HomeMy WebLinkAboutNorthbound Lofts Sewer Main Extension NORTHBOUND LOFTS
SEWER MAIN EXTENSION
BOZEMAN, MONTANA
RECORD DRAWINGS
PREPARED FOR: LONGSHOT EQUITY, LLC
PLAN INDEX
SHEET DESCRIPTION
PREPARED BY: *, 1-1 COVER SHEET&NOTES
1 Y E S I S S-1 SEWER MAIN P&P
NGINEERING,INC D-1 SEWER DETAILS
O GENERAL NOTES
Pacific SICPI&Recycling Consolidated 1. ALL CONSTRUCTION WORK ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, SIXTH EDITION, 2010 MPWSS
Electrical Disinbution AND 2011 CITY OF BOZEMAN MODIFICATIONS TO MEW INCLUDING ALL ADDENUMS.
O2. MAINTAIN 18" (VERT.) SEPARATION BETWEEN ALL WATER MAIN AND ALL EWER MAIN.
3. THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION, AS DETERMINED BY OWNER AND THE
ENGINEER.
D S B Muffler o 4. THE LOCATION, DEPTH AND SIZE OF EXISTING UTILITIES SHOWN ON THESEPLANS IS APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXISTENCE, LOCATION, DEPTH,
a Brake Shop SIZE, LINE AND GRADE OF EXISTING UTILITIES CONNECTIONS PRIOR TO CONSI RUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING
OPump-N-Pak FACILITIES DUE TO FAILURE TO LOCATE OR PROVIDE PROPER PROTECTION WHEN LOCATION IS KNOWN.
5. A LIST OF REPRESENTATIVES TO CONTACT FOR INFORMATION REGARDING FACILITIES IS AS FOLLOWS:
The River sO
Fr1ye Fly Shop MONTANA ONE CALL SYSTEM 1-800-424-5555
NORTHWESTERN ENERGY 1-406-582-4608
CHARTER COMMUNICATIONS 1-406-570-0935
O i _ CENTURY LINK 1-406-585-2340
CITY OF BOZEMAN WATER DEPARTMENT 1-406-582-3200
PROJECT
AREA 6. 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.
7. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS.
8. ALL BACKFILL FOR UTILITY TRENCHES SHALL BE TYPE W, 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.
9. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST AND EROSION DURING CONSTRUCTION AT HIS OR HER EXPENSE. STREETS SHALL BE WATERED TO CONTROL DUSI
WHEN ORDERED BY THE ENGINEER. EROSION SHALL BE CONTROLLED IN ACC RDANCE WITH THE SWEEP PERMIT.
t.11r'atri I•n K ti„II• 10. ALL DISTURBED AREAS SHALL BE SEEDED BY THE CONTRACTOR IN ACC RDANCE WITH SWPPP PERMIT.
' 11. ACCESS FOR OTHER CONTRACTORS WORKING ON THE SITE AND EMERCE14CY VEHICLES SHALL BE PRESERVED AT ALL TIMES.
®Bridger Animal Nutrition 12. THE CONTRACTOR SHALL NOTIFY ONE CALL ®1-800-424-5555 FOR CNSITE UTILITY LOCATION. ALL EXISTING UTILITIES SHALL BE MARKED BEFORE DIGGING.
13. 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.
14. 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
B B 8 Appliancee Crescent El ESTIMATING PIPE PAY QUANTITIES, CENTER OF MANHOLE TO CENTER OF MANHOLE. SEE MEASUREMENT AND PAYMENT IN THE SPECIFICATIONS.
(� Supply Con 15. SANITARY SEWER MANHOLES SHALL HAVE MINIMUM OF 0.2' OF DROP BETWEEN INVERT IN AND INVERT OUT.
16. THE CONTRACTOR SHALL NOTIFY THE CITY OF BOZEMAN WATER & SEWER DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO BEGINNING ANY WORK.
