HomeMy WebLinkAboutJ&D Family Subdivision Phase 2 - Water & Sewer Main Extersions PHASE 2 OF THE J&D FAMILY
PLAN INDEX
SUBDIVISION SHEET DESCRIPTION
I-1 COVER SHEET&NOTES
W-1 WATER PLAN &PROFILE
WATER & SEWER MAIN EXTENSIONS
S-1 SEWER PLAN &PROFILE
B OZEMAN, MONTANA
PREPARED FOR: AD FAMILY LIMITED PARTNERSHIP
GENERAL NOTES
1. ALL CONSTRUCTION WORK ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, SIXTH EDITION, 2010 MPWSS AND 2011 CITY OF BOZEMAN MODIFICATIONS
TO MPW INCLUDING ALL ADDENDUMS.
2. WATER MAIN PIPE MATERIAL SHALL BE AS SPECIFIED ON THE PLANS. ALL WATER MAIN SHALL BE INSTALLED WITH A MINIMUM COVER OF 6.5 FEET WITH RESPECT TO FINISHED GRADE UNLESS NOTED OTHERWISE.
f�
PREPARED BY: ESIS 3. MAINTAIN 18" (VERT.) SEPARATION BETWEEN ALL WATER MAIN AND ALL SEWER MAIN.
L'!4NGINEERING, INC 4. THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION, AS DETERMINED BY OWNER AND THE ENGINEER.
5. THE LOCATION, DEPTH AND SIZE OF EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXISTENCE, LOCATION, DEPTH, SIZE, LINE AND GRADE OF EXISTING
UTILITIES CONNECTIONS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROVIDE PROPER PROTECTION WHEN
LOCATION IS KNOWN.
6. A LIST OF REPRESENTATIVES TO CONTACT FOR INFORMATION REGARDING FACILITIES IS AS FOLLOWS:
������� MAP MONTANA ONE CALL SYSTEM 1-800-424-5555
NORTHWESTERN ENERGY 1-406-582-4608
CHARTER COMMUNICATIONS 1-406-570-0935
CENTURY LINK 1-406-585-2340
CITY OF BOZEMAN WATER DEPARTMENT 1-406-582-3200
7. THE CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OR OTHERWISE DISTURBED BY
THE CONTRACTOR OR ANY SUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. THIS WORK SHALL BE INCIDENTAL TO THE PROJECT, SEPARATE PAYMENT WILL NOT BE MADE.
Spnnghill� 8. ALL BACKFILL FOR UTILITY TRENCHES SHALL BE TYPE "A", UTILIZING TYPE 1 BEDDING FROM 4" BELOW TO 6" ABOVE PER DETAIL 02221-1 UNLESS DIRECTED OTHERWISE BY ENGINEER. THE COST OF THIS BEDDING
SHALL BE INCLUDED IN THE UNIT PRICE BID FOR WATER, STORM, AND SEWER MAIN.
Presbyterian Church 9. ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING OR MECHANICAL RESTRAINTS, AND VALVE BOXES IN ACCORDANCE WITH MPWSS AND AND C.O.B. MODIFICATIONS. ANY EXISTING OR NEW VALVES WHICH
CONTROL THE C.O.B.'S WATER SUPPLY SHALL BE OPERATED BY C.O.B. PERSONNEL ONLY.
W Babcock St W Babcock St W Babcock St 10. ALL FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH C.O.B. STD DWG NO 02660-4.
(n 11. ALL FITTINGS INCLUDING BENDS EQUAL TO OR GREATER THAN 22-1/2 DEGREES, TEES AND PLUGS SHALL BE THRUST BLOCKED IN CONFORMANCE WITH MPWSS DETAIL 02713-1, OR MUST HAVE MECHANICALLY
RESTRAINED JOINTS AS INDICATED BELOW FOR AS ESTIMATED TESTING PRESSURE OF 200 PSI. THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS.
12. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST AND EROSION DURING CONSTRUCTION AT HIS OR HER EXPENSE. STREETS SHALL BE WATERED TO CONTROL DUST WHEN ORDERED BY THE ENGINEER.
a Dragon Fly St .�. EROSION SHALL BE CONTROLLED IN ACCORDANCE WITH THE SWPPP PERMIT.
I" PROJECT AREA ) 13. ALL PROFILES REPRESENT EXISTING GROUND (DASHED LINE) AND FINISHED ASPHALT (SOLID LINE) ALONG THE ALIGNMENTS INDICATED ON THE PLANS. ELEVATIONS ARE FINISHED ASPHALT ELEVATIONS UNLESS
'< OTHERWISE NOTED AS TBC ELEVATIONS.
n D O 14. ALL DISTURBED AREAS SHALL BE SEEDED BY THE CONTRACTOR IN ACCORDANCE WITH SWPPP PERMIT.
IM 0- 15. ACCESS FOR OTHER CONTRACTORS WORKING ON THE SITE AND EMERGENCY VEHICLES SHALL BE PRESERVED AT ALL TIMES IN ACCORDANCE WITH THE CONCURRENT CONSTRUCTION PLAN PROVIDED IN THE PROJECT
O MANUAL.
CL
fp 3 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF UTILITY(PHONE/POWER) INSTALLATION WITH LOCAL UTILITY COMPANIES.
r 0 17. THE CONTRACTOR SHALL NOTIFY ONE CALL Q 1-800-424-5555 FOR ONSITE UTILITY LOCATION. ALL EXISTING UTILITIES SHALL BE MARKED BEFORE DIGGING.
18. THE CONTRACTOR SHALL MAINTAIN SERVICE OF ALL EXISTING UTILITIES. IF SAID SERVICE IS DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY REPAIR THE DAMAGE AT THE CONTRACTOR'S EXPENSE.
7 19. THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES, EDGE OF MANHOLE TO EDGE OF MANHOLE (DISPLAYED LF-4'). THE DISPLAYED PIPE LF IS FOR ESTIMATING PIPE PAY QUANTITIES, CENTER OF
�9 MANHOLE TO CENTER OF MANHOLE. SEE MEASUREMENT AND PAYMENT IN THE SPECIFICATIONS.
20. WATER AND SEWER SERVICE LINES SHALL BE EXTENDED TO 8 LF BEYOND THE RIGHT-OF-WAY LINE UNLESS NOTED OTHERWISE.
7
Billion Used Car Sales 0 21. VALVE BOXES ARE REQUIRED FOR ALL VALVES IN A BURIED SERVICE.
'1 22. TOP ELEVATIONS PROVIDED FOR WATER MAIN CONSTRUCTION REPRESENT THE MINIMUM TOP ELEVATION AT THE LOCATION IDENTIFIED TO ACHIEVE THE REQUIRED 6.5' COVER BASED ON PLANNED STREET ELEVATIONS
WITHOUT ALLOWANCES FOR CONSTRUCTION VARIANCES. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE THAT THE REQUIRED 6.5' COVER OVER THE WATER PIPE IS ACHIEVED.
23. PIPE DEFLECTION IN WATER MAIN IS SHOWN USING 3° DEFLECTION AT THE JOINTS.
Fallon St Fallon St 24. SANITARY SEWER MANHOLES SHALL HAVE MINIMUM OF 0.2' OF DROP BETWEEN INVERT IN AND INVERT OUT.
25. THE CONTRACTOR SHALL NOTIFY THE CITY OF BOZEMAN WATER DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO BEGINNING ANY WORK.
Eco Joe s Splash N Go 0 26. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS.
Cottonwood 27. PROJECT ON CITY OF BOZEMAN VERTICAL DATUM.
