NCC232294_Site Plan or Location Map_20230802

TEMPORARY BYPASS PUMPING FOR SANITARY SEWER OUTFALL RELOCATION O QO /
-The Vendor/Utility Contractor is required to furnish all materials,labor, `% rN
TH
equipment,power,maintenance,etc.to implement a temporary pumping QP co o
system for the purpose of diverting the existing sanitary sewer flow around + 1j " ox
the work area for the installation and connection of the proposed project. ,�0� CHALLENGE Lu c n a,N
-Coordinate the work with the City of Graham and Pureflow,Inc.to limit any DRIVE , all a IL Fa u
impacts. / •N 9 Z
-Install the proposed sanitary sewer outfall from Doghouse MH 1,Station '17,'o a= v
^ 1+84.30 to Station 6+35. , v '�-
L- JAY LANE o.St Lo C7 N
-Make the connection to Existing ME 4 on a weekend to limit any possible m m
O impacts to users. / co oo 0
TV -Prior to the start of work the Vendor/Utility Contractor shall prepare and ENO r @J LD
a
Ce submit to the City of Graham or their representative for review and tiONE aN�oPO 1-40 v
N acceptance a specific,detailed plan describing the proposed bypass system q,x NEX I Q m
Z for the proposed project. PARCEL No.152790 'LO -LO
� m -Adual
pump
system
flowterequir be ed.used with each pump provided capable of BELTON,LLC vONF.PE
handlingq DB 3382,PG 634
0 o -The bypass pumping system shall have sufficient capacity to pump the peak ZONING:C-MXR ¢I r
Z Q flow provided by the City of Graham or the Vendor/Utility Contractor may GOLF COURSE LUC:1 1, /{-
cLi
Z perform independent evaluation prior to beginning work. I ,•, Eno Ate._
2 VICINITY MAP d
C7 — — 1"=1,000' '_
tip .2 ENm�
z // . ..... \ PARCEL DATA: w c� c
}yrrS _ LOT l7A WI
c/ I I
PARCEL ID:152742 'sI \ ACREAGE:4.825 AC.+/-
50'SETBACK DEED REF.:DB 2021 PG]0]TRAR#2 w/ PLAT REF.:P86],PG6 U
TYPE"A"PLANT YARD LOT 18A
�// / PARCEL ID:152789
i . / // // / / I ACREAGE:8.081 AC.+/- \ /
/- / / I DEED REF.:DB 1802,PG 44
// EXISTING USE:VA:A1 / J
EXISTING ZONING:I-1 INDUSTRIAL LAND // \\
�_ / N4,\p�0� / / / / I PROPOSED USE:NDUSTRIALTOTAL AREA COMBINED S I7A&18A:12.91 AC.+/- z0 J
'' PROPOSED INDUSTRIAL BUILDING:56,142 S.F. p
i.... / / /
/ / I PROPOSED BUILDING HEIGHT:38'+/- i
- / \ _ _ SIGNAGE:NONE PROPOSED AT THIS TIME Ow
PARCEL No.152790 _ _ - �/ }' /'/'' I-111NDUSTRIAL DISTRICT(LIGHT))DIMENSIONAL STANDARDS: 8 O
BELTON,LLC - - PROPOSED H
P DOGHOUSE MH 1 MINIMUM LOT AREA:N/A a j
DB 3382,PG 634 i� / / �st,X, PARCEL No 2789 STD.SS-9 IO MAXIMUM LOT COVERAGE:N/A 30 C z u
WITH
: SUFFICIENT WIDTH FOR
'RES'ce� b&L LAJ40 DB 02,PM
44 T CO.,LLC OUTSIDE
SS-2
IO�F'r YAINIMUM LOT RD DEPTH FRONT:H 500FEET FOR BUILDINGS'PAILDING AND RKING AREAS '5`=
/ PB 67 PG LOT 18A 8.081 ACRES l t' \ "((,��LL.. SHALL BE SET BACK AT LEAST 10 FEET FROM .a
-'� / / / , - / ZONING:I-1 \ \ I THE PROPERTY LINE u0.�,Lp
I / v �'S /'/'' MANUFACTURING LUC:4 2p MINIMUM YARD SIZE:
NED
I 1"EIP11 / /• / NSW EOSU / i \ I �F'9 SIDE YARD WIDTH: RESIDENTIA50 FEET L OR ANY RESIDENCCENT TO A LOT E ON LOT J
CONTROL CORNER I \ \ -� SSft J� \ \ F OTHERWISE ZONED;20 FEET ELSEWHERE L
N 845,211.80 , -o \ I LEVEL I I Q
.. Y SPREADER#2
\ _E`,413.26 _ _ �) r _ / \ C.I.10 SIDE YARD WIDTH ABUTTING STREET:50 FEET J
/ / REAR YARD DEPTH: SO FEET ADJACENT TOALOT ZONED
y PRO / / CL
' \ FILTER i'I RESIDENTIAL OR ANY RESIDENCE ON A LOT
SV=E P P— °/ �� / ZONFr /_"'/ o \ \N I PROPOSED MH2I STRIP I V.504.30' OTHERWISE ZONED;20 FEET ELSEWHERE
0
_OK� • J II)
DIIMPSTER di 7� WATERSHED INFORMATION:
SEIg / /'/ t1.4/S /YoNf/ N Y ` W J
REJa �P1'1`\�M z W RELOCATE EXISTING 8 :e. VISTMH2 THIS PROPERTY IS NOT LOCATED IN A WATER SUPPLY WATERSHED rqE I
I / / ,.,s'caO' / z SANITARY SEWER mrvc °frc c FLOW BYPASS FLOOD INFORMATION: Ce D
, � _ / ~O I STRUCTURE
C.I.4
A PORTION OF THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD
/ E1j E� PUMP DISCHARGE MH Ix HAZARD AREA PER FIRM MAP NUMBER 3710886400K,MAP REVISED /�
4-------/ 005 O KEEP IN SERVICE UNTIL I DATE:NOV.17,2017 AND MAP NUMBER 3710885400K,MAP REVISED 1�� LJ"J
c I / / '�pP� I NEW OUTFALL IS IN SERVICE 9 I LE DATE:NOV.17,2017.
\ / /// FLOW BYPAS '..I^ ` • J J �O T T J =_ i I~ CONSTRUCTION NOTES: (�
N \ �-- l,STRURURE ,n ` I I I I I„'r C.' I1
I. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF
o EP •
STMH 1 I HD ASPHALT rrr... ^ I N GRAHAM,SPECIFICATIONS AND STANDARD DETAILS,LATEST EDITION.
---- / �` _/'' FS'QSQ !- IT V=}LU-671' • •m iI 1 � PARCEL No.152790 2.EROSION&SEDIMENT CONTROL PLAN REVIEW AND PERMIT
SS • \2 I REQUIRED FROM THE CITY OF BURLMGTON ENGINEERING
i F PARCEL No.152742 � + 1 l l Po I� BELTON,LLC DEPARTMENT PRIOR TO LAND DISTURBING ACTIVITY. i
D&L LAND DEVELOPMENT LLC / ?'� L-6 12"HDPE *- • ^� = RETAINING WALL STMH3 Q DB 3382 PG 634 3.WATER EXTENSION PERMIT REQUIRED FROM TFQ!STATE,SUBMIT _
Io DB 2021,PG 707 CO./ / I LEVEL I SNP 1 I I WITH RAILING- L-17 C.I.] LiI In ZONING:C-MXR CONSTRUCTION PLANS TO CITY FOR REVIEW. pw
,/ SPREADER#1 8"PVC Q C.I.1 12"HDPE I 1��R P.—_ GOLF COURSE LUC 1 4.SANITARY SEWER PERMIT WILL BE REQUIRED FOR SANITARY pG�u
PARCEL No.152654 P667 PG LOT 17A 4.82 ACItEb (, RETAINING WALL�I SEWER RELOCATION,SUBMIT CONSTRUCTION PLANS TO CITY FOR UQ
CP �12"HDPE PROP SED 56,000 .F.BUILDIN WITH RAILING L-1018" REVIEW.NO ADDITIONAL FLOW PROPOSED FOR RELOCATION ONLY. i i
LUXFER USA LIMITED ZONING:I-1 I I I I R IF
DB 667,PG 832 MAUNUFACTURING� / " I _ I _� ` A C
ZONING:-2 � P/ m -'.^� ♦ — • w CONCRETE RCP 1.5
O' S.5' 18 STORMWATER MANAGEMENT: Z
MANUFACTURING LUC:4 /20,,'/ v o st = HD ASPHALT I LJ C..§g
/ I I I I RETAINING WALL ..I AREA:LOTS 17A&18A=12.906 ACRES+/-
pF�
Cl.C.1.2 5.5' L-16 12"HDPE t, O u
EX.FLU /yA / WITH RAILING M. _ I'C18 EXISTING BUILT-UPON AREA:0.0 ACRES dut
-TVIE \ _o •ORDIN EDOWNSPO LO'TION I i I PROPOSEDBUA:129,287 S.F.=2.968 ACRES
_ / 11 WITH APP.OVED BUILDIN•P'NS �I� FOR LOW DENSITY OPTION BUA SHALL BE LESS THAN OR EQUAL TO 24%
/�.../ 1a �, 30' I 19' CONC.^• g \ ¢ F. PROPOSED DEVELOPMENT PERCENTBUA:2.968 AC./12.906 AC=23_0% `\\
// - u STEPS WITH 1 0 II I Z i I
_ OORDINATE DOWNSPOT LOCATION i HANDRAIL o EROSION CONTROL:
��/ ~ N�� . I 1ITH APPROVED BUILDING PLANS Ill=6"PVC SEWER SE'V� \- J I EI2` 1 I- Ce I
/ / FSD o D Lbe II I I I I I■®JQ' C.I-9 PROPOSED I /-
/ 7, AREA:LOT51]A&18A=12.906 ACRES+/ N— ICI I -��_ .l_ L-15 12"HDPE MH 3 = DISTURBED AREA:OFFACRES NS�/ u I NC DEO REGIONAL OFFICE:WINSTON-SALEM,NC/ v 30 PROPOSED INDUSTRIAL DEVELOPMENT
D //�'I� ' /43 / / 1-� 24 19' N I SOIL INFORMATIONFROM WEB SOILSURVEV: wf '� 2>fl'- ` FDC -t 24' EnC Enon sandy loam,6to lO percent slopes 'It',"
z
IL FC.1.3 tb. --- EnD Enon sandy loam,l0 to l5 percent slopesSO'FRONT SETBACK �- w ,� /\ I • ChA Chewacla loam,Oto2percent slopes,frequently FloodedNyi EXISTING 5.5' S'S 8'CONC.SIDEWALK J �� �\ CnE2 Cullen clay loam,15 to 45 percent slopes,moderately eroded O
6'CONCRETE . 1 \$TART$IDEWALK COMMUNICATION PED. wj� CnB2 Cullen cla percen p yerD�� $IDEWALK PER a0' _itrill', 7 ....s.i0.,...171(
4REMOVE yoam,2to6 tslo es,moderate) dedAT PROPERTY LINE ? .77 0 3
H/ CITY OF GRAHAM IIIII � SXISTING FH' DETAIL$T-3 4'GRA$$$TRIP is' Ili 25'� PP4 2 D&NLAND DEER VELOPMENT CO C s8 STREET YARD , ZSTREET YARD ,• 1 __W STD F ~11 ESIDE _�. .�,w;-_ .�__ _ . _ _-� J
,___ _-- ____ __--w.___ _-_w___s c„ .r•. --W____,.-_- m____ MANAGER:DANIELJ.IOHNSON IN p W_ 2
1 336-32-AY LANE GRAHAM,NC 27253 = o
Ex.C.I. JAY LANE PLUG&BYPASS PUMP 4'GRASS STRIP STD.W-7 I I � '^ A 336-532-D30o zp p u
-- --- ---SD�PUbIICRIyhtOtWdY_ ---- EXISTING
---—--��- �- ----� EXISTING LEGEND t F o 0
_ _____ _ —__—__ warsaMEsaeoxwM nREHvo
F SSMH RIM ELEV:545.83 $'CONCRETE
— NV IN:531.fi3 SIDEWALK PER � 1 I WATER RANT!HYDI
I CITY OF GRAHAM AS-BUILT INV OUT:5531.58 CITY OF GRAHAM 1-8 x 6"HYDRANT TEE _. ._ ® VALVE IWVI SANITARY SEWER MANHOLE g Z\' b.
EXISTING B"SRN.SEW.AT 0.5% DETAIL$T-3 1-6"GATE VALVE \ O STORM Mouovll SrMHI oLE IssMHI
1-8"x8"TAPPING SLEEVE 1-FIRE HYDRANT o CLEAN OUT OaQ©�©a CAPACITY OF Er PIPE 1-8"GATE VALVE 2-6"MECHANICAL JOINT UTILITY POLE DB z
AT 0.5%:460 GPM PARCEL No.MEET _ I P' '^
GENERAL NOTES AND SYMBOL MECHANICAL JOINT RESTRAINT D&L LAND DEVELOPMENT C TALC PB PLAT R DRAWN BY:BBN
1 THIS PLAT IS SUBJECT TO ANY EASEMENTS,AGREEMENTS OR RIGHTS OFRESTRAINT W/CONCRETE CONCRETE THRUST BLOCKING DB 1416 PG 484 4 LIGHT POLE 0/A CHECKED BY:
G PAGE
THRUST BLOCKING
DOCUMENT WAS PREPARED WITHOUT THE 2 ALL BEARINGS&COORDINATES ARE BASED BENEFIT
LAT REFEWAY,WHICH WERE NOT VISIBLE AT TNE TIME OF MY RN THIS ENCES: MANUFACTURING LUC:4 E/r EDGE OF PAVEMENT
3 ALL DISTANCES ARE HORIZONTAL GROUND IN US SU4GROUND LIGHT E/G EL DATE:10/22/2021
4 ALL PROPERTY CORNERS NOT OTHERWISE LABELED ARE NEW s/8'rIRON
Ra05. 'PROPOSED PAVEMENT SCHEDULES TO BE EVALUATED • GUY WIRE CONCRETE PIPE PROJECT NO.:310-03
B/L EASEMENT BYGEOTECHNICAL ENGINEER BASED ON SITE OBSERVATIONS. l DROP INLET
REF.NO.:
C/L CENTERLINE µJCSION ILMMTUSTC0�0 ® YARD INLET IYq SCALE 1"=50'
DE D.INAGE EASEMENT PssA A COMMON AREA OHU CCESS UTILITIES
ANC PROPOSED HEAVY DUTY PAVEMENT SCHEDULE CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE 'K Jt� ROJ QIII FINISH FLOOR ELEVATION
ClEIP EXISTING IRON PIPE EASEMENT 30.00' 24.38' 23.72' N 66°10'44"E 46°34'03" O GAS VALVE BASEMENT
EIR EXISTING IRON ROD POINT(NO MONUEMENr)ESDE SIGHT DISTANCE T 1.5"59.56 FINAL C2 5000' 119.05' 92.85' N68°49'25"W 136°25'00" OlGµO CT,b1T0T eSMr
PURPOSESPECIAL LOT % .1.5"59.5C INITIAL y 9 .. OVERHEAD oHOLo TRED TELEPHONE PEDESTAL "tN CAR „
P n�` onowra LINE 4t q'
RN,/ RIGHT OF WAY LAP UTILITY POLE i I j j 1 1 1 1 oMUE DPAINAGEMAINTENANCE&UTILITY EASEMENT /6.7,• sS/N,ti,.ROOOD RPA CORNER ••Y 1 11� 8 ABC STONE r- a-- GAS LINE
SEAL . -
PONT(NO MONUMENT _..i=%q.kaVe. � PARKING SUMMARY ,Y w-- WATERLINE rR. SETERaNVNPPE 2 �y
i UNDERGROUND ELECTRICAL >.
REQUIRED PARKING SPACES FOR A.CONCRETEMONUMENr =,m"If � t;;
LINES NOT FENCE eveD PROPOSED UGHTDU PAVEMENT SCHEDULE WAREHOUSES&INDUSTIAL BUILDINGS ONE SPACE FOR EACH EMPLOYEE FENCE LINE RPs_pa"aopAH=CHORD
0 Do UTILITIESIOHUI ` r T T T T, WODDSLINE PP.) OR 7/13/2023
�EERPRESERVATIONAREA % .2.0"59.56 NUMBER OF EMPLOYEES 80 EMPLOYEES
•r • •is CE COMMON ELEMENTS
THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE •i•.. •1.1 I 6 ABC STONE SPACES REQUIRED 76+4 ACCESSIBLE(80 TOTAL) /��
PROPERTY OF THE ENGINEER.THESE DRAWINGS ARE PROTECTED UNDER f������f.e � GRAPHIC SCALE Es 1.
COPYRIGHT LAWS AND MAY NOT BE REPRODUCED IN PART OR IN WHOLE BEFORE YOU DIG!
WITHOUT THE SPECIFIC WRITTEN CONSENT OF THE ENGINEER. SPACES PROVIDED 96+4 ACCESSIBLE(100 TOTAL) CALL 811 N.C.ONE-CALL CENTER SO 25 100 200
O 2023 STOLTZFUS ENGINEERING,INC. ITS THE LAW!
�O F�
(IN FEET)
D inch=50 ft.
1\CAD61Users IOwnerDropbox\SEI Projects I310-03 PUreflxlsdWg\2023MasterDwg1310-03 MesterSRePLan.dwg,7/13/2023 10:06:20 AM