VICINITY MAP
VERIFY SCALE REVISIONS ,C�NTA DRAWN BY:JRM PROJECT NUMBER
.nesE PRINTS NAY BE NO. DESCRIPTION DATE BY �~ Nq CHK'D.BY:CMW NORTHBOUND LOFTS 1086.009
REDUCED.LINE BE— 1 RECORD DRAWINGS 06-26-18 JRM Y} {Y - SHEET NUMBER
MEASURES ONE INCH ON SEWER MAIN EXTENSION
ORIGINAL DRAWING. //�� Engineering E Y W APPR.BY:JRM BOZEMAN MT
E �� Consulfin9 204 N.11 T Ave. O E
Design Bozeman,MT 59715 DATE:0712017 DRAWING NUMBER
Design Phone:(406)581-3319 to Q.A.REVIEW
���AE^�°°RDeGLY GENGINEERING, INCIS 9 sSF a�� COVER SHEET I-1 By
H91086\009WCAD\SHEETS\RECORD DRAWINGS\Icover sheets-AB.dwg Plotted by Christopher wasia on 6t22/201811:19 AM 7tie fde innin o a Nm tandardo commitment COPYRIGHT 0 GENESIS ENGINEERING.INI-8 O L DATE:
\
PLUG OUTLET OF MANHOLE
MAINTAIN ACCESS TO MICROTEL AND BYPASS PUMP TO 9)�� GREEN STEEL POST
EXISTING SSMH#4E
FINISHEC GRADE AT END OF SERVICE
PROPMpN
GI,O1P ..MA 7>dp UUNEEAS OR
NT
SM E MA^^'' LANE
�y,\5 CSQH BACKFILL OVER W 5 1/2'BOULEVARD
' REPLACE DISTURBED G6P4 INSULATION INSUL/1TgN (Typ)
APPROACH&SIDEWALK PER Ey,\$t1N q„ SEE TAB E
DETAIL 0252&12 O STREET SURFACE
MICROTEL INN&SUITES - 1\\ eG([NO IQ�, INN�NE S'SOflVµx GROUND SURFACE
GG �% qRy SEE TABLE (IYP.) I I11
INSTALL SSMH#1,DROP V 20 TE�RV7ED(RIGIC)POLYSTYRENE(XPS)T-ERMALMANHOLE PER DETAIL G0 6. OWENS IOORN04GB OF�LA MIC LNSUI PINK 1 + COMPACTED BACKELL2.5` TALL4'SEWER RV,CERLIFOAY 501#gE EOCE'gI UFNOARO' ' (�J (SEE SPECS.)
N`�v *•js SMIN=2 L=87 SEWER SER\ACE UNE
ESTIMATED SAWCUT OF ASPHALT MIN.12"OUTSIDE OF (TYPJ (TYPICAL EXCEPT IN SPECIAL
TRENCH PER COB DETAIL 02221-1 HORIZONTAL LAYER INSULATION CIRCUMSTANCES WHERE CRY IMS
SEE TYPICAL SECTION FOR GRAVEL DEPTHS v
" STALL M 4 EWER BE
A ' 1 UU FINISHED CRADLE
TE BE EN IN AND APPROVED ALTERNATE LOCATIONS)
\ HERE W/2'THICK,4'WIDE HIGH
Sy D%,L:,S DENSITY B B ARD INS U TI
TE LESS THAN S
CONNECT TO EXISTING SSMH \ < .�A v
#4E,USE EXISTING INLET 2 X
Q, NISTALL4'SEWE BE E WOOD
OPENING } r+ \ X/ BACKFU OVER MARKER
I[y $MI/b2.0%,L- SERVICE LINE.SLOPE= I/4'
INSULAIKIN A. EXTRU'ED(RIGID)AR PBY FOAtENE(Xv5)I-L NMN
X \6 BY OWENS ORNO BY DOW CHEMICAL
MIC INS Lv'N 45' ELBOW PER FOOT MIN.,1/2'PER FOOT
EXISTING SWR SVC. BY OWENS CORN'RE EDGE
DOW CHEMICAL MAX.
ae° V\ ^7 STYROFOMI SQUARE EDGE'BLUEBOMD.'
Zlf# INSULATION SEWER MAIN
'�/LA \ < $([y TNIKNE55
O \ TALL 45'BENDS AND SEE TABL_
A, 0\LY \ I TS W/ION.BOXES
i7 B
INSTALL SWEEP OR(2 45' 6• 2O'B"
\ 9END /MON.BOX IN LINE WYE FRYING FOR PLUG
N' s EXISTING WATER SERVICE 1C O SEWER SERME JNE NEW INSTALLATIONS.
bOl CROSSING(LOWER IF IN WAY OF \ W SADDLE FIRINGS ALLOWED
\ STALL 4'SEWER SERVICE,
RECONNECT EVICTING PROPOSED SEWER MAIN) S-2.0%,L=5T INVERTED U-INSULATION GRANJ.AA FIL FOR EX TING INSTALATK NS
4'SEWER SERVICE TO \ INSULATE ENTIRE SERVICE,2' ONLY UPON APPROVAL OF
NEW MAIN \. (� / CI1V OF BOZEMAN SEWER
�N THICK,4'WIDE DEPARiMEM.
