HomeMy WebLinkAboutCommunity Food Co-op The existing 3/4" water
service shall be Q
disconnected from the Comma-
6`water main after Architecture, Inc.
' • the new Ill"water FIRE DEPARTMENT CONNECTION,
\\ [ service line Is mstolled IF CONSTRUCTED.SHALL BE 111 South Grond Avenue
and Is in service. INSTALLED DOWNSTREAM OF THE Studio 2210
DOUBLE CHECK VALVE AND FLOW
A �I DETECTION DEVICE. \ 80�4Q6) 585.1112715
Existing 3/4' water
\` fax 585.5518
Note: The existing valve in Main service 5.22 ft. cover DOUBLE CHECK VALVE ASSEMBLY SHALL MEET
I Street is to be operated only by y � ( ) e mall
the Bozeman Water Department. I o THE FOLLOWING SPECIFICATIONS. Con CeptS®COmmOq.COm
3 r A.ILL OR FM USTED.
'A > Existing Building B APPROVED BY THE UNIVERSITY OF SOUTHERN CALIFORNIA FLOW DETECTION DEVICE PER
,i STA. 0+00 - Exposed I > FOUNDATION FOR CROSS CONNECTION CONTROL AND CITY OF BOZEMAN STANDARDS
existing 6`X6` tee. HYDRAULIC RESEARCH(USCFCCCHR)FOR OPERATION IN
Installed Thrust Block. I I s Community THE VERTICAL POSITION. M
Z y OF 0
Existing 6" ductile Food Co-op
iron pipe water line. I m;ioled a"X4" 908 West Main " 'u° .T
Reducer. — r couuA-oar F
-W r� ARCHITECTURE
—W—
�— ————— f rrmo. ♦°1°
T (�
—6"w —�-6"W- — — Proposed 1�" copper � 9
++ water service(to curb ; f0 "ARCv'
0 I STA. 0+03 - Removed 1" Aspen Motor Corp. -w stop by city). Installed 1 tHls MA No Is NOT wrENom
Stop. Plug, Bell end of 4' stub and Installed 6" on east side of fire line.
J 9• NOR SHA l IT BE USED FOR
solid sleeve STA 0+27.4 - Installed vertical line
Bend w/ caUNUESSTN SIGIMI s
New curb slop. 1 ft lhurst block. Ended fire service line of 0.5.&Y. uNtSiO TM:sKHm
2'MIN CLEARANCE
3 � I behind sidewalk PROReeKNAL aTAMR of A
a• 6" ductile Iron pipe fireline. Installed 2" thickness of valve. (See detail this Sheet.) INSTALL 4"D.I.PIPE AND FROM OUTSIDE WALL REaSTEREO C MtECT
� Foomular 250 insulation, 6'above fire line. Bedded !'OS&Y VALVE- THIS PROJECT EMRLOKE By COMMA-0
- The fire line shall be placed exactly 2.0 feet inside the north AacHITECTURE Is• zm.eavE
L I m minimum o/3"of}/4" minus crushed gravel. and west walls of the addition to allow the maximum amount
(See detail, this sheet.) _
rr^^ I of room possible for the new 1J¢` water service. Cl
V! a .e• ; STA. 0+16 - Installed 6"X6" Tee with thrust �y Q a $
u, block. Installed 2'stub to the west with cop
and thrust block. Installed I'water service I E ,r o o _ g
Corp_ stop and reconnected Aspen Motors water / --�w-� _ NOTE: Contractor will restore all surfaces, FLANGE TO BE THREADED ON STANDPIPE. m J a v'
3: _ asphalt, concrete, and landscaping, (D• �� o
service line. I f' STA 0e V - Installed M.J.TO FLANGE ADAPTERS NOT ACCEPTABLE. 1 Q) >
'� a"Cote valve. L
m W 4`ductile iron pipe fireline. Installed 2" thickness of C i
