HomeMy WebLinkAboutTrout Meadows at Cattail Lake - Fire and Domestic Services RECORD DRAWINGS P E
APPROVZ, 346PE
TROUT MEADOWS AT CATTAIL LAKE fill,
NAME Tji'LE DATE
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THOMAS,DEAN&HOSKINS,INC. zo on
FIRE AND DOMESTIC SERVICES TD& ENGINEERING CONSULTANTS z
GiffAT FALLS-IRDZEMM-K1L mow,ISPELL 'm
LEMWKSNTNEN WASHI= 0
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LEGEND BUILDINGS J-11, J-2, J-3, M-11, M-2 z a:
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LOT 1 OF BLOCK 4 AND LOT 14 OF BLOCK 3
NEW EXISTING DESCRIPTION SCHEDULE OF DRAWINGS
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PLAT OF CATTAIL LAKE SUBDIVISION, PHASE 1 V)
BUILDING SHEET NO. SHEET NAME
On zzw
CLEANOUT I COVER SHEET AND SITE INFORMATION
CONCRETE
CITY OF BOZEMAN, MONTANA 2 BUILDING AND UTILITY LAYOUT Z<
CONTOUR 3 BUILDING J-1 FIRE AND DOMESTIC SERVICES zJ 0
LD
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o CURB BOX 4 BUILDING J-2 FIRE AND DOMESTIC SERVICES (R
CURB & GUTTER Prepared for 5 BUILDING J-3 FIRE AND DOMESTIC SERVICES cr u Eu 12� M 0 X m
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DITCH 6 BUILDING U)(n cn
M-1 AND BUILDING M-2 FIRE SERVICES Lu I w c <
CREST%AEW LAKE, LLC �z
EDGE OF ASPHALT SCOTT HACKER 7 DETAILS 10
a FIRE HYDRANT 4200 EXPRESS WAY
MISSOULA, MT 59808
INLET
0 MANHOLE
VICINITY MAP W Lu
s SANITARY SEWER <
0 0 0
STORM DRAIN
WATERLINE CONSTRUCTION NOTES
VALVE
PROPERTY LINE m m>m
UTILITY EASEMENT CONSTRUCTION ROUTE
(TY ❑ 1. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN WRITING AND
WATER AND SEWER EASEMENT SHALL BE RESPONSIBLE FOR SECURING THE EXACT LOCATION OF ALL DRAWN BY KLS
EXISTING UTILITIES BEFORE BEGINNING EXCAVATION. DESIGNED BY KLS
PUBLIC ACCESS EASEMENT QUALITY CHECK: JFP
2. ALL POWER, TELEPHONE AND OTHER UTILITY POLES OR GUY WIRES WHICH DATE: 10/07
PEDESTRIAN EASEMENT INTERFERE WITH THE CONSTRUCTION SHALL BE REMOVED OR RELOCATED BY JOB 140� BO"57(DO8)
THE UTILITY COMPANY.
GAS LINE FIELDBOOK NA
E UNDERGROUND ELECTRIC 3. ALL CIVIL WORK SHALL BE CONDUCTED IN CONFORMANCE WITH THE FIFTH NEDITION OF THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS uj
DRY WELL INCLUDING THE 2006 ADDENDUM AND THE CITY OF BOZEMAN MODIFICATIONS
0 TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS FIFTH EDITION U
TREE INCLUDING ADDENDLIMS NO. 1 AND NO. 2. >
CONSTF�UCTION ROUTEP) 51 4. MATERIAL AND INSTALLATION OF FIRE SERVICE LINES SHAL2L COMPLY WITH
(TY THE CITY OF BOZEMAN FIRE SERVICE LINE STANDARD APRIL 4, 2DO6 AND uj
THE LATEST EDITION OF NFPA, INSTALLATION OF PRIVATE FIRE SERVICE MAINS
AND THEIR APPURTENANCES, U)
ZONI�G BOUND 5. NEW WATER SERVICES SHALL BE INSTALLED WITH A MINIMUM OF 6�5' 0, z
COVER. 0(TYP-)
