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HomeMy WebLinkAboutNCC221539_Site Plan or Location Map_202204261 \ 1 en I PREMIER PROPERTIES OF REIDSVILLE, LLC GPIN#: 888389346E D.B. 1008, PG. 67S ZONED: R-MF TURNER BRIAN V A \ \ / \ DOWNSPOUT TRUNK RECOMBINATION OF PROPERTY OF CHRISTOPHER NORFOLK VILLAGE LMTD PTSP INE. ALL ROOF DOWNSPOUTS BMP MAINTENANCE AND / / � � � THOMAS S. HOLDERBY 77-7 _ 1 \ \ RETAINING WALL W/ FENCE O BE TIED INTO TRUNK LINE ACCESS EASEMENT / GPIN#: 8883794086 I \ \ C/O BEACON MANAGEMENT CORP TO BE DESI NED BY AND ROUTED TO BIO-CELL P.B. 53, PG. 148 / D.B. 4245, P.G. 63 \ GPIN#: 8883796313 SPRINKLER RISER ROOM, \ JOTHE�2 /— — \ SPRINK R BACKFLO TO 3 WIDTH CO TOP: 525.58 % �� ' A �E CO TOP: 532.08 �- ZONED: R-18 \ D.B.455 P.G. 1 O� —`- SSMH2 — ESc.-2or`AN.sEEs? - BL ATED I ROOMS FOR HANDICAP INV: 521.58 / 1 II �\,.' \ — ZONED; R-MF { _ ACCESS \INV:528.08 \ / / 5'TYPE"D" LAN EYESEWY — �� B: 82 P.G. 227 , RETAINING WALL W/ FENCE�3 a A P TO BE DESIGNED BY PROP. DOUBLE N 84�E 5.88 /-- . J EX. 10' SAN. SEWER CONSTRUCTIONESMT• / �'� % OTHERS DUMPSTER J �; _�-- Co PVT. SEWER _ A PROP. 6° a 4 / 25' BUILDING SETBACK \ V \ \ P. PE SLOPE CO TOP: 536.34 \ _� CO RA N TO BE INSTALLED � _ .�_ _ � ��-12„ DOWNSP�T DURING GRADING PHASE. J INV: 532 12' S� — — — — \\/) — J / / �T 7�`- TRUNK LINE T CO TOP: 538.50 STM v PROP.BMP—RETAINtrvs WALL TREE LINE — INV: 532.25V -- 'FENCE — WOVEN WIRE 1B" \N —C \ / IGNE B A -- \ S O \ W/ FENCE �� I S\,u,- A \ v - 12' DOWNSPOUT � TO BE DES D Y � CO TOP: 533 47 I - \S TRUNK LINE — DOG E DOG LOT RAC 28 INV:529.47-- m� 1sUN SLOP IN CGI-1 3I-2 O 1 PARTIAL FLOOR A A � — — / YI-2 \ - A NITS) : - BELOW (4 U 3 FLOORS ABOJ_ VE T \ \ / a u / \ \ OUTS \ 2 \ 1 m DOWNSP / �6b �A / � w TRUNK LINE GLENN M. & RUTH �, \ o / 6"X4" REDUCER W/ HCR v W E LLEN PRICE / 6 Ij \ ~ F UNITS 4" X 2.5" TEE W/ 2.5"4" X 2.5" TEE W/ 2.5" 1 6 l9 4 STORY � GATE VALVE 26 D GATE VALVE _ \ GPIN#: 8883784995 �'I �O _ 1 PARTIAL FLOOR 1 19' �� L� A A D.B.397, P.G.636 -BELOW 6'X6"TEE, MJRW/ BLOCKING /THRUST \ v \r \ BLOCKING DEG. BEND MJR W sy F— SIDEWALK 4" SANITARY SEWER T T r o v V 0 3 FLOORS ABOVE PROP. r� r\ ZONED: R-18 \ � < � � � / � 1 �� �� A DGT PROPERTIES, LLC HCR SERVICE LINE YP\ ��,� m ' rR v HCR / 9' 9' D.B.888388690 EENIVE \ \ \ HCR GPIN# 3 HCR . � • P1Di�vA ibP;6'"H � ',� � m .B. 2878 PG. 990 / \ ;. TER�LINEz m 3 SPACES .. , O ZONED: R-G � 4 4 9' 