Foomulor 250 insulation, 6"above fire line and o
service line. Bedded in minimum of 3" of 3/4" I • _ _ - _ W will
minus crushed gravel. (See detail, this sheet.) w I'MIN 2'I MAX +- o C x c ABOVE FIN SHED FFgg
r Saw cut existing sidewalk. Replace oil concrete FLOOR
MIN REDI ROD.INSTALLED IN Q U) c C
. ° L
Y! with similar construction with expansion p 3/4'
joint 0 >E -
°. ^, I • . • material at each edge. HALF OF THE AVAILABLE M.J.FLANGE • ° ° +� g
W I I BOLT HOLES(TYPICAL). Q- (n C -
b
= f � m u I I Note: The controctor shall coordinate with QI �_ �. °,
ID
the city of Bozeman Water Department 4' CLASS 51 DI.PIPE .19
c 'c
w [ I I,� I • 3 • personnel to install o new 11h" domestic Aspen d
water service in the some trench with the Qi
(7] I I oo new 4" fire line. The City Water Department Motors
nQ ,
will only be installing the domestic service to MECHANICAL JOINT
All construction within the West Main �• I -_g I x the curb slop. The domestic service from REVISION DATE
Street (U.S.Highwoy No. 191) �, I lux r .. the Curb slop into the building i9 to be
right-of-way sholi be performed in ; N installed by Ue owner as per City of
compliance with the "Utility Occupancy m I Bozeman Standard Drawing 02719-6. - -. -`mil
and Location Agreement"prepared by • T --
the Montano Department of
THRUST BLOCK
Transportation for this project- I I D 5 10 20 90'BEND WITH
t e
--- -- SCALE: I = 10
FIRE LINE DETAIL — CLASS I SYSTEM
4800
4800 GENERAL NOTES NOT TO scar_
1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND Q
THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, FOURTH
EDITION, DATED JANUARY. 1996, INCLUDING ADDENDUM No. 2 (8/08/00), O
4798. - - 4798 AND THE CITY OF BOZEMAN MODIFICATIONS, MAY 1997, INCLUDING
ADDENDUM No. 1 (2/19/98) AND ADENDUM No. 2 (3/15/00). O
2. A PRECONSTRUCTION MEETING SHALL BE HELD PRIOR TO COMMENCEMENT OF
I
1 WORK, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER WORKING DRAWINGS, NATIVE SOIL
- ----- E%(STING CURB / SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT AND MATERIALS TO BE USED _ TRENCH BACKFILL
4796 —
- - - i- --- - -- - - - 4796 ON THE PROJECT AT LEAST ONE WEEK PRIOR TO THE PRECONSTRUCTION
[xISTING ASPHALT AND GUTTER RIOOR MEETING. INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN
S7 I 3' I I .-
URFACE.MAIN STREET APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. _
VED PLANS AND
4794�- EXISTING NO
SPECIFICATIONS SHALL BE 4794 3 ENGINEERING O DEPARTMENT.
ENGINEER AND THADE E CITY OF THE BOZEMANRIOR I III O O
_ —r —_ — --- a�
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES I 6 M'".
V I PRIOR TO THE BEGINNING OF CONSTRUCTION. OTHER UTILITIES MAY EXIST t 2 O
U THAT ARE NOT SHOWN. I O I a•}s
TR4FFIc SIGNAL CONDUIT 5. THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT SHALL — x _
