HomeMy WebLinkAboutFlanders Mill Apartments, Ph 2 Fire Services _Signed As-Builts GENERAL NOTES: w N
1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO CURRENT CITY OF BOZEMAN o
STANDARDS. UNLESS OTHERWISE APPROVED BY THE ENGINEER CONSTRUCTION SHALL o
BE DONE BETWEEN 8:00 A.M. AND 5:00 P.M., MONDAY THROUGH FRIDAY
2. CONTRACTOR SHALL PROVIDE FOUR SETS OF REVIEWED MATERIAL SUBMITTALS TO
m
DESIGN ENGINEER, WITH INSURANCE CERTIFICATE AND PERFORMANCE AND PAYMENT 3 v -
- BONDS FOR ALL.WORK WITHIN THE RIGHT OF WAY 5 BUSINESS DAYS PRIOR TO THE a�a
PRE-CONSTRUCTION CONFERENCE. BONDS TO BE TO THE OWNER. CITY OF BOZEMAN o
d °' a°' N Y e••w e w ew, / AND MADISON ENGINEERING SHALL BE NAMED AS ADDITIONAL INSURED.
d HARVEST PARKWAY 1 /\/ 3. CONTRACTOR SHALL ATTEND AND PARTICIPATE IN A CITY OF BOZEMAN
PRE-CONSTRUCTION CONFERENCE. DESIGN ENGINEER TO SCHEDULE PRE-CONSTRUCTION
CONFERENCE ONCE MATERIAL SUBMITTALS, BONDS AND INSURANCE CERTIFICATES HAVE
BEEN SUBMITTED FOR REVIEW.
SCALE 4. CONTRACTOR SHALL APPLY FOR AND PROCURE STREET CUT PERMIT IF NECESSARY. o
5. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES w
I i r
1frN`° !ii WHERE NEW FACILITIES CROSS OR CONNECT. CONTRACTOR SHALL BE RESPONSIBLE FOR
I �I�i il'� A V A \ EXPOSING POTENTIAL UTILITY CONFLICTS FAR ENOUGH AHEAD OF CONSTRUCTION TO
Yinch= SO FEET MAKE NECESSARY GRADE MODIFICATIONS WITHOUT DELAYING THE WORK. ALL UTILITY
CROSSINGS SHALL BE POTHOLED AS NECESSARY PRIOR TO EXCAVATING OR BORING TO m
470'-� '--r i �5/ ALLOW THE CONTRACTOR TO PREVENT GRADE OR ALIGNMENT CONFLICTS. N
L� a
J� � `� S 6. AT LEAST 2 BUT NOT MORE THAN 10 BUSINESS DAYS BEFORE BEGINNING ANY
I
Ci\ \ ,ii \ \ \j I! \ 'A EXCAVATION, THE CONTRACTOR SHALL, ACCORDING TO MCA 69-4-501, NOTIFY ALL o
I \" cP u OWNERS OF UNDERGROUND FACILITIES AND COORDINATE THE WORK WITH THE OWNERS
OF SUCH UNDERGROUND FACILITIES. THE INFORMATION SHOWN OR INDICATED IN THE
CONTRACT DOCUMENTS WITH RESPECT TO EXISTING UNDERGROUND FACILITIES IS BASED
\ ON INFORMATION AND DATA OBTAINED FROM THE OWNERS OF THE FACILITIES WITHOUT
FIELD EXPLORATION, AND AS SUCH, OWNER AND ENGINEER ARE NOT RESPONSIBLE FOR NTA
1 \
�\ \ THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION OR DATA.
��F 7. CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION ACTIVITIES TO cweis c.
dl e of
INSURE THAT PUBLIC AND PRIVATE STREETS AND PARKING LOTS ARE KEPT CLEAN OF � 825 PE
MUD, DUST OR DEBRIS. DUST ABATEMENT SHALL BE MAINTAINED BY ADEQUATE
WATERING OF THE SITE BY THE CONTRACTOR TO SUBSTANTIALLY LIMIT DUST FROM THE E w
CONSTRUCTION SITE. UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR ALLOW O x`o f(R
\ ;r? I CONSTRUCTION DEBRIS, MUD OR GRAVELS TO BE LEFT ON THE STREETS OVER NIGHT. J
8. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED
DRAWN BY:JLS
FOR TESTING ALL UTILITY PIPING IN ACCORDANCE WITH CITY CONSTRUCTION
\ /-PHASE 1 SPECIFICATIONS. COST OF ALL TESTING SHALL BE BORNE BY THE CONTRACTOR. REVIEWED BY:CGB
L _ --�1 -I �.(� 1 INSPECTOR SHALL BE ON SITE TO WITNESS ALL TESTING. CONTRACTOR SHALL NOTIFY
INSPECTOR AND CITY OF BOZEMAN ENGINEERING DEPARTMENT A MINIMUM OF 24 _ PROJECT ENGINEER:CGB
L � IJ HOURS (1 BUSINESS DAY) PRIOR TO TESTING. DESIGNED BY: CGB
5� \ _ ��/C ✓���� ��, �r�4Ml a F I ( a i 9. NO TRENCHES IN ROADS OR DRIVEWAYS SHALL BE LEFT IN AN OPEN CONDITION
OVERNIGHT. ALL SUCH TRENCHES SHALL BE PLATED OR BACKFILLED, COMPACTED AND
CLOSED BEFORE THE END.OF EACH WORK DAY AND NORMAL TRAFFIC FLOWS
;:..�i /� a PL m RESTORED.
qq��1�''II���IL� ��7777--�� �5p ( �, ate' i I 10. ALL PAVEMENT CUTS SHALL BE DONE IN SUCH A MANNER WHICH WILL RESULT IN A
SHEET JL .LLlald>�A CLEAN STRAIGHT/SQUARE EDGE BY SAW. THE TOP 12-INCHES OF THE EXCAVATED
a � �I
SHEET NO. DESCRIPTION DATE -.- 1 f� .I r e ENGINEER,CLOSURES
MUST
TBETCOM COMMUNICATED
THE FILLED
POLICE DEPARTMENT, E CITY STREET
�IAREA WITHIN THE WITH ROAD MIX AND COMPACTED. S
AND
TH
FIRE SERVICE DESIGN I 1® L `"" `r"
11. PRIOR TO PAVING CONTRACTOR SHALL CONTACT DESIGN ENGINEER TO SCHEDULE A
C0.4 EXISTING CONDITIONS 07/16/21 I I -'l' �I i.: PRE-PAVING WALK THRU WITH THE CITY. GENERAL CONTRACTOR AND PAVING
. C4.5 - C4.10 FIRE SERVICE PLAN & PROFILE 07/16/21 CONTRACTOR SHALL ALSO BE PRESENT.
u ��� I444
CITY OF BOZEMAN REQUIREMENTS FOR INSTALIATION OF DOUBLE CHECK VALVE ASSEMBLY: %TO
�
_ I ✓ �'I ��I "I � t 1. THE FIRST FITTING INSIDE OF THE BUILDING SHALL BE A UL LISTED FLANGED MUELLER U W H
` 1 r I. - S 1 b-d
HEET C4.8 _ __ OS&Y VALVE, OR APPROVED EQUAL, THE SAME SIZE AS THE FIRE SERVICE LINE.