9'\ 9' g, i HCR p z 6" PVCSA SEWER z 20 SPACES I• Ip m O m � — \ ro S I N E i �...E (_, C / �� .O � ... m I � 4� SPACE ,� v SERVICE L p / • PROP. 6' DI WATERLIN — �` P-4 PROP. 5;5' 1DEV�LALK� / �� — O y� GLENN M. &RUTH 45° BEND MJR W/ �� Q co /; o — — I \ ELLEN PRICE THRUST BLOCKING N O- I B-4 MH GPIN#:8883785867 A u I / /"TAP/PVC WATERLINE iD / / / TO FITNESS CENTER FFICE/ 7,09 o A 6" X 4�TE�MJR F ES S _ 6" X 6' TEE MJR / 19' Sri D ZONED: R-MF 6 \ P�. P I W/ 6" G.V. & / / G.V. / — — GFAN913// — — — V A a�°VL I 6 X4 TEE MJ-HY-DR). / V DOWNSPOUTTRUNK \ ✓' / LINE. ALL ROOF DOWNSPOUTS W/ 4" G.V. \ WM oy / ✓' 26' BMI MAIN ENANCE A D YI-1 / / / 25' BUIL ING SETBACK TO BE TIED INTO TRUJV"NE \ �� 189 m ACCESS EASEMrW / / / 4" X 2.5" TEE W/ 2.5" \ ROUTED TO BIO-CELL A GATE VALVE 00005 TYPE "D LANDSCAPE YARD N745 1 / I I / / \ 5' TYPE "D" LAN SCAPE YARD \ — — ��� 10 \ RETAI I G WALL / 0.73' N 89 40-Z1" W NCE / / / PROP. PERMANENT / \ V &CIDEG A \ _SPRINKLER RISER ROOM, A V Av \ �f 10'X410' SIGHT DScppEyPRO. _ ' i ' TO BE DESIGNED BY / / / / / ` O BPE IIVSTAI ED DURI G / / / / / \ BLLOCKINGEND MJR W/ THRUST \ SPRINKCER�ACKFLOW TO TREE FINE ES T. IAN y OTHER / / \ \ CBE LOCATED IN-MSERROOM — / \ ��\� 3jR� 8 0 �p�ER NE �3� �� / // G1�ADINGRFfASE. // / / A \ \ S� RNG GAS EASEMENT \ \ \ \ R30 45° BEND MJR W/ s / / DGT PROPERTIES, LLC M V BMP / I GPIN#:8883885270 THRUST BLOCKING / MAINTENANCE AND 1 \ / � � � ACCESS EASEMENT / � / 8' STREET YARD / O� /� / / I / / D.B. 2878 PG. 990 \ v 10'X70''hIGHT I v2� / / / \ / / I ZONED: 1-1 \ \ V v ESMT. \\ 2 ESMT PUBLIC WATER 450 BEND JR �j• �\ ! \ THRUSLOCKIN 1� / 6'%IVIA TER METER � ��s" ND ABOVE GROUN� / \ per, l� �� o�� \f���� �BACKFLOW P�EVENTER d\� ` \ / 30' TYPE "B" LANDSC/APE YARD / � I PROP/ 6" DI WATERLINE W/ 25 LF 12" STEEL ENCASEMENT �� \ TOTAL: 23�100' INSTALLED USING BORE AND JACK `9\0'S6"W\ �yGQ ��� Ny/ERT ELE� 562,Z3L _ / / INVERT ELEV:j� �� \ \ \ BURTON F. HOPKINS \ / / 563. 4' �\ BURTON F. HOPKINS & �. & IRIST. HOPKINS IRIS T. HOPKINS GPIN#: 8883788531 GPIN#: 8883787518� D.B. 3324, P.G. 86 D.B. P.G. 891 ZONED: R-1 j MH ZONED: R-18 .4:a 2'_ 0 STANDARD 2' CONCRETE CURB & GUTTER DETAIL N.T.S. PRIVATE PAVEMENT SECTION r 1"SF9.5A 1.5" S9.5B 8" ABC STONE COMPACTED SUBGRADE ,V.-p.� TAJTY PR6 FC C`0 Q•J� 9Cjti` \� gyp. s VICINITY MAP 1" = 1,000' PARCEL DATA: TOTAL ACREAGE: 4.63 AC. +/- AREA IN R/W: 0.12 AC. +/- NET AREA: 4.50 AC. +/- SITE ADDRESS: 928 E. GILBREATH ST. DEED REF: D.B. 2530, PG. 955 PLAT REF: P.B. 64, PG. 46, P.B. 82 P.G. 277 EXISTING ZONING: R-MF EXISTING USE: VACANT PROPOSED USE: MULTI -FAMILY RESIDENTIAL BUILDING SETBACKS: PERIMETER: 25' UNIT BREAKDOWN: TOTAL 1 & 2 BEDROOM UNITS: 49 UNITS TOTAL 3 BEDROOM UNITS: 19 UNITS PARKING REQUIREMENTS REQUIRED PARKING SPACES: 1 & 2 BEDROOM = 1.5 SPACES/UNIT = 49x1.5 = 74 SPACES 3 BEDROOM = 2 SPACES/UNIT = 19X2 = 38 SPACES TOTAL = 112 SPACES REQUIRED TOTAL PROVIDED: 118 SPACES(INCLUDING 6 HANDICAP) WATERSHED INFORMATION THIS PROPERTY IS NOT LOCATED IN A WATER SUPPLY WATERSHED FLOOD INFORMATION: THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD ARE PER FIRM MAP 3710888300K, REVISED 11/17/2017 ALL CONSTRUCTION TO BE TO CITY OF GRAHAM/NCDOT STANDARDS AND SPECIFICATIONS AS APPLICABLE 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 ATITLE REPORT AND DOES NOT NECESSARILY INDICATE ALL ENCUMBRANCES UPON THIS PROPERTY. BOUNDARY INFORMATION TAKEN FROM PLAT BY ALLRED LAND SURVEYING, PLLC., DATED: 2021-06-03 NO SURVEYING OR SUBSURFACE INVESTIGATIONS PERFORMED BYSTOLTZFUS ENGINEERING, INC. LEGEND OWATER METER BOX (WM) FIRE HYDRANT (HYD) ® WATER VALVE (WV) S O STORM MANHOLE (STMH) O SANITARY SEWER MANHOLE (SSMH) O CLEAN OUT UTILITY POLE DB DEED BOOK PIE PLAT BOOK X LIGHT POLE PG PAGE R/W RIGHT-OF-WAY E/P EDGE OF PAVEMENT f1 GROUND LIGHT E/G EDGE OF GRAVEL CONIC CONCRETE • GUY WIRE RCP REINFORCED CONCRETE PIPE DI DROP INLET ® YARD INLET (YI) Cl CURB INLET FFE FINISH FLOOR ELEVATION cv BSMT BASEMENT GAS VALVE TPED TELEPHONE PEDESTAL OHU OVERHEAD POWER LINE THH TELEPHONE HAND HOLD DMUE DRAINAGE MAINTENANCE & UTILITY EASEMENT --------�--- GAS LINE WATERLINE ue UNDERGROUND ELECTRICAL x FENCE LINE WOO DSLINE (TYP.) N c' E 00 m 0 00 U bb 4- N W O � N NO N Z � ' hn O c>3 _G 0 N N N Ma) 00 L a� Y Q V 0) C) C: 0)V w L/) Q) 4tQ) N 0 c m v) 0 w N z O J ZQ Q W oQ LL Z C7 F/ M Z O (V rl Z] (V O O O Z 00 Y� aaa w�02a 2 Q z �NA= UnMM C7 aa- a a J V L z O a Lu O a Q z JO U W z<za U < Q ui g O 0 Q a LLI uz}� w w I..- Z O Q O O a cn U F- 3 V w w 0 Z o 0 u i w Lu 0 v 2 cr_ U a Z Ln (V w (V a 0 � = O (D z zaaaaaao DRAWN BY: SDT CHECKED BY: ARS DATE: 03/24/2021 PROJECT NO.: 500.06 REF. NO.: SCALE: 1" = 40' C4 , -. S5�,,,,,, E GRAPHIC SCALE 40 0 20 40 80 160 Cl I I I I I I BEFORE YOU DIG! CALL 811 N.C. ONE -CALL CENTER IT'S THE LAW! ( IN FEET) 1 inch =40 ft. 1OF8