NOTE: I BE NOTIFIED AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. —
_ v C
---- - 6"Mir—I = 7
4792. EXACT LOCATE S OF DRAINAGE PIPES k- -� a79,.
TRAFFIC SIGNALCONDUIT UNKNOWN. 1lnstalled 2' th 2kn ess of Foomulor 6. MINIMUM COVER OVER THE WATER MAIN SHALL BE 6.5 FEET OR THE PIPE I— 2"Thickness of �
j CONTRACTOR VERIFY THEIR LOCATIONS 1250 insulation, 6" above fire line SHALL BE INSULATED. A MINIMUM VERTICAL SEPARATION OF 1.5 FEET 6"Min, C)
Foomulor 250 Drand
RELATIVE To NSTRUCTION P IOR TO and service lines. Bedded in SHALL BE MAINTAINED BETWEEN THE WATER MAIN AND ALL SEWER MAINS. insulation. Bedded _
INSTALLATION FIRE LINE. \\/ (minimum of 3" of 3/4' minus New1%"
- 7. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE ee ite(by New 4^D.LP."`rater of 3/4m mina,3 Ln (n C
(crushed grovel. (See detail, this man t s co ct
___ sheet. ' DISCRETION OF THE CONTRACTOR. aushea gravel �
-- ---} 8. TRENCH BACKFILL SHALL BE TYPE A 3.5'Minimum i, E >j E
/ 9. BENCHMARK:TOP CAP BOLT FIRE HYDRANT WEST SIDE OF NORTH 9th AVE O
EXISTING 6`WATER MAIN 12"RCp STORM DRAIN(1 — I AT WEST MAIN STREET. ELEVATION = 4794.57 ( CITY B.M.p 216) O 00VZZ N r�
- U 10. IF CONSTRUCTION OCCURS WITHIN THE RIGHT-OF-WAY OF A DEDICATED r , YS
— CITY STREET, A STREET CUT PERMIT SHALL BE OBTAINED FROM THE CITY �/ m x>S
———— e SUB-DRAW _ STREET DEPARTMENT. PIPELINE INSULATION 4788,, ? - 17.6 t TOTA4 L.F.6'CLASS I51 D.I.PIPE �4788 11. FIRE LINE INSTALLATION SHALL CONFORM WITH THE REQUIREMENTS OF
[FOR
TE THE EPTH OF THE`t%(STING 6'WATER LINE 18.4 i TOTAL(L.F.4'CLASS'151 D.I.PIPE
THE CITY OF BOZEMAN FIRE SERVICE LINE STANDARD. THE 4" FIRE SERVICE LINE NOT TO SCALE
APPROXI ATE. THE CON ACTOR IS RESPONSIBLE INCLUDING THE OS&Y VALVE ARE TO BE INSTALLED AS PART OF THIS PROJECT.
AND DEPTH OF ALL
EEUT' ON THIN THE I NSTRUCTION AIIIEA PRIORt2. ONLY FLANGE FITTINGS CAN BE USED ON THE FIRE SERVICE LINE INSIDE F"'O OBTAINING THE LOCATI to N OF THE BUILDING, ICI
P �i
4786- - ----- ---- - - t- - -? -- +o+°n�'a j 5 13. APPLICATIONS FOR THE FIRE SERVICE LINE MUST BE COMPLETED PRIOR TO Z I
t -
a. .Ic$u° Y� .o •.478h INITIATION OF CONSTRUCTION. _�
EXISTING 6'WATER MAIN AND'TEE o o
u In Nn..n n�u f $ u-6---
__ _. x ro o:. n. c a a V a p.\
ado E n w
yy pw
4784r- ---, - - - I - - - - 1 t r-„ c - -8v -�4784 =,�O�T�I',�f'14 DESIGN BY: DATE: DRAW?J BY: DATE: DRAWING SCALES I,p a-I I -
o�a� too°'° '°"$'"sus �� N> N.v` ! RHC 04/20/2001 DAJ 04/20/2001 PLAN VIEW: HORIZONTAL: 1" = 10'
o�$ o n u old n c°w' in +o: +" +I REVISIONS: DATE: CONTOUR INTERVAL: 1' fu
o 0 31 RAY H. CENTER HE
} x e°s o m u'v u M 5653 ES City letter-2Moy2001 05/06/200t CHECKED BY: DATE:
0+80 0+70 0+60 -0+50 0+40 -OCO 0 a° °g o �, < b'c'^ Aa BuH Drow ng to/oa/2oo1 C H iiw H�76
47821 -- L _ _ _ I In u� Imam_ tn, i, In,o-ul a m P w o n PROFILE VIEW: HORIZONTAL: 1" = 10' DATE'
- - - - - +20 -0+10 0+00 0+10 0+20 0+30 0+4082 t�wffgl T `yeS?� DRAWING FILENAME: 886Co-op3.dwg 10/04/2001 VERTICAL 1" 2' 05/08l01
,,i AND
- - _ PROJECT K:
99-21
DRAWN BY.
