Loading...
HomeMy WebLinkAboutSWA000153_Plansheet 1 - Proposed Conditions_Site Plan_20220711Line Table Line Table Line # Length Direction Line # Length Direction L28 30.45 N09° 33' 06.36"W L41 52.53 S83° 56' 34.43"E L29 60.76 S800 04' 27.19"W L42 52.41 S850 46' 37.41"E L30 52.38 S80° 20' 57.29"W L43 52.28 S87° 25' 37.05"E L31 105.55 S800 13' 34.46"W L44 53.07 N890 05' 43.30"E L32 80.54 S82° 53' 36.70"W L45 101.87 N870 05' 20.22"E L33 37.43 N01° 00' 42.85"W L46 102.85 N850 59' 04.00"E L34 75.20 N01° 00' 42.85"W L47 100.49 N860 35' 41.61"E L35 199.09 NOW 56' 50.72"W L48 54.42 N850 58' 11.17"E L36 125.56 S02° 41' 03.18"W L49 53.89 N840 47' 54.53"E L37 33.00 S020 41' 03.18"W L50 53.95 N830 13' 39.70"E L38 28.77 S02° 51' 42.30"W L51 54.17 N810 23' 01.53"E L39 18.40 S86° 38' 17.70"E L52 104.04 N800 19' 54.74"E L40 25.09 S77° 20' 55.12"E L53 105.75 N790 59' 15.88"E L54 107.08 N79° 38' 28.99"E L55 107.34 N79° 54' 02.91"E L56 38.23 N80° 04' 09.39"E COBB JIMMY W PIN# 8857748808 DB 0504 PG 1050 PROP. MAIL KIO! 5' MIN SIDEWALK 2% MAX SLOPE IN ALL DIRECTIONS FOR HANDICAP AISLE AND SIDEWALK TO MAIL KIOSK. INSTALL VAN ACCESSIBLE HANDICAP SIGNAGE PER ADA REQUIREMENTS 5' EASEMENT AROUND MAIL / \ KIOSK. MAIL KIOSK AND PARKING J TO BE MAINTAINED BY THE HOA. MAIL KIOSK SCALE 1"=20' JERRY LEON & PRICELLA BELL PIN# 8857755998 DB 2242 PG 915 PB 69 PG 421 L33 ' I GERRINGER MILL RO D ^ S.R. 153 '" x 77"-- - -172- _ EX 15" CP - -i -L30 -1-21 --t2$ / OHU/ OHU OHU - OHU - OHU 6;70\ , i ALLEN I I D.B. 419 PG. 807 PIN:118511- \ I ,.\O\*UTILR� PRo F�R� vt�, C3 r�'L0� Q' PJ�, 9c"-�k BEFORE YOU DIG! CALL 811 N.C. ONE -CALL CENTER IT'S THE LAW! X w LYNN C. & LISAJ. HORNER PIN# 8857962055 DB 2222 PG 431 /PB 69 PG 362 DETAIL Top _q_qK�' Bank Zone 2 Zone 1 Stream Managed Undisturbed Vegetation Natural Vegetation Centerline Stream 20' 30' TYPICAL STREAM BUFFER CROSS-SECTION z LYNN C. & LISAJ. \ HORNER PIN# 8857962055 DB 2222 PG 431 PB 69 PG 362 CAROL W. SMITH PIN# 8857958740 DB 2375 PG 191 PB70PG319 ISLEY \ \ D.B. 2028 PG. 346 1 PIN: 128383 ) i / M J"� OHU J ONU / OHU v MANN L37 D.B. 489 PG. 439 PIN:118531 �L39 SOi- 51' 2"W 10% 6 � 3 \ O/yu BECKOM EB NJAMINZ ��QJ CECIL LIFE EST PIN# 8857944703 DB 2311 PG 0742 U SHOULDER 20' PAVEMENT U SHOULDER 6' DITCH I 50' (TYP. ) VICINITY MAP 1" = 2000' PARCEL DATA: ALAMANCE PIN#: 118512 & PORTION OF 118453 TOTAL ACREAGE: 29.161 AC. DEED REF: D.B. 3802 PG. 424 D.B. 803 PG. 650 EXISTING ZONING: N/A EXISTING USE: VACANT/AGRICULTURE PROPOSED USE: RESIDENTIAL 450 +/- LF OF PUBLIC STREETS PROPOSED TOTAL PROPOSED LOTS: 16 TOTAL BUILDING SETBACKS: FRONT SETBACK: 30' SIDE SETBACK: 10' SIDE SETBACK ABUTTING A STREET: 25' REAR YARD SETBACK: 20' CUL-DE-SAC: 30' WATERSHED INFORMATION: THIS PROPERTY IS NOT IN A WATER SUPPLY WATERSHED. FLOOD INFORMATION: THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA PER FIRM PANEL 3710885700J DATED 09/06/06 NOTES: THIS MAP DOES NOT MEET G.S. 47-30 AND IS NOT FOR RECORDING THIS PROPERTY IS SUBJECT TO ANY EASEMENTS, AGREEMENTS, OR RIGHTS -OF -WAY OF RECORD PRIOR TO THE DATE OF THIS MAP AND WHICH WERE NOT VISIBLE AT