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Home My WebLink AboutNCC217029_Site Plan or Location Map_20220107C:) DC �z h M 00 Q z oC 0 U z PARCEL No. 152790 BELTON, LLC DB 3382, PG 634 TEMPORARY BYPASS PUMPING FOR SANITARY SEWER OUTFALL RELOCATION - The Vendor/Utility Contractor is required to furnish all materials, labor, equipment, power, maintenance, etc. to implement a temporary pumping system for the purpose of diverting the existing sanitary sewer flow around the work area for the installation and connection of the proposed project. - Coordinate the work with the City of Graham and Pureflow, Inc. to limit any impacts. - Install the proposed sanitary sewer outfall from Doghouse MH 1, Station 1+84.30 to Station 6+35. - Make the connection to Existing MH 4 on a weekend to limit any possible impacts to users. - Prior to the start of work the Vendor/Utility Contractor shall prepare and submit to the City of Graham or their representative for review and acceptance a specific, detailed plan describing the proposed bypass system for the proposed project. - A dual pump system shall be used with each pump provided capable of handling the full flow required. - The bypass pumping system shall have sufficient capacity to pump the peak flow provided by the City of Graham or the Vendor/Utility Contractor may perform independent evaluation prior to beginning work. TO* PARCEL No. 152790 To`� �0 N0 BELTON, LLC tiON� P� DB 3382, PG 634 ZONING: C-MXR GOLF COURSE LUC: 1 it I 50' SETBACK / TYPE "A" PLANT YARD I- PROPOSED DOGHOUSE MH 1 , / PARS No. 152789 STD. SS-9 "D & L LAN�EVELOPMENT CO., LLC WITH /�' DB 1802, PG 44 OUTSIDE SS-2 I - / RE6'7 PG 6 LOT 18A 8.081 ACRES 1\ \✓�,�� / / / / y = ZONING: I-1 \ MANUFACTURING LUC:4 \ 1"EIP CONTROL CORNER N 845,211.80 � � � \ E 1,891,413.26 �.� - - m U m I \ PROPOSED MH2 I 1� I DUMPSTER C.I. 10 S I /Ln o I I RELOCATE EXISTING z SANITARY SEWER C.I. 4 m PUMP DISCHARGE MH I z I STMH 4 PLUN s KEEP IN SERVICE UNTIL I I / U NEW OUTFALL IS IN SERVICE I 1 do L-19 30"RCP '\ �PO C 422 "/' INV.530.0' Ln m _ FLOW BYPAS ti �P 280' v W / I /, STRUCTURE ,n '-'-' D 1 STMH 1 N� Q - - � C_ D PARCEL No. 152742 ;1 z a D & L LAND DEVELOPMENT CO. LLC / oS�P� j � L-6 12" HDP A o DB 2021, PG 707 // / LEVEL 8" PVC C.I. 1 NP 1 N PB 67 PG 6 LOT 17A 4.825/ES SPREADER #1 12" HDPE PARCEL No. 152654 0 LUXFER USA LIMITED J ZONING: 1-1 / ' / PROPOSED 56,000 S.F. BUILDING DB 667, PG 832 MAUNUFACTURI .6 :14 5 5 N