�05 Veterinary Hospital RECORD DRAWINGS
Q Hillion Auto Group DRAWN BY JEREMY MAY,PE
10-23-17
VERIFY SCALE REVISIONS �vT DRAWN BY:JRM PROJECT NUMBER
THESE PRINTS MAY BE NO. DESCRIPTION DATE BY .+' � CHK'D.BY:CMW PHASE 2-J&D FAMILY SUBDIVISION 1134.002
REDUCED.LINE BELOW DR-I 1 RECORD DRAWINGS 10-23-17 JRM SHEET NUMBER
MEASURES INCH WATER&SEWER MAIN EXTENSIONS
oRIGiNU DRAWING. Engineering JEREMY APPR BY:JRM BOZEMAN MT
NESISConsulting 204 N.11th Ave. Ry
Design Bozeman, )5 1-331 17579 PE DATE:07/2017
/► RAWING NUMBER
00e�gixnifxgGINEERINGI INC Piannin Phone:(406)581-3319 O#ST BY D.A.A.REVIEW COVER SHEET NOTES
MODIFY-EACCORDINGLV 9
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� / ---
�I �
a
�TO BACK OF CURB
\ INSTALL PLUMB WITH
FACINGRSTREETE
NEW HYDRANT,
I 1 ( MUELLER SUPER
i I // \\ 1 I / c FUTURE q i�CENTURION 250
p II / 1 / IN TALL 1.5"COPPER I ,/ I I \\\I OR WATEROUS PACER
II p II 1 / �11 WATER STUB W/ \ \ 1 ENTERPRI5
I n m III / I INSTALL 1.5f COPPER / G RB STOP 8'PAST \ \\ I I IF I III W I BUJbZ1EG
I III / WA STUB W/ / EASEMENT LINE \ �( ASE 1) MIN.4'-0"CLEAR ALL
AROUND(TREES HEDGES,
III N CURB
.ENTLNE / / \I I / Q W f✓I \ \\ I I BUSHES,ETC.)
W f l ,� y \a 1 \
I 8 ADJUSTABLE SCREW
11II w 11 STAL/L 8" 1 - 1 / I( 11 \ 'I/ ELEVATIONS AS SHOWN • WITH LID
REF10 B OWOF (� 5°BEND / 8$ / I I I I \ I I TYPE VALVE BOX
''II ON PLANS OR 0.2'
ON ECT T ABOVE TOP OF CURB
E G AN AN -- _ _ I I GRADE
SCE
GROUND LINE
TA L8"-90°BEND 1 III 11 -- A ro
w\ o W
/ j \IN HVD.ASSEMBLY WITH 23
0
-7 \ LF OF 6"LEADPIPE ANq
SEWER WATERB (r BE WATER MAIN I f I /
UNDISTURBED \
� \ MIN.6.5'COVER
I \�
SE I OFILE EARTH\ --- I \DO NEDTTOB"90'
] S "COPPER 1 \ \ III REMOVE 6LOWOFF, �y \\ \\
W FUTURE I ew / CONNECT To �^ \�
II w (J T STOP 8/PA ENTER$RISE I 1 III 1 =�)
I 4y[ y @�� I I Q \\ EXISTING MAIN AND
III K EASEMENT LINE BUILDI&G
III I I ¢ (PHASE I / 1 1 1 II li rj ^CONCRETE` L� .-
11 THRUST �� a
BLOCK TO MAIN LINE
JOINT AS REQUIRED FOR
III \� 111�/ PIPE SPECIFIED
I II R P I CA II I� > _—Y �' GRAPHIC SCALE
50
NDARY - II£ \ ____________ ____ ——— _____50
> ---—_� - -— - _ 3»1 n�' - ,= - (IN FEET) NEW 6"AUXILIARY GATE VALVE
,4I05� 1I0'If� z