THE TIME OF INSPECTION. THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT NECESSARILY INDICATE ALL ENCUMBRANCES UPON THIS PROPERTY. TOPOGRAPHIC INFORMATION TAKEN FROM ALAMANCE COUNTY GIS AND SURVEY COMPLETED BY ALLRED LAND SURVEYING DATED 07-06-2022. BOUNDARY INFORMATION TAKEN FROM SURVEY BY ALLRED LAND SURVEYING, INC., PROJECT # 2017-74, DATED 07-06-2022. NO SURVEYING OR SUBSURFACE INVESTIGATIONS PERFORMED BY STOLTZFUS ENGINEERING, INC. THIS PLAN US UNDER COPYRIGHT PROTECTION OF STOLTZFUS ENGINEERING, INC. AREA OF LOTS, STREET, COMMON AREA SHOWN ON THIS MAP ARE PRELIMINARY AND SUBJECT TO FINAL DESIGN AND REVIEW AGENCIES. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION AND REPORT ANY CONFLICTS TO THE ENGINEER. CONTRACTOR IS RESPONSIBLE FOR ANY REQUIRED PEDESTRIAN OR TRAFFIC CONTROL PLANS, EQUIPMENT, AND LABOR REQUIRED FOR TRAFFIC CONTROL. WORK SCHEDULE SHALL BE COORDINATED WITH OWNER. ALL CONSTRUCTION TO BE TO THE STANDARDS AND SPECIFICATIONS OF NCDENR & FOR EROSION CONTROL AND NCDOT FOR ROADWAY INFRASTRUCTURE. STREET PROPOSED ARE TO BE PUBLIC AND MAINTAINED BY THE NCDOT. PROPOSED MAIL KIOSK SUBJECT TO USPS APPROVAL. PARKING SPACES AND MAIL KIOSK AREA TO BE MAINTAINED BY THE HOA. A NOTE INDICATING MAINTENANCE BY THE HOA SHALL BE ADDED TO THE FINAL PLAT. ENVIRONMENTAL HEALTH/SOILS NOTES: SOILS MAPPING PERFORMED BY OTHERS. OFF -SITE SEPTIC AREAS TO MEET OFF -SITE POLICY FROM STATE OF NORTH CAROLINA AND SUBDIVISION ORDINANCE STANDARDS. OFF -SITE LAYOUTS FOR LOTS TO BE PERFORMED BY A LICENSED SOILS SCIENTIST WITH LOT NUMBERS THAT CORRESPOND TO THE LOT EACH AREA SERVES. NO LONGITUDINAL RUNS OF PRIVATE SEWER ARE ALLOWABLE WITH THE RIGHT OF WAY. PERPENDICULAR STREET CROSSINGS WITH FULL ENCASEMENT WITHIN THE RIGHT OF WAY ARE ALLOWABLE WITH A NCDOT ENCROACHMENT AGREEMENT. LEGEND OSTORM MANHOLE (STMH) UTILITY POLE LIGHT POLE GROUND LIGHT • GUY WIRE ® YARD INLET (YI) UJ UTILITY PEDESTAL GV GAS VALVE OHU OVERHEAD POWER LINE ---G-----G--- GAS LINE V,}---- V,}__ WATER LINE ue UNDERGROUND ELECTRICAL FENCE LINE ry-ryY_� WOODSLINE (TYP.) DB DEED BOOK PB PLAT BOOK PG PAGE R/W RIGHT-OF-WAY E/P EDGE OF PAVEMENT E/G EDGE OF GRAVEL CONC CONCRETE RCP REINFORCED CONCRETE PIPE DI DROP INLET CI CURB INLET FFE FINISH FLOOR ELEVATION BSMT BASEMENT TPED TELEPHONE PEDESTAL THH TELEPHONE HAND HOLD DMUE DRAINAGE MAINTENANCE & UTILITY EASEMENT PSLAME PRIVATE SEWER LINE ACCESS & MAINTENANCE EASEMENT TBR TO BE REMOVED = FOUND IRON PIN • = COMPUTED POINT GRAPHIC SCALE 100 0 50 100 200 400 N -I E O 1zj_ M U i CO U w" N w. L p U N a N rj U NN O ?� Z c N dA c J a) C N N M d i CU ^ Y Q fu V i Y N V) 0)U LU C N tT a--r U O 41 Ln U Z U O J �o�rn Q Q N N O J U Q ZLL Z Lu WLn 0) LU LU V) J 01 W a-0v7>n °ZV)o V� LU >=NCo ° LU Lu m Q�C7�C7m a Q Z Q Z Q W J J W O z W Q Z J LUZ Z a~C O Z v Q O UI--<� o0Qa U .. N w w Z Z oa�� Cr a V) U H F_ N ~ v 6 LU Z =) LU n O Ov i Z LU U O m Z U o O Q n 0 (U cr- Q Z a w H N N Q N O LL M O Lr) O u z °<aL<i as DRAWN BY: AGB CHECKED BY: ARS DATE: 01/26/2022 PROJECT NO.: 302-19 REF. NO.: SCALE: 1"=100' r_ ST C1 ( IN FEET ) 1 inch=100ft. 1OF6