ABBREVIATIONS N
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXCAVATING, FIELD Lu
PHASE 3 VERIFING LINE AND GRADE OF EXISTING CONNECTIONS AND FITTINGS AND
0 CONFIRMING REQUIREMENTS PRIOR TO ORDERING NEW FITTINGS.
CATTAIL LAKE PHASE 2 R 7. THE CONTRACTOR SHALL INSTALL MEGA LUG RESTRAINTS OR CONCRETE 0
C.O.B. CITY OF BOZEMAN SUBDIVISION ZONING PLI THRUST BLOCKS AT ALL WATER LINE FITTINGS AND VALVES.
INV INVERT BOUNDARY
B. 90* VERTICAL BENDS SHALL BE RESTRAINED USING CONCRETE THRUST LL
FL FLOWLINE ZONINGBLOCKS.
FF FINISH FLOOR 8-2 z z z
LF LINEAL FEET
MIN. MINIMUM 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY PERMITS. W Z uj Ix 0
MAX. MAXIMUM 10. ALL CULVERTS, DRAINAGE DITCHES AND OTHER SITE IMPROVEMENTS
BOZEMAN CITY
PA POINT OF VERTICAL INTERSECTION AFFECTED BY CONSTRUCTION SHALL BE RESTORED TO ORIGINAL CONDITION, FL BOUNDARY UNLESS OTHERWISE NOTED ON PLANS.
STD STANDARD (BOLD) —jr Z�
TYP. TYPICAL 11. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN z
Z' G OUTSIDE OF SEWER/STORM DRAINS AND WATER LINES. z
0 Lu
12. MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN OUTSIDE OF N
SEWER/STORM DRAINS & WATER LINE CROSSINGS. 0 Lu
"tA l�E - N 4- m Lu
13. ANY EXISTING OR NEW VALVE WHICH CONTROL THE COB'S WATER SUPPLY m
SHALL BE OPERATED BY COB PERSONNEL ONLY. U)
14. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF
2 24-HOURS PRIOR TO BEGINNING ANY WORK. M
ZONING - cn Lu
15. ALL FIRE LINE SYSTEMS SHALL BE CLASS I. >
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16. FOR FLUSHING OF THE FIRE LINES, UTILIZE A 2- ORIFICE AND VERIFY
WITH A PITOT GAUGE A MINIMUM NOZZLE PRESSURE OF 12 PSI.
500' 750'
S C L t E I
R-
ICAD NO.R-B557(008
ISHEET 1 OF
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RECORD DRAWINGS N �, aX.,
VAL
NAME ITl-E DATE o=o
THOMAS,DEAN&HOSKINS,INC. sQ
y D&$:,. ENGINEERING CONSULTANTS Qo CL/J 3
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Il I Al" FIRE AND S b f _ SD - -- -- - - O cc r�y 'Zo
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DOMESTIC SERVICES
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SEE SHEET 5
71
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Z I i / .y, DRAWN BY: KLS
DESIGNED BY: KLS
�IE _.�. DUALITY CHECK: JFP
DATE: 10/07
G �- p JOB NO. B05-057(000)
FIELDBOOK NA
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1 I ,__ ____________________________ _________ _________________________r__-______________r___ _ ___,_-_-______--____-,__-____-_-___-_--r________-____-___r__________-___-_T-_--____-____-_--_-_
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I I I C I I I j 1 I Y I
5 I CONTROL POINTS
a I CP NOR HING EASTING ELEVATION ESCRIPTION I I I 4
3 I I 501 12545.69 4871.57 4647.37 Yt" RB W/ RPC
530 125t2.91 5751.56 4640.45 jP
531 125 9.42 6256.18 4640.84 PC Q
1 I
g I - -----------� —-- ----- - ------- ------ 1 1 1L-------------- -------- -----------------L. �
CAD NO.R-6557 008-02.DWG
:, SHEET 2 OF 7
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0 20' 40' 60' JNS; L 4" 9O' a NDt >
I I I I STA 1+82.79. 2.54' L m o L)0 w m
S C A L E ---- PROP0S,F D TR E TO s INSTALL 4" OS&Y V w w w
OC REL ATED PER C.O.B. STAND
o❑❑ �0 �wzo
DRAWING NO. 026 ►,� _�
STA 1+35. 3.0' T w p p �a
EMOVE 17 I.F. OF EXISTING PIPE SEE SHEET 7 FOR c�ln�
AND INSTALL 4" GATE VALVE AND I MECHAFIICA
—— — n BEND ^N
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2.79,
--------i I �_ I a" OS A D
RECORD DRAWINGS 6 - V
THP!UST 0 K D �AIL EE SHE 7 .5, 0 Y z
F DATE I 15 L.F I E AN 90' B } }}
TD THOMAS,DEAN&HOSKINS,INC.