NOR7y\\'�\�$ HDRIZONTAL LAYER INSULATION INYER"ED U-INSULATION SERVICE INVERT NO
EXISTING STORM
INLETS MUG BUSINESS CENTER IN SSMH 2B+A>WDTH LOWER SPRING
GRAPHIC SCALE N ( HTT S MANHOLE) DEPTH or DEPTH OF LINE OF SEWER AWN
30 () 15 30 rbOL BACKFNI INSU.AOO\ INSUu'ION BACKr1LL INSULATION OF NOR 70NTA. FOR W'1E FlTTINGS,
MUG BUSINESS CENTER TO USE —R i11K:KNE55 WIDTH OVTR TINCKNEsS IA—I INSULATION
( IN FEET) GRIFFIN ACCESS DURING SEWER play ZATION INSULATION 2B.A
1 inch= 30 fl. INSTALLATION
11"X17":1'=60R 2'-0 3.D• &'-&' 2'-0' 3.D" >6• C
SEWER MAIN EXTENSION 1.D• 4•-1• 2.0' =`-1'
PROFILE CLASS ATRENCH BACKFILL -INSULATE UNDER PAYNO,SIDEWALK AND DRIVEWAYS CITY OF BOZEMAN SCALE: SANITARY SEWER NO. 02730-2
VERT:1"=3' TYPE 1 BEDDING SEWER MAIN AND SERVICE STANDARD DRAWING NONE SERVICE LINE DEC. 2003
HOR12:1"=30' N O
11X17 PROFILE INSULATION DETAIL
N N
VERT:1"=6'
HORIZ:1"=60' Fmme-d aer«to se eime, D n L A-11 2 6Pg wen A-11 8
_ ^ i Stonaora coaLnq h Dore. Fmnw rM eo e<a;mer D&L A-t n2 nnq Wien A-t ne Corr, stendaM ca.Krp h carer c— um 3771/3772 xP or Opp,—equol.
d N\ EJIW 3371/c3J72 xne or pyyroved a,ual. Coven°nail have too 1'pick holes.
Coven aM1all M1ove two 1"P."0 0 Fwlea.
O Flat slab c Fbl alaD c
& C4 r7 Ae)aM rfrro.. . AdjuateE�,
O 1'7 00 v .. .. N 2'min..,2' — — 2'mI 1Y
OO O 01 Z N K ro n X NOTE:An t.between monhok xctione.
NOTE: NI joint.betwxn nwnna<a«Lions.
monM1ok nnq a toop xcrwn, ne a ens ioin
M a— > wer pipe [o m hole shell be et<r- 24' yl manhole nnq and top IA non,and tldig
d + W~v II PROPOSED FINISHED n nt. Jointin metedel anon b<'Ram-N<k' p er vipe�nm mennele.nal be.etemgnt.
O J � 24"0 9 9 pening
W OJ W Z z 2 GROUND OVER PIPE iD egvm Tor n font.<cevt Det.xn Jo sling material ahmll ee"Ram-Nek'o
O d = O — — n iP 27'Opening xwer pip<and—Ml.won. „ equal for an joint.except between—1
4715� 3 a > > > a ALIGNMENT14
pii,Aend menMk,mn.
Z ~ (n Z Z Z W O R Mennole at<pa al
r wannol<eteva at o
+ L() o� 16'ceMen Pncoat reinforced concrete monhok n
O V) w Z S O 'r .. r s'cent.n w«eat nkro..f cmnaret<manna.na end mmnv,acevrea k camencexr
N f entl cover menutoc[ured in a cordence<r � wan ASTM dxignalion C-478.
