HomeMy WebLinkAboutTSCHACHE APARTMENTS - INFRASTRUCTURE IMPROVEMENTS - RecordDrawing-072219 TSCHACHE APARTMENTS
GENERALNOTES
NGTIALL ADDENDUMSIS PROJECT SHALL BE COMPLETED IN ACCORDANCE NTH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, SIX TH ON WORK ON EDITION, 2010 MPWSS AND 2011 CITY OF BOZEMAN MODIFICATIONS
INFRASTRUCTURE IMPROVEMENTS TO MPW INCLUDING
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.
B OZEMAN, MONTANA 3 MAINTAIN 18" (VERY.)SEPARATION BETWEEN ALL WATER MAIN AND ALL SEWER MAIN.
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.
PLANINDEX 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
SHEET DESCRIPTION LOCATION IS KNOWN.
1-1 COVER SHEET/GENERAL NOTES 6. A LIST OF REPRESENTATIVES TO CONTACT FOR INFORMATION REGARDING FACILITIES IS AS FOLLOWS:
1-2 OVERALL SITE PLAN&BENCHMARKS MONTANA ONE CALL SYSTEM -800-424-5555
NORTHWES-1 SEWER PLAN AND PROFILE CHARTER SCOMMTERNNNCATIONS -406-570-0908
S-2 SEWER PLAN AND PROFILE CITCENY OFYBOZEMAN WATER DEPARTMENT 1 406-582 3200
PREPARED FOR: BLACK DIRT LLC W-1 WATER PLAN AND PROFILE 7 THE CONTRACTOR
D-1 DETAILS THE CONTRACTOR OR ANY SHALL
SUBCONTRACTOR VALVE
S ALLL BE REPAIRED OAT SHE AND
EXPENSE OFMANHOLES
THE CONTRACTOR.UPON
HIIS WORK COMPLETION
SHALL BE INCIDENTAL ALL
ENTALCONSTRUCTION.
HE PROJECT,BOXES
SEPARAtTE PAOYMENTT DAMAGED
NOT BE MADE.
OTHERWISEDISTURBED BY
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.
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.
PREPARED BY: N ESIS 10. ALL FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH C.O.B. STD DWG NO 02660-4.
NGIN EERING,INC 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 WITHIN HIS PLANSET FOR AN 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.
EROSION SHALL BE CONTROLLED IN ACCORDANCE WITH THE SWPPP PERMIT.
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.
14. ALL DISTURBED AREAS SHALL BE SEEDED BY THE CONTRACTOR IN ACCORDANCE WITH THE SWPPP PERMIT.
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
MANUAL.
16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF UTILITY(PHONE/POWER) INSTALLATION WITH LOCAL UTILITY COMPANIES.
17. THE CONTRACTOR SHALL NOTIFY ONE CALL®1-800-424-5555 FOR ONSITE UTILITY LOCATION. ALL EXISTING UTILITIES SHALL BE MARKED BEFORE DIGGING.
VICINITYMAP 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.
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
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 OR EDGE OF EASEMENT UNLESS NOTED OTHERWISE.
21. VALVE BOXES ARE REQUIRED FOR ALL VALVES IN A BURIED SERVICE.
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
I WITHOUT ALLOWANCES FOR CONSTRUCTION VARIANCES. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE THAT THE REQUIRED 6.5' COVER OVER THE WATER PIPE IS ACHIEVED.
LU ;. 23. PIPE DEFLECTION IN WATER MAIN IS SHOWN USING 3'DEFLECTION AT THE JOINTS.
Q 24. SANITARY SEWER MANHOLES SHALL HAVE MINIMUM OF 0.2'OF DROP BETWEEN INVERT IN AND INVERT OUT.
S
F- LEI 25. THE CONTRACTOR SHALL NOTIFY THE CITY OF BOZEMAN WATER DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO BEGINNING ANY WORK.
f�
N 26. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS.
2
~' I 27. PROJECT ON LOCAL DATUM.
d
LOCAL DATUM = C.O.B. DATUM + 16.33'
z TSCHACHE LANE
GENERAL PIPING NOTES
PROJECT
AREA 1. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. MINIMUM COVER SHALL BE 6'-6" UNLESS OTHERWISE NOTED
2. ALL FLEXIBLE CONNECTORS OR FLANGES COUPLING ADAPTERS SHALL BE PROVIDED WITH THRUST TIES, BLOCKS, OR ANCHORS, UNLESS OTHERWISE NOTED. THRUST PROTECTION SHALL BE ADEQUATE FOR TEST
PRESSURES SPECIFIED.
3. THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS. ALL BURIED PIPE SPECIFIED TO BE PRESSURE TESTED, SHALL BE PROVIDED WITH THRUST PROTECTION AT ALL DIRECTION CHANGES, UNLESS
OTHERWISE NOTED.
4. VALVE BOXES ARE REQUIRED FOR ALL VALVES IN A BURIED SERVICE.
ROSE PARK 1?O
�O G� TESTING NOTES
1 P�
1. COMPACTION TESTING IS TO BE COMPLETED BY THE CERTIFYING ENGINEER, MEETING CITY OF BOZEMAN STANDARDS. ADDITIONAL TESTING DUE TO FAILING TESTS ARE AT THE EXPENSE OF THE CONTRACTOR.
• G! r,� `" 2. THE CONTRACTOR IS TO PROVIDE A SCHEDULE TO THE ENGINEER IN ORDER FOR THEM TO COMPLETE THE FOLLOWING TESTING.
ROADWAYS- TESTED AT 50' INTERVALS FOR EACH LIFT
TRENCHES- TESTED 5DEWA K SUBGR DE AT TESTED NATR200' INVALS TERVALS
R EACH LIFT
TERVALS
3. CONCRETE TESTS SHALL BE PERFORMED FOR EVERY 50 CYDS OF CONCRETE PLACED WITHIN THE RIGHT OF WAY. THE CONTRACTOR IS TO GIVE THE ENGINEER 24 HOURS NOTICE PRIOR TO PLACING CONCRETE TO AID
N T r IN SCHEDULING OF TESTING.
VERIFY SCALE REVISIONS -- NTA DRAWN BY:JRM PROJECT NUMBER
THESE PRINTS MAY BE NO. DESCRIPTION DATE BY k9 TSCHACHE APARTMENTS 1086.011
REDUCED,LIE BELOW 1 RECORD DRAWINGS 07-22-19 JRM CHK'D.BY: SHEET NUMBER
MEASURESo CH°" _ BOZEMAN INFRASTRUCTURE IMPROVEMENTS MT ORIGINAL OaAwING. 1y,r�I SISEngineering D JEREMY APPR.BY:
204 N.11th Ave.
Consulting x1 R.A1AY
Design Bozeman,MT 59715 O 1757g PE 2 DATE:1/28/2019
MODIFY SCALE ACCORDINGLY g Phone:(406)581-3319 �., a o DRAWING NUMBER
NGINEERING, INC Plannin \ O.A.REVIEW
ss FG srcpE By, COVER SHEET 1
HEETSSHEET DOI Plottedh %<ohristo herwasia>%onq<7 r/TIL*jinnina a a Yew Standardofrommitment COPYRIGHT®GENESIS ENGINEERING,INC.301E /�NAL DATE: I-
BENCHMARKS
CONTROL POINT#1 -5/8"REBAR ABBREVIATIONS
N:531406.16
E:156752.88 APPROX APPROXIMATE
NTS NOT TO SCALE
ELEV:4700.41' ASPH ASPHALT
OC ON CENTER
TSCHACHE ALIGNMENT ASS'Y ASSEMBLY OD OUTSIDE DIAMETER
AVG AVERAGE CHIP OVERHEAD POWER
SHEETS-1 ® AT PC POINT OF CURVE
PROJECT ON LOCAL DATUM. BLDG BUILDING PE POLYETHYLENE
BOT BOTTOM PEEP PERPENDICULAR
LOCAL DATUM=C.O.B.DATUM+16.33' CHK CHECK PI PRESSURE INDICATOR, POINT OF INTERSECTION
CI CAST IRON PL PLACE
CIMJ CAST-IRON PIPE MECHANICAL JOINT PRELIM PRELIMINARY
o CJ CONSTRUCTION JOINT, CONTROL JOINT PREP PREPARE, PREPARATION
!Cl O3 O - CL CENTER LINE PROP PROPERTY
/ OUR CLEAR, CLEARANCE PRV PRESSURE REDUCING VALVE
_ CMP CORRUGATED METAL PIPE PT POINT, POINT OF TANGENCY
- 8W BW 8W Bw 8W 8W CMU CONCRETE MASONRY UNITS PVC POLYVINYL CHLORIDE
O1 CO CLEANOUT PVMT PAVEMENT
TSCHACHE LANE - COB CITY OF BOZEMAN BAD RADIUS
OS+L OO+t +0 00+0 COMB COMBINATION RCP REINFORCED-CONCRETE PIPE
ARROW BOLT ELEV.=4703.91' GONG CONCRETE OR CONCENTRIC RD ROAD
CONT CONTINUE, CONTINUED, CONTINUOUS RDCR REDUCER
-17 COOED COORDINATE REBAR REINFORCEMENT BAR
CORR CORRUGATED REF REFERENCE
CTR CENTER REINF REINFORCE
CF CUBIC FEET RELOC RELOCATE,RELOCATION
CULV CULVERT READ REQUIRED
•� CYD CUBIC YARD EST REINFORCING STEEL
DI DUCTILE IRON RT RIGHT
CONTROL POINT 1 DIA DIAMETER R.O.W. RIGHT-OF-WAY
ARROW BOLT EL =4702.10' DIAG DIAGONAL SAN SANITARY
11 DIM DIMENON SCHED SCHEDULE
g DWG DRAWINSIG SDMH STORM DRAIN MANHOLE
S'ZS+I. EA EACH SDWK SIDEWALK
7 EG EXISTING GRADE SECT SECTION
ELV, ELEV ELEVATION S SLOPE
ENGR ENGINEER SPEC SPECIFICATION
EP EDGE OF PAVEMENT SQ SQUARE
P LOT LIG M_Nr EQUIV EQUIVALENT SQ FT SQUARE FOOT
S ET -1 EX EXISTING SQ IN SQUARE INCH
EX EXTENSION, EXTERIOR STA STATION
FAB FABRICATE SS SANITARY SEWER
FDN FOUNDATION SSMH SANITARY SEWER MANHOLE
_ FES FLARED END SECTION STD STANDARD
3 a PET FLARED END TERMINAL STL STEEL
- FEE FINISHED FLOOR ELEV STRUCT STRUCTURE
N FF FNISHED FLOOR SWR SEWER
FG FINISH GRADE TB THRUST BLOCK
I FL FLAG OF CURB TBC TOP BACK OF CURB
FILL FLOW LINE TEMP TEMPORARY, TEMPERATURE
i" 2420 TSCHACHE LANE FIN. FINISH THRU THROUGH
L FLR FLOOR T.O. TOP OF
12440 TSCHACHE LANE I a BUILDING#1 FT Fool, FEET To.P. OUTSIDE TOP OF PIPE
\ FTG FOOTING, FITTING TOG TOP OF CONCRETE, TOP OF CURB
/ BUILDING#3 I \'! HD PE HIGH DENSITY POLYETHYLENE T.O.W. TOP OF WALL
HORIZ HORIZONTAL TYR TYPICAL
\ HWY
HYDRANT UTIL UTILITY
ID HIGH WAY UG UNDERGROUND
INSIDE DIAMETER VERT VERTICAL
E INVERT ELEVATION
\ / W/ VOLUME
IN. INCH W� WITH
INSTL INSTALL, INSTALLATION WHO WITHOUT
INSUL INSULATE WL WATERLINE
\ JB JUNCTION BOX WM WATER MAIN
\ \ LBS POUNDS WS WATER SERVICE
'b ACCESS ALIGNMENT LF LINEAR FEET WTR WATER
6 LT LEFT
BE W-1&S-2 LVL LEVEL WV WATER VALVE
MAX MAXIMUM
MH MANHOLE
55 MIN MINIMUM
R LEV.- 04.40' MISC MISCELLANEOUS
\, NJ MECHANICAL JOINT
DO" MPWSS MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS
b
1. FOR ABBREVIATIONS NOT LISTED, SEE "ABBREVIATIONS FOR
�y USE ON DRAWINGS AND TEXT", PUBLISHED BY THE
"t AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI)
OR CONTACT THE ENGINEER.
2. THIS IS A STANDARD ABBREVIATION LIST. THEREFORE, NOT
ALL ABBREVIATIONS ARE USED ON THE PLANS.
2430 TSCHACHE LAN ALIGNMENT POINT FILE 3. ADDITIONAL ABBREVIATIONS FOR SPECIALIZED WORK DIVISIONS
BUILDING#2 `` POINT# NORTHING EASTING ALIGNMENT DESCRIPTION (INSTRUMENTATION AND CONTROL, ELECTRICAL, ETC.) ARE
SHOWN ON OTHER LEGEND SHEETS, AS APPLICABLE.
1 531497.69 1567982.78 START TSCHACHE
4. ABBREVIATIONS FROM MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,
2 531502.27 1567795.50 END TSCHACHE SIXTH EDITION, 2010 AND ALL CURRENT ADDENDA.
3 531522.82 1567806.07 START ACCESS O
4 531268.62 1567708.29 BEND ACCESS 1+01.27
58 O�
5 531284.59 1567696.21 BEND ACCESS 3+21.60
6 531357.18 1567669.34 BEND ACCESS 3+21.01
7 531446.57 1567665.64 BEND ACCESS 3+88.47 `
8 531525.13 1567666.95 BENDENDACACCESS 4+88.47
9 531525.13 1567666.95 END ACCESS
10 531441.21 1 1567819.82 1 START PARKING LOT
GRAPHIC SCALE 30 11 531443.82 1567667.59 END PARKING LOT
30 C 15
( IN FEET) JC/^ 7
1 i h- 30 it O
. \v 1 '
11"X17":1"=60 ft
Q
VERIFY SCALE REVISIONS 4,7he,Beavtnr"j
DRAWN BY:JRM PROJECT NUMBER
THESE PRINTS MAY BE NO. DESCRIPTION DATE By TSCHACHE APARTMENTS 1086.011
CHK'D.BY:REDUCED.ONENCH 1 RECORD DRAWINGS 07-22-19 JRM SHEET NUMBER
MEASURES „DN eR APPR BY: INFRASTRUCTURE IMPROVEMENTSORIGINAL ORAwNG. �I i 204 11IT Ave. RMAYBOZEMAN MT
i YEI i Design Bozeman,MT 59715 17579 PE DATE:1/28/2019DRAWING NUMBER
MODIFYSCALEACCORDINGLY Planning Phone:406 581-3319 CNGINEERING, INC O.A.REVIEW
5 �18TEpBY: BENCHMARKS nHEETSSHEET COVER.dw Plottedb %<chrislo her wasia>%on%<71_2D G [W (4rI�Gl�O Onllnflnf[R1 COPYRIGHT ENGINEERING,INC.2018 �NA1. DATE:
-Z 2
S-2
POSED 8"WATER M T m 4"=4 8.9
F
w Q INSTALL 4"S SE
OQj CONNECT TO SSMH#2 S=2.0°0
a O SH - ( HEET-S=2) INST
m
2420 TSCHACHE LANE
BUILDING#1
N. 1+00 1+52.5 "
301 WAT AN INSTALL 8"SEWER MAIN
91 S WE EAS E "
' I I
B UN ARY
LL L B UN ARY I Ifl - -I— - - - — _
-- TSCHACHELANE
-EWHOLE TUCONNECT T�STI G SSMH#A____________+fb6- 34 I EXISTING 8"DIP WATER MAINo+ool +so ----------:_:
I -- I I I
I___I I LAB=PVC SEWER MAIN I — 0� ma m= MI
--------- I `— —
I I EXISTING 8"DIP WATER MAIN --T I
EXISTING 8"PVC ESTIMATED SAWCUT OF ASPHALT MIN.12"OUTSIDE OF
SEWER MAIN TRENCH PER COB DETAIL 02221-1
GRAPHIC SCALE GRAPHIC SCALE
30 P 15 30 30 0 15 30
( IN FEET) ( IN FEET)
I inch= 30 ft. 1 inch= 30 ft.
11"X17":1"=60 It 11"X17":1"=60 ft
_ PROFILE
zo PROFILE PARKING LOT r VERT:1"=3'
TSCHACHE LANE VERT:,'_3 �M HORIZ:1'-30'
vi V HORIZ.1"=30' pf
0) TYPE A TRENCH BACKFILL m TYPE A TRENCH BACKFILL 11X17 PROFILE
11X17 PROFILE aO TYPE 1 BEDDING VERT:1"=6'
v v TYPE 1 BEDDING o VERT:1'=6'
o e o
aiD EX STINGGRADE o 4
=o TSACHE LANE
YYY
o 4705
4705 o w 3 4705 4705 o Z3v �On
+z + +
o ZZ=
o O z z F + w z= s o—— PROPOSED FINISHED =L`'O
<x >>w a d >>>w ¢2 g> EXISTING GRADE
cn w zzzo Z w N N z z z o G DE cn_z 11
U1
4700 4700 4700 4700
5 2'
CONNECTI ON TO CO ER
I EXISTING SMH#A 5.3'
I CORE EXK TING COVE
MANHOLE
I I INSTALL 126.69 L
8" SD 35 PVC
4695 LF 4695 4695 =o.ao°i° 4695
I g' SDR 35 VC
11-- ----- -- ---- ----
o EXISTING 8"DIP WAT R_MAIN__ — �— MAINTAIN 1 "SEPARAT ON
---- —��• ---- ---- FROM WATER MAIN
4690 4690 4690 4690 O
G
OR GS
U U
4685 W 4685 4685 D 4685
r 117 tD N N m
0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 s o 0 0 0
0+00 0+50 1+00 1+50 2+00 0+00 0+50 1+00 1+50
O
VERIFY SCALE REVISIONS DRAWN BY:JRM PROJECT NUMBER
THESE PRINTS MAY BE NO. DESCRIPTION DATE By cH<'D.Bv: TSCHACHE APARTMENTS 1086.011
INFRASTRUCTURE IMPROVEMENTS
REDUCED.LINE BELOW 1 RECORD DRAWINGS 07-22-19 JRM SHEET NUMBER
MEASURES ONE INCH. E BBnn APPR.BY:
ORIGINAL DRAWING. � rlgm g BOZE MAN MT
1 IS Consulting 204 N.11th Ave. ID
DsignBozeman,MT 59715 DATE:1/28/2019
MODIFY SCALE ACCORDINGLY 9 Phone:(406)581-3319DRAWING NUMBER
INEERING, INC� Piannin BD.A.REVIEW SEWER PLAN AND PROFILE .1HEETSSHEETSWR.dw Plottedb %<ohdsto herwasia>%on%<7 t® irtnin o 4"r'ew f411�4f�o omrtriflntnf COPYRIGHT 0 GENESIS ENGINEERING.INC.201E DATE: �_
I r -
3 SSMH #1
II II
SIZE: 48"
I I
GRAPHIC SCALE
I 30 0 15 30
z I
Z i i Z ( IN FEET)
1 inch= 30 It
.
o m = III 0 2420 TSCHACHE LANE \ A 11"X17":1"=60tt
I I U > BUILDING#1
eO PO
y I 1 0 < OP 4"=4697.49 '/� 90,
I I
m I I m 9
T ~ II I P
D I IN LL 4"S ERVICE LIN
z i � 5=2.
INSTAL SSMH#2
CONNECTTO m
SSMH #2
SSMH#1 i I IN TA L
(SHEETS-1) Ij
L i SIZE: 48"
- - 90,
INSTL 8"PVC SEWER MAJN
0+ _I _ 1+00 _ 0 ss SERVICE LI
S=2.0%
TOP 4"=469 39
APPRO (MATE 2430 TSCHACHE LANE 900
ASP
CUT BUILDING#2
I
o �
`ro
INSTALL'
SEE SHEET S-1 SSMFi�W \ O O D 8"WAT R MAIN
SSMH #3
II SIZE: 48"
130" A ER S ER EASEMENT
/ 126'
I I I I sW
A PROFILE
ACCESS
VERT:1"=3'
to �C HORIZ:1"=30'
v ao 1`0
m TYPE A TRENCH BACKFILL11X17 PROFILE
PROPOSED GRADE
o� v v TYPE1 BEDDING HORZ:11"60'
aEXISTING GRADE^ ^-
SSMH #4
O � �Z N
W
N f SIZE: 48"
4705 4705
+�� II +N J�vvll ��~vll aW� ll
OI w Z� O=L,��ZZ_ =w0? =W OF
ti(�/l 1 W a N 1 1 J N U J N Z W
N N K Z D N N Z Z Z N Z Z w D -O
4700 4 5' S JLATE PER DETAIL SHEET D-1 4700
48' CO ER
CO ER
4.6'
COVER
INS ALL 48.33 LF
INS ALL 104.4 LF g" DR 35 P C
IN TALL55.93 LF 8' SDR 35 VC —
4695 8" SD 35 PVC =,79% 4695 SSMH #5
.S .6•Lp/o p 0 PRO OSED8"DI WATERM IN O O SIZE: 48"
II
II MAINT kIN 18"SEP RATION
4690 4690 O
O�
G GS
4685 w 4685 O�'► �����9
u7 u7 N N I
u7 I
of Q� O � N O r u7 N 7 O) of t0 N N
O O O O O0 CD
0 O 0 0 O O O OO O OOOrr r r r r r ^ ^ r r r r r r r r
O ` 1 1 1 P� �1 NOTE:
Q� SEWER SERVICE PIPE TO BE SDR 26 PVC PIPE.
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 MINIMUM SEWER SERVICE PIPE SLOPE=2.0%
VERIFY SCALE REVISIONS DRAWN BY:JRM PROJECT NUMBER
THESE PRINTS MAY BE NO. DESCRIPTION DATE BY TSCHACHE APARTMENTS 1086.011
cHIPR.BY: INFRASTRUCTURE IMPROVEMENTS
REDUCED.LINE BELOW 1 RECORD DRAWINGS 07-22-19 JRM SHEET NUMBER
MEASURES ONE INCH. ESISE eedn APPR.BY:
ORIGINAL DRAWING. _ ngm g .FILIM BOZE MAN MT
1 Consulting 204 N.11th Ave. 1 R MAY
Design Bozeman,MT 59715 17379 PE DATE:1/28/2019
MODIFY SCALE ACCORDINGLY 9 Phone:(406)581-3319 O DRAWING NUMBER
NGINEERING, INC Piannin oISTaae� BY:
REVIEW SEWER PLAN AND PROFILE S-2
HEETSSHEETSWR.dw Plotted b %<ohdsto herwasia>%on%<7 7ht,Beainninaotay.,std,,rd0fCommilmenj COPYRIGHT®GENESIS ENGINEERING,INC.2019 NAL DATE:
r I
I I
REMOVE EX GRAPHIC SCALE
I m I 2"BLOW OFF 30 0 15 30 /
I = ABANDON 6"ST & ( IN FEET) /
CAP AT TEE W/ .J. 1 i ch 30 ft / GRAPHIC SCALE
Z , I 11"X17":1"=60ft
Q
IN FEET)
W I 1 inch= 30 ft.
ii3 i i O 11" 7":1"=60ft
a2420 TSCHACHE LANE
m z BUILDING#1
Om i w PINSTLL
ROP
4"FIRE LINE BOON qRV J
w i i V 11 SHEET F-1
APPROXIMATE I �
ASPHALT CUT
m i 'IINST \ INSTALL4"
I S NI AR .WATER SERVICE --
_ 2440 TSCHACHE LANE
WATER SERV C" `
/3"METER
/3"METER '^ INSTALL BUILDING#3
SEE SHE01 >
_ 1+}00 Bss — 1-50—
INSTAL 8" — — — — —— —I_ �' MAI m ALL 4"FIRE LIE y i/
-- -- _ -- _ __ e 24 TSCHACHE LAN SEE SHEET -
STA BUILDING#2 TALL -X4-'
• 0' ATE A D S WE T C INSTALL �I'/L! I �� s �/,
CONNECTTT 8"' N AP T \ �' (, 22.5°BEND R W W
PIPE WIT% I ST L 8"4" E \ OMMAI _ �� Q F�Q
�LM.J.—__— - . _ /W/
TAPPING Z \ LL
AND W.V. I
I ALL o 2 2430 TSCHACHE LANE / ClJ_ TOPS sD nae 4+ 7 ti� /O
M.J. LY BUILDING#2 APR09C1FT Ms�T INSTALL'" NSTALL /� m
W/9'OF 6" cST a
LEAD PIPE. ( FROM MAIN \ G.LP.IWAT R MA CURB STOP// 2G?,
I \ \ / I.SQL STALL 22 5,Ma APOROXI N/'
1 _
• LOCAL DATUM=ARROWBOLT=4704.40' _ f 4r 90°BEEN W/ j BEND
m
30' ATER ANDS
MENT '
m \ /INSTALL 8"X4"TEE �fi
OLER
AESTIMA DLTJEN
CONNECT TO 8"MAIN
OUO ��
C,®B �/ W/8'TAPPING TEE
AND W.V.W/M.J.
ACCESS PROPOSED GRADE PROFILE
TYPE A TRENCH BACKFILL VERT:1"=3'
HORIZ:1"=30' WATER SERVICE NOTE:
TYPE 1 BEDDING EXISTING GRADE 11X17 PROFILE ALL CURB STOPS LOCATED IN ASPHALT SHALL BE LOCATED WITHIN A
4705 4705 VERT:1"=6' VALVE BOX.
HORIZ:1"=60'
4700 4700
STA 4+76. 2
�;EWEH SEFVCE CK
MAINTAIN EPARATION
STA 4+8 .9 INSTALL 8"X4" SVC TEE W T.B. \J
8 4695 MIN. u 4695 OAP 0
PROP SED 8"C S 51 DIP W TER MAIN
STA 1+84. 1 ST 3+32.06
I INST LL 8 45' END W 4.J. INSTALL 8 2 .5'BEND /M.J. STA 4+85.9 i MINIMUM RESTRAINT LENGTHS
INS ALL 8 X4 FIRE TEE T.B.
STA 3+13. 3 INSTALL 8"X4" FIRE TEE W/T.B STA 4 24.00 FITTING MIN.LENGTH(FT)
INSTA L 8 22.5'BEND W .J.
8"22.5°BEND 3'-0"
ST 3+11.23 NSTALL S" 4" SVC TE W/T.B.
8"45°BEND
4690 STA +00.67 4690 8"90°BEND 14'-0"
STA 2 54.82
INSTA , 8"X6 T E& FHYD SY STA 5+57. 4 8"X8"TEE 7'-0"
W/9. OF 6" L AD PIPE &M.J.
T.O.P. 8"=4694.9 (HIGH ENT W/8" APPING TEE W/T.B. & W.V. W/M J. 8"X4"TEE 2'-0"
STA 0+10.IDO
CONNECT 0 EXISTIN 8 8"DEAD END 31'-0"
WATER MAN WITH TA PING 10 T. .P- 4694. 2'
TEE W/T.B AND W.V. W/M.J. Q STA 2 00.3 INSTAL B"X4" SK TEE W B. 4"22.5°BEND 2'-0"
T.O.P.- 4694.68'
4685
w 4"45°BEND T-0"
4685
In In N N � In � D7 rn o N o r u7 N rn D7 � N N 4"90°BEND 8'-0"
N
O O o 0 0 o O o O p o p p o 0 0 e O e o 0 4"DEAD END 17'-0"
�
THE FOLLOWING MINIMUM RESTRAINT LENGTH AT THE DUCTILE IRON
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 FITTINGS APPLY FOR ALL DUCTILE WATER MAINS,FIRE SERVICES AND
WATER SERVICES.THE CALCULATIONS WERE DONE ASSUMING 200 PSI
TESTING PRESSURE.
VERIFY SCALE REVISIONS DRAWN BY:JRM PROJECT NUMBER
THESE PRINTS MAY BE NO. DESCRIPTION DATE BY TSCHACHE APARTMENTS 1086.011
CHWD.BY:
REDUCED.LINE,BELOW 1 RECORD DRAWINGS 07-22-19 JRM SHEET NUMBER
MEASURESO CH ON eD APPR Bv: INFRASTRUCTURE IMPROVEMENTS
ORIGINAL ORAwwc. _ _ �nsutting 204 N.11 th Ave. R MAY BOZEMAN MT
Design Bozeman,MT 59715 17579 PE DATE:1/28/2019 DRAWING NUMBER
NESIS MOD-SCALEACCORDINGLY Planning Phone:406 581-3319 N o;
NGINEERING, INC ` ' O.A.REVIEW
s���e TEp�� ev: WATER PLAN AND PROFILE
HEETSSHEET WTR.dw Plottedb %<christo her wasia>%on%<7 4TirBr innin o a [W farldardo omwillatat COPYRIGHT®GENESIS ENGINEERING,INC.2019 NAL DATE: W_1
O__-
METER AS APPROVED BY WATER DEPT.
FNISHED QRADE uRc tout,_Routs mu sc zco sANc As Inc
or Am escrcnow vvehrmary AssLNar. SEE NOTE 9 m
8'-0"MAX. MPlTo ZMKEiMs ox)
S-0"MIN, NOTE.-WHEW:TRENCH PASSES THROUGH EMSTNC PAVEMENT
BACKFILL OVER W INSTALL PLUMB WITH TO BACK OF CURB THE PAVEMENT 1HALL BE OUT ALONG A NEAT"OnICAL 4"OR LARGER CLASS 51 -4 T
INSULATION L NSUUIK)N PUMPER NOZZLE ONE A um K tIN(]Qm)FROM THE H(DG[& )i 1ou G DUCTILE IRON PIPE(TYP.) mi a
(— WO1N ONE A MI >• OF NFAi ITC HS FROM
MANS(OATH rRdr mfL FLOOR
SEE TAfpE FACING STREET
NEW HYDRANT, O EASTNG PAVE]ONT w OMB AND GIITER SECIIGN,
INSULATION MUELLER SUPER RCIIa AND REPLACE CN1WE PAKMENT 4CTI AI BETWEEN
THICKNESS CENTURION 250 TRENCH AND EDGE OF PAYEMUIT.
SEE TABOO OR WATEROUS PACER MECHANICAL IN•'MN.". txsrs/e�"oos.vuvrae�•vm"wEurAs
DMil ED(RIGID)PO-YSMENE(KPS)THERMI MIN,4'-0"CLEAR ALL MAIN "�
INSULATION BOARD W FOAMJLAR 25C INSULPINK AROUND(TREES,HEDGES,
B BY OWENS CORNING OR DOW Cf•EMICAL BUSHES,ETC.) EMSTNO STIQEI—ACE THRUST 90'BEND WITH THRUST BLOCK
SEWER SERVICE LINE sTYROFD,M soLARE EDGE iBLUEeav¢D' BLOCS LEGEND
(lIT1CAL"'No"WA"'Wm
1NOITNG ro COrKORM ro as.H.A
REGAATKWS•
ADJUSTABLE SCREW I'--I2'(JD on)YM TAPPING TEE&VALVE, -$FLANGED OS&Y VALVE
HORZONTAL.A1'ER INSULATION O TYPE VALVE BOX I OR INSTALL VALVE AT
ELEVATIONS AS SHOWN WITH LID I SusmuE w ORCAO PROPERTY LINE TYPICAL
f NISHID GRIM ON GRACE
TOINS OR 0.2'
ABOVE TOP OF CURB ' FOR ALL RISER CONFIGURATIONS)
GRADE
// \
GROUND LINE PROVIDE FLEXIBLE,
WATER-TIGHT CONNECTION
WSTALL DCTECTABIE PORNO.BCAKHIMG w FOR ALL WALL OR FLOOR
9ACKTnLL OVER \\ Cltt OF BOZEMAN REQUIREMENTS FOR INSTALLATION
INSW111rN A- ExmUTFO(RIGID)PBY FOANENE(XPS)THERMAL--N \ WARNING rAPE 1e"NSon)
SLIPOGRT SYSTEMS IN THIS PIPE PENETRATION. OF BACKFLOW PREVENTION ASSEMBLY
wwunon BOARD TW FOWVLM zso InwLPINK \.,�� IAAK.OEEN AREA 1O ZOR To
BY OWENS CORNING OR DOW CHEMICAL eAasLarE As sPEVIm
TION Sr`ROFO,W SQUARE FOOT tiK UFBOMD.• \ .H.w aEaunws•
_ \ ro wroRM ro O.S.osN.A (o—AlTGNAL) 1. Th.FIRST Bltmg mama or ma bgaamg ahml ba a uL natae
REOULATIONS•
SEE TABLE _---- \ qA
Iilne9C—ih.ondl slra Ter/me er&mmetl ate„Y following OS&Y lvvlveeorce
UNDISTURBED SEE TABLE EARTH � attached d'rectly to OS&Y valve t tMIN.6.5'COVEROOR 2 Al Bockflow PreventonAs NINiEs shallb 2B MW a qorFMUn e
v rsly of Sot C f Fou dtl ,for\ ` Gt'C b(i+�- Crcas Connecton Control and Hydreul' R h(USCFCCCHR)for
SEVER SERNLf LINE %%vv" orz s snow.
Per lPsroPosetl Pos t'on(v onto).IsC2AIUM FlLL c Inalclled c snow.on the approves plane.
INVERTED U-NSUlAT10N 'CONCRETE 3. Hor zonta retalatons must be c mnmum of 2 and max mum of
THRUST \ \ \ TwE I�K• 3'abovethe fmisned floor.BLOCK TO MAIN LINE MTFRAL CIACm 4. The sery ce rser must be a mnmum of 2'from any outs'de wallLAY[RS!tVRE I PIPE BEDCHGCOMPACTED AS SPEOf1LD 5. The'ncoh,ng service ne she be mnmum 65' and a mvx mum
RAGED G e"pI )MAL M SECTION BOAT, of 7 5'below the f n coed grade n
S\�\ LA ER5 40 COMPACTED Rm1 6 All sa ce Ina appurtenances span nave a mnmum pressure
HLTR20NTAL LAYER INSULATIONN INVERTED u-INwuTKN �\ THOROUGHLY ( reing.f 175 Ps.
29+A>MOTH "c,d q r ene be c see 51 Dq e ro.Pipe
DEPTH OP DEPTH Oi \� \\ JOINT AS REQUIRED FOR ROW m111••B]G IPE RDf 1 MIN.,2'MAX 7 A eery ce nee 4
BA7(FlLL IMSULA1gN NSULATKN BACNi1LL RISLMttON OF I40RROMIK \�\ \ PIPE SPECIFIED _ 8. L'ne sing' The Bockflow Preventon Assembly and meter shall be
OVER THICKNESS weer" O1ER THICKNESS LATER INSuLAr10N .,'�\��\ " '_ .. IK IImIrJr WDllh]5'(TTm) -- qua n Si-to both the ncomng pip,,tlameler(uPslream)and
e t d'ameter downstream For ax o 4-ser,ae ne
J i. ou go'n9 DPe ( ) cmP e.
WSULATKN NSU ATION 2B A , i\\ \i �� \ �\��\ , WK WoUl BER ,' shall have a 4'meter and Bockflow Preventon Assembly.
�\ \\\��� \/� SOFT OR um TAKE
1
a\rI ((\� CNNDATIGI } 9. A minimum of four(4)pipe diameters of straight run pipe is
2'-0' J.0• B'-B• 2'-0' JA• 2 B'-0• ILL J 2'MIN.,3'MAX
ITD1L SEL CGNmALT SPEbAL PRONY'w5 rw ANY requires upstream and downstream of Tne meter/strainer vssemby.
J'-D• 2.5• 6'-1• J'-0• 2S• L B'-1• NEW 6"AUXILIARY GATE VALVE MODIRCATICNS 10 STANDARD'RTNOM MATERALS cogs. CLEARANCE ABOVE
{'-0• 26' 4'-1• 4'-W 2.0• 2 4'-1• AND/w OTHER TRENCH w9W T.hu ES E s�l FINISHED FLOOR
5'-0• 1.5• 2'-1• 51-W 1.5• L 2'-1• MIN. 1/2 CUBIC YARD WASHED GRAVEL FLANGE JOINT
MNSULATE UNDER PAIAM SIDEWALK AND ORWIDOWS *MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCK
•SEE O.—A,CONSIRUC RGN STANO—
iw E%CAYANWS,
SEWER MAIN AND SERVICE CITY OF BOZEMAN SCALE: CITY OF BOZEMAN SCALE: WATER SERVICE LINE NO. 02660-12
INSULATION DETAIL STANDARD DRAWING FIRE HYDRANT N0. 02660-4 xLL, n"DA�D"A STANDARD DRAWING NONE DEC 2003
NONE FEB 2008 TYPICAL UTILITY TRENCH DETAILS FOR SIZES 4" AND LARGER
NONE ND.02221-1 REV: JAN 2015
STEEL POST MARKER Frame and cover to be either D&L A-1172 ring with A-1178 cove, Low AsssueLr To a so esuo v vgVE g+o M FM ox ThE rs or kEy secrcnow,%ll
PAINTED BLUE EJIW 3771/3772 series,or approved equal. o v oN wx LEGEND
PROPERTY 7" Covers shall have two 1"pick holes. GREEN STEEL POST 1
LINE OR Z AT END OF SERVICE ��D�E/Po� Y -Z FLANGED OS&Y VALVE
EASEMENT
LINE m ox
5 1/2 BOULEVARD DOUBLE CHECK VALVE
(TY Adjustable rings, NOTE:All joints between manhole sections,manhole ring& �roe uL Rsw a Evr) MIN.REQUIREMENT)
t t d around sewer ppe nto manhole shall 1 PROPERTY o rwvAno s
2 Ohm.,12 p sec on,an LINE E 4'OR LARGER CLASS 51 /AS INDICATED ON
4 i rtghl Jo ntng Rater al shall be"Ram-NW h equal DUCTILE IRON PIPE(TYP.)
STREET SURFACE GROUND SURFACE � � f II to nts except between sewer ppe antl manhole wall. EASEMENT FLOOR " �APPROVED PLANS)
5'SIDEWALK LINE
(TIP.) 1 5 1/2'BOULEVARD
2-0" 5 (TYP) 4 4•MECHANICAL ° 3/4 MIN R d Rod INSTALLED IN EVERY OTHER AVAILABLE N.J.
5
2 5' JOINT BOLT HOLES(TYPICAL) 5/8 RODS ACCEPTABLE FOR 4 LINES
1' ,f 4'-0" STREET SURFACE
5 SIDEWALK GROUND SURFACE
CURB BOX 1 Precast htlic..h concrete manhole rser I MAIN
and eccenlrc cone Lop manuf.ciuretl in (IYP.) 99 BEND WITH THRUST BLOCK
PROVIDE 5 STATIONARY Mahole step i ac^ordance r^th ASTM des'gnat on C 478.
11.5 I 16 centers
(TYP) ROD IN ALL CURB BOXES
1 '~ COMPACTED BACKFILL 2'5 THRUST •}
BLOCK
6 1/2 MIN. - mutp peel ov between (TYP') (SEE SPECS) TAPPING TEE&E&VALVE, CITY OF BOZEMAN REQUIREMENTS FOR INSTALLATION OF
COVER .I ppe and.M1a a DOUBLE CHECK VALVE ASSEMBLY
greeter loon t/8-. - 11.5' 8' OR INSTALL VALVE AT
(TYPICAL EXCEPT IN SPECIAL PROPERTY LINE(TYPICAL
SEE DETAIL g' - ca channe RCUMSTANCES WHERE CI HAS OR ALL RISER CONFIGURATIONS) 1. The FIRST fang tle of the CURT,shall be a UL leled.III
at tow APPROVED ALTERNATE LOCATIONS) Kennedy or Mueller OS&Y valve Tne same Sze as the('re serf ce I'ne
BELOW (TYPICAL EXCEPT IN SPECIAL 2. All Double Check Valve Assembles Snell be
CIRCUMSTANCES WHERE CITY HAS Y a UL or FM Isled.
AP S�NTRAcioR APPROVED ALTERNATE LOCATION) LL\\< b. Approved by the Unversty of Southern Calforno Foundaton for Top of ppe may / Cross Connecton Conlro antl Hyarau c ResearcM1(USCFCCCHR)for
PROVIDE FLEXIBLE
Not extend post / operalon n Me proposed Reston(vert cal or horzonlal)as shown on
CURB STOP Variable 4• 0 nsde wall of WATER TIGHT CONNECTION cpprovea pans
(mn manhole.If 2"X 2" FOR ALL WALL OR FLOOR Installed as snowh on the approved plena
s..ry top. WOOD PIPE PENETRATIONS. 3 A flow detect.,deuce shall be.stalled'diotel follow n the<hW t s ohp
E ae hglf i ppe ay SERVICE LINE.SLOPE=1/4" MARKER Double Check valve Assembly(alarm check v Iv tow sensor/corm,
WATER MAIN .one set be trmmed off meter etc)as shown on the approved plans.Paddle type flow alarms not
// Flex ble q.bketed To nt(typ cal smooth.(8 45' ELBOW PER FOOT MIN., 1/2"PER FOOT perm tletl on dry systems.
BASE MATERIAL) vn for precast bases see data I) d'ameler only) MAX.
NO COUPLINGS OR OTHER JOINTS ALLOWED ON SERVICE PIPE FROM ` IJIL III III III III�II 4. A Do.-Detector Check Valve Assemby may be usetl viM a st.ndchd
CORP.STOP TO