ENGINEERING CONSULTANTS I % m m
& m
XC Tj i L S-DOZEI -KNIS 44N I / _
lEWSTON Mh NG IDA TON W
DRAWN BY: L
� DESIGNED BY: KlS
QUALITY CHECK: JFP
DATE: 10107
JOB NO. B05-057(008)
BUILDING J -1 PLAN VIE
FIELDBOOK NA
w
U
TYPE 2 EXCAVATION / W TYPE 2 EXCAVATION cn
TYPE A BACKFILL / LLI
TYPE A BACKFILL U U
4650 4650 (n
-FINISHED GRADE ui
LV
(ALIGNMENT) NOTES: FINISHED GRADE NOTES- N
INSTALL 55 L.F. OF 4" 1 STA 1+37.5, CONNECT TO (ALIGNMENT) 0 V
CLASS 51 DUCTILE IRON 1 STA 1+35.5, 3.0' LT, CONNECT Q
PIPE EXISTING WITH 4" GATE VALVE TO EXISTING WITH 4" GATE
AND 90' BEND, GRADE CHANGE
EXISTING GROUND EXISTING GROUND VALVE AND 90' BEND, GRADE Q cn
(ALIGNMENT) 2 STA 1+56.70, 4" 90' BEND, (ALIGNMENT) CHANGE Z Z W
Q CC
2 N 12696.28, E 5846.75, 4" 90' Q ~ C
Z 4640 ___ _ INSTALL 56 L.F. OF 4" 4640 __ BEND, O Q
3 6TA�1.6Li:66, .£o
CLASS 51 DUCTILE IRON
6 INSTALLED 4" PIPE 6 INSTALLED 4" 44.2P VERT " LL Z
OF INSULATION 4 STA 1+82.79, 4" 90' VERTICAL
BEND OF INSULATION 1 Z
4 STA 1+82.79. 2.54 LT, 4" 90' Q
5 FINISHED FLOOR=4640.50 VERTICAL BEND Z a Q
i BOTTOM OF OS&Y VALVE 0 W Lu
FINISHED FLOOR=4640.50
MIN=4641.5, MAX=4642.5 5 BOTTOM OF OS&Y VALVE 0
6 VERIFY DEPTH OF UTILITIES MIN=4641.5, MAX=4642.5 j m LL
4630 1 4 PRIOR TO EXCAVATION
4630 1 2 4 6 VERIFY DEPTH OF UTILITIES Q
PRIOR TO EXCAVATION m
5 5 0
DATUM ELEV DATUM ELEV N Z
4625.00 50 4625.00 50 w p
M Y
� n n M
5 a a a a a a J m
m
1+00 1+00
Y EXISTING GROUND Q
�(ALIGNMENT) EXISTING GROUND
ALIGNMENT �
Q
BUILDING J -1 FIRE SERVICE PROFILE BUILDING J -1 DOMESTIC SERVICE PROFILE v
g CAD NO.R-13557 008-03.DWG
SHEET 3 OF 7
JA 1�
RECORD DRAWINGS 5346PE{�=
w L APPROVED
J �+t�//rG fh-' ✓�r+A4�c -� 6434�y ''.r70,YAL ��••�•
NAME TI E DATE QZO
SEE SHE 7 F u Mpm
MECHANICAL R oEr THOMAS,DEAN&HOSKINS,INC. ,� oz
.� TD&J ENGINEERING CONSULTANTS •-I s=
STA 2� 8.3. 4'� 2+48.3, 0' RT cS�0KW -B°z�wv'-au's. WASHING-7 3z
3
INSTALL; 0 V ' STALL 4" OS&Y VAL LEVAMN la HO z
PER C. .B. D : ER C.O.B. STANDARD Z
DRAWING B.
011 � �♦I RAWING N0. 02660-1
N N 280 262.70 Q Zvi
NST `a o O .'7
J
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MAINTAIN MIN 10'� 2+25.8. 0' RT 0
BETWEEN RAN w U
A RVI Z U J
m z
N 12802.30.11 52 3 _ zz < W
INSTALL 4"; 90' D < W/� N
cr
Z�Df z�
STA 1 9 RT 03
0 20' 40' 60 } 4" OON STIC R IN ST jz OfZ m
I I Q CE t U U U C� W
U www O
S CAL E 2 U)rn� wz
LL DRYWELL (TYP.) o 0 o M LLo
10
i REMOVE AND REUSE
J 65 L.F. OF 4" PIPE ^N m
AT MAIN NOT IN CONTRACT
t•f t-E-(-(-E-�-h c�-)r-?t->-3'-->->-�->-->->--> -!' -)r -� w w w
1+ RT
N 12729. p p
INSTALL ��
ND 1+ 1.8, RT
/
STf 1+2 2'�T� IN TALL 4 ' BED y Y Z
INST ..4", BEND. i+ 5.0, ' RT
''� IN ALL 4X8 APPI G TE } }
ANTI 4 GATE VALVE v TH ALL v
m m m
ti 2 SOU' LT ALLEY—AN
INSTALL - ING TEE (DI S s s s DRAWN BY: KLS
Af'{ VALVE DESIGNED BY: KLS
QUALITY CHECK: JFP
DATE: 10107
JOB N0. B05.057(008)
BUILDING J -2 PLAN
FIELDBOOK NA
(n
LU
U
TYPE 2 EXCAVATION /
TYPE 2 EXCAVATION / TYPE A BACKFILL m
TYPE A BACKFILL NOTES: ui
4650 NOTES: 1 STA 1+05, 2' LT, CONNECT TO w
EXISTING 8" MAIN WITH 8X4 V U
1 STA 1+05, CONNECT TO EXISTING TAPPING TEE.
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8" MAIN WITH 8X4 TAPPING TEE ~
AND 4" GATE VALVE. 2 STA 1+21.0, 2' LT, 4" 45' BEND LU W
2 STA 1+21.8, 4" 45' BEND (ALIGNMENT) 3 N 12729.64. E 5230.33. 0 ()
4( IGNMENT) N.
45' BEND
3 STA 1+29.6, 4" 45' BEND V
EXISTI G GROUND 4 N 12802.30, E 5230.33,
EXISTING GROUND 4 STA 1+98.4, 4" 90' BEND (ALIGN ENT) 4" 90' BEND Q Q U)
(ALIGNMENT) 4640
4640 5 STA 2+25.8, 4" 90' BEND ———— 7 5 N 12802.30, E 5252.70, Q Q LLI
---- 7 4" 90' BEND F-
-—— ——— 6 STA 2+48.3, 9T VERTICAL BEND
6 STA 2+48.3, 7.04 LT, 90' Ltl Z O
7 FINISHED FLOOR=4638.00, INSTALL 147 L.F. OF 4" VERTICAL BEND 0 0
INST 152 L.F. OF 4" BOTTOM OF OS&Y VALVE
MIN=4639.0, MAX=4640.0 PIP 7 FINISHED FLOOR=4638.00, LL 0
PIPE BOTTOM OF OS&Y VALVE Z Z
MIN=4639.0, MAX=4640.0 Z Q
z 4630
Ow w
4630 �_ Q
m LL
Ei N
DATUM ELEV 1 2 3 4 5 6 m
m 4625.00
DATUM ELEV
4625.00 = ,D c! n �`y = 0
vl o, n n �i n n CF 5 Z
e `iCF� 5 a a < a �' w
a a a a Y
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1+00 2+00 50 J
Q
1+00 2+00 50
J
5 EXISTING GROUND m
EXISTING GROUND ALIGNMENT) J
ALIGNMENT
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BUILDING J -2 FIRE SERVICE PROFILE BUILDING J -2 DOMESTIC SERVICE PROFILE v
CAD NO.R-B557 008-04.DWG
SHEET 4 OF 7
CE 1 =
. 534SPEE�ji
STA 1+06.2, 2.77' LT, yy '�� �'A"'��'�`?�v�y RECORD DRAWINGS � F%YAL
TALL 4" GATE VALVE AN END, REMOVE 25 L.F. APPROVED�� 2=oR 111111 " coo
I OF G 4" D.I. PIPE 9(.rU ;; _ �/_/ I
NAME -TITLF DATE Z O=—
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I s NL.ON
HOMAS DEAN&HOSKINS,INC. <3
22.5' BEND, REMOVE 25 L. TD&I '
EX151NG 4" D.I P A 1+ 8 T, ENGINEERING CONSULTANTS
N AT FALLS-80ZEMAN-KALISPE MOM" y
STAL 4', 1 .2 D �A waswNcroN I.y F-,
iONq F�.ill d
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INSTALL 41 11.25' ND 10 s V 0 .D
IPmEr_
x �
J -IRE SE E-, z
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BUILDING �:j
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C '(
� zW
J 2 0 m
IC WATER ry a
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! .3. 0' RT, z 0 z
0 20' 40' 60' 3I INSTALL 4", 90' BEND �w u nW
INSTALL 4, 90' >m Q z
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S C A L E fil STA 2+26.7, 0' N 12907.73. E 5357.58, U U U w vs
INSTALL 4" OS&Y VAL —INSTAtt 4', 90' BEND 0 4zo
PER C.O.B. STANDA
RAWING NO. 02660- I T ' LT, C x �lLni
�06
N 5T 6.7. 7.04' LT m
SEE SHEET R
IN VALVE ____ NOT IN CONTRACT W
BUILDING PE B. STANDARD
C OOM IL J D NO. 02660-12
f .f
i
I I 6 mmm
w I
DRAWN BY: KLS
DESIGNED BY: KLS
QUALITY CHECK: JFP
DATE: 1
BUILDING J -3 PLAN VIEW JOB NO 6..10080/07)
FIELDBOOK NA
TYPE 2 EXCAVATION / (n
TYPE A BACKFILL TYPE 2 EXCAVATION / LII
4650 TYPE A BACKFILL _V
4650
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(All W
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NOTES: >
FINISHED GRADE 1 STA 1+05. CONNECT TO NOTES: U) aI
(AUGf IMENT) EXISTING WITH 4" GATE VALVE, FINISHED GRADE LL) IIJ
1 STA 1+06.2, CONNECT TO ¢
4640
7 INSTALL 22.5' BEND (ALIG MENT) 6 EXISTING WITH 4" GATE C U)
EXISTIN GROUND 2 STA 1+17.1. 4" 11.25- BEND, 4640 1 11 VALVE, INSTALL 22.5' BEND 0 V
(A GRADE CHANGE EXISTIN GROUND 2 STA 1+60.8, 4" 11.25- BEND, F—
( IGNMENi) Q
3 STA 1+80.3, 4" 90' BEND GRADE CHANGE 3 N 12907.73, E 5357.58, Z U)cc
4 STA 1+93.7, GRADE CHANGE 4" 90' BEND
INSTALL 130 L.F. OF14" 5 STA 2+07.7. 4" 90' BEND, 4 STA 2+00.7, 2' LT, 4" 90' � Q 0
CLASS 1 DUCTILE IkON ROTATE BEND 11.25' BEND, ROTATE BEND 11.25'PIPE INSTALL 23 L.F. OF
4630 6 STA 2+26.7, 4' 71.25' BEND CLASS 5 DUCTILE I LL Q
AND 90' VERTICAL BEND PIPE 5 STA 2+26.7. 4" 11.25' BEND Z Z
7 FINISHED FLOOR=4640.02 4630 AND 9(' VERTICAL BEND Z Q
z 6 FINISHED FLOOR=4640.02 0 W W
BOTTOM 1. OSMA VALVE BOTTOM OF OS&Y VALVE MIN=4641.02, MAX=4642.02
3 4 5 6 MIN=4641.02, MAX=4642.02 (n
3 4 5 ; m LL
DATUM ELEV 2 �'J" 5 In
4620.00 SD _ DATUM ELEV 1 2 U) Z
a 4620.00 5p W _
a of rd e
10 J
1+00 2+00 a J E5
EXISTING GROUND 1+00 2+00 _J m
s (ALIGNMENT EXISTING GROUND
8 ALIGNMENT) Q
Q
BUILDING J -3 FIRE SERVICE PROFILE BUILDING J -3 DOMESTIC SERVICE PROFILE c)
CAD NO.R-8557 008-S.DWG
SHEET 5 OF 7
V ' I E *'_
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MECHANI AIL MAINTAIN A MIN. OF 10' BETWEEN I v m
TRANSFORMER AND SERVICES
�m Zzw
1+ 3.6. 2.23' I zma
IN LL 4 OS&Y V 1+67.1 0' R aom
/W� W$
R C. .B. STAN i TALL 4" S&Y - rn� Q W I
BUILDI RAWING TANDARD ING M-1 m O rz-I w
ING N 02660- I mw w w V' N
0 20' 40' 60' >z M Ir 40
m
Y
III ME)U U
SCALE O o0o x &�N_
37.5, 5.51' Rf, .8, 5.8 ' T, 0.
REM 1.0 F. OF EXISTIN
_ NJ
PIPE AN ALL 4" GATE VAL 0.0 L ING Y ^a0 N m
5 J^�
RECORD DRAWINGS
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APPROVED
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01
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NAME DATE
THOMAS DEAN&HOSKINS,INC. 6 s s S — S — s s > ED> �..�
TD&� ENGINEERING CONSULTANTS SOUTH ALLEY
y co m a)c.AT FauS-DOZE -I ISPM uoN"To __ DRAWN BY KLS
SP,K E WASHIJGION _ _ __ __ __ l 7
ISTM pN10 _ __ __ _ _ _ _ _ ___ _ _ _ - —— — [— ———— ——
�— —f — G DESIGNED BY: KLS
QUALITY CHECK: JFP
DATE: 10/07
JOB NO. B05-057(008)
BUILDING M-1 AND M-2 PLAN
FIELDBOOK NA
cn
Lu
U
TYPE 2 EXCAVATION / W
TYPE A BACKFILL N
TYPE 2 EXCAVATION / (�
TYPE A BACKFILL
4650 4650 W
U
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NOTES, NOTES' g
1 STA 1+37.5, 5.51' RT, CONNECT 1 STA 1+37.8. OFFSET 5.83' LT, O
TO EXISTING WITH 4" GATE VALVE CONNECT TO EXISTING WITH 4" W
AND 22.5' BEND GATE VALVE AND 22.5 BEND VI
FINISHED GRADE 5 2 STA 1+51.0, OFFSET 3.21' LT, w
FINISHED GRADE 2 STA 1+51.5, OFFSET 2.23' RT, (ALIGNMENT) Z Z
(ALIGNMENT) 5 INSTALL 11.29 VERTICAL BEND INSTALL 22.5' VERTICAL BEND
Q H U_
3 STA 1+68.6, OFFSET 2.23' RT, 4640 3 STA 1+61.7, OFFSET 1.08' LT, W Z
4640 INSTALL 11.25' VERTICAL BEND _ INSTALL 22.5- VERTICAL BEND CV
4 STA 1+73.6, OFFSET 2.23' RT, GROUND 6 4 STA 1+67.1, OFFSET 0' LT, LL
EXISTING GROUND INSTALL 90- VERTICAL BEND EXISTING
(ALIGNMENT) INSTALL SIT VERTICAL BEND Z Q
(ALIGNMENT) 5 FINISHED FLOOR=4640.83 5 FINISHED FLOOR=4641.81 ZQ Z
BOTTOM OF OS&Y VALVE BOTTOM OF OS&Y VALVE a
MIN=4641.83, MAX=4642.83 INSTALL 39 L.F. OF 4" MIN=4642.81, MAX=4643.81 Q LLI
CLASS 51 DUCTILE IRON N
PIPE 6 VERIFY DEPTH OF UTILITIES PRIOR O cc�
INSTALL 47 L.F. OF 4" 3 4 TO EXCAVATION m C
CLASS 51 DUCTILE IRON 3 4 4630
PIPE 4630 6 ('
h 5 Z 5 = 0
DATUM ELEV 1 U J
DATUM ELEV 1 4625.00 5 W
4625.00 a0
.0.a6 00
EXITING GROUND d(ALIGNMENT)
ALIGNMENTa 1+ EXISTING GROUND
1+00 QJJQ
�y
Q
BUILDING M-2 FIRE SERVICE PROFILE BUILDING M-1 FIRE SERVICE PROFILE v
CAD NO. L57 008-6.OWG
SHEET 6 OF 7
P E °-
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ROOM N I O z
I 4 I I 204' 250' 0 0
0
3.04' 2.50'
N�
W W W
O O
N Y Z
-- - mmm
6.00' I I I I I2 I4 6 DRRASNED KILS
G : KLS
I I I (---
S C A L E S C A L E QUALITY CHECK: JFP
DATE: 10107
JOB NO, B05-057)008)
FIRE AND DOMESTIC SERVICE RISER LOCATIONS FOR BUILDINGS J-2,3 (TYP.) FIRE SERVICE RISER LOCATION FOR BUILDINGS M-1,2 (TYP.) FIELDBOOK NA
w
U
W
In
20 - -I NOT IN CONTRACT v
STA 1+35.5, 3.0' LT
CENTER OF ELBOW 6'�
w
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4" WATER SERVICE LINE I 9.5"
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2.67' Z Z
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RECORD DRAWINGS _
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MECHANIC J
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n 2.63' _0 W
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ENGINEERING CONSULTANTS 2 92• a (n N
CENTER OF ELBOW O GREAT s-eozDw+- sPEu w � m _
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4" GATE VALVE (TYP) 0
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4" FIRE SERVICE LINE - ^y - -
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INSTALL THRUST BLOCK I I I � �4
PER C.O.B. STANDARD S C A L E
DRAWING 02660-1 (TYP.)
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BUILDING J-1 THRUST BLOCK DETAIL FIRE AND DOMESTIC SERVICE RISER LOCATIONS FOR BUILDINGS J-1 v
CAD NO. R.B557 008-7.DWG
SHEET 7 OF 7