!) > d (V > (n 4 Rh ASTM dxigmtkn C-478,
Z -- II 2 A.rpeKee+ W F- 3
a X - W � c o
(~/) W Ih = W O S _`o •�°- (e0'minJ
I t!A
Q W I I Aa requires g n..ibk geaketed pint
4710 a
EXISTING GROUND OVER `o€ Cmeut.ee.shed '`�-1 J
PIPE ALIGNMENT w O S
CONNECT EXISTING 8"PVC
SEWER MAIN INTO NEW N'
WATCH FOR EXISTING MANHOLE USING DROP PER I!F F
WATER SERVICE
�PN�NEO DETAIL. 2 Pipe re.o-ant(typ.)
RMp1Ntp 6E cnpMlw_et.of IMON ..Y Gmek<tee sv elbow teat ion beae
G ss
4705 Fx\Sj\NG� IN A �SDR
L
35 Pr«Da or poured-in-plots Doe.
I T L 129.83 L 8r. —USE4'THICKX6'WIDEINSULATION Poured-In-place box.maim
8" SDR 35 S o 0 407 FIRST 24'OUT OF MANHOLE w«met or pomnd-in-plan a«..t--.bolo.mPi�m B m sea.Pr—t sox.
P/ Poured-;n-pl—box.m lhmkrnae 6 i hex.
S 0.40% --to'him below pipe is
o
INSULATE SEWER MAIN WITH Radius fmemnmk a «nee. w«set Dona--- —Rama.of 'Il-in7da ram,
2"THICK X 4'WIDE HIGH y+r•� �I
Ihkkneae;c 6 inches. enM1ole 1/2'Id
DENSITY BLUEBOARD r
4700 INSULATION(2+50 TO 3+12) anmi•�r SeeWr pWe
MP.N Pm
..•yam;; �'- NOTE: Storm drain monMke atoll � Mannok wall
Dim,of s�er pipe 1•.,,'f �� :: not have formed--I.mM the Dim.01 a pipe S�p"N� 3 'nto em rig
CO O un O N r� IN :..r..,^k.. •K•,.: kwxt Pipe invert.hall b<9'M1ig— � pipe ebmp
O) O O_ �_ _� N_ M M M than Dottem of mennpk.
r` r` r` r` r` secrlOR A-A
SBLR70N A-A
CITY OF BOZEMAN SCALE: STANDARD STRAIGHT CITY OF BOZEMAN SCALE: STANDARD DRQe 0. 02730-5
N0. 02720-4 STANDARD DRAWING NONE MANH �Lt,llll DEC. 2003
0+00 0+50 1+00 1+50 2+00 2+50 3+00 STANDARD DRAWING NONE MANHOLE DEC. 2003 1 Rev.Marsh 2006
REV:MAR 2006
VERIFY SCALE REVISIONS DRAWN BY:JRM PROJECT NUMBER Tp�''
THESE PRINTS MAY BE NO. DESCRIPTION DATE BY 9\ NORTHBOUND LOFTS 1086.009
REDUCEO.LINE BELOW 1 RECORD DRAWINGS 06-26-18 JRM CHK'D.BY:CMW
M-SURE50NE INCH ON MCCHESNEY INDUSTRIAL PARK-LOT 16
ORIGINAL DRAWING. �y ErgineeT#g JEREMY �' APPR.BY:JRM BOZEMAN MT SHEET NUMBER
CDnw#irg 204 N.11[h Ave. A R.MAY W
jj��( Design Bozeman, )5 1-331 O 17579 PE 2 DATE:07/2017
DRAWING NUMBER
MODIFY SCALE ACCORDMGLY g Phone:(406)581-3319 ,{� O,A.REVIEW
ENGINEERING, INC Plann/n �SD,�OrsrEaE°��A BY: SEWER MAIN PLAN&PROFILE S`_�
HA 1086\0091ACAD\SHEETS\RECORD DRAWINGS\SEWER-AB.dwg PWW by Christopher Wasia on 61221201811:21 AM 'The(Be-gin nin o a:New Standard o 'ommitment CovYRK;„T a,cENEs1S ENGINEERING.INC 2018 NAIL. DATE:
1/4"BELOW TOP OF
NEW PAVEMENT SURFACE
1 5.4"(0.45')
NOTE HE PA TRENCH HALL B THROUGH AL EXISTING T VEfFE7IT
HEAVY DUTY MONUMENT BOX,SIMILAR TO CAIRD ENG, 10,10101-1 THE PAVEMENT SHALL ff CUT ALONG A NEAT VEOF M 24"
UNE A .MINIMUM OF 12• UNE I f LESROMS
THE EDGE OF THE TOM EDGE
MNMAN
OPENING. WHERE NEAT UNE IS LESS i11M J'(0.9m)FRpI mQ 9' PROPER
STREET PAVING&GRAVEL AS REQUIRED OF EXISTING PAVEMENT OR CURB AND CUTTER SECTION, 2 SIDEYARD I
REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN SETBACK PER
SEAL JOINT WRH RAM-NEK TRENCH AND EDGE OF PAVEMENT. ZONING I
REGULATIONS
THUSITO
e"X 3'ROUND CONCRETE SlAO 4• T(Typ a 3" JF I ( ) �! 4'R '55'TRANSmON SECTION FROM
SLI EYSTING CURB TO DROP CURB:
EXISTING STREET SURFACE VERTITRENCH WALLS WTHN' �rTAT THOR ZSHORNG TO CONFORM TO O.SH.A. 12" a ° dEXPANSION
TH RECULATIONS ° ° < n °dSUD ° B"
�1Y(JO cm)MIN. °
SUB[GRADE SURFACE OR GROUND
I�9• a 35'COMMMER EXPANSION JOINTS COMPLETELY
d°° AROUND SIDEWALK SECTION
°O O O O MAX.TNR E MOTHCIAL
NON-SHRINK 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 40'INDUSTRIAL
CLEANOIR PIPE,B" VC O O O O O O O O O O O O O O O
BACKFlLL CRUSHED GRAVEL O O O 00000 O O O O O O O O O O UNLESS OTHERWISE APPROVED
OLfTHIC
BASE- }•u1N. O O O O O O O O O O O O O
O O O O O O O O O O O O O O O O
INSTAL DETECTABLE MOPING.BENCHING OR CONTRACTION JOINT
3'-0"MIN. i5 4D WARNING TAPE 1B'(45cm) SUPPORT SYSTEMS IN iHls SUB-BASE qSR EQU COURSE-
i BA SLOPE AS SFECFND MAX.DEPTH AREA TO CONFORM N
••�,v TO CONFORM TO O.S.H.A. (TERMAL) O.S.H.A REWUnCNS EXPANSION JOINTS AT CURB RETURNS
1SI+e]RT-!+rY I
REcuunoNs• � � �
COMPACTED SUBGRADE SIDEWALK CONTRACTION JOINTS j BACK OF CURB
SPACED Al 5'X:__4-MIN. I FLOW UNE
DEPTH 1'. EXPANSION JOINTS
` TO BE PLACED AT 25' w I EDGE OF GUTTER
A G �.• TRENCH BACKFlLL•1 a"(lScm) f S' 3/4 INTERVALS. & VARIABLE
15'
G' R"PVC ' ER t'SLOPE "VFR t'SLOPE CONTRACTION JOINTS TO RE SPACED (5.5'IMP.)
12'PERI, AT 10'INTERVALS IN CURB&GUTTER ,ff�=
NO%Loa
SELECT TYPE BEDDING EXPANSION JOINT MATERIAL SHALL BE 1/2"THICK PRE-FORMED BITUMINOUS TREATED FIBERBOARD FILLER.
YAIEPoAL PLACED ALL CURB REPLACEMENT SHALL BE DONE WOH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVED.
IN A"C15Nm)LAYERS& 1:
TYPE I RPE BEDDING —PACTED AS SPEOnm DROP CURB FOR DRNEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB
END OF LINE CLEANOUf PLACED IN e'(ts�)MAx IN SECTON o2z21. GRADE ESTABLISHED AS 1/4"RISE PER FOOT FROM TOP OF ADJACENT FULL HEIGHT CURB
If REQUIRED USE PLUG LAYERS AND COMPACTED 4"(10-) MATCH EXISTING SIDEWALK GRADE
THOROUGHLY. I NOTES: SIDEWALK I DRIVEWAY APRON
1. Subgrode or base course compaction shall conform to section 02230 (M.P.W. Specs., 1996 ed.) 1. 5.ny ,1 5.5' IS
IR1NM rD11r=o.D.s PPE PWS 7(eOel'I 2. Contraction joints shall be placed at 10' intervals and shall have a minimum depth of 3/4" 1' (VARIES)
MIN.TRENCH WDTM-J.S'(l.lm) and minimum Width of 1/8". 1/4"PER FOOT SLOPE STREET SURFACE
TYPE z PIPE smowR 3WHER REQUIRED . 1/2"expansion joint material shall be placed at all P.C.s, P.T.s, curb returns and at not more -
SOFT OR UNSTABLE R - than 300' intervals. The expansion material shall extend through the full depth of the curb
and gutter. w a
FOUNDATION 4. No curb and utter shall be laced without a final form inspection b the City Engineer or his
NOTE:SEE CONTRACT SPEOAL PRON90N4 FOR ANY 9 P I P Y Y 9i o
YODFICAlKY1S TO STA/DMD TRENCH MATERIALS representative. 3"WASHED ROCK
MD/OR OTHER TRENCH DESIGN FEATURES 5. Concrete shall be Class M-4000. 6. Crushed gravel base shall meet the requirements of cuRe&GUTTER
Section 02235 MPW SPECS, 2003 ed. For curb and MIN. D THICK
( ) gutter replacement projects, washed rock M-4000 CONCRETE
may be used for the gravel base.
•OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH
•SEE a.SM.A.CONSIBUCTION STANDARDS
CITY OF BOZEMAN SCALE: SANITARY SEWER NO. 02730-4 FOR EXCAVATIONS. REMSED 10/25/02 CITY OF BOZEMAN SCALE: INTEGRAL CONCRETE NO. 02528-1
STANDARD DRAWING NONE CLEANOUT DEC. 2003 STANDARD DRAWING NONE CURB & GUTTER Revised CITY OF BOZEMAN SCALE: NON RESIDENTIAL NO. 02529-12
CITY OF BILLINGS SCALE: STANDARD DRAWINGMar. 2006 STANDARD DRAWING NONE DRIVEWAY APPROACH Dec. 2003
STANDARD SPECIFICATIONS NONE TYPICAL UTILITY TRENCH DETAILS NO.02221-1
GRATE&FRAME
HIGH DENSITY BLUEBOARD HIGH DENSITY
BLUEBOARD ,
FILL VOIDS&SEAL
j SEAMS WITH SPRAY
PLANT MIX ASPHALT SURFACING EXPANDING FOAM,
3"MIN DEPTH @ 93%MD TYP'
24"TYP.
CRUSHED GRAVEL BASE COURSE
6"MIN DEPTH @ 95%MDD
- —. — 48"CONCRETE
MANHOLE FILL VOIDS AND SEAL
SEAMS WITH SPRAY
L EXPANDING FOAM,
i TYP.
SUB-BASE COURSE(MATCH EXISTING) '
W/12"MIN DEPTH OR AS SPECIFIED BY
GEOTECHNICAL REPORT@ 95%MDD
24"TIP.
COMPACTED ^
N SUB-GRADE O�r
ROAD TYPICAL SECTION ` ��j
PRECAST BASE "�
SSMH#2 INSULATION DETAIL(PLAN) SSMH#2 INSULATION DETAIL(PROFILE)
VERIFY SCALE REVISIONS ,(1NTq\ DRAWN BY:JRM PROJECT NUMBER
THESE PRINTS MAY BE NO. DESCRIPTION DATE BY !IA -`-W\ NORTHBOUND LOFTS 1086.GO9
` REDUCED L 1 RECORD DRAWINGS 06-26-18 JRM CHK'D.BY:CMW SHEET NUMBER
MEASURES ONE INCN ON
ORIGINAL—ING, Erlpneerirlg ; J R.
,,.� APPR.BY:JRM BOZEMAN MCCHESNEY INDUSTRIAL PARK-LOT 16 MT
H Corrsultirlg 204 N.11 T Ave. AA R.MAY W
Design Bozeman,MT 69715 Os. 17579 PE Z DATE:07/2017 DRAWING NUMBER
Phone:(406)581-3319 CA.REVIEW D-�
P1ann'n �iF`"FGI Ear° SEWER DETAILS
Mo0Fv 5aALE AccoRONOLY NGINEERING, INC 9 s/ -sT ��' BY:
HA1086\0091ACAD\SHEETS\RECORD DRAWINGSISEWER-AB.dwg Plotted by Christopher wasis on 6122/201811:21 AM ?Tie Be innin o a 9Vm�tandardo ommitment coPYRlalrta RENEsls ENGINEERING,IN—.. 9NAL DATE: