WQ0045164_Site Plans/Maps_20240916

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PROP. FM TO CONNECT INTO EX.
GRAVITY MANHOLE. COAT INTERIOR OF
EX. MH WITH MIN. 80-MIL THICKNESS
EPDXY COATING
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PROP. 4" DIP CASING PIPE
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WALTMST PROPERTIES OE
INC EO
P/N.• 9631-44-5163
DB 1172 PG 614
PB 2007, PG 175 ,•
PROP. WATER
\ EASEMENT 7.5'
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P / OF EXI�NG /
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WATER MAIN
APPROXIMATE LOCATION OF GAS LINE
PER NC811 MARKINGS. PAVEMENT � ^�00` /� // /
REMOVAL/REPLACEMENT AND BORING 0/
(HORIZONTAL DIRECTIONAL DRILLING) 1D / / /
NEEDED FOR SERVICE IN THIS LOCATION. / / / I bo
CONTRACTOR TO VERIFY LOCATION AND G0 E�/ / / �� l m
\ \ DEPTH PRIOR TO CONSTRUCTION OF
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\ PROP. TAPPING SADDLE CONNECTION TO EX. 8"
\ WATER MAIN
\ PROP. 2" TYPE K COPPER WATERLINE /
PROP. 2" WATER METER / /
N/F / / / / / PRPVC FORC MAINS I
TRACT 1 —
TRAMWAY 5TAT/ON LLC /
PIN.- 9631-44-6655
\, OB 1274, PG 61 PROP. 2" TYPE K COPPER WATER METER STUB.
PB 2007, PG 261 TO BE CAPPED FOR FUTURE / PROP. POLE MOUNTED S I I
\ CONNECTION BY TENANT �/ TRANSFORMER TO BE
PROP. 90° BEND
\ PROP. CONNECTION TO EX. GAS LINE 1-1< 1. INSTALLED ON EX. DUKE POLE
PROP. APPING SLEEVE AND VALVE/ � PROP. E-ONE GRINDER PUMP (W
PROP. 1" IRRIGATION METERSERIES DUPLEX 48"A62") AND 1.25"
CONNECTION TO EX. 8" WATER MAIN , / /
/ / FORCEMAIN. CONTRACTOR TO PLUG
COPPER / �°O 1-1 / / A. FMB GRAVITY INVERT IN FOR 6" LINE FOR
PROP. 1" TYPE
/� / PROP. CONNECTION TO FM FUTURE CONNECTION BY TENANT
WATER SERVICE / / PDG GRAVITY NETWORK
_ PROP. DUPLEX
IQ) or
ALARM PANEL W/
All 0 STUB TO BE CAPPED FOR FUTURE O PROP. BENDS / O RECEPTACO E
CONNECTION BY TENANT i �' �STORAGE / /� / / • �,• ° PROP. GENERAL
TANK BY NATURAL GAS GENERATOR OR
CT 1 UTILITY POLE/GUY WIRE TO BE PROTECTED DURING / / / / I " OTHERS APPROVED EQUAL
TRA
CONSTRUCTION. HEIGHT TO BE RESET TO MATCH PROP.
P/NE RESERI/E LLC GRADES (POSSIBLE RELOCATION OF OH LINES PENDING - s
PIM 9631-44-1034 COORDINATION WITH DUKE ENERGY) vp0 /' ---1 � �
DB 1563 PG 936 / 1� j ONSITE ROOF AND STORM
PB 2020, PG 136 i / pp / / I a SYSTEM BY OTHERS
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\\ /\°� (' PROP. RCP TO BE ENCASED IN CONCRETE O < a•
COLLAR TO EXTEND TO Z EACH SIDE OF
WALL AND BOND BREAKER TO BE PLACED IN �• a
BETWEEN RCP AND CONCRETE COLLAR s s � °
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PIN.- 9631-43--0400
ESTATE BOOK 91-E-150
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PROP. SEMI PERMANENT
TYPE 3 BARRICADE
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53.52'
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UTILITY NOTES
1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY OF SANFORD
DESIGN STANDARDS, DETAILS & SPECIFICATIONS.
2. UTILITY SEPARATION REQUIREMENTS:
A. A DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY SEWER & ANY PRIVATE OR
PUBLIC WATER SUPPLY SOURCE SUCH AS AN IMPOUNDED RESERVOIR USED AS A SOURCE OF
DRINKING WATER. IF ADEQUATE LATERAL SEPARATION CANNOT BE ACHIEVED, FERROUS
SANITARY SEWER PIPE SHALL BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS.
HOWEVER, THE MINIMUM SEPARATION SHALL NOT BE LESS THAN 25FROM A PRIVATE WELL OR
50' FROM A PUBLIC WELL.
B. WHEN INSTALLING WATER &/OR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN
UTILITIES SHALL BE 10'. IF THIS SEPARATION CANNOT BE MAINTAINED DUE TO EXISTING
CONDITIONS, THE VARIATION ALLOWED IS THE WATER MAIN IN A SEPARATE TRENCH WITH THE
ELEVATION OF THE WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE SEWER & MUST BE
APPROVED BY THE PUBLIC UTILITIES DIRECTOR. ALL DISTANCES ARE MEASURED FROM
OUTSIDE DIAMETER TO OUTSIDE DIAMETER.
C. 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER & STORM
SEWER FACILITIES, UNLESS DIP MATERIAL IS SPECIFIED FOR SANITARY SEWER.
D. MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATERMAIN & RCP STORM DRAIN CROSSINGS;
MAINTAIN 24" MIN. VERTICAL SEPARATION AT ALL SANITARY SEWER & RCP STORM DRAIN
CROSSINGS. WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS
& A CONCRETE CRADLE HAVING 6" MIN. CLEARANCE.
E. ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH 18" MIN.
VERTICAL SEPARATION REQUIRED.
3. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING BUSINESSES
THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS SHALL BE
PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE CITY OF SANFORD PUBLIC UTILITIES
DEPARTMENT.
4. IT IS THE DEVELOPER'S RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER & SEWER
SERVICES NOT BEING USED IN REDEVELOPMENT OF A SITE UNLESS OTHERWISE DIRECTED BY THE
CITY OF SANFORD PUBLIC UTILITIES DEPARTMENT.
5. ALL UTILITY CROSSING ELEVATION CALLOUTS ARE APPROXIMATE AND SHOULD BE FIELD VERIFIED
BY THE CONTRACTOR. ENSURE MINIMUM VERTICAL SEPARATIONS ARE MET.
6. CONTRACTOR TO COORDINATE UTILITY TRENCHING AND INSTALLATION WITH OWNER'S
REPRESENTATIVE TO ENSURE MINIMAL INTERRUPTION TO TRUCK DELIVERIES TO EXISTING
TENANTS.
7. NCDOT ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK (INCLUDING MAIN
EXTENSIONS & SERVICE TAPS) WITHIN STATE ROW PRIOR TO CONSTRUCTION.
8. UNDERGROUND UTILITY LOCATIONS SHOWN ARE TO STANDARD OF ACCURACY BASED ON UTILITY
MARKOUT METHOD NOTED IN SURVEY. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING
CONSTRUCTION OF RELATED ADJACENT INFRASTRUCTURE.
9. CONTRACTOR TO REPLACE EXISTING FORCE MAIN BUT WILL UTILIZE THE EXISTING SLEEVE UNDER
CENTER CHURCH ROAD IF IN GOOD CONDITION. EXISTING SLEEVE MUST BE INSPECTED BY
CONTRACTORS. CONTRACTOR TO PROVIDE REPORTS TO ARISTA AND SHEETZ. IF FOUND
UNSATISFACTORY, THE REPAIRS WILL BE COMPLETED BEFORE PAD ACCEPTANCE BY SHEETZ.
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REVISIONS
REV DATE I COMMENT
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
DRAWN BY ■
AS -BUILT
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION
DOCUMENT UNLESS INDICATED OTHERWISE.
PROJECT No.: NCR211038
DRAWN BY: JME
CHECKED BY: OAK
DATE: 05/30/2023
CAD I.D.: UTIL - 0
PROJECT:
SHEETZ AS -BUILT
DOCUMENTS
FOR
OAT� Development, 1. LC
PROPOSED
DEVELOPMENT
2304 JEFFERSON DAVIS HWY
SANFORD,NC
BOHLERI
BOHLER ENGINEERING NC, PLLC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 200
RALEIGH, NC 27612
Phone: [phone]
[e-mail]
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SHEET TITLE:
UTILITY PLAN
SHEET NUMBER:
C-501
30 15 7.5 0 30
1 "= 30'
ORG. DATE - 05/30/2023

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EX. F/BER OPTIC
VAULT TO REMAIN
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EX. SPEED L/MIT 51ON TO BE RESET /F D/S,
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WAZ TRUST PROPERTIES j
INC ;
PIN- 9631-44-5163
DB /172 PG 614
PB 2007, PG 175 '
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4" D/P
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#10PO� ;~ 8" DIP
31 INV OUT = 49095'
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PROP. FM TO CONNECT INTO EX.
O ; GRAVITY MANHOLE. COAT INTERIOR OF
EX. MH WITH MIN. 80-MIL THICKNESS
EPDXY COATING \ �
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PROP. 4" DIP CASING PIPE I'I
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PROP. POLE MOUNTED'
OUNTED \ I ^ I
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INSTALLED ON EX. DUKE POLE
PROP. E-ONE GRINDER PUMP (W
SERIES DUPLEX 48"x162") AND 1.25" > /
40+50 , FORCEMAIN. CONTRACTOR TO PLUG ,
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�� FM GRAVITY INVERT IN FOR 6" LINE FOR
PROP. CONNECTION FUTURE CONNECTION BY TENANT ---
PDG GRAVITY NETWORK
r PROP. DUPLEX
ALARM PANEL W/ I '
\ 1 FUTURE 2,500 GALLON STORAGE '
4 ,: / GENERATOR
\\ O TANK & GRAVITY SYSTEM TO BE i \O' -- RECEPTACLE
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STORAGE --_ PROP. GENERAL 20kW
TANK BY NATURAL GAS GENERATOR OR
OTHERS APPROVED EQUAL `�` iQN� /A
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PUMP STATION NOTES
1. THIS PUMP STATION IS DESIGNED FOR 2,000 GALLONS PER DAY (GPD) AVERAGE FLOWS. A 2.50 PEAKING
FACTOR HAS BEEN APPLIED, RESULTING IN AN ESTIMATED 4.0 GALLONS PER MINUTE (GPM) PEAK
INFLUENT RATE. WITH A TOTAL DYNAMIC HEAD (TDH) OF 31-FT, THE SYSTEM WILL OPERATE AT 14 GPM.
2. 24-HOUR STORAGE WILL BE PROVIDED WITH A 2,500 GALLON TANK TO ALLOW FOR PUMP AND HAUL IN
THE EVENT OF A BLOCKAGE IN THE FORCE MAIN OR DOWNSTREAM SEWER. PABST DESIGN GROUP IS
RESPONSIBLE FOR THE DESIGN OF THE STORAGE TANK. REFER TO THEIR LATEST PLAN SET FOR EXACT
INVERTS & VAULT DIMENSIONS.
3. ALL PUMP STATION COMPONENTS SHALL BE SUPPLIED BY ENVIRONMENT ONE (OR APPROVED EQUAL).
4. ALL ABOVE GRADE ENCLOSURES INSTALLED SHALL BE PAD LOCKABLE AND NEMA 4X.
5. ALL WIRE INSTALLED SHALL BE COPPER.
6. ALL LOCATIONS WHERE PIPES ENTER OR LEAVE THE WET WELL OR VAULT SHALL BE MADE
WATERTIGHT WITH ALL SLEEVE OR NON -SHRINK GROUT.
7. SENTRY ADVISOR T260 DUPLEX AND SENTRY PROTECT PLUS DUPLEX SHALL BE COMBINED INTO ONE
PANEL. MANUFACTURER'S PANEL SHALL INCLUDE A GENERATOR CONNECTION, MANUAL TRANSFER
SWITCH, AND CELLULAR MODEM SENTRY ADVISOR T260 DUPLEX.
8. THE LOCATION OF THE EXISTING FM SLEEVE & CROSSING IS AN APPROXIMATION AND WAS DRAWN PER
VIDEO INSPECTION PROVIDED BY PIPETECHS PLUMBING ON 10/24/22 & 11/10/22.
9. CONTRACTOR TO FIELD VERIFY EXISTING SLEEVE UNDER CENTER CHURCH RD.
10. EXISTING SLEEVE MUST BE INSPECTED BY CONTRACTOR. REUSE SLEEVE IF IN GOOD CONDITION.
CONTRACTOR TO PROVIDE REPORTS TO ARISTA AND SHEETZ. IF FOUND UNSATISFACTORY, THE
REPAIRS WILL BE COMPLETE BEFORE PAD ACCEPTANCE BY SHEETZ.
11. CONTRACTOR TO FIELD VERIFY ALL UTILITIES WITHIN THE NCDOT ROW PRIOR TO INSTALLATION OF FM
PIPE.
12. CONTRACTOR TO INSTALL SHORING AS NEEDED FOR CONSTRUCTION WITHIN ROW. TEMPORARY
SHORING IS ANTICIPATED BASED ON THEORETICAL 2:1 SLOPE FROM BOTTOM OF PROPOSED
EXCAVATION TO EXISTING GROUND LINE. CONTRACTOR TO COMPLY WITH ALL REQUIREMENTS OF
APPROVED NCDOT ENCROACHMENT PERMIT.
30 15 7.5 0 30
1 "= 30'
FUTURE EDnF nF PAUFnnFNiT I IMITS DONE
BY NCDOT
FUTURE EDGE OF PAVEMENT LIMITS DONE BY NCDOT
I CENTER CHURCH RD, EDGE OF PAVEMENT TO EDGE OF PAVEMENT
/II
EX. GRADE
PROPERTY L/NE
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APPROXIMATE LOCAT/ON OF EX.
EX. 54N
5fX5? MH.
APPROX/MATE LOCAT/ON OF EX. ELECTRIC
TELEPHONE LINES CONTRACTOR TO
COAT INTER/OR
OF EX. MH WITH YIN.
L/NE. CONTRACTOR TO F/ELD VER/FY AND
FIELD VERIFY AND ENSURE ADEQUATE
80-M/L THICKNESS
EPDXY COAT/NG
\
ENSURE ADEQUATE 19" VERT/CAL
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18" VERT/CAL SEPARAT/ON.
y
SEPARAT/ON.
'
APPROX/MATE LOCAT/ON OF EX.
APPROX/MATE LOCAT/ON OF EX. F/BER
TELEPHONE LINES. CONTRACTOR TO I
OPT/C LINES. CONTRACTOR TO F/ELD
PROP. 4' E-ONE GRINDER
PUMP &WET
PROP. GRADE
- - - _ _ _ _ -
F/ELD VER/fY AND ENSURE ADEQUATE
VER/FY AND ENSURE M/N/MUM 18"
WELL (W SERIES DUPLEX
48"xl62").
-
18" VERT/CAL SEPARATION.
VERT/CAL SEPARAT/ON. '
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APPROX/MATE LOCAT/ON OF EX. F/BER
OPTIC LINES. CONTRACTOR TO F/ELD
VERIFY AND ENSURE M/N/MUM 18"
PROP. 10'X20' BORE PIT
I ��
I I VERT/CAL SEPARAT/ON.
\
PROP. RECEIVING PIT
oo I ; EX. 4" D/P
/NV /N = 492 49'
CONTRACTOR TO REMOVE 4 " P/PE AND PL UC MH
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APPROX/MATE LOC,.4T/ON OF EX.
8" IMATERL/NE.
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CONTRACTOR TO ENSURE M/N/MUM
18"
VERT/CAL
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SEPARATION.
I I CRAV/TY L/NE. CONTRACTOR TO VER/fY
FM IS ENTER/NC THE MANHOLE ABOVE
THIS INVERT.
s
F LOCAT/ON OF EX. CAS /NV OUT = 490 95'
°r � LINE. CONTRACTOR
TO FIELD PEFFY
AND ENSURE
M/N/MUM 18" VERT/CAL
SEPARAT/ON.
APPROXIMATE
LOCATION OF EX. 8" &TERLINE.
CONTRACTOR
TO ENSURE M/N/MUM 19" VERTICAL
VPROP.
SEPARAT/ON.
FM INV OUT =
±488.72'
1.25" SCH 40 PVC FORCEMAIN
PROP. ±65LF
OF 4" DIP CASING.
FUTURE 2,500 GALLON
STORAGE TANK INSTALLED
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BY OTHERS.
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GONITRACTCA. TO PLUG G INVERT FOR FUTURE RE TCNIANIT GONNECTIONI
SHEETZ CONTRAC
OR TO CORE CRAV17Y L/NE INVERT AT
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SPEC/FIFO ELEVA
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REVISIONS
REV I DATE I COMMENT
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
AS -BUILT
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DRAWN BY ■
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION
DOCUMENT UNLESS INDICATED OTHERWISE.
PROJECT No.: NCR211038
500 DRAWN BY: JME
CHECKED BY: OAK
DATE: 05/30/2023
CAD I.D.: GRAD - 0
PROJECT:
SHEETZ AS -BUILT
DOCUMENTS
FOR
OAT� Development, LLC
PROPOSED
DEVELOPMENT
2304 JEFFERSON DAVIS HWY
SANFORD,NC
BOHLERI
490 BOHLER ENGINEERING NC, PLLC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 200
RALEIGH, NC 27612
Phone: [phone]
[e-mail]
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SHEET TITLE:
FORCEMAIN
PROFILE
10+00.00 10+50.00 11+00.00 11+50.00 12+00.00 12+50.00 13+00.00 13+50.00 14+00.00 14+50.00 15+00.00
SHEET NUMBER:
PROPOSED FORCEMAIN C-801
SCALE: V= 20' HORIZONTAL 20 10 5 0 20
1 "= 2 ' VERTICAL
1"=20' ORG. DATE - 05/30/2023