�' 2. ALL DOUBLE CHECK VALVE ASSEMBLIES SHALL BE: -
1 � 1535 WINDROW DR �,� r I� � C61
1 ,-� ° L- W
SHEET C4.5 �iT C� I� W
A. UL OR FM LISTED. Pd w
r 1 1 1 1 I /J � �'1
I -�� f 7. FIRE SERVICE(� t t� PHASE LINE:{ B. APPROVED BY THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION FOR CROSS N
v 'UP'- erg �' I�'= - ea ` 1 ), CONNECTION CONTROL AND HYDRAULIC RESEARCH (USCFCCCHR) FOR OPERATION IN
NOTE THE POSITION (VERTICAL OR HORIZONTAL) AS SHOWN ON APPROVED � k�
r
�'� 1 � {1
.�g rI - 1 .PLANS.
1. POT HOLE AND VERIFY EXISTING UTILITY DEPTH AND LOCATION PRIOR TO CONSTRUCTION. ' 1539 WINDROW DR. °-� v ��r 1
IF CONFLICT IS FOUND NOTIFY ENGINEER PRIOR TO CONSTRUCTION. s / i 1 N C. INSTALLED AS SHOWN ON THE APPROVED PLANS
y" F SERVICE 1 -1 m
2. 1' MINIMUM CLEARANCE FROM BOTTOM OF FOOTING TO TOP OF FIRE SERVICE WATER / 4 {� I-i. -a�� I= 1 � 3. A'FLOW DETECTION DEVICE SHALL BE INSTALLED IMMEDIATELY FOLLOWING THE DOUBLE P4
1 1' CHECK VALVE ASSEMBLY (ALARM CHECK VALVE, FLOW SENSOR/ALARM, METER, ETC.) AS
PIPE. - // � - { 1 '■ {
3. INSTALL JOINT RESTRAINTS ON ALL FITTINGS AND JOINTS WITHIN 10`OF FIRINGS. �) N�I g43 WINDROW DR. { C i { SHOWN ON THE APPROVED PLANS. PADDLE-TYPE FLOW ALARMS NOT PERMITTED ON DRY
'L I. } 7f 1 SYSTEMS.
I=SERVICE? -
4. VERIFY SERVICE SIZES PRIOR TO CONSTRUCTION WITH MECHANICAL ENGINEER. - ( '' 1 ss 1-� a r .- 4. A DOUBLE DETECTOR CHECK VALVE ASSEMBLY MAY BE USED WITH A STANDARD CITY
I SHEET C4.6 _ a ; �;� 11.;.,� ����h\• p { METER. THE METER LOOP OF THE DOUBLE.DETECTOR CHECK VALVE SHALL HAVE A
5. BACKFILL AND COMPACT WITH CLEAN NATIVE MATERIAL BELOW BASE COURSE. 1 ICI- �, g 11 1�� f� �1 r; r m1 DOUBLE CHECK VALVE ASSEMBLY INSTALLED WHICH MEETS THE.SAME INSTALLATION
i I �� -1 .§HEET C4.9 �� c ; 1 E I{ '° CRITERIA SPECIFIED ABOVE IN REQUIREMENT NUMBER TWO. I-4
6. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. ¢ 1 1547 WINDROW_DR•T ��-6
FIRE SERVICE 2� ��. .�� \{ 5. HORIZONTAL INSTALLATIONS MUST BE A MINIMUM OF 2' CLEAR ABOVE THE FINISHED
7. INSTALL V-BIO WRAP AROUND ALL DI FIRE SERVICES OR APPROVED EQUAL. 1555 WINDROW DRY' "_'1 L1-�`v '1 r rI FLOOR.
8. CLASS 1 SYSTEM FIRE SERVICE LINE TO BE INSTALLED. I :=- / _ PHASE 3 :,
$. I lP ` - I FIRE SERVICE 1 -Ws_ 11 �" 6. THE FIRE SERVICE RISER-MUST BE A MINIMUM OF 2' CLEAR FROM ANY OUTSIDE
WALL, AND A MINIMUM OF 1' CLEAR FROM ANY INTERIOR WALL, UNLESS NOTED P kj
9. MAINTAIN 6"VERTICAL SEPARATION BETWEEN MAINS AND UTILITY SERVICES. eg
ss I ° { m OTHERWISE.
10. DO NOT EXCEED PIPE MANUFACTURERS RECOMMENDED MAX. PIPE JOINT DEFLECTION. / - 1563 WINDROW DR.1 I •� k°� F"'
7. THE INCOMING FIRE SERVICE LINE SHALL BE A MINIMUM 6.5, AND A MAXIMUM OF 7.5'
a I FIRE SERVICE 3 _L� �LI }-�- r� y ,�\ BELOW THE FINISHED GRADE.
,ee
1577 WINDROW DR 0I �, 8. ALL FIRE SERVICE LINE APPURTENANCES SHALL HAVE A MINIMUM PRESSURE RATING OF Fy
1q 1 a j e r,_r a 1 - i r "' 175 PSI. Ito V] DO
PHASE 2 FIRE SERVICE 9 \ _ G
m c{ 1 �` 9. LINE SIZING: THE DOUBLE CHECK VALVE ASSEMBLY SHALL BE EQUAL IN SIZE TO BOTH m A N N
"s'-T >j_ �t ""` '� THE INCOMING PIPE DIAMETER (UPSTREAM) AND OUTGOING PIPE DIAMETER �O
SHEET C4.7F � { "'r "P { (DOWNSTREAM). - b E''