�pge5 3�Sq �� ' "-`Y-= _ - PROPERTY - - 1 inch: 50 ft. MIN. 1/2 CUBIC YARD WASHED GRAVEL FLANGE JOINT
AUTOMOTIVE AVE`}JTI�— �4}0 � II ——� — — _4-__ 11"X17":1"=100ft
"MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCK
SCALE CITY OF BOZEMAN SCALE:
VERT:1^=5' N0. 02660-4
HORIZ:1"=50' SCALE VERT:1"=5' STANDARD DRAWING NONE FIRE HYDRANT FEB 2008
11 X17 SCALE
WATER MAIN lIX17 CALL
VERT:1"=10' 11X17 SCALE
HORIZ: 100' WATER MAIN LOOP VERT:1,10' STEEL POST MARKER
TYPE A TRENCH BACKFILL NORTH BONNET BOLT=4790.81 HORIZ:1"=100' PAINTED BLUE
TYPE 1 BEDDING 7-e'BURVTAG BOLT=4788.86 TYPE A TRENCH BACKFILL PRO DIRTY 1/
TYPE 1 BEDDING EASEMENT
LINE
6.5'MIN BURY 4790 5 1/2 BOULEVARD
4790 BURVLINE=4788.6' 8 5'MIN SL RV
F SHED E A C
RAD STREET SURFACE 5'SIDEWALK GROUND SURFACE 4
W RADE T CL
TING RADE2 1 CL
Q EXISTIN GRADE 4785 it 25'
IN TALL 30 4'OF 2" CURB BOX
476$ II S ER MAIN CROSSING
Tf — 34 LF * REMOVE EXISTING T ICK FDA BOAR INTAIN 18"MIN.
TORM IRE INS LLAO'X4OF2' IN TALL 1."W S C BLOWOFF pARATION -�11.5' PROVIDE 5'STATIONARY
CROSS NG THI FOAM E BARD ROD IN ALL CURB BOXES
REM(h E EXISTI G SW SE VICE CR SSI MAINTAINSEWER A18"MIN.
(TAP.)
I STALL I.O"WT VC6 1/2'MIN.
BLOW FF SEPARATION 4780
4780 51 '1 OVER
N SEE DETAIL �B
~ OPOSE SEWER
�I �� G8- + * ONNEC'TO °BEND BELOW (TYPICAL EXCEPT IN SPECIAL
INSTAL 8"9WB ND I STALL .5'SEND TOP 781% CIRCUMSTANCES WHERE Clry HAS
wA R_MAIN_ + .7 -B CO oroR APPROVED ALTERNATE LOCATION)
IS
IN ALL 1.5 WTR SV T.O.P: 81A 4775 * \\\\
477$ O NEC WITH 8 W.VV..C CURB STOP�_
INSTALL 5°BEND T 3+00.35 INSTALL X6 TEE T.O.P.- 80.9
.O.P.-478.9 INSTAL45°BED WI 23'OF PIPET HVD
T.O.P. 779.80 AB BY,T.O.P=4781% d WATER MAIN
REM VE EXIS ING BLO OFF 8 QI //
END PA ONNEC WITH B' .V. 0. W F NO COUPLINGS OR OTHER JOINTS At,L ED ON SERVICE PIPE FROM BASE MATERIAL—
T.O.P=4]]B. (9 Q 4770 CORP.STOP TO CURB STOP FOR 3 4 AND 1 SERVICES.
4770 W~ STRAIGHT COPPER PIPE SHALL BE USED FOR 1 1 2'AND 2"SERVICES
e m co ry m,n ry M- a 1_10 10 co DETAIL OE A
N e M A 10 W I�N O N ae 1O W n N e n N N X. w n co c m co alD PROPERLY CORPORATION STOP SELECT MATERIAL BACKFILL AREA
m m m n n m m^ m m m m m m m m CORPORAT/ON
V V V V a V V a e v v INSTALLED SEE SPECIFICATIONS
a a a a ov a ve a ve a ve a va a e e STOP.