ZONING: 1-2 MANUFACTURING LUC: 4 / PLO / V n0 0 C.1.2 5.5' n EX. FLUME / �� COORDINATE DOWNSPOT LOCATION Y.I. 1 L_22 / o WITH APPROVED BUILDING P NS MH 5 / / 30' 19' > 6�1.r COORDINATE DOWNSPOT LOCATION °,,° I WITH APPROVED BUILDING PLANS / N o >` / C N 8" RPZ IN RISER ROOM D -H 280' - C.I. 3 011 rn c1 50' FRONT SETBACK Z `" 5.5' 5'58' CONC. SIDEWALK J 30' N 3" RPZ LL o STD. W-7 a / 25' 25' 0 311 METER 8' STREET YARD 8' STREET YARD STD. W-17 --- W- W----- ---- W----- W-- - W----- W----- W----- W----- W----- W----- W----- W----- W----- W----- W----- W----- W----- W----- W----- W----- W----- W----- W------'Yv----- -- W----- W----- W----- W----- VJ----- W----- W----- ---- W----- W----- W----- W----- W----- W----- W----- W----- VJ----- W-- EX. C.I. JAY LANE - _ _ --PLUG & BYPASS PUMP _ _ _ _ _ _ _ _ _ U IC Right ot Way EXISTING MH5 _v_________� — -- SSMH RIM ELEV: 545.63 INV IN: 531.63 I I I CITY OF GRAHAM AS -BUILT INV OUT: 5531.58 EXISTING 8" SAN. SEW. AT 0.5% CAPACITY OF 8" PIPE 1 - 8�" x 8" TAPPING SLEEVE AT 01 - 8 GATE VALVE .ITY OF GPM GENERAL NOTES AND SYMBOL LEGEND M ECHANICAL JOINT 1. THIS PLAT IS SUBJECT TO ANY EASEMENTS, AGREEMENTS OR RIGHTS OF WAY, WHICH WERE NOT VISIBLE AT THE TIME OF MY INSPECTION. THIS DOCUMENT WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT. 2. ALL BEARINGS &COORDINATES ARE BASED UPON (SEE PLAT REFERENCES). 3. ALL DISTANCES ARE HORIZONTAL GROUND IN US SURVEY FEET. 4. ALL PROPERTY CORNERS NOT OTHERWISE LABELED ARE NEW 5/8" IRON RODS. B/L BUILDING LINE OSSE OFF SITE SEPTIC EASEMENT CA COMMON AREA OHU OVERHEAD UTILITIES C/L CENTERLINE PSSAME PRIVATE SANITARY SEWER DE DRAINAGE EASEMENT ACCESS & MAINTENANCE EIP EXISTING IRON PIPE EASEMENT FIR EXISTING IRON ROD PT POINT (NO MONUMENT) ESM'T EASEMENT SIDE SIGHT DISTANCE EASEMENT NIR NEW IRON ROD SPL SPECIAL PURPOSE LOT R/W RIGHT OF WAY UP UTILITY POLE PROPERTY CORNER POINT (NO MONUMENT) EASEMENTCORNER — — — — — — — — LINES NOT SURVEYED FENCE OVERHEAD UTILITIES (OHU) TREE PRESERVATION AREA THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER. THESE DRAWINGS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE REPRODUCED IN PART OR IN WHOLE WITHOUT THE SPECIFIC WRITTEN CONSENT OF THE ENGINEER. O 2021 STOLTZFUS ENGINEERING, INC. *PROPOSED PAVEMENT SCHEDULES TO BE EVALUATED BY GEOTECHNICAL ENGINEER BASED ON SITE OBSERVATIONS. PROPOSED HEAVY DUTY PAVEMENT SCHEDULE STRAINT W/ CONCRETE w I o I I I HD ASPHALT I ' = I I 00 I I I -17 12L HDPE I I I C.I. 7 L-1 STMH 3 5' CONC. WALK WITH H ND AILSI a 1" R P RAMP I I RAMP I I 00 I 0 o CONCRETE HD ASPHALT � -;p = 140' J C.I. 8 L-16 12" HDPE w 80' 0 I a Q m ~ 2 00 6" PVC SEWER SERVI E J S C.1.9 p OPOSED L-15 12" HDPE . I I MH 3 I �I I I 1 30, I I /I FDC I I I by � \ I ornnnXir 4'x2' GI 1 ___ STD. 840.24 VIF 4 I EXISTING / MH4 1 - 8" x 6" HYDRANT TEE 1 - 6" GATE VALVE 1 - FIRE HYDRANT 2 - 6" MECHANICAL JOINT RESTRAINT CONCRETE THRUST BLOCKING EXISTING FH 18 24' C.I. 6 "y � 7 r 7 ` t 7� Z N LEVEL I SPREADER #2 FILTER STRIP INV. 504.30' 0° r I r 8"PV STMH 2 C FLOW BYPASS ISTRUCTURE Y U U �m Ln X o 00Ln W O J 10= i z Q Iw i I- 18" RCP C.I. 5 LO S a I Q U � a 0 � o = N J 24' I 19' Ln U-I PARCEL No. 152788 D & L LAND DEVELOPMENT CO., LLC DB 1416 PG 484 MANUFACTURING LUC: 4 CURVE I RADIUS IARC LENGTH CHORD LENGTH I CHORD BEARING I DELTA ANGLE C1 30.00' 24.38' 23.72' IN 66°10'44" E 46°34'03" C2 50.00' 1119.05' 92.85' IN 68°49'2S" W 136°25'00" PARKING SUMMARY REQUIRED PARKING SPACES FOR WAREHOUSES & INDUSTIAL BUILDINGS ONE SPACE FOR EACH EMPLOYEE NUMBER OF EMPLOYEES 80 EMPLOYEES SPACES REQUIRED 76 + 4 ACCESSIBLE (80 TOTAL) SPACES PROVIDED 96 + 4 ACCESSIBLE (100 TOTAL) PARCEL No. 152790 BELTON, LLC DB 3382 PG 634 ZONING: C-MXR GOLF COURSE LUC: 1 �O�� TILITY RRQ 0Q. G!p� GQ' T�NwwT-p V+ Y BEFORE YOU DIG! CALL 811 N.C. ONE -CALL CENTER IT'S THE LAW! 4CHALLENGE DRIVE SITE JAY LANE R�v�n P�NO I-40 LEGEND VICINITY MAP 1" = 1,000' PARCEL DATA: LOT 17A PARCELID:152742 ACREAGE: 4.825 AC. +/- DEED REF.: DB 2021 PG 707 TRACT #2 PLAT REF.: PB 67, PG 6 LOT 18A PARCELID:152789 ACREAGE: 8.08 AC. +/- DEED REF.: DB 1802, PG 44 EXISTING ZONING: 1-1 EXISTING USE: VACANT INDUSTRIAL LAND TOTAL AREA COMBINED LOTS 17A & 18A: 12.91 AC. +/ PROPOSED USE: INDUSTRIAL PROPOSED INDUSTRIAL BUILDING: 56,000 S.F. PROPOSED BUILDING HEIGHT: 38' +/- SIGNAGE: NONE PROPOSED AT THIS TIME 1-1 (INDUSTRIAL DISTRICT (LIGHT)) DIMENSIONAL STANDARDS: MINIMUM LOT AREA: N/A MAXIMUM LOT COVERAGE: N/A MINIMUM LOT WIDTH: SUFFICIENT WIDTH FOR BUILDING AND REQUIRED SIDE YARDS YARD DEPTH FRONT: 50 FEET FOR BUILDINGS; PARKING AREAS SHALL BE SET BACK AT LEAST 10 FEET FROM THE PROPERTY LINE MINIMUM YARD SIZE: SIDE YARD WIDTH: 50 FEET ADJACENT TO A LOT ZONED RESIDENTIAL OR ANY RESIDENCE ON A LOT OTHERWISE ZONED; 20 FEET ELSEWHERE REAR YARD DEPTH: 50 FEET ADJACENT TO A LOT ZONED RESIDENTIAL OR ANY RESIDENCE ON A LOT OTHERWISE ZONED; 20 FEET ELSEWHERE WATERSHED INFORMATION: THIS PROPERTY IS NOT LOCATED IN A WATER SUPPLY WATERSHED FLOOD INFORMATION: A PORTION OF THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD HA7ARn ARFA PFR FIRM MAP NIIMRFR 171FIRRF,Annv MAP RF\/ISFn CONSTRUCTION NOTES: 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF GRAHAM, SPECIFICATIONS AND STANDARD DETAILS. LATEST EDITION 2. EROSION & SEDTMENT CONTROL PLAN REVIEW AND PERMIT REQUIRED FROM THE CITY OF BURLINGTON ENGINEERING DEPARTMENT PRIOR TO LAND DISTURBING ACTIVITY. 3. WATER EXTENSION PERMIT REQUIRED FROM TIIE STATE, SUBMIT CONSTRUCTION PLANS TO CITY FOR REVIEW. 4. SANITARY SEWER PERMIT WILL BE REQUIRED FOR SANITARY SEWER RELOCATION, SUBMIT CONSTRUCTION PLANS TO CITY FOR REVIEW. NO ADDITIONAL FLOW PROPOSED FOR RELOCATION ONLY. STORMWATER MANAGEMENT: AREA: LOTS 17A & 18A = 12.91 ACRES +/- EXISTING BUILT -UPON AREA: 0.0 ACRES PROPOSED BUA: 126,181 S.F. = 2.897 ACRES FOR LOW DENSITY OPTION BUA SHALL BE LESS THAN OR EQUAL TO 24% PROPOSED DEVELOPMENT PERCENT BUA: 2.897 AC. / 12.91 AC = 22.4% EROSION CONTROL: AREA: LOTS 17A & 18A = 12.91 ACRES +/- DISTURBED AREA: 11.1 ACRES +/- NC DEQ REGIONAL OFFICE: WINSTON-SALEM, NC PROPOSED INDUSTRIAL DEVELOPMENT OWATER METER BOX (WM) ® WATER VALVE (WV) OSTORM MANHOLE (STMH) UTILITY POLE LIGHT POLE f� GROUND LIGHT • GUY WIRE ® YARD INLET (YI) GV GAS VALVE OHU OVERHEAD POWER LINE --------�--- GAS LINE WATER LINE Ue UNDERGROUND ELECTRICAL FENCE LINE x WOODSLINE (TYP.) FIRE HYDRANT (HYD) O SANITARY SEWER MANHOLE (SSMH) O CLEAN OUT 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 0 = FOUND IRON PIPE ® =SET IRON PIN • =COMPUTED POINT p=CONCRETE MONUMENT CH =CHORD R/W = RIGHT OF WAY P.B. = PLAT BOOK D.B. = DEED BOOK PG. = PAGE DE - DRAINAGE ESMT. CE = COMMON ELEMENTS GRAPHIC SCALE 50 0 25 50 100 ( IN FEET) 1 inch =50 ft. 200 1 fV E o' 00 m 0 IZI, ONO U t1A 4- LU C: 0 L D r-� fV . �cVONU z N I s= MO 0 C: M �lpL7 N Nmm a� 00 L 0 Y Q V C: to IRE: a� C: Ln UlV LUtagc N Q) Q) N - w O tmv) U U Z � 0 Q U 2H �z O w za �0 Ln LU LUN Z > N w w 0 z U 0 ogz z LU 0 Co N �^ a 0 —1 0 z a o ~ J LPL J LLI Y� co a W Q z J LU z=U LDUa U�ga O O Q Q U Z H w Li z O Q 0 dcUUU LI-I U7 O z z W z � O 0 LA O U LU Q N N °aaaaaa DRAWN BY: BBN CHECKED BY: DATE: 10/22/2021 PROJECT NO.: 310-03 REF. NO.: SCALE: 1"=50' ``" Ul IIIIlr11 ,, SEAL _ - 2�u35e4 I��7lI111141 N1t\\ 12/14/21 C3 3 OF 16 \\CAD6\Users\Owner\Dropbox\SEI Projects\310-03 Pureflow\dwg\310-03 Master.dwg, 12/16/2021 10:01:37 AM