y �� �_ „r
1583 OW DR.i) �� 11l� F�
FIRE SERVICE 4 1 I 1 i 1 _ ! O
585 WINDROW DR.
Lt)p t FIRE�SERVICE 10 r.�
SHEETC4.10 W _ a F
1595 WINDROW DR,I
1\ FII2E SERVICE 9 II ' w w w w ♦ e�, °O
-N 85523 E- -
s SHEET
FLANDERS MILL APARTMENTS FIRE SERVICE INDEX - ®"�
HORZ. SCALE: 1" = 50' 'FLANDERS HULL
INDEX SHEET
ASBUILT 3 DATE:EJULY720218
I 1 r N
° '.�°a• I oN
' 1 0
NOTE m
1. POT HOLE AND VERIFY EXISTING UTILITY DEPTH AND LOCATION PRIOR TO # e ' ue up.-.�up,—,up'�;"ug -sue ups p p up V TYPE KPROPOCOPP SED R 1 j 3 CONSTRUCTION. IF CONFLICT IS FOUND NOTIFY ENGINEER PRIOR TO a° ,° .ac' �.:'• e 1 s • STA 0+57.49
.0
CONSTRUCTION: WATER SERVICE a
a2"A BEND COUPLING— °° �,. i I o
2. 1' MINIMUM CLEARANCE FROM BOTTOM OF FOOTING TO TOP OF FIRE SCALE n ws— ws ws—ws—ws ws'� ws—Ws ws ws
SERVICE WATER PIPE. n IFS—FS—FS—FS FS—FS I
s 0 00
mSTA 0+62.96—_ N
3. VERIFY SERVICE SIZES PRIOR TO CONSTRUCTION WITH MECHANICAL ' INSTALL 2"TYPE K COPPER FIRE _S "� 2" TYPE K COPPER
ENGINEER. l iuch= IO FEET SERVICE RISER AND FLANGED OS&Y +� FIRE SERVICE I
. DESIGN
4. BACKFILL AND COMPACT WITH CLEAN NATIVE MATERIAL BELOW BASE PLANS F VALVE O SEE FIRE SPRINKLER —
R INFO BEYOND OS&Y VALVE.
STA 0+00.00
COURSE. CONTRACTOR TO CONFIRM SIZE AND CONNECT TO EXT'G rn 8" PVC SEWER N
LOCATION INSIDE BUILDING PRIOR TO t..^..1_ 2" COPPER STUB. I
MAIN
5. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. PLACEMENT OF SERVICE. t63 LF 2"TYPE K COPPER I
• I � I -
6. CLASS 1 SYSTEM FIRE SERVICE LINE TO BE INSTALLED. . L.FIRE SERVICE. f �
a" m
7: DO NOT EXCEED MANUFACTURERS RECOMMENDED PIPE JOINT DEFLECTION. 8" DICLWATEASS
51
1539 WINDROW DR UTILITY EASEMENT I CURB GUTTER a
F.F.ELEV 4736.5 LINE�I (TYP)
I CURB & GUTTER,a o_ I T
(TYP) a I J ss I
NOTE z.a.• .° 8" PVC SEWER I taxis c.
UD i
MAIN N I 5 PE
WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT THE PAVEMENT SHALL BE CUT ALONG A NEAT ' I °'VERTICAL LINE A MINIMUM OF 12" FROM THE EDGE OF THE TRENCH OPENING. WHERE NEAT LINE IS °•.<I,° I I aif
LESS THAN 3' FROM THE EXISTING PAVEMENT OR CURB AND GUTTER SECTION, REMOVE AND REPLACE
ENTIRE PAVEMENT SECTION BETWEEN TRENCH AND EDGE OF PAVEMENT
FLANDERS MILL APARTMENTS FII2E SERVICE PLAN 1 DRAWN BY:JLS
EXISTING 17 FINISH TO MATCH EXT'G
HORZ. SCALE:' 1" = 10'
STREET (In) REVIEWED BY:CGB
SURFACE � CRUSHED ROCK
PROJECT ENGINEER:CGB
DESIGNED BY: CGB
INSIAI1. UI IFC1AI3i WARNING
IAH 1N" MAX. A I'III TYPE "A"
TRENCH BACKFILL
� UI) n rll
SLOPING, BENCHING OR MAINTAIN 2' CLEARANCE BETWEEN PIPE FACE
r SUPPORT SYSTEMS IN THIS AND INSIDE EDGE OF EXTERIOR WALL&
TYPE BEDDING 'If�y� t y �45��. AREA TO CONFORM TO 1' CLEARANCE BETWEEN PIPE FACE &
PLACED IN 6" MAX. { ' ��+` O.S.H.A. REGULATIONS*
1 INTERIOR WALLS.
LAYERS AND f 11�� h., ,
COMPACTED y� 1J,�_. 4740 2" OS&Y VALVE 4740
THOROUGHLY. 1 J,, SELECT TYPE I BEDDING
MATERIAL PLACED IN 6"
TYPE 2 PIPE BEDDING "t'" y' LAYERS AND COMPACTED AS FINISHED FLOOR
WHERE REQUIRED FOR SPECIFIED IN SECTION 02221.
4' EL. 4736.50 � PA
SOFT OR UNSTABLE
FOUNDATION 1 TRENCH WIDTH= I COMPACTED SUBGRADE U - H
.D. OF—sl �y 0
MIN. TRENCH WIDTH=3.5' — — 2, W z
*SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATIONS.
�'—I FINISH GRADE N
'DETAIL 4735 4735 b � �
cas TYPICAL.UTII.ITY TRENCH
C.O.B.STD.DWG.NO.02221-1
INSTALL WATER TIGHT —
SLEEVE PER NFPA CODE. IT /-EXT'G GRADE 1.4
2" CLEARANCE BETWEEN
CONCRETE &PIPE— i —
I
FOUNDATION L-J EXT'G
NOTES: 6.5' MIN CURB STOP
FIRE SERVICE RISER ONLY FITTING ALLOWED BETWEEN FIRST OS&Y VALVE AND NO JOINTS ALLOWED BURY DEPTH
MUST BE A MINIMUM BACKFLOW ASSEMBLY TO BE 1/4 BEND. BTWN 90'VERTICAL BEND
OF 2' FROM ANY 4730 &OS&Y VALVE OUTSIDE WALL AND A NO PRESSURE GAUGES OR PRESSURE GAUGE FITTINGS WILL BE 4730
MINIMUM OF 1' FROM ALLOWED ON THE TEST PORTS OF ANY BACKFLOW ASSEMBLY.
ANY INTERIOR WALL.