D+DU 0+$0 1+06 1+$0 2+00 TAP MAIN SPRING`/NETERVIMIW
CEA PIPE
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
O
NOTES:
FITTINGS1.ALL DEGREES, a
HRUST BLOCK TIN CON O 6 RMANCE W TH MPWSS DETAIL 02 0-- N 1,OR MUST HAVE MECHANICALLY RESTRA ED � ���/_� ���//�� /��//��� /
_ \//\\/ \\/ \�i OM
6"MIN.
SHALL BE T D
�� \�� / \\/�\\ \\\\ TRENCH So OM
JOINTS AS INDICATED BELOW FOR AS ESTIMATED TESTING PRESSURE OF 200 PSI.THRUST BLOCKS/MECHANICAL
RESTRAINTS ARE NOT GENERALLY SHOWN ON THE DRAWINGS. MINIMUM RESTRAINT LENGTHSGENERk NOTES
FITTING MIN. LENGTH (FT) s,/=Fool COVER HE SUREOTFROM THE E>ISTIHO OROUHD SURFA<E,EXCERT THAT OOIER:HALL`E
8" ZZ�S" BEND 3'-0' HA A R DNE2STREET C R ar.CURBERVoP LwES ARE w0 o A STREET SIDE wMEH HAS AN URHILL SLORE WATER sER",OE IN
RECORD DRAWINGS 8" 945'0' HORIZ. BEND 6'—G„ _ NSTAL C B MR o°-OP WITHIN E IS PARILELETO STREEETIN OFFPOSOION. IHLo.
8" 90" HORIZ. BEND 14'-0"
DRAWN BY JEREMY MAY,PE 18% 6" REDUCER 13'-0" CITY OF BOZEMAN SCALE: WATER SERVICE LINE
FDECO2660-6
10-23-17 FOR TESTING/MAXIMUM PRESSURES OF200PSI STANDARD DRAWING NONE 2003
VERIFY SCALE REVISIONS DRAWN BY:JRM PROJECT NUMBER
THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHK'D.BY:CMW J&D FAMILY SUBDIVISION,PHASE 2 1134.002
REDUCED.LINE BELOW 1 RECORD DRAWINGS 10-23-17 JRM WATER&SEWER MAIN EXTENSION SHEET NUMBER
MEASURES ONE INCH ON
ORIGINAL DRAWING. Engineering JEREMY 6[, APPR.BY:JRM BOZEMAN MT
N E S I 204 N.11th Ave. CD
Consulting iyy R.h1AY
Design Bozeman,MT$9715 O', 17579 PE = DATE:07/2017 DRAWING NUMBER
'1J _
MODIFY SCALE ACCORDINGLY P/ann%rig (� .P o Q.A.REVIEW
NGINEERING, INC Phone:1406)581-3319 s OISTEaE` WATER PLAN&PROFILE W_1
HA1134\002\ACAD\SHEETSWSBUILTS\WTR-AB.dwg Plotted by christopher wasia on 10/17/201711:31 AM ftinnina n aMeW tadardo ommitmnt COPYRIGHT®GENESIS ENGINEERING,INC.2017 ONAL 4 DATE:
Frame and cover to be either D&L A-1172 ring with A-1178 coer,
EJIW 3771/3772 series,or approved equal.
7 Covers shall hove two 1"pick holes. GREEN STEEL POST
AT END OF SERVICE[7
I / I rings. NOTE All is between manhole sections,manhole &
� Z d)msnabl12" top sact'on�nand around sewer ppe into manhole shall ring
PROPERTY
,� \ \ wLINE OR
otertght Jointing material shall be"Ram Nek'or equal /`
1\ \ j --�\\ \ for all joint except between sewer ppe and manhole wall / EASEMENT
n
T / \ / / I . 5 1/(T BOULEVARD
II O / I I / INSTAL44"SEWER STUB 4
m I 8'PAST ASEMENT LINE \ \ I 5 '' S
L=28.5',SI=2.0% 1VCL TO CL INSTALL 4"SEWER \ 4'-0" STREET SURFACE GROUND SURFACE
INV END=1L779.1 \ \ Precast.reinforced concrete manhole rs- 5'(TDEEWALKEASEMENT LINE / " andc entne c ne top manufactured nNINSTALL \ V Mahala t p t = accordance with ASTM desgnat'on C 478FSTUBVPAST
L 28 5',S=2.0% I
I ; T t� / SSMH#2 / 1 INVEND=4780.6 / ^ 16 centers2.\
3 •• e 1 COMPACTED BACKFILL �5
Ty
pipe f ( ) SEE SPECS.