As-Built Drawing October 2001 MAIN RME
STREET
FIRE LINE
I
I I �D-1--- - -•-- -- ,
The existing 3/4" water
I Service Shall be Comma Q
disconnected from the
Architecture, Inc.
6" water main after
y FIRE DEPARTMENT CONNECTION,
Aa \ O / the new 1` winter IF CONSTRUCTED,SHALL BE 111 South Grand Avenue
service line Is installed INSTALLED DOWNSTREAM OF THE Studio 2210
and is in service. DOUBLE CHECK VALVE AND FLO. Bozeman, MT 59715
DETECTION DEVICE. ( 585-111
fox'585 55182
I Existing 3/4"water
Note The existing valve in Main
service(5.22 ft. cover). DOUBLE CHECK VALVE ASSEMBLY SHALL MEET email
Street is to be operated only by I I THE FOLLOWING SPECIFICATIONS' Con Cep tS®COmmaq.COm
the Bozeman Water Deportment. I A. UL OR FM LISTED.
E ExistingBuildingB. APPROVED BY THE UNIVERSITY OF SOUTHERN CALIFORNIA FLOW DETECTION DEVICE PER
CITY OF BOZEMAN STANDARDS
,h FOUNDATION FOR CROSS CONNECTION CONTROL AND
STA, 0+00 - Exposed I � HYDRAULIC RESEARCH(USCFCCCHR)FOR OPERATION IN
existing 6"X6" lee. W THE VERTICAL POSITION
Installed Thrust Block. I Z Community O F HO
Existing 6" ductile I I W, STA. o+1a- Food Co-op
Iran pipe water line. I I Installed 6"X4"
Reducer 908 West Main
LOYW-a Nn
. :�xITEtTUREx vi
NCw
N 1I v
�— ——6"W—— ———————-i—6 W————• �i Proposed 1'h"copper J / d's f0•..A R Cox
winter service(to curb '
+' water
D service
Installed THIS ORANNG Is NOT wTENDED
STA 0+03 - Removed 1" Aspen Motor Corp p y y) NOR SHALL I BE USED FOR
on cost side of fire line.! COHSTeucnoe euRPOSES
>+ 01 Slop. Plug.Bell end of 4'stub and Installed 6' I ` STA 0+27.4 - Installed vertical 90'Bend w/ UNLESS THE 9aNED
rn J I 2'MIN CLEARANCE PROFESSIONAL STAMP OF A
W solid sleeve New curb stop• 1 ft. thurst block. Ended fire service line at 0.5.&Y.
3 I I " FROM OUTSIDE WALL KOSTERED ARCHITECT
I behind sidewalk valve (See detail this sheet) INSTALL D.I PIPE AND EMPLOYED BY COMA-0
• 6" ductile iron pipe fireline. Installed 2" thickness of I 4'OS&Y VALVE - THIS PROJECT " u E s.m.rD.eovc
Foamular 250 insulation, 6"above fire line. Bedded I , The fire line shall be placed exactly 2.0 feet inside the north - -
4 M 'n minimum of 3" of 3/4"minus crushed gravel. .(-/ and west wolls of the addition to allow the maximum amount n o
(See detail, this sheet.) of room possible for the new 1Yr' water service. ui J
V/ no STA. 0+16 - Installed 6"X6" Tee with thrust I
o
t!1 8
LL _ a
0
block. Installed 2'stub to the west with cop
and thrust block. Installed 1" water service I I R , b� l\-y ___ NOTE: Contractor will restore all surfaces, FLANGE TO BE THREADED ON STANDPIPE
carp. slop and reconnected Aspen Motors water . /2,, w� \STA 0+23 - Installed asphalt, concrete, and landscaping. M.J.TO FLANGE ADAPTERS NOT ACCEPTABLE 1 C -