2" OS&Y VALVE C PPER FIRETYPE
MIN: 1-FOOT AND CE. XT'G 2"
STA. 0+62.96 �-a o
MAX. 2-FOOT - - COPPER FIRE SERVICE � eV '
CLRNCE BETWEEN 2"X BEND COUPLING
FINISH FLOOR AND INV. 4;z2 P,-
BOTTOM OF FLANGE - - w
OF OS&Y VALVE 4727.69
FLANGE TO BE THREADED ON STA. 0+57.49 _ A
STANDPIPE. MJ TO FLANGE 4725 2"X BEND COUPLING STA. 0+00.00 4725 ,9 >n N
2" DIA. TYPE K ADAPTORS NOT ACCEPTABLE INV.-0�33 CONNECT TO EXT'G 2" b [�
COPPER RISER 4727.68 COPPER FIRE SERVICE STUB
INV. 472 .e9:— _
INSTALL WATER TIGHT SLEEVE 4725.97
AT FLOOR PENETRATION PER FINISH GRADE TOP OF PIPE _ �h
NFPA CODE. FIRE SERVICE 1HVERF ELEVATION "^ a
4722 - 4722 N
2" DIA. 1/4 BEND PER COB o m ^ a
STD DWG 02660-15
2 DETAIL a a = b y
E!% 2°FIRE SERVICE RISER 0+50 0+00
FLANDERS MILL APARTMENTS FIRE SERVICE PROFILE 1 _
HORZ. SCALE: 1" 10' SHEET
VERT. SCALE: 1"= 2' C4°5
G
FL&NDERS MILL AP
FIRE SERVICE
�� �J J��� DATOE:EJULY720211
fI II N
FS a N ws yx =-ws 1Y5
1547 WINDROW DR ° FIRE SERVICE 2 m
a Q SEE SHT C4.6
SED
F.F.ELEV 4737.7 1 �--UP a -ua ua -ua TYPE KPIR OCO'PE P a I 3 a
CURB AND GUTTER ^a 8" DI CLASS 51 - a
STA 0+57.63 WATER SERVICE - qa
ri (TYP) WATER MAIN o
ri 2"Ya BEND COUPLING I 0+00 N
SCALE I i SCALE ws Fs_wsFS ws FS ws FS xg ws_FS_ws ws
a'. I o e m m I
sra 0+69.77
11nch= 10 FEET \ \ INSTALL 2"TYPE K COPPER FIRE I°. I I -a
SERVICE RISER AND FLANGED OS&Y I- IW& 10 FEET STA 0+63.96 + 2" TYPE K COPPER
VALVE. SEE FIRE SPRINKLER DESIGN a FIRE SERVICE 8 INSTALL 2"TYPE K COPPER FIRE o STA 0+00.00 I f z
PLANS FOR INFO BEYOND OS&Y VALVE. ° . SEE SHT. C4.9 SERVICE RISER AND FLANGED OS&Y FIRE SERVICE- s ss p
\ I CONNECT TO EXT'G 2" I
- CONTRACTOR TO CONFIRM SIZE AND a,:lp VALVE. SEE FIRE SPRINKLER DESIGN COPPER STUB.
° LOCATION INSIDE BUILDING PRIOR TO UTILITY EASEMENT I PLANS FOR INFO BEYOND OS&Y VALVE. , ±63 LF 2"TYPE K COPPER
PLACEMENT OF SERVICE. UNE�F- CONTRACTOR TO CONFIRM SIZE AND FIRE SERVICE.
`
�° LOCATION INSIDE BUILDING PRIOR TO
\ 'STA 0+B 8 -• j f :n d
2"1/4 BEND COUPLING I PLACEMENT OF SERVICE. °.
-Fs- m
2 TYPE K COPPER STA 0+07.48 UTILITY EASEMENT
a o+ FIRE SERVICE 2"1/4 BEND COUPLING -- LINEN
? STA 0+04.59 e�.
ws-ws ws-ws-ww-ws 0+00
STA 0+63.45 r 2 1/4 BEND - I 1563 WINDROW DR
° " COUPLING
PROPOSED 1 a
BEND COUPLING.` � °, �"� I' �
a .a .TYPE K COPPER. STA 0+00.00 I F.F.ELEV 4739.0
CURB & GUTTER °I I cNms"
STA O F49.45 WATER SERVICE- CONNECT TO EXT'G I MF (TYP) a-
UP ;, 2"1/4 BEND COUPLING-up -•uP -uF 2" COPPER STUB.
No. PE
±64 LF 2"TYPE K a N
COPPER FIRE SERVICE. 0+00
I' r 8" DI CLASS 51 j`EAsE° N
WATER MAIN u'
FLANDERS MILL APARTMENTS FIRE SERVICE PLAN 2
HORZ. SCALE: 1" = 10' DRAWN BY:JLS
FLANDERS MILL APARTMENTS FIRE SERVICE PLAN 3 REVIEWED BY:CGB
HORZ. SCALE: 1" = 10' PROJECT ENGINEER:CGB
NOTE:
DESIGNED BY: CGB
1. POT HOLE AND VERIFY.EXISTING UTILITY DEPTH
AND LOCATION PRIOR TO CONSTRUCTION. IF CONFLICT
IS FOUND NOTIFY ENGINEER PRIOR TO CONSTRUCTION.
MAINTAIN 2' CLEARANCE BETWEEN PIPE FACE 2. 1' MINIMUM CLEARANCE FROM BOTTOM OF FOOTING
AND INSIDE EDGE OF EXTERIOR WALL& TO TOP OF FIRE SERVICE WATER PIPE.
1' CLEARANCE BETWEEN PIPE FACE & 2" OS&Y VALVE MAINTAIN 2' CLEARANCE BETWEEN PIPE FACE
INTERIOR WALLS. 3. VERIFY SERVICE SIZES PRIOR TO CONSTRUCTION V AND INSIDE EDGE OF EXTERIOR WALL&
WITH MECHANICAL ENGINEER. 1' CLEARANCE BETWEEN PIPE FACE &
2" OS&Y VALVE INTERIOR WALLS.
4. BACKFILL AND COMPACT WITH CLEAN NATIVE �1
MATERIAL BELOW BASE.COURSE. FINISHED FLOOR (pj
4740 EL. 4739.00
4740 5. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. 4740 4740
FINISHED FLOOR 6. CLASS 1 SYSTEM FIRE SERVICE LINE TO BE 2'
EL. 4737.70 -- INSTALLED. FINISH GRADE
h+b
7. DO NOT EXCEED MANUFACTURERS RECOMMENDED b
FINISH GRADE
PIPE JOINT DEFLECTION. ..".,,�,_I H o
INSTALL
TIGHT P4 �
i• i.l SLEEVE PER W FPA CODE. p
EXYG GRADE 2" CLEARANCE BETWEEN EXT'G GRADE C6> r_ �
--I- CONCRETE& PIPE
INSTALL WATER TIGHT -i - - - - - - -' -
SLEEVE PER NFPA CODE. I I 4735 4735 4735 b
2"CLEARANCE BETWEEN
CONCRETE&-PIPE__ FOUNDATION-
EXT'G
FOUNDATION ,4 EXT'G NO JOINTS& OS&Y VALVE ALLOWED CURB STOP
CURB STOP BTWN 90'VERTICAL BEND
p�
' NO JOINTS ALLOWED I k�
BTWN 90'VERTICAL BEND
& OS&Y VALVE _ LL
v4
4730 t64 LF R T'PE k�
4730 4730 COPPER FIRE SERVICE 4730
f70 LF 2"TYPE K STA. 0+63.96 it EXT'G
COPPER FIRES-... EXT'G 2"
OPPER FIRE '2"Ya BEND COUPLING 2 COPPER
C
STA. 0+69.77 SERVICE INV.4799i4 -�FIRE SERVICE
2"Ya BEND COUPLING _ ---� 4730.09 ----
2"7
INV.�98 STA. 0+57.63 M
4728.79 STA. 0+07.48 2"Ya BEND COUPLING b N
STA. 0+63.45 2" 1/4 BEND COUPLING INV. "'2 STA. 0+00.00
2"Ya BEND COUPLING INV. "+8= 4729.77 CONNECT TO EXT'G
INV. 478&&7 4728.13 COPPER FIRE INV.
TT UBB
.
4728.62 STA. 0+49.45 STA. 0+04.59 "
2" 1/4 BEND COUPLING 2" 1/4 BEND COUPLING 4728.17 N
4725 INV. "moo• INV. 9312k9:16 4725 4725
4728.41 4728.13 4725 eq
STA. 0+46.48 STA. 0+00.00 .0
2"1/4 BEND COUPLING CONNECT TO EXT'G 2" O
INV. 01 28.8r COPPER FIRE SERVICE STUB.
4728.31 INV. .' -1!h
FINISH GRADE Top OF PIPE�-4726.09 FINISH GRADE TOP OF PIPE C
FIRE SERVICE " ELEVATION FIRE SERVICE iidalER-F ELEVATION 5 ® ® v
4722 4722 4722 4722 W
I� p� gg
a N m N ONi, Its n tN0omo
r 10 N 16
N n cdIYTJj!n I� (pTT�hl Oi t0 4G V1
(71
0+50 0+00 0+50 0+00 �a
L
SHEET
FLANDERS MILL APARTMENTS FIRE SERVICE PROFILE 2 FLANDERS MILL APARTMENTS FIRE SERVICE PROFILE 3 " C4"6
HORZ. SCALE: 1" = 10' HORZ. SCALE: 1" = 10'
VERT. SCALE: 1" = 2' VERT. SCALE: 1" = 2' =FLANDERS MII,L AP
°�° 99 FIRE SERVIPROJCE
-128
ASIDA�T IL Y y DATE EJULY720211
}
\ FIRE SERVICE 10
SEE SHT C4.10 '
\ e-I 'llil"i
0.00
UP UP UP UP UP UP L STA O+OXTG CONNECT TO EXTG PROPOSED 11" 2" COPPER STUB. z
TYPEK COPPER "a .t64 LF 2TYPEKPPQi -WATER SERVICE FIRE SERICECURB & GUTTER STA 0+57.66SCALE Ifs 1583 WINDROW DR_ (TYP) s xs w s ws$GALE 2"X BEND COUPLING F.F.ELEV4740.15 [l 2" TYPE K0+00
STA 0+63.96 COPPER FIRE
INSTALL 2"TYPE K COPPER FIRE linch= 10FEET - -7 SERVICE 8" DI CLASS 51—�uP UTILITY EASEMENT 1huL= 10 FEET SERVICE RISER AND FLANGED OS&Y o� ss ° s° WATER MAIN��� ----}}-��----UP
\ VALVE. SEE FIRE SPRINKLER DESIGN I- ss z
\ __ LINE PLANS FOR INFO BEYOND OS&Y VALVE. - \\� o
' \V' CONTRACTOR TO CONFIRM SIZE AND fn
' \ _ °UTILITY EASEMENT I UU
STA 0+63.90 -a.°., LOCATION INSIDE LDACEMENTNOFPSERVICE. LINE I >
INSTALL 2"TYPE K COPPER FIRE a J
SERVICE RISER AND FLANGED OS
° -VALVE. SEE FIRE SPRINKLER DESIGN @ y
a PLANS FOR INFO BEYOND OS&Y VALVE 8" DI CLASS 51 I :9 m
\CONTRACTOR TO CONFIRM SIZE.AND ° WATER MAIN
`LOCATION INSIDE BUILDING PRIOR TO = Z CURB &GUTTER a
PLACEMENT OF SERVICE. I TTTT (TYP)
o+ L 2" TYPE K COPPER I 1595 WINDROW DR �� z
( z
FIREI SERVICE — I € F.F.ELEV 4741.0 \`\ \
o �
- _ os �s—n—ts—n as rs�.
WS-1Y5—WS— Y5—ws—°Y15, W�5—Y15—tr
WS LL; 4 (7 (/�� NTq/yq
STA 0+57.60 PROPOSED 1
2".$ BEND COUPLING a. .il TYPE KCOPPER STA 0+00.00 ;� cnxis c
uP uP uP WATER SERVICE —uPCONNECT TO EXTG 2"_COPPER STUB. e ��
�±64 LF 2"TYPE K COPPER
nFIRE SERVICE.
FLANDERS MILL APARTMENTS FIRE SERVICE PLAN 4 FLANDERS MILL APARTMENTS FIRE SERVICE PLAN 5 DRAWN BY:JLS 1
HORZ. SCALE: 1" = 10'
HORZ. SCALE: 1" = 10' REVIEWED BY:CGB
NOTE: PROJECT ENGINEER:CGB
DESIGNED BY: CGB
1. POT HOLE AND VERIFY EXISTING UTILITY DEPTH
AND LOCATION PRIOR TO CONSTRUCTION. IF CONFLICT
IS FOUND NOTIFY ENGINEER PRIOR TO CONSTRUCTION.
4745 4745
4745 4745 2. 1'.MINIMUM CLEARANCE FROM BOTTOM OF FOOTING dry
TO TOP OF FIRE SERVICE WATER PIPE. I�
2" OS&Y VALVE—
.
2" OS&Y VALVE 3. VERIFY SERVICE SIZES PRIOR TO CONSTRUCTION 'tea
WITH MECHANICAL ENGINEER.
MAINTAIN 2' CLEARANCE BETWEEN PIPE FACE
4. BACKFILL AND COMPACT WITH CLEAN NATIVE AND INSIDE EDGE OF EXTERIOR WALL&
MAINTAIN 2' CLEARANCE BETWEEN PIPE FACE MATERIAL BELOW BASE COURSE. FINISHED FLOOR V CLEARANCE BETWEEN PIPE FACE &
AND INSIDE EDGE OF EXTERIOR WALL& EL 4741.00 INTERIOR WALLS..
1' CLEARANCE BETWEEN PIPE FACE&
.FINISHED FLOOR INTERIOR WALLS. 5. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. �{
EL. 4740.15
6. CLASS 1 SYSTEM FIRE SERVICE LINE TO BE
INSTALLED.2' FINISH GRADE •`.I i--�^ FINISH GRADE y P 4740 4740 PIPEOJOINT DEFLECTIONMANUFACTURERS RECOMMENDED 4740 4740 �1 qbA ®
II E I EXTG GRADE INSTALL WATER TIGHT XTG GRADE
SLEEVE PER NFPACODE.INSTALL WATER TIGHT I I - I I
SLEEVE PER NFPA CODE. 2" CLEARANCECONCRETE PIPE i-i— — — — — — — — — — — — — —
2" CLEARANCE BETWEEN— — — — — — — _ v
CONCRETE &PIPE I� Pq
it i'—�
I
4735
L 4735 FOUNDATION P P4
- FOUNDATION 4735 4735 /To
NO JOINTS ALLOWED �!
NO JOINTS ALLOWED BTWN 90'VERTICAL BEND_
BTWN 90'VERTICAL BEND EXTG & OS&Y VALVEEXT'G
& OS&Y VALVE CURB STOP If CURB STOP
CoPpE LF 2"TYPE K
±64 LF 2" r R FIR
COPPER FIRE SERVICE 2" COPPER STA. 0+63.96 E SERVICE EXTG 2"
STA. 0+63.90 FIRE SERVICE 2"$BEND COUPLING COPPER FIRE
2"A BEND COUPLING INV. 4732.!7 SERVICE
INV. QZ1# __—� 4732.27
4730
4731.53 4730 4730 STA. 0+57.66
—_——
—_——
STA 0+57.60 STA. 0+00.0 2"X B
Ya END COUPLING STA. 0+00.2"00 4730
1-7
2" BEND COUPLING CONNECT TO EXT "�� CONNECT TO EXTG
G 2" INV. b
4731.93 FIRE SERVICE STUB. q® ea
INV. 473g39 COPPER FIRE SERVICE STUB.
4731:40 INV. INV. ^.,_.ter
"-0-� ^0-40�
4730.601 4730.97
FINISH GRADE-Top OF PIPE FINISH GRADE TOP OF PIPE e
FIRE SERVICE HN6ER-f ELEVATION _ FIRE SERVICE RVAER-T ELEVATION _
4725 4725 4725 4725 z 0 N
n r ^ n o a a a a ® W Qa
0+50 0+00 iYYY� _ F
0+50 0+00 C,
aA
FLANDERS MILL APARTMENTS FIRE SERVICE PROFILE 4 FLANDERS MILL APARTMENTS FIRE SERVICE PROFILE 5
VERT.HORZ. SCALE: 1' = HORZ. SCALE: 1"= 10' SHEET
SCALE: 1"=2'' VERT. SCALE: 1" = 2' LL' C4o/
FLANDERSMILLAYr
FIRE SERVICE
—128
AS BUILT � DATE PROJECT: 7 JULY20211
N
I I
I a
N CURB & GUTTER I o
(TYP) CURB & GUTTER
I °� '.° (TYP)
� I f
ss L— ss ss 's ss ss m I
3
a
SCALE I UTILITY EASEMENT-j 1535 WINDROW DR SCALE I ss -I— ss ss ss
I LINE 11 F.F.ELEV 4734.75 I 8" PVC SEWER I 1543 WINDROW DR
" i MAIN o —I F.F.ELEV 4736.05
I inch= 10 FEET " ° ° f to
2" TYPE K COPPER linch= IO FEET --
FIRE SERVICE -.I E z
2' TYPE K
I 3 L �., y v COPPER SERVICE
FS 0+00 FS_FS FS STA 0+32.57 I i • n
— INSTALL 2" TYPE K COPPER FIRE 1 —I— -0+00 a 0+32 STA 0+32.10
— SERVICE RISER AND FLANGED OS&Y 4 ' INSTALL 2"TYPE K COPPER FIRE
I STA 0+00.00 PROPOSED 14" VALVE. SEE FIRE SPRINKLER DESIGN _-•� :vm— 'a� —a'a% ?� W+—ws D
CONNECT TO EXT'G TYPE K COPPER PLANS FOR INFO BEYOND OS&Y VALVE. I STA 0+00.00 SERVICE RISER AND, FLANGED OS&Y m
2" COPPER STUB. I WATER SERVICE CONTRACTOR TO CONFIRM SIZE AND I CONNECT TO EXT'G I PROPOSED 1}"°'` a;, VALVE. SEE FIRE SPRINKLER DESIGN
LOCATION INSIDE BUILDING PRIOR TO I 2" COPPER STUB. —I—TYPE K COPPER PLANS FOR INFO BEYOND OS&Y VALVE.
I t33 LF 2"TYPE K WATER SERVICE CONTRACTOR TO CONFIRM SIZE AND
PLACEMENT OF SERVICE. ^-I f33 LF 2"TYPE K I
COPPER FIRE SERVICE. LOCATION INSIDE BUILDING PRIOR TO d
i I .°.� °• e �° �"J III I COPPER FIRE SERVICE. I z
P'� I PLACEMENT�F SERVICE.
u _ ae
J) N — UTILITY EASEMENT I�I
_+I I LINE N
_I rn 8" PVC SEWER < J` s• cneis;.
MAIN I
3 I�.- I 8"DI CLASS 51 I a _ 825 Pc
8" DI CLASS 51 _� WATER MAIN
I
WATER R MAIN II .. Z W M -
FLANDERS MELL APARTMENTS FIRE SERVICE PLAN 6 FLANDERS MILL APARTMENTS FIRE SERVICE PLAN 7 DRAWN BY:JLS
HORZ. SCALE: 1" = 10' HORZ. SCALE: 1" = 10'
REVIEWED BY:CGB
PROJECT ENGINEER:CGB
NOTE: DESIGNED BY: CGB
1. POT HOLE AND VERIFY EXISTING UTILITY DEPTH
AND LOCATION PRIOR TO CONSTRUCTION. IF CONFLICT
IS FOUND NOTIFY ENGINEER PRIOR TO CONSTRUCTION.
2. 1' MINIMUM CLEARANCE FROM BOTTOM OF FOOTING
TO TOP OF FIRE SERVICE WATER PIPE. Cd�
4740 4740 4740 4740
3. VERIFY SERVICE SIZES PRIOR TO CONSTRUCTION
WITH MECHANICAL ENGINEER. MAINTAIN 2' CLEARANCE BETWEEN PIPE FACE C 2" OS&Y VALVE
—
4. BACKFILL AND COMPACT WITH CLEAN NATIVE AND INSIDE EDGE OF EXTERIOR WALL&— po1' CLEARANCE BETWEEN PIPE FACE &
MATERIAL BELOW BASE COURSE. INTERIOR WALLS. COJ
_--2" OS&Y VALVE- --
5. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT.
MAINTAIN 2' CLEARANCE BETWEEN PIPE FACE 6. CLASS 1 SYSTEM FIRE SERVICE,LINE TO BE FINISHED FLOOR [�
AND INSIDE EDGE OF EXTERIOR WALL& INSTALLED. 2, EL. 4736.05
1' CLEARANCE BETWEEN PIPE FACE& 7. DO NOT EXCEED MANUFACTURERS RECOMMENDED
INTERIOR WALLS. FINISHED FLOOR PIPE JOINT DEFLECTION. FINISH GRADE ,`•:.:;I '1;.:.;''' E
EL. 4734.75
4735 FINISH GRADE 4735 4735 4735
y:"I"•
— -- "— _INSTALL WATER TIGHT Z
IN
SLEEVE PER NFPA CODE.
EXT'G GRADE b
INSTALL WATER TIGHT I 2" CLEARANCE BETWEEN
_SLEEVE PER NFPA CODE. i—CONCRETE &PIPE
I I 2" CLEARANCE BETWEEN
EXT'G GRADE CONCRETE &PIPE
EXT'G P,
J CURB STOP FOUNDATION v�v4o
FOUNDATION
4730 EXT'G 4730 4730 4730
CURB STOP NO JOINTS ALLOWED
NOT JOINES ALLOWED BTWN 90'VERTICAL BEND
VERTICAL BEND &OS&Y VALVE.
& OS&Y VALVE
EXT'G 2" t33 LF 2"TYPE K
EXT'G 2° COPPER L t33 LF 2"TYPE K COPPER FIRE ---- COPPER FIRE SERVICE
FIRE SERVICE COPPER FIRE SERVICE SERVICE
STA. 0+32.10
STA. 0+32.57 2"Y4 BEND COUPLING
-- 2"Y4BEND COUPLING STA. 0+00.00 INV. 4727.99
INV. r126.68 CONNECT TO EXT'G 2" N
4725 4726.69 4725 - 4725 COPPER FIRE SERVICE STUB. 4725
INV. R26.47+ p4S
STA. 0+00.00 4727.61 h'-!
CONNECT TO EXT'G 2" °O
COPPER FIRE SERVICE STUB. o
INV. 47 ao4=
4725.941 pq q
4 U v°Oi
FINISH GRADEOF
N
ELEVATION
FINISH GRADE-TOP OF PIPE TOP FIRE SERVICE INVERTR PIPE
FIRE SERVICE iNERT ELEVATION
•V
4720 4720 4720 r 4720 U pQ
M cp N N n �L c N qn n o b
F
a ixt?r; ui ad s
a a a 'too
0+00 0+50 0+00
SHEET
FLANDERS MILL APARTMENTS FIRE SERVICE PROFILE 6 FLANDERS MILL APARTMENTS FIRE SERVICE PROFILE 7 ��"�
HORZ. SCALE: 1" = 10' HORZ. SCALE: 1"= 10'
VERT. SCALE: 1" = 2' - VERT. SCALE: 1"= 2' N
FLANDERS MILL AP
FIRE SERVICE
gg� PROJECT:17-128
�S �UI�T g DATE:JULY 2021
N
O N
f ss L ss aCURB &GUTTER ss o
UTILITY
I
N C m
EASEMENT LINE '�.• �
8" PVC SEWER 1577 WINDROW DR a
MAIN N
SCALE 8" DI CLASS 51 'CURB &GUTTER F.F.ELEV 4739.3
I * . Trn 1
_ I - �P IL-I
io m �✓ WATER MAIN %r °• `--1 SCALE I .( )
m f
f 2" TYPE K COPPE +38 STA 0+37.3� I J N I r
FIRE SERVICE -INSTALL 2"TYPE K COPPER FIRE _I 8" PVC SEWER 'i r finch= 10FEET \' ,w,/ SERVICE RISER AND FLANGED OS&Y
�I' /� finch= 10 FEET MAIN
ws VALVE. SEE FIRE SPRINKLER DESIGN r
cn FS as O PLANS FOR INFO BEYOND OS&Y VALVE. I u o
VS/ CONTRACTOR TO CONFIRM SIZE AND °
FS�-FS 0+p0 LOCATION INSIDE BUILDING PRIOR TO Lo
STA O+OO.00i v ":. °(,' rPLACEMENT OF SERVICE.
CONNECT TO EXTG I PROPOSED 1�" k 1555 WIlVDROW DR
2" COPPER STUB. I TYPE K COPPER" IIII--- TY I'
f42 LF 2"TYPE K I WATER SERVICE r F.F.ELEV 4737.20
COPPER FIRE SERVICE. I .,aa, 'STA 0+65.21 N
-ws I WADI CLASS 51� s;° 2" TYPE KK C VICE RISER AN FLANGED OS&Y a
—I TER ��' FIRE SERVICE INSTALL 2"TYPE K COPPER FIRE
SERVICE D
I STA 0+00.00 "� VALVE. SEE FIRE SPRINKLER DESIGN Z
a PLANS FOR INFO BEYOND OS&Y VALVE.
FIRE SERVICE 2 I "5:' I CONNECT TO EXTG 2" STUB.
SEE SHT C4.64' -- f66 LF 2"TYPE K CONTRACTOR TO CONFIRM SIZE AND
--9 - + LOCATION INSIDE BUILDING PRIOR TO
UTILITY EASEMENT', � cn COPPER FIRE SERVICE. PROPOSED 12ER
o+ r-- 'PLACEMENT OF SERVICE.
LINE ' s ,,.. ss -- .,a TYP K 0+00 WATER SERV
pN A
Fs Fs—IS ,�,'• n— I STA 0+58.84
BEND COUPLING—ws—�s—ws�ws—ws—ws v1sa ws—ws ws—ws—ws—INS L2"Y4
w B OEsK� 1 55 PE v�
I a 1• S��A E� Liv
FLANDERS MILL APARTMENTS FIRE SERVICE PLAN 8 FLANDERS MILL APARTMENTS FIRE SERVICE PLAN 9
HORZ. SCALE: 1" = 10' DRAWN BY:JLS
HORZ. SCALE: 1" = 10'
REVIEWED BY:CGB
NOTE: PROJECT ENGINEER:CGB
DESIGNED BY: CGB
1. POT HOLE AND VERIFY EXISTING UTILITY DEPTH
AND LOCATION PRIOR TO CONSTRUCTION. IF CONFLICT
IS FOUND NOTIFY ENGINEER PRIOR TO CONSTRUCTION.
MAINTAIN 2 CLEARANCE BETWEEN PIPE FACE 2"OS&Y VALVE
2. 1' MINIMUM CLEARANCE FROM BOTTOM OF FOOTING AND INSIDE EDGE OF EXTERIOR WALL&
TO TOP OF FIRE SERVICE WATER PIPE. 1' CLEARANCE BETWEEN PIPE FACE &
INTERIOR WALLS. FINISHED FLOOR
3. VERIFY SERVICE SIZES PRIOR TO CONSTRUCTION EL. 4739.30
WITH MECHANICAL ENGINEER.
' MAINTAIN 2' CLEARANCE BETWEEN PIPE FACE 2" OS&Y VALVE '
4740 AND INSIDE EDGE OF EXTERIOR WALL& 4740 4. BACKFILL AND COMPACT WITH CLEAN NATIVE 4740 FINISH GRADE
1' CLEARANCE BETWEEN PIPE FACE & MATERIAL BELOW BASE COURSE. 4740
INTERIOR WALLS. 2'
5. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT.
FINISHED FLOOR 6. CLASS 1 SYSTEM FIRE SERVICE.LINE TO BE -
EL. 4737.20 INSTALLED. W b
INSTALL WATER TIGHT
FINISH GRADE
2'-- 7. DO NOT EXCEED MANUFACTURERS RECOMMENDED SLEEVE PER NFPA CODE.
;i ,.::. .__ PIPE JOINT DEFLECTION. 2' CLEARANCE BETWEEN
-CONCRETE & PIPE
-INSTALL WATER TIGHT EXTG GRADE J i-
- — — — — — — SLEEVE PER NFPA CODE.
4735 2" CLEARANCE BETWEEN
EXTG GRADE CONCRETE & PIPE 4735 4735
Ir FOUNDATION b z V
`4 EXTG F�
CURB STOP
NO JOINTS ALLOWED BTWN CIO
NO JOINTS ALLOWED 90'VERTICAL BEND
EXTG FOUNDATION BTWN 90'VERTICAL & OS&Y VALVE.
CURB STOP BEND & OS&Y
VALVE. EXTG FIRE SERVICE t66 LF 2"TYPE K z
COPPER FIRE SERVICE `<4
4730 4730 4730 `k�a
---- 4730
---- STA. 0+58.84
"Y4 BEND COUPLING
COPPER F
EXTG 2" 2
±42 LF 2".TYPE K INV.4�39fi9
IRE COPPER FIRE SERVICE 4730.720+65.21
SERVICE
-- bJ
' ---- 1 STA. 0+41.48 STA.
2"Y4 BEND COUPLING STA. 0+00.00 2"Y4 BEND COUPLING
INV. ^�0-,-.�.�4728.85 CONNECT TO EXTG 2" INV. R39.78
STA. 0+00.00 COPPER FIRE SERVICE STUB. 4730.56 b N
CONNECT TO EXTG 2" INV. !�-29.64r t
COPPER FIRE SERVICE. 4730.55 W
INV. gF291.7.2f_ ..2 4728.31
4725 4725 4725 4725 - A z ', in N
FINISH GRADE TOP OF PIPE zv y
FIRE SERVICE'"�ELEVATION FINISH GRADE TOP OF PIPE - F=1 Im
4722 4722 FIRE INVERT ELEVATION z o (T]
4722' 47221 li 6
0
tip' GQ0 n N n OJ j�o ® U P�
v a a a a ^a a M = b H 0+00 0+60 0+50 - o"
FLANDERS MILL APARTMENTS FIRE SERVICE PROFILE 8 FLANDERS MILL APARTMENTS FIRE SERVICE PROFILE 9
VER. SCALE: 1"=' HORZ. SCALE: 1"= 10' SHEET
VERT. SCALE: 1"= 2' VERT. SCALE: 1" = 2' 9
12 FLANDERS MILL AP
7}� 97 FIRE SERVICE
�j ILJ Jl�� c} DATE:JULY720211
N
W N
1—N
p N
a
0
FIRE SERVICE 9 a
STA 0+00.00 I SEE SHT. C4.9 .a JL o
CONNECT TOEXT'G'���—� <��, —�—�—�
vs�Ws—wa—wsl ves—ws—ws—Ws—xsxs—ws STA 0+67.87
2" COPPER STUB. I �.c 2y4" BEND COUPLING
SCALE ±75 LF 2"TYPE K
COPPER FIRE SERVICE. I
ws—ws ws Iwswsxs „nrsxs—wsws vrs—xs—xsws—xs
rs—n rs—rs—rs Fs—Fs �s—rs�—rs—Fs
1 inch= 10 FEET 0+00 4,, °a Z
w _I PROPOSED 11" N
TYPE K COPPER C�� STA 0+74.21
.
WATER SERVICE + _.INSTALL 2"TYPE K COPPER FIRE
8" DI CLASS 51 ss I ss s$. ss ss nI SERVICE RISER AND FLANGED
WATER MAIN I UTILITY EASEMENT• 2 TYPE K OS&Y VALVE. SEE FIRE SPRINKLER
LINE COPPER SERVICE \ �`°.DESIGN PLANS FOR INFO BEYOND m
OS&Y VALVE. CONTRACTOR TO CONFIRM=
SIZE AND LOCATION INSIDE BUILDING a
\ PRIOR TO PLACEMENT OF SERVICE.
c \ o
z
—
8" PVC SEWER \ \
F MAIN
I � .aCURB & GUTTER 1585 WINDROW DR \
I (TYP)
F.F.ELEV 4739.9 a"pS`
. L,ilJ us PE
Lee
N I
DRAWN
° \ Y.JLS
REVIEWED BY:CGB
PROJECT ENGINEER:CGB
FLANDERS MILL APARTMENTS FIRE SERVICE PLAN DESIGNED BY: CGB
HORZ. SCALE: 1" = 10'
fill
C/!a
4745 4745 h--1
Q1
CGS
' MAINTAIN 2' CLEARANCE BETWEEN PIPE FACE 2" OS&Y VALVE
AND INSIDE EDGE OF EXTERIOR WALL&
1' CLEARANCE BETWEEN PIPE FACE & b
INTERIOR WALLS. _ NOTE: U
FINISHED FLOOR 1. POT HOLE AND VERIFY EXISTING UTILITY DEPTH b 0
-- —EL. 4739.90 AND LOCATION PRIOR TO CONSTRUCTION. IF CONFLICT
IS FOUND NOTIFY ENGINEER PRIOR TO CONSTRUCTION.
4740 FINISH GRADE 2 4740 2. 1' MINIMUM CLEARANCE FROM BOTTOM OF FOOTING C�]
TO TOP OF FIRE SERVICE WATER PIPE. N
. 3. VERIFY SERVICE SIZES PRIOR TO CONSTRUCTION
WITH MECHANICAL ENGINEER. V �
INSTALL WATER TIGHT � I� �+
SLEEVE PER NFPA CODE. b
__2" CLEARANCE BETWEEN 4. BACKFILL AND COMPACT WITH CLEAN NATIVE
CONCRETE & PIPE MATERIAL BELOW BASE COURSE.
— — — — — — — — — — — — — — 5. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT.
6. CLASS 1 SYSTEM FIRE SERVICE LINE TO BE
EXT'G GRADE I—I— INSTALLED. Po
JLJ k�
' 4735 FOUNDATION 7. DO NOT EXCEED MANUFACTURERS RECOMMENDED
4735 PIPE JOINT DEFLECTION.
I�
EXT'G NO JOINTS ALLOWED BTWN fed
CURB STOP 90'VERTICAL BEND &OS&Y
VALVE. pp
M
EXT'G 2"
COPPER FIRE t75 LF 2"TYPE K
SERVICE. COPPER FIRE SERVICE � Q
4730 — — 4730
I�
STA. 0 STA. 0+67.87 = ro
CONNECTECT TO TO EXTG 2" 2"A BEND COUPLING STA. 0+74.21 O
COPPER FIRE SERVICE STUB. INV.-0799.79• 2"Y4 BEND COUPLING
INV. 4730.07 4730.51 INV.i"� ,N
4730.98
N 0
{5 w
FINISH GRADE TOP OF PIPE N ® U 0
FIRE SERVICE INVERT ELEVATION M W
4725 4725 7 H
N M u1 q �
r G a0 �iO1.
0+00 0+50 3 SHEET
G
C4v1
FLANDERS MILL AP
FLANDERS MILL APARTMENTS FIRE SERVICE PROFILE FIRE SERVICE
HORZ. SCALE: 1" = 10'
VERT. SCALE: 1" = 2' ICJ _
AS B ILT DATOE:EJULY72021