pive ana°hhn 1/to ( )
\ I I / / -.ter than 1/s. (TYp) (TYPICAL EXCEPT IN SPECIAL
I II Pre-cast channel CIRCUMSTANCES WHERE CITY HAS
ER \ novel ne APPROVED ALTERNATE LOCATIONS)
AS N INSTALL SSMH#3 I /
\?7�
�I INVEND-4777.7 I I / . Top of extende arty
`tl \ 1 1 * P
I I ( tl wall of
Variable (an m.nh le. It 2"X 2"
II / ( neces d E §TIN,Ip. , I sary 1, WOODWOOD
I / S�IJN#A T NNECT TO I I P / SneQfr slcpe 1"per foo half of ppe may MARKER
Q E t d hannel.See SERVICE LINE.SLOPE= 1/4"
I / Flex ble keted t t smoo be trimmed off PER FOOT MIN., 1 2"PER FOOT
\ ISTING 8"SDR 35 r� channel deta I. gas joint
(yp ca th (g 45' ELBOW
II III \ VC PIPE,INV=47fi5.03 I for t bases see deta MAX. /
f�I��JJI 4 .03' I Precas ) diameter only)
II II 45
5 WATERB FUTURE I der \ / I A
II C II 1 E ER EASEMENT SEWER MAIN
II ENTERPRISE V I I I \ Ch eI=d f pipe
II IA BUILD G \ / 1 I\
II III (PHASE1,� i l / 1 A\ V Al �/ a
#4 bars A Pn—s1 0"c c• Poaretlt nr place base place base IN LINE WYE FITTING FOR PLUG
IFS t. mpipe s NEW INSTALLATIONS.
8 Inches.tPr casts base, SADDLE FITTINGS ALLOWED
5'-4"die. minimum
(min.) thickness is 6 inches.All bases FOR
\ reinforced as shown. FOR EXISTING INSTALLATIONS
ONLY UPON APPROVAL OF
/ 1 CITY OF BOZEMAN SEWER
II d IIIN I�� /
R P I CA I DEPARTMENT.
I Rmaa�^n°or
5Sfap�enat 1"Per foot SERVICE INVERT NO
Ch el to f II
eTi - .SI p depth LOWER THAN SPRING
NOTE Storm drdn manholes shall
LINE OF SEWER MAIN
� 'r r7aT /fig s not have formed channels and the
AUTaMOTIVE AVESN --'B� _ Di°.°f lowest pipe overt shall be 9"higher FOR WYE FITTINGS.
e PiPe
than bottom of manhole.
1.
SEWER MAIN
TYPE A TRENCH BACKFILL SECTION A-A
TYPE 1 BEDDING
SCALE CITY OF BOZEMAN SCALE: SANITARY SEWER AND CITY OF BOZEMAN SCALE: SANITARY SEWER
VERr:1"=5' NONE STORM DRAIN MANHOLE NO. 0-3 NONE SERVICE LINE N 2
HORIz:1^=so' STANDARD DRAWING DEC.. 20 2003 STANDARD DRAWING DEC.