service line. L
I I I of 4" Gate Valve N�
f L
is ductile iron pipe fireline. Installed 2" thickness of �, • ° m C m" b
Foamular 250 insulation,6"above fire line and " c W J m S
service line. Bedded in minimum of 3"of 3/4" u , g y°
minus Crushed gravel. (See detail, this sheet.) I I FLO INN. Y MAx. N V ° C e o
ABOVE FINISHED Qj n r
C �
a . Saw cut existing sidewalk. Replace oil concrete 3/4"MIN.REDI ROD,INSTALLED IN • L L O o s s --
i �//ll'1� I �I x with similor construction with expansion joint HALF OF THE AVAILABLE M.J.FLANGE a �Cn ; �F E
W I . material at each edge. BOLT HOLES(TYPICAL). a ,// li w
I N I I Q c > m 4
£ , U
Note: The contractor shall coordinote with Y `
V! the city of Bozeman Water Deportment a CLASS 51 D.I.PIPE 0 o
G I I w' • personnel to install a new 11h" domestic Aspen -� d
water service in the some trench with the Motors
w (� b I N� a new 4" fire line. The City Water Department MECHANICAL JOINT
will only be installing the domestic service to REVISION DATE
All construction within the West Main 2 the curb slop. The domestic service from Q
W i the curb stop into the building Is to be
Street (U.S.Highwoy No. 191) 4-' r • installed by the owner as per City of 7
right-of-woy shall be performed in ; V) I I Bozeman Standard Drawing 02719-6.
compliance with the "Utility Occupancy ,
and Locution Agreement"prepared by s
90'BEND WIT. P
the Mantona Department of 3 -- THRUST BLOCK
Irons on for this project. . 0 IO 20
I � a .
SCALE 1"= 10' _ CLASS I SYSTEM
I
l FIRE LINE DETAIL
NOT TO SCALE
4800 4800 GENERAL NOTES
1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND
THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, FOURTH O
EDITION, DATED JANUARY, 1996. INCLUDING ADDENDUM No. 2 (8/08/00).
AND THE 4798 .4798 ADDENDUM INo.01F(82/119/98) AND OZEMAN IF DENDUM No.Y21(3/15/00)997, DING
O
i 2. A PRECONSTRUCTION MEETING SHALL BE HELD PRIOR TO COMMENCEMENT OF NATIVE SOIL U
WORK. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER WORKING DRAWINGS. I—
SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT AND MATERIALS TO BE USED TRENCH BACKFILL
4796' II F ON THE PROJECT AT LEAST ONE WEEK PRIOR TO THE PRECONSTRUCTION —I 3 .-,
MEETING. INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN IIII
4796 EXISTING CURB II O O _
EXISTING ASPHALT AND GUTTER APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. "-
SURFACE MAIN STREET - , 3. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND
EXISTING
SIDEWALK SPECIFICATIONS SHALL BE MADE WITHOUT THE PRIOR WRITTEN I— CrO ll
APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN O U
_ __ _ ENGINEERING DEPARTMENT.
I 4794 - - - - - --- .. - i 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES 6 MHO-
PRIOR TO THE BEGINNING OF CONSTRUCTION. OTHER UTILITIES MAY EXIST I 1 2 IL
Iu, a
THAT ARE NOT SHOWN. I O } I N �
5. THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT SHALL — — — '—
TRAFFIC SIGNAL CONDUIT — �}f—
NOTE. BE NOTIFIED AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. 6"Min. — =I �
4792 E%ACT LOCATIONS OF DRAINAGE PIPES& Installed 2" thickness of Foomular 6. MINIMUM COVER OVER THE WATER MAIN SHALL BE 6-5 FEET OR THE PIPE _ 2"Thickness of
TRAFFIC SIGNAL CONDUIT UNKNOWN. 250 insulation:, 6'above fire line SHALL BE INSULATED. A MINIMUM VERTICAL SEPARATION OF 1.5 FEET 6 M1O' Foomulor z5o broad O
insulation. Bedded
CONTRACTOR TO VERIFY THEIR LOCATIONS -n n m
and service lines. Bedded in SHALL BE MAINTAINED BETWEEN THE WATER MAIN AND ALL SEWER MAINS. New tYS'water u t 3' to
RELATIVE 70 CONSTRUCTION PRIOR TO New s"D.I.P-water C
INSTALLATION or FIRE LINE. minimum of 3"of 3/4"minus 7. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE service(by City). main this<ontroct. of 3/a'minus C
\ crushed grovel. (See detail- this DISCRETION OF THE CONTRACTOR. crushed gravel. 0 N
l .sheet.) ,I 8. TRENCH BACKFILL SHALL BE TYPE A 3.5'Minimum +' % ie
4790 JJJ I� 9, BENCHMARK.-TOP CAP BOLT FIRE HYDRANT WEST SIDE OF NORTH 9th AVE Oj O � N W
EXISTING 6"WATER MAIN 12'RCP STORM DRAIN �fTTJI�/ /1//I/,7,71, _ AT WEST MAIN STREET. ELEVATION = 4794.57 ( CITY B.M.# 216) OC O N rq
V / �!! 10. IF CONSTRUCTION OCCURS WITHIN THE RIGHT-OF-WAY OF A DEDICATED
CITY STREET, A STREET CUT PERMIT SHALL BE OBTAINED FROM THE CITY M m x
8"SUB-DRAIN _ 4788 11. ELNE INSTALI PIPELINE INSULATION
LATION SHALL CONFORM WITH THE REQUIREMENTS OF
FIRE
4788. - 17.0}TOTAL L.F. 6'CLASS 51 0.1.PIPE NOT TO SCALE
�NOTEFTIAE DEPTH OF THE EXISTING 6"WATER LINE 18.4}TOTAL LF. 4'CLASS 51 D.I PIPE THE CITY OF BOZEMAN FIRE SERVICE LINE STANDARD. THE 4" FIRE SERVICE LINEIS APROXIMATE. THE CONTRACTOR IS RESPONSIBLE INCLUDING THE OS&Y VALVE ARE TO BE INSTALLED AS PART OF THIS PROJECT.
4
FOR OBTAIN NG THE LOCATION AND DEPTH OF ALL 12- ONLY FLANGED FITTINGS CAN BE USED ON THE FIRE SERVICE LINE INSIDE
THE UTILITIES WITHIN THE CONSTRUCTION AREA PRIOR $ - OF THE BUILDING.
To EXCAVATION. PRIOR T Zp
o - 13. APPLICATIONS FOR THE FIRE SERVICE LINE MUST BE COMPLETED OR 0
4786- - ,^a x% u`o y _,0 4786 INITIATION OF CONSTRUCTION. �C)
EXISTING 6"WATER MAIN AND TEE o ;ov c v Y ;%�o o $ _-
e �O
, um €ix a Nn=�sav Y Ow
4786 - W x c S b P °Vac u I c a 4786 =, O1: 2NTAN,y'I, DESIGN BY: DATE: DRAWN BY: DATE: DRAWING SCALES: T \
°n.=' °'i r ^ " *r'vx RHC 04/20/2001 DAJ 04/20/2001 PLAN VIEW: HORIZONTAL: 1" = 10' V
o�'u o�m v o=a i w c w o o= +d= REVISIONS: DATE: CHECKED BY: DATE: CONTOUR INTERVAL: 1'
RAY H.CENTER /
e„-" o m b- 5653 ES City letter-2Moy2001 OS 08/2001
d m H F $o r z F,o c vi u S r^ / As-Built Drawing t0/04/2Do1 PROFILE VIEW. HORIZONTAL. 1" = 10' DATE
�1 iv o i P s Ina Ina MTrnw o�. ! rsT aE - VERTICAL - 05/08/01
4782, 4782 r ff K� DRAWING FILENAME: 886Co-op3.dwg 10/04/2001 -
-0+80 -0+70 -0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 IyrLR gNp`V, PRa-21
99-21
As-Built Drawing October 2001 TIME
MAIN STREET
FIRE LINE