 50. FT. I 2� •�O \ � v � �� \ \ \� � � / �,• �'" I V A \ � 5b � \\ ��`�' � / / /� / .'/'. / � / , i � � I SETBACKS: FRONT -40 SIDE -10' REAR -30 �/ i �•� �/ / 12. TOTAL LENGTH OF STREET: 4,ci71)4 LINEAR FEET (3,580 LF. PHASE �J J \� \ �i / V �— \ \ / —y" � EIP I / *EDHAM D#NIE ANDREH FE3. OHAM IRM 28 6 PG 12 / , / / �, / < h ( \ 73 0.214 \ i A a / / / �` - -- / / °�\ v6 I P OPE N SPACE b \ 51 00, vv v olp -'� \ EIP _ �\ (a mil "� 4Q GOLLINS RAGHEL i - \ \ \ \\ \ \ - GILLEY JUNIOR GEGIL\ — �/ �/ — — A \ X OB. 3677 PG 441-- PB. 73 PG. 244 i I OcIbb AG \ tK \ \ TEMP TURN AROUND (D °�� NEEDHAM HELEN B \ q• w �� l / \ OB. 1746 PG 136 \ ( �� ° I A �0.52 AGE �EIP '.00,,,,��� EIP \ I 1 � I I � � v EX. PONDool I I I \ \ OWNER/DEVELOPER: PH I LL I PS GHAPEL DEVELOPMENT LLG G/0 SHAWN GUMM I NOS 352A HOLLY HILL LANE BURL I NOTON, NC, 2-7215 (336) 6-75-241-7 STORM FLAN NEEPHAM ESTATES 4160 PHILLIPS CHAPEL ROAD THOMPSON THSHP. , ALAMANCE COUNTY REV: 3/6/2020 HAW RIVER, NORTH CAROLINA DATE: FEB 28, 202LI SCALE: I =100 0 50 '00 20 SHEET: I OF I HUGH CREED ASSOCIATES, INC., P.A. CONSULTING ENGINEERS & LAND SURVEYORS P.O. BOX 9623 PHONE: 336 275-9826 1306 W. WENDOVER AVE. OR �336 275-8084 GREENSBORO, N.C. 27408 FAX: (336) 275-3379 FIRM LICENSE #C-0551 E-MAIL: HCA©HUGHCREEDASSOCIATES.COM —� � \