2003003
11 X17 SCALE Rev. MAR 2017
P+P+ ^^ loVERT,1"=10'
99
HORIZ:1"=100'
u�0
m e Z W W n Z N N K_O NOR r.OE raNCN P.LSS M I Au pi I NUT
PAIOIDIr
4790 n n r,y PA1upl m sxw MTT aONO 101MK
w p 2 4 W Z F CPE1�W. MUIe XOAt 111[R ILSS M.M uI�°I r110Y Q)ft
F N E>>w F N >W 4
Or O051Yr0 PAMOIf OR Ca9B MD OYTIR YCMI, /
y rc Z z° m 6 �m+oh uo lanwa Ln+wr rAwon scml mnaw
a h as
> - m BADE T rsDo.No ma a PAwlort, Z
W 2.0 2°/ AT ——
$
202 0 1.03% EXISTI GGRAD CL ao
—— -
4785 _ Dasnc$r l neNAa
TORM PE 1.rA>!0@ �ro 0
CROSS NG PRO OSED I---+s•f.10_+N+.
� 135.0°
SEPARAION
4780
III _
V- I __ = INSTALL 68.00 LF
R,5 �K,FN6 N I- 133.2a
I I — B S elsrw.xrtc+Asu
T 98 A
INS S
36 U U 0 ro M+rOMu 7-
- - R NAe Omn•
F D
45:83 L 'S
4 L TAL 8 o.°rStaPr SP(Orlm
II EXISTI G I S
Y —8"S R 35 8"S R 35 53% ¢< To tdswu ro°.SNA Im>bIu) °sn A KWIAnOIlS• - '-
4775 °°
3�0 66
rcrc m
cc
NNECTIO
O
P PIPE,11 Il. N i rgpq awu dO
4778.3'
4770 "
a a a v JI m��I t�I w .�...
SSMH#1 SSMH#2� M
ca
mmmVw1O ' ow'a .6 6m VO—)"u
ao Po "o Po Po mO
o
ana
v v v v v v v v v v v v v PLAN N 4 aarAc+m ••I De+1 '?
TM SEWER MANHOLE DETAILS
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
wsa cn.au u!r1 nus n�'. -
a"ssu gym) All
T.PL 2 rrr a°4.a
N(1 MWMO 10R
SSr ae IMS+NIIL
l0.MAM11 +rMf:SQ Opn+AOr V[NL P4T19}r5 1p+ANY
Nm.x"nws ro s*Naum raNw uArosus
Nopx oMN raNw msNN rtAnwrs
RECORD DRAWINGS
•SQ QSM.A CU51A0OTM ST40Nm2
DRAWN BY JEREMY MAY,PE
SI_Nussro
TroICA unu v TRENCH DETAILS 10-23-17
NONE NO.02221-1
VERIFY SCALE REVISIONS _ ' DRAWN BY:JRM PROJECT NUMBER
THESE PRINTS MAY BE NO. DESCRIPTION DATE BY - CHK'D.BY:CMW
MEASURES ONE NCH ON
J&D FAMILY SUBDIVISION,PHASE 2 1134.002
REDUCED.LINE,BELOW 1 RECORD DRAWINGS 10-23-17 JRM WATER&SEWER MAIN EXTENSION SHEET NUMBER
ORIGINAL DRAWING. Engineering JEREMY O[., APPR.BY:JRM BOZEMAN MT
NESIS204 N.1 T Ave. [[llll DRAWING NUMBER
Consulting iyy R.h1AY
Design Bozeman,MT 59715 O', 17579 PE = DATE:07/2017
Phone:(406)581-3319 '1J _
MODIFYSCALEACCORDINGLY ""rin%ag (� .P o Q.A.REVIEW
NGINEERING, INC s' FQISTEaE��c2 BY: SEWER PLAN&PROFILE S_1
H:\1134\002\ACAD\SHEETSWSBUILTS\SWR-AB.dwg Plotted by christopherwasia on 10/17/201711:30AM ftinnina n aMeW StandandofCmml COPYRIGHT®GENESIS ENGINEERING,INC.2017 ONAL. DATE: