WQ0040198_Site Plans/Maps_20190709

FBI
C
0
A
V
G.L.U.W
NEW SCHOOL
BUILDING
C:LH
DESICN,PA
400 Regency Forest Or.
Suite 720
Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA: C-106 PF.• C-1595
LS P
227 WEST TRADE STREET SUITE 700
CHARLOTTE, NORTH CAROLINA 28202
TEL. [phone] FAX [phone]
WWW.LS3P.COM
--MBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS
DPYRIGHT 2017 ALL RIGHTS RESERVED
21NTED OR ELECTRONIC DRAWINGS AND
DCUMENTATION MAY NOT BE REPRODUCED
ANY FORM WITHOUT WRITTEN PERMISSION
ZOM LS3P ASSOCIATES LTD.
,EVISIONS:
lo. 1 Description I Date
PROJECT:
7201-169350/ (CLH: 17-140)
DATE:
14 JUNE 2019
DRAWN BY:
ST, GSH, YLA, DAL
CHECKED BY:
CLH, GSH, ZRP
OVERALL
UTILITY PLAN
C=500
RECORD DRAWINGS

UTILITY LEGEND
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E 2332364.84 GRID %0 X 70' / , 8 x4 WYE r - _ _ - - - - -
t�
EL. 27,79 41GHT TR1AN / I } I I ADMINISTRATION i P R 8 P1 - RD RD�RD
CONTRACTOR SHALL COORDINATE �� } }
ALL UTILITY WORK WITH THE CITY I '/ l I 1 T f T 1 P R = J • f 0
OF MLMINGTON AND CFPUA ' , I
WITHIN MANLY AVENUE PRIOR TO
CONSTRUCTION.
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THE WATER AND SEWER ��Q - ^ - f ^ -
FP
ON THIS PROJECT IS , ,� p / I y D Q OAP
OWNED BY CFPUA. 1 SCM A2 s��j'O �, P W W W
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CURB INLET SS _ 4
GUTTER LINE FL. 27.06 SEE SHEET C-504 FOR � � � \ � � / 5$�" PVC Fp_ 4 r�
BOTTOM OF BOX EL. 24.04 PLAN & PROFILE / / i ' /� / **1 I \�
N/F 5S1 J 1,�0 H TRIANGLE / • , ` Fp W O D TEE u
CITY OF WILMINGTON SDMH p SIG T r / pVC` -Fp _W D
DEED BOOK 710 PAGE 605 RIM EL. 27.36 I� ' � � SS (PRI 'Vl _� TEE .
USE: PARK INV. EL. 24.21(SE) i S J / / S T
zmm R_ 10 INV, EL. 24, f6(SW) , , / W
REMOVE EXISTING MH AND REMOVE EXISTING VCP STUB WITHIN 1a
PROPOSED UTILITY TRENCH. ABANDON REMAINING VCP OUTSIDE OF INV. FL. 24.23(NW) I / PUBLIC l
TRENCH. 8ACKF7LL REMAINING VCP WITH FLOWABLE FILL CONCRETE 1 °Dlp �� S // UTILITY
CURB INLET a� ,I c� s ��I' S / EASEMENT Fp
01- GUTTER LINE EL. 25.75 p5 G x
SOMH BOTTOM OF BOX EL. 23.51 j►
M EL 28 56 � _.QUT EL. 23.67 (OLD SURVEY)
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BACKFLOW _ =J i� II G B 20' STORMWATER
OLD ASSET NUMBER PREVENTIER 1 D ACCESS AND
REFERENCE # 102548 CURB INLET N /
q I�' MAINTENANCE EASEMENT
MATCH EXIST. LINE EL. 26.80
O NEW rq Nv . 4
LOCATION, TOP SSMH BOTTOM OF BOX EL. 23.73 a /
AND I_� r
SEE NOTES RIM EL. 27.08 CURB INLET
INV. EL. 22,20(SW) ! , j
SHEET C-504 GUTTER LINE EL. 27.11 �' 30' DfSTRlBUTION LINE RIGHT OF WAY - - -INV EL. EL. 23.32(NW) GUTTER LINE EL. 24.60 I� a r' Il f' 3 / l - - - - _ _ _PER MAP BOOK 2_7 PAGE 168_ _ _ - _ _ - - - -
INV EL. 22.32(NE) �y's ��i II I� ------ - - ------
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RIM EL. 2Z55 I�7 _ _ _ _ - _ _ - - - l
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INV. EL. 23.21(NW)
INV EL. 22.89(NE) \1 Z)
LOT 14
N/F BENJAMIN MC
USE: RESIOEN
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RIM EL. 29.36 INV 1� III i
FL. 21.64(S) INV.
EL. 21.68(NE)
AREA 4 undisturW-shown on
LOT 15
N/F MARK WERBEACH
USE: RES OENTIAL
ZONE R- 7
OVERHEAD
EXISTING
__-- E----
PROPOSED
E
ELECTRICAL
UNDERGROUND
----0E-_-�
UE
ELECTRICAL
GAS
---- G ----
G
SANITARY SEWER
----55----
SS
TELEPHONE
---- T ----
T
UNDERGROUND
----UT----
UT
TELEPHONE
WATER
---- W ----
W
FIRE PROTECTION
----FP----
FP
FORCE MAIN
----FM----
FM -
CHILLED WATER
----CW----
CW
FOUNDATION DRAIN
----FD----
FD
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ROOF DRAIN
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RD
STORM DRAIN
LIGHT POLE
LP
UTILITY POLE
A' PP
AV
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COMMUNICATION BOX
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SANITARY SEWER STRUCTURE I.D.
STORM SEWER STRUCTURE I.D.
S
UTILITY NOTES
1. INSTALL W47ERMAINS WITH A COVER OF NO LESS THAN 4-FT. INSTALL WATER SERVICES NTH NO LESS THAN 18-IN OF COVER TO SUBGRADE.
2 INSTALL SEWER MAINS WITH A COVER OF NO LESS THAN 3-FT TO FINISHED GRADE UNLESS DUC17LE IRON PIPE IS USED. INSTALL SEWER SERVICES
WITH NO LESS THAN 18-IN OF COVER TO SUBGRADE.
3, INSTALL ALL 071U71ES TO PROVIDE REQUIRED CLEARANCES AS INDICATED IN THE SPECIFICATIONS
4. WATERLINES AND SEWER MAINS SHALL BE INSTALLED WITH A MINIMUM HORIZONTAL CLEARANCE OF 10-FT
5. WATER AND SEWER MAINS SHALL BE INSTALLED WITH A MINIMUM VERTICAL CLEARANCE OF 12-IN TO STORM DRAINAGE PIPES,
6. COORDINATE AND SCHEDULE INSTALLATION OF ALL UTIUTIES WITH OTHER PRIME CONTRACTORS, UTILITY COMPANIES AND OTHER TRADES INCLUDING
BUT NOT LIMITED TO: NATURAL GAS, ELECTRICITY, TELEPHONE AND CAN
7. VERIFY EXISTING CONDITIONS AND CONNECTIONS TD EXISTING UTILITIES PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT IF ANY DISCREPANCIES ARE
DISCOVERED.
8 CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES DURING CONSTRUCTION AND SHALL MAKE REPAIRS AT NO EXPENSE TO THE OWNER.
9. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE NCSBC AND OSHA REQUIREMENTS.
10. THE CONTRACTOR SHALL PROVIDE AN AS -BUILT SURVEY OF ALL UTILITY AND STORM DRAINAGE 1MPROVEMENT5 FOLLOWNG CONSTRUCTION.
N. CONTRACTOR SHALL PHASE DEMOLITION AND NEW CONSTRUCTION TO ENSURE UNINTERRUPTED ACCESS AND UTILITY SERVICE TO ADJACENT
FACILITIES COORDINATE SNORT -TERM, OFF -HOUR, TEMPORARY SHUT- OOWNS WITH THE OWNER.
12. SEE GENERAL N07ES ON EXISTING CONDITIONS AND DEMOLITION PLAN FOR REQUIREMENTS FOR REMOVAL AND PATCHING OF PAVEMENT FOR UTILITY
INSTALLATION.
13. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF WILMINGTON STANDARDS AND SPECIFICATIONS.
14. ALL ROOF DRAINS SHALL BE 6' PVC 0 1.04% MIN. SLOPE UNLESS INDICATED OTHERWISE USE DUCTILE IRON WHEN COVER IS LESS THAN 24-IN.
15. ALL SANITARY SEWER SERVICES SHALL BE 4' PVC (SCH 40) o 1.04% MIN. SLOPE UNLESS INDICATED OTHERWISE. USE DUCTILE IRON WHEN COVER 15
LESS THAN 24-IN.
16. THE FOLLOWING 'PERMITS" ARE REQUIRED TO BE OBTAINED FROM THE CITY OF NILMINGTON FIRE SERVICES ADMINISTRATION BY EACH RESPONSIBLE
CONTRACTOR, PRIOR TO THE START OF WORK. THE 'GENERAL CONTRACTOR' SHALL BE RESPONSIBLE TO MAKE SURE ALL OF HISIVER SUBS FOLLOW
THIS PROCEDURE THE PERMITS REQUIRED ARE AS FOLLOWS: A. UNDERGROUND PIRING PERMIT (FIRE LINE (S)). B. SPRINKLER PERMIT C. FIRE ALARM
PERMIT D. KITCHEN HOOD FIRE PROTECTION PERMIT THE "GENERAL CONTRACTOR' SHALL ALSO MAKE SURE THAT ALL HIS SUBS PROPERLY COORDINATE
THE INSPECTION PROCESS WITH THE WILMUIGTON FIRE DEPARTMENT ADMINISTRATION OFFICE.
IZ CONTACT THE NC ONE CALL CENTER PRIOR TO ANY DIGGING. 1-800-632-4949
18. PRAtiCT SHALL COMPLY WITH CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA) CROSS CONNECTION CONTROL REQUIREMENTS. WATER METERS CANNOT BE
RELEASED UNTIL ALL REQUIREMENTS ARE MET AND THE STATE HAS GIVEN THEIR FINAL APPROVAL CALL 910-343-3910 FOR INFORMATION.
19, ANY BACKFLOW PREVENTION DEVICES REQUIRED BY CFPUA WILL NEED TO BE ON THE UST OF APPROVED DEVICES BY USCFCCCHR OR ASSE.
20. ALL WATER AND SEWER SERVICE LINES TO BE ABANDONED .MALL BE ABANDONED IN ACCORDANCE WITH CFPUA SPECIFICATIONS.
21. CONTRACTOR SHALL PROVIDE AN AS -BUILT SURVEY OF ALL SANITARY SEWER AND WATER SYSTEM PIPES AND STRUCTURES AT END OF PROJECT.
SURVEY SHALL BE PERFORMED BY A NORTH CAROLINA LICENSED LAND SURVEYOR. ALL SURVEY INFORMATION MEET CURRENT CITY OF WILMINGTON
AND CFPUA AS -BUILT CHECK LIST REQUIREMENTS
KEY NOTES
FIRE HYDRANT ASSEMBLY, SEE DETAIL SHEET C707.
S 4' FEBCO MASTER SERIES LF880V REDUCED PRESSSURE ZONE PREVENTION ASSEMBLY (RPZA) OR APPROVED EQUAL WITHIN HEATED
ENCLOSURE, SEE DETAIL SHEET C70Z SEE ELECTRICAL PLANS FOR AODITONAL INFO.
OC 8' FEBCO MASTER SERIES LF886V REDUCED PRESSURE ZONE DETECTOR ASSEMBLY (RPZDA) OR APPROVED EQUAL WITHIN HEATED ENCLOSURE
SEE DETAIL SHEET C707. SEE ELECTRICAL PLANS FOR ADDITIONAL INFO.
D THRUST BLOCKING, TYR SEE DETAIL SHEET C706.
E EXTEND WATER MAIN TO 12-IN ABOVE FINISH FLOOR FOR FIRE PROTECTION CONNECTION, SEE DETAIL SHEET C706.
O POST -INDICATOR VALVE W/ TAMPER SWITCH, SEE DETAIL SHEET C706. SEE ELECTRICAL PLANS FOR ADDITIONAL INFO.
(DCUT EXISTING WRIER MAIN AND INSTALL TEE AND BLOCKING PROVIDE AND INSTALL ALL PT77NGS REQUIRED FOR CONNECTION.
COORDINATE WATER SHUT DOWN WITH CFPUA.
ON FIRE DEPARTMENT CONNECTION ON BUILDING WALL, SEE FIRE PROTECTION PLANS.
OI GATT" VALVE AND VALVE BOX, SEE DETAIL SHEET C706.
OJ SANITARY SEWER MANHOLE, SEE DETAIL SHEET C716.
OEXTEND UTILITY TO WITHIN 5-O" OF BUILDING WALL OR AS INDICATED ON PLUMBING PLANS REFER TO PLUMBING PLANS FOR
LOCATION A: INVERT. PROVIDE AND INSTALL FITTINGS FOR ALL CONNECTIONS
L NEW GREASE TRAP, REFER TO PLUMBING PLANS FOR LOCATION & INVERT
M SANITARY SEWER CLEAN OUT, SEE DETAIL SHEET C708.
N 3" DOMESTIC WATER ME7EI4, SEE DETAIL SHEET C70Z
O POST INDICATOR VALVE SEE SPECIFICATIONS.
P ROOF DRAIN CLEAN OUT SEE DETAIL SHEET.
Q IN -LINE DRAIN, SEE DETAIL SHEE C704.
R ROOF DRAIN DOWNSPOUT CONNECTION, SEE ARCHITECTURAL PLANS FOR LOCATION AND INVERT,
S CONNECT TO CONDENSATE REUEF BASIN BY PLUMBING CONTRACTOR, COORDINATE LOCATION AND INVERT WITH PLUMBING PLANS.
T LIGHT POLE (APPROXIMATE LOCATION), SEE LIGHTING PLANS FOR ADDITIONAL INFORMATION.
LIFE AND SAFETY NOTES:
E NEW HYDRANTS MUST BE BROUGHT INTO SERVICE PRIOR TO COMBUSTIBLE MATERIAL
DWWRED TO THE JOB SITE.
HYDRANT MUST OF N7HIN 150' OF THE FDC (MEASURES AS THE TRUCK DRIVES FOR
PRACTICAL USE).
FDC MUST BE W1TTIIN 40' OF FIRE APPARATUS PLACEMENT.
. LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE THE FDC OR FIRE HYDRANTS. A
3-FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF THE HYDRANT
AND FDC
ADDITIONAL FIRE PROTECTION AND ACCESSIBILITY REQUIREMENTS MAY BE REQUIRED THE DUE
TO ANY SPECIAL CIRCUMSTANCES CONCERNING THE PROJECT.
ISOLATION VALVES WITHIN THE NOT BOX' SHALL BE ELECTRICALLY SUPERWSED, PLEASE WORK
CLOSELY WITH YOUR SPRINKLER AND ALARM INSTALLER IN REGARDS TO RUNNING WIRE FOR
TAMPER SWITCH.
A VARIANCE HAS BEEN REQUESTED FROM CITY OF WILMINGTON ENGINEERING
)ING THE 500'/800' RULE IN CHAPTER VII, C(4), PG. 7-15 TO 7-16 CofWTSSM.
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
160
G.L.U.W.
NEW SCHOOL
BUILDING
C: L 1---i
DESIGN,PA
400 Regency Forest Dr.
Suite 120
Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA: C-106 PE: C-1595
LS P
227 WEST TRADE STREET SUITE 700
CHARLOTTE, NORTH CAROLINA 28202
TEL. [phone] FAX [phone]
WWW.LS3P.COM
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P.• •oA.
MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS
COPYRIGHT 2017 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
REVISIONS:
No. Description Date
PROJECT: 7201-169350/ (CLH:17-140)
DATE: 14 JUNE 2019
DRAWN BY: ST, GSH, YLA, DAL
CHECKED BY: CLH, GSH, ZRP
UTILITY PLAN -
AREA 1
C=501
RECORD DRAWINGS
1
2
3
4
5

IC
A
- SMITH CREEK LAND TRUST LLC
- DEED BOOK 5471 PAGE 228
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! MAP BOOK 63 PAGE 387
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OT T
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_ _-
--------------- -- LOT 12 LOT 11 LOT 10 LOT r 1 r
LOT 13 N/F JOLEEN WATTS RIDING N/E DETRA D & NATHANIEL N/F ALFRED WANDA 0 JONES LOT 8
l l N/F JOSEPH JR & ALEASF T HARRIS N/F TIMOTHY D SAXTON / USE.RE5IDENTlAL USERESIDEN77AL JOHNSON USE. / -RESIDENTIAL N F SMITH WILLIE JAMES LIFE ESTATE 11r it r r
USE: RESIDENTIAL r
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USE: RESIDENTIAL PLAT BOOK 6 PAGE 27 rr lrr� 1r
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LOT 14
N/F BENJAMIN MORROW, ETAL \ r r rr
USE: RESIDENTIAL
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LOT 15 5HAREA5E CIRCLE
N/F MARK WERBEACN \ / (50' PUBLIC RIGHT OF WAY) 1
USE RES DENTIAL / r
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N/F DENNIS WE
DEED BOOK 555
USE RESID
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UTILITY LEGEND
OVERHEAD
F !X S77NG
PROPOSED
ELECTRICAL
---- E---
E
UNDERGROUND
ELECTRICAL
--- UE----
UE
GAS
- -- G ----
G
SANITARY SEWER
----SS----
SS
TELEPHONE
_ _ _ _ T____
T
UNDERGROUND
TELEPHONE'UT-
-- -
WA TER
---- W---
W
FIRE PROTECTION
---- FP_--
FP
FORCE MAIN
----FM- --
FM
CHILLED WATER
----CW-- --
CW
FOUNDATION DRAIN
----FD---
FV
FIBER OPTIC
----FO----
Fp
ROOF DRAIN
----RD----
Rp
STORM DRAIN
LIGHT POLE
LP
UTILITY POLE
DPP
X
MANHOLE
Q MH
•
CLEAN OUT
0 CO
DROP INLET, CA TCH BASIN
El DI, CB
FIRE HYDRANT
FH
WATER VALVE
WV
TELEPHONE PEDESTAL
❑p 7P
M
COMMUNICA TTON BOX❑
m
SANITARY SEWER STRUCTURE I.D.
STORM SEWER STRUCTURE I.D.
UTILITY NOTES
I. INSTALL WATERMAINS WITH A COVER OF NO LESS THAN 4-FT INSTALL WATER SERVICES W47H NO LESS THAN 18-IN OF COVER TD SUBGRADE
2. INSTALL SEWER MAINS WITH A COVER OF NO LESS THAN 3-FT TO FINISHED GRADE UNLESS DUCTILE IRON PIPE IS USED. INSTALL SEWER SERVICES
WITH NO LESS THAN 18-IN OF COVER TO SUBGRADE.
3. INSTALL ALL UTILITIES TO PROVIDE REQUIRED CLEARANCES AS INDICATED IN THE SPECIFICATIONS
4. WA TERLINES AND SEWER MAINS SHALL BE INSTALLED NTH A MINIMUM HORIZONTAL CLEARANCE OF TO -FT,
5. WATER AND SEVER MAINS SHALL BE INSTALLED WITH A MINIMUM VERTICAL CLEARANCE OF 12-IN TO STORM DRAINAGE PIPES.
6. COORDINATE AND SCHEDULE INSTALLATION OF ALL UTILITIES WT7H OTHER PRIME CONTRACTORS UTILITY COMPANIES AND OTHER TRADES INCLUDING
BUT NOT LJM17ED To. NATURAL GAS, ELECTRICITY, TELEPHONE AND CAN
7. VERIFY EXISTING CONDITIONS AND CONNECTIONS T
DISCOVERED. j O EXISTING UTILITIES PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT IF ANY DISCREPANCIES ARE
8. CONTRACTOR 1S RESPONSIBLE FOR ALL DAMAGES DURING CONSTRUCTION AND SHALL MAKE REPAIRS AT NO EXPENSE TO THE OWNER.
9. ALL CONSTRUC770kSHALL COMPLY WITH ALL APPLICABLE NCSBC AND OSHA REQUIREMENTS
10 THE CONTRACTOR SMALL PROVIDE AN AS -BUILT SURVEY OF ALL UTILITY AND STORM DRAINAGE IMPROVEMENTS FOLLOWING CONSTRUC7ON.
11. CONTRACTOR SHALL PHASE DEMOLITION AND NEW CONSTRUCTION TD ENSURE UNINTERRUPTED ACCESS AND UTILITY SERVICE TO ADJACENT
FACILITIES COORDINATE SHORT-TERM, OFF -HOUR, TEMPORARY SHUT- DOWNS MTN 714E OWNER
12. SEE GENERAL NOTES ON EXISTING CONDITIONS AND DEMOLITION PLAN FOR REQUIREMENTS" FOR REMOVAL AND PATCHING OF PAVEMENT FOR UTILITY
INSTALLATION
13. ALL CONSTRUCTION SHALL BE IN ACCORDANCE W 7H CITY OF NLMINCTON STANDARDS AND SPECIFICATIONS
14. ALL ROOF DRAINS SHALL BE 6' PVC 0 1.04X MIN. SLOPE UNLESS INDICATED OTHERWISE. USE DUCTILE IRON WHEN COVER IS LESS THAN 24-IN
15. ALL SANITARY SEWER SERVICES SHALL 8E 4" PVO (
LESS THAN 24-IN. SCH 40) 0 1.04% MIN, SLOPE UNLESS INDICATED OTHERWISE USE DUCTILE IRON WHEN COVER IS
16. THE FOLLOWING PER41175" ARE REQUIRED TO BE OBTAINED FROM THE CITY OF OLMINGTON FIRE SERVICES ADMINISTRATION BY EACH RESPONSIBLE
CONTRACTOR, PRIOR TO THE START OF WORK. THE "GENERAL CONTRACTOR" SHALL BE RESPONSIBLE TO MAKE SURE ALL OF HISIHER SUBS FOLLOW
THIS PROCEDURE. 714E PERMITS REQUIRED ARE AS FOLLOWS- A. UNDERGROUND PIPIING PERMIT (FIRE LINE (S)). S. SPRINKLER PERMIT C FIRE ALARM
PERMIT D. KITCHEN'HOOD FIRE PROTECTION PERMIT THE GENERAL CONTRACTOR' SHALL ALSO MAKE SURE THAT ALL HIS SUBS PROPERLY COORDINAT
THE INSPECTION PROCESS WITH THE MLMINGTON FIRE DEPARTMENT ADMINISTRATION OFFICE
IZ CONTACT 774E NC ONE CALL CENTER PRIOR TO ANY DIGGING. 1-800-632--4949
18. PROJECT SHALL COMPLY WITH CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA) CROSS CONNECTION CONTROL REQUIREMENTS. WATER METERS CANNOT BE
RELEASED UNTIL ALL REQUIREMENTS ARE MET AND THE STATE HAS GIVEN THEIR FINAL APPROVAL CALL 910-343-3910 FOR INFORMATION.
19. ANY BACKFLOW PREVENTION DEVIE.
CES REQUIRED BY CFPUA WILL NEED TO BE ON THE LIST OF APPROVED DEVICES BY USCFCCCNR OR ASS
20. ALL WATER AND SENfR SERVICE LINES TO BE ABANDONED SHALL BE ABANDONED I ACCORRDANCE WTIN CFPUA SPECIFICATIONS
21. CONTRACTOR SHALLPROVIDE AN AS -BUILT SURVEY OF ALL SANITARY SEWER AND WATER SYSTEM PIPES AND STRUCTURES AT END OF PROJECT.
SURVEY SHALL BE PERFORMED BY A NORTH CAROLINA LICENSED LAND SURVEYOR. ALL SURVEY INFORMATION MEET CURRENT CITY OF WILMINGTON
AND CFPUA AS -BUILT CHECK LIST REQUIREMENTS.
KEY NO TES
A FIRE HYDRANT A BLY, SEE DETAIL SHEET C707.
6 4y FFBCO MAS7FRF jlES LF880V REDUCED PRESSSURE ZONE PREVENTION ASSEMBLY (RPZA) OR APPROVED EQUAL WITHIN HEATED
ENCLOSURE, SEE' DETAIL SHEET C707. SEE ELECTRICAL PLANS FOR ADDITIONAL INFO.
O8" FESCO MASTER; SERIES LF886V REDUCED PRESSURE ZONE DETECTOR ASSEMBLY (RPZDA) OR APPROVED EQUAL WITHIN HEATED ENCLOSURE,
SEE DETAIL SHEET. C707. SEE ELECTRICAL PLANS FOR ADDITIONAL INFO!
EX8D THRUST BLOCKING, TYP, SEE DETAIL SHEET C706.
TEND WATER MAIN TO12-IN ABOVE FINISH
E; FLOOR FOR FIRE PROTECTION CONNECTION, SEE DETAIL SHEET C706.
OF POST -INDICATOR VALVE W/ TAMPER SNITCH, SEE DETAIL SHEET C706. SEE ELECTRICAL PLANS FOR ADDITIONAL INFO.
OG CUT EXISTING WATER MAIN AND INSTALL IEE AND BLOCKING, PROVIDE AND INSTALL ALL FITTINGS REQUIRED FOR CONNECTION.
COORDINATE WATER SHUT DOWN NTH CFFUA.
OH FIRE DEPARTMENT CONNECTION ON BUILDING WALL, SEE FIRE PROTECTION PLANS.
OGATE VALVE AND VALVE BOX, SEE DETAIL SHEET C706.
OSANITARY SEWER MANHOLE, SEE DETAIL SHEET C716.
OEXTEND UTILITY TO WITHIN 5'-0' OF BUILDING WALL OR AS INDICATED ON PLUMBING PLANS REFER TO PLUMBING PLANS FOR
LOCATION & INVERT: PROVIDE AND INSTALL FITTINGS FOR ALL CONNECTIONS.
L NEW GREASE TRAP, REFER TO PLUMBING PLANS FOR LOCATION & INVERT.
M SANITARY SEWER CEAN OUT, SEE DETAIL SHEET C70&
N 3" DOMESTIC WAIEp METER, SEE DETAIL SHEET C707.
O POST INDICATORY VE, SEE SPECIFICATIONS
P ROOF DRAIN CLEAN OUT, SEE DETAIL SHEET.
Q IN -LINE DRAIN, SEE DETAIL SHEE C704.
R ROOF DRAIN DOIWSDOUT CONNECTION, SEE ARCH17ECTURAL PLANS FOR LOCATION AND INVERT:
S CONNECT TO CONDENSATE RELIEF BASIN BY PLUMBING CONTRACTOR, COORDINATE LOCATION AND INVERT WITH PLUMBING PLANS.
T LIGHT POLE (APPROkIMATE LOCATION) SEE LIGHTING PLANS FOR ADDITIONAL INFORMATION.
LIFE AND SAFETY NOTES
1. NEW HYDRANTS MUST BE BROUGHT INTO SERVICE PRIOR TO COMBUSTIBLE MATERIAL
DELIVERED TO THE JOB SITE.
2. HYDRANT MUST BE MINIM 150' OF THE FDC (MEASURES AS 714E TRUCK DRIVES FOR
PRACTICAL USE).
4 FDC MUST BE MININ 40' OF FIRE APPARATUS PLACEMENT.
4, LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE THE FDC OR FIRE HYDRANTS A
3-FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF THE HYDRANT
AND FDC,
5. ADDITIONAL FIRE PROTECTION AND ACCESSIBILITY REQUIREMENTS MAY BE REQUIRED ONE DUE
TO ANY SPECIAL CIRCUMSTANCES CONCERNING THE PROJECT.
6. ISOLATION VALVES WITHIN THE HOT BOX' SHALL BE ELECTRICALLY SUPERVISED. PLEASE WORK
CLOSELY WITH YOUR SPRINKLER AND ALARM INSTALLER IN REGARDS TO RUNNING WIRE FOR
TAMPER SWITCH.
NOTE.• A VARIANCE HAS BEEN REOUESIED FROM CITY OF WILMINGTON ENGINEERING
REGARDING THE 500'/800' RULE IN CHAPTER W1, C(4), PG. 7-15 TO 7-16 CotWTSSM.
GRAPHIC SCALE
46 0 20 40 BO
160
G. LU.W
NEW SCHOOL
BUILDING
(::�,LH
DESIGN,PA
400 Regency Forest Dr.
Suite 120
Cory, NC 27518
Phone: [phone]
Fax: [phone]
LA: C-106 PE: C-1595
LS P
227 WEST TRADE STREET SUITE 700
CHARLOTTE, NORTH CAROLINA 28202
TEL. [phone] FAX [phone]
WWW. LS3P.COM
MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS
COPYRIGHT 2017 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
REVISIONS:
No. Description Date
PROJECT: 7201-1693501(CLH:17-140)
DATE: 14 JUNE 2019
DRAWN BY: ST, GSH, YLA, DAL
CHECKED BY: CLH, GSH, ZRP
UTILITY PLAN -
AREA 2
C=502
1
2
3
4
( IN FEET )
I inch = 40 ft.
q
U
z
I - i
5 RECORD DRAWINGS

C
B
0
V V
w w
N M
V �
tz
x
ZONED R--10
/
f
/ f
/ f
/ f
/ f
/ f
/ f
N/F SMITH CREEK LAND TRUST LLC
/ f DEED BOOK 5471 PAGE 228
USE VACANT
ZONED Al \
2,5 UFFER - COI '' D /`I 1
I YARD l n'
E5 RIO
f L / 50' SUI Dc NG
SETBACK Qco
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PUBLIC 2a'i,f / e
DRAINAGE
EASEMENT
3 \ I
f Q sod \
/ PUBLIC 20 STORMWA TER c� p
PRI VA TE S TORM WA TER ACCESS AND / Q��� tifl��
/ ,-ACCESS AND MAINTENANCE EASEMENT
MAINTENANCE EASEMENT /
1
SIG T TRIANGLES
f / l � /
PUBLIC 20' EXIST.
DRAINAGE
EASEMENT / / I �
SCM 62 1 1 T � � l�.0 - -
STORM R
WETLAND
T
PPE: 27.0'
CK
50
'7G, rl-
_ SSMH
T / / _ RIM EL. 30.18
T INV. EL. 25. 73(SE) ` r r w _E, _ _
f 1 INV FL. 25.64(SW)-
! F0077NGS OF WILMINGTON INC INV. EL. 25,83(NE)
" DEED BOOK 4507 201
50' 8U DING SETBACK
USE: RESIDENTIAL SS
ZONED R-7 `Q
\_-------------- - - - - ------ -- - _---
- - -� 25' BUFFER YARD
IR
y PUBLIC 20' STORMWATER
! !PF PUBLIC ACCESS AND
DRAINAGEE MAINTENANCE EASEMENT
EASEMENT
N/F FREDDIE R. & EVELYN FOYE N/F ANY NICOLF EVERHART
N/F DENNIS WAYNE PAYTON DEED BOOK 1111 PAGE 0059 DEED BOOK 2651 PAGE 751
DEED BOOK 5557 PAGE 2672 USERESIDENTIAL USE: RESIDENTIAL
USE, RESIDENTIAL ZONED R-10 ZONED R-10 _
L ZONED R-10
I
UTILITY
LEGEND
EXISTING
OVERHEAD __-- E -_--
PROPOSED
E
ELECTRICAL
UNDERGROUND
ELECTRICAL
---- LIE____
UE
G S
---- G ----
G
S 1NITARY SEWER
----SS----
SS
`TE!iLEPHONE
---- T----
T
UNDERGROUND
----UT--
UT
TELEPHONE
WATER
---- W ---
W
FIRE PROTECTION
---- FP---
FP
FORCE MAIN
----FM----
FM
CALLED WATER
--- CW-- -
CW
F UNDA77ON DRAIN
----FD----
FD
FIOER OP77C
----FO----
FD
ROOF DRAIN
----RD----
RD
STORM DRAIN
- - - - -
LIGHT POLE
LP
UTILITY POLE
er PP
X
MANHOLE
O MH
•
CLEAN OUT
;
O CO
O
D OP INLET, CA TCH BASIN ❑ DI, CB
1 E HYDRANT
FH
4-
WATER VALVE
® WV
►.
TELEPHONE PEDESTAL
❑T TP
■
COMMUNICATION BOX
El
m
SANITARY SEWER STRUCTURE 1_D_
El
STORM SEWER STRUCTURE I.O.
NOTES
UTILITY
1. INSTALL WATFRMAWS WITH A COVER OF NO LESS THAN 4-FT. INSTALL WATER SERVICES WITH NO LESS THAN 18-IN OF COVER TO SUBGRADE.
2 INSTALL SEWER MAINS WITH A COVER OF NO LESS THAN 3-FT TO FINISHED GRADE UNLESS DUCTILE IRON PIPE IS USED. INSTALL SEWER SERVICES
WITH NO LESS THAN 18-IN OF COVER TO SUBGRADE.
J. INSTALL ALL U77LITIES TO PROVIDE REQUIRED CLEARANCES AS INDICATED IN THE SPECIFICATIONS
4. WATERLINES AND SEWER MAINS SHALL BE INSTALLED WITH A MINIMUM HORIZONTAL CLEARANCE OF 10-FT.
5. WATER AND SEWER MAINS SHALL BE INSTALLED WITH A MINIMUM VERTICAL CLEARANCE OF 12-IN TO STORM DRAINAGE PIPES
6. COORDINATE AND SCHEDULE INSTALLATION OF ALL UTILITIES WWTH OTHER PRIME CONTRACTORS, UTILITY COMPANIES AND OTHER TRADES INCLUDING
BUT NOT LIMITED TO: NATURAL GAS ELECTRICITY, TELEPHONE AND CATV.
7. VERIFY EXISTING CONDITIONS AND CONNECTIONS TO EXISTING UTILITIES PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT !F ANY DISCREPANCIES ARE
DISCOVERED.
8. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES DURING CONSTRUCTION AND SHALL MAKE REPAIRS AT NO EXPENSE TO THE OWNER.
9. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE NCSBC AND OSHA REQUIREMENTS,
10. THE CONTRACTOR SHALL PROVIDE AN AS -BUILT SURVEY OF ALL UTILITY AND STORM DRAINAGE IMPROVEMENTS FOLLOWING CONSTRUCTION.
11. CONTRACTOR SHALL PHASE DEMOLITION AND NEW CONSTRUCTION TO ENSURE UNINTERRUPTED ACCESS AND UTILITY SERVICE TO ADJACENT
FACILITIES COORDINATE SHORT-TERM, OFF -HOUR, TEMPORARY SHUT- DOWNS WITH THE OWNER,
12. SEE GENERAL NOTES ON EXISTING CONDITIONS AND DEMOLITION PLAN FOR REQUIREMENTS FOR REMOVAL AND PATCHING OF PAVEMENT FOR UTILITY
INSTALLATION.
13. ALL CONSTRUCTION SHALL, BE IN ACCORDANCE WITH CITY OF WILMINGTON STANDARDS AND SPECIFICATIONS.
14. ALL ROOF DRAINS SHALL BE 6' PVC 0 1.04% MIN. SLOPE UNLESS INDICATED OTHERWISE USE DUCTILE IRON WHEN COVER IS LESS THAN 24-IN.
15, ALL SANITARY SEWER SERVICES SHALL BE 4' PVC (SCH 40) A 1.04X MIN. SLOPE UNLESS INDICATED OTHERWISE USE DUCTILE IRON WHEN COVER IS
LESS THAN 24-W.
16. THE FOLLOWING PERMITS- ME REQUIRED TO BE OBTAINED FROM THE CITY OF WILMINGTON FIRE SERVICES ADMINISTRATION BY EACH RESPONSIBLE
CONTRACTOR, PRIOR TO THE START OF WORK. THE 'GENERAL CONTRACTOR" SHALL BE RESPONSIBLE TO MAKE SURE ALL OF HIS/HER SUBS FOLLOW
THIS PROCEDURE. THE PERMITS REQUIRED ARE AS FOLLOWS: A. UNDERGROUND PIPIWG PERMIT (FIRE LINE (S)). 6 SPRINKLER PERMIT C. FIRE ALARM
PERMIT D. KITCHEN HOOD FIRE PROTECTION PERMIT THE 'GENERAL CONTRACTOR' SHALL ALSO MAKE SURE THAT ALL HIS SUBS PROPERLY COORDINATE
THE INSPEC77ON PROCESS WITH THE WILMINGTON FIRE DEPARTMENT ADMWISTRAi10N OFFICE
17. CONTACT THE NC ONE CALL CENTER PRIOR TO ANY DIGGING 1-800-632-4949
18, PROJECT SHALL COMPLY WITH CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA) CROSS CONNECTION CONTROL REQUIREMEN75. WATER METERS CANNOT BE
RELEASED UNTIL ALL REQUIREMENTS ARE MET AND THE STATE HAS GIVEN THEIR FINAL APPROVAL CALL 910-343-3910 FOR INFORMATION
19. ANY BACKFLOW PREVENTION DEVICES REQUIRED BY CFPUA WILL NEED TO BE ON THE UST OF APPROVED DEVICES BY USCFCCCHR OR ASSE.
20. ALL WATER AND SEWER SERVICE LINES TO BE ABANDONED SHALL BE ABANDONED IN ACCORDANCE WITH CFPUA SPECIFICATIONS
21, CONTRACTOR SHALL PROVIDE AN AS -BUILT SURVEY OF ALL SANITARY SEWER AND WATER SYSTEM PIPES AND STRUCTURES AT END OF PROJECT.
SURVEY SHALL BE PERFORMED BY A NORTH CAROLINA LICENSED LAND SURVEYOR ALL SURVEY INFORMATION MEET CURRENT CITY OF WILMINGTON
AND CFPUA AS -BUILT CHECK UST REQUIREMENTS
KEY NOTES
A FIRE HYDRANT ASSEMBLY, SEE DETAIL SHEET C707.
S 4' FEBCO MASTER SERIES LF88OV REDUCED PRESSSURE ZONE PREVENTION ASSEMBLY (RPZA) OR APPROVED EQUAL WITHIN HEATED
ENCLOSURE, SEE DETAIL SHEET C707. SEE ELECTRICAL PLANS FOR ADDITIONAL INFO.
OC 8' FEBCO MASTER SERIES LF886V REDUCED PRESSURE ZONE DETECTOR ASSEMBLY (RPZDA) OR APPROVED EQUAL WITHIN HEATED ENCLOSURE,
SEE DETAIL SHEET C70Z SEE ELECTRICAL PLANS FOR AD017IONAL INFO,
THRUST BLOCKING, MY SEE DETAIL SHEET C706.
E EXTEND WATER MAIN TO 12-IN ABOVE FINISH FLOOR FOR FIRE PROTECTION CONNECTION, SEE DETAIL SHEET C706.
OPOST -INDICATOR VALVE W/ TAMPER SWITCH, SEE DETAIL SHEET C706. SEE ELECTRICAL PLANS FOR ADDITIONAL INFO.
OCUT EXISTING WATER MAIN AND INSTALL TEE AND BLOCKING PROVIDE AND INSTALL ALL FITTINGS REWIRED FOR CONNECTION.
COORDINATE WATER SHUT DOWN WITH CFPUA.
OH FIRE DEPARTMENT CONNEC770AI ON BUILDING WALL, SEE FIRE PROTECTION PLANS.
OGATE VALVE AND VALVE BOX, SEE DETAIL SHEET C70&
aSANITARY SEWER MANHOL& SEE DETAIL SHEET C716.
OK EXTEND UTILITY TO WITHIN 5'-O' OF BUILDING WALL OR AS INDICATED ON PLUMBING PLANS REFER TO PLUMBING PLANS FOR
LOCA77ON & INVERT. PROVIDE AND INSTALL FITTINGS FOR ALL CONNEC77ONS.
L NEW GREASE TRAP, REFER TO PLUMBING PLANS FOR LOCATION & INVERT.
M SANITARY SEWER CLEAN OUT, SEE DETAIL SHEET C70d
N 3' DOMESTIC WATER M 7FR SEE DETAIL SHEET C707.
0 POST INDICATOR VALVE SEE SPECIFICATIONS.
P ROOF DRAIN CLEAN OUT, SEE DETAIL SHEET:
Q W-LINE DRAIN, SEE DETAIL SHE7= C704,
R ROOF DRAIN DOWNSPOUT CONNFCTION, SEE ARCHITECTURAL PLANS FOR LOCATION AND INVERT.
S CONNECT TO CONDENSATE RELIEF BASIN BY PLUMBING CONTRACTOR, COORDINATE LOCATION AND INVERT WITH PLUMBING PLANS
T LIGHT POLE (APPR0111117E LOCATION), SEE LIGHTING PLANS FOR ADDITIONAL INFORMATION.
L!1FE AND SAFETY NOTES:
1. NEW HYDRANTS MUST BE BROUGHT INTO SERVICE PRIOR TO COMBUS71BLE MATERIAL
DELIVERED TO THE JOB S17E
2. HYDRANT MUST BE WITHIN 150' OF THE FDC (MEASURES AS THE TRUCK DRIVES FOR
PRACTICAL USE).
I FDC MUST BE WITHIN 40' OF FIRE APPARATUS PLACEMENT.
4. LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE THE FOC OR FIRE HYDRANTS: A
3-FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF THE HYDRANT
AND FDC.
5 ADDITONAL FIRE PROTECTION AND ACCESSIBILITY REQUIREMENTS MAY BE REQUIRED THE DUE
TO ANY SPECIAL CIRCUMSTANCES CONCERNING THE PROI ECT.
6. ISOLATION VALVES WITHIN THE NOT BOX" SHALL BE ELECTRICALLY SUPERVISED. PLEASE WORK
CLOSELY WITH YOUR SPRINKLER AND ALARM INSTALLER IN REGARDS TO RUNNING WIRE FOR
TAMPER SWITCH.
NOTE: A VARIANCE HAS BEEN REQUESTED FROM CITY OF WILMINGTON ENGINEERING
REGARDING THE 500'/800' RULE IN CHAPTER VI1, C(4), PG: 7-15 TO 7-16 COWTSSR
GRAPHIC SCALE
40 0 20 40 80
i6o
G.L.U.W
NEW SCHOOL
BUILDING
L "
DESIGN,PA
400 Regency Forest Dr.
Suite 120
Cary, NC 27518
Phone: [phone]
Fox: 919.3I9.7516
LA: C-106 PF.- C-1595
227 WEST TRADE STREET SUITE 700
CHARLOTTE, NORTH CAROLINA 28202
TEL. [phone] FAX [phone]
WWW.LS3P.COM
SE
�.
,a
gds'�tlR` , A.1 �� 1
MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS
COPYRIGHT 2017 ALL. RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
REVISIONS:
No. Description Date
PROJECT: 7201-169350E (CLH:17-140)
DATE: 14 JUNE 2019
DRAWN BY: ST, GSH, YLA, DAL
CHECKED BY: CLH, GSH, ZRP
UTILITY PLAN -
AREA 3
C=503
1 I Z t I 4
( IN FEET )
I inch = 40 ft.
5
RECORD DRAWINGS

L
B
A
REFERENCE OLD
ASSET 11025
MA TCH EXIST.
LOCAAON, TOP AND
INVERTS
NEW
EX MN
RIM ELT27. 08INV. EL.20(5W)
INV. EL. 23.32(NW)
INV. EL. 22.32(NE)
NEW INV IN. 22.30
CURB INLET
GUTTER LINE EL. 27.11
GUTTER LINE EL, 24.60
SDMH -�
RIM EL. 27.55
INV. EL. 22.86(SW)
INV, EL. 23.21(NW)
INV EL. 22.89(NE)
SOMH
RIM EL. 28.56
INV, EL. 25.13
y
CUR. INLET '
GUTTER LINE EL. INLET
BOTTOM OF BOX EL. 23.57
OUT EL. 23.67 (OLD SURVEY) /
i
SOMH
RI III
RIM EL. 27.36
IN V EL. 24.21(SE) '
INV. EL. 24.15(5W)
INV. EL. 24.23(NW)
CURB INLET
GLITTER LINE EL. 27.06
BOTTOM OF BOX EL. 24.04
Qj
�✓ 000
000�
_ � 6
1413849"
�245��
�CURB INLET '
GUTTER L EL. 26.80
8BT<M OF BOX EL. 23 A7 '�
REMOVE EXISTING MN AND REMOVE
EXISTING VCP STUB W1711IN
PROPOSED U7ILITY TRENCH.
`= PR0P / / ��/ �` ABANDON REMAINING VCP OUTSIDE
OF TRENCH. BACKFILL REMAINING
/ / / / ♦�` ��\ VCP WITH FLOWABLE FILL CONCRETE.
N
40
35
30
5
20
1`J
PUBLIC
UTILITY
EASEMENT
958-SF
SS4 H: 15f 78q
/
r 02'S5 3
/ 9
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SS3
SS4
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+ _
a
FINISH
11
Ell
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aSS2
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N
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EXISIZAIr MADEa
a
_
-
�
�
.,
O O
._
0~
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"
) 8 PVC 00.407-
_
BRIDGING
{
_
_
Q-IL
_
k
3
N
N
N
L
N
oz Ca
�9-43RF
59-f;I•F (PUBLIC) 8" DIPLF
srm —
64ro,,�c (PUBLIC)
8" DIP
7U+UU 11 +00 12+00 11300
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 it.
HORIZONTAL- 1"=40'
VERTICAL- 1"=4'
14+00
160
15+00
16+00
17+
135
30
5
u
115
In
L 0-0`4io *we
NEW SCHOOL
BUILDING
CLH
DESIGN PA
400 Regency Forest Dr.
Suite 120
Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA: C-106 PE., C-1595
L S P
227 WEST TRADE STREET SUITE 700
CHARLOTTE, NORTH CAROLINA 28202
TEL. [phone] FAX [phone]
WWW.LS3P.COM
MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS
COPYRIGHT 2017 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
REVISIONS:
No, Description Date
PROJECT: 7201-1693501 (CLH:17-140)
DATE: 14 JUNE 2019
DRAWN BY: ST, GSH, YLA, DAL
CHECKED BY: CLH, GSH, ZRP
SANITARY SEWER
PLAN &PROFILE
C=504
1
2 I 3
4
5
RECORD DRAWINGS

9
C
C
Go L.U.W
NEW SCHOOL
BUILDING
C,`LH
DESIGN,PA
400 Regency Forest Dr.
Suite 120
Cary, NC 27518
Phone: [phone]
Fax: [phone]
L4: C-106 PE.- C-1595
LS P
227 WEST TRADE STREET SUITE 700
CHARLOTTE, NORTH CAROLINA 28202
TEL, 704.333.6686 FAX [phone]
WWW.LS3P.COM
MBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS
)PYRIGHT 2017 ALL RIGHTS RESERVED
HINTED OR ELECTRONIC DRAWINGS AND
)CUMENTATION MAY NOT BE REPRODUCED
ANY FORM WITHOUT WRITTEN PERMISSION
,OM LS3P ASSOCIATES LTD.
EVISIONS:
o. Description Date
PROJECT: 7201-169350/ (CLH:17-140)
DATE: 14 JUNE 2019
DRAWN BY: ST, GSH, YLA, DAL
CHECKED BY: CLH, GSH, ZRP
SANITARY SEWER
PLAN & PROFILE
C=505
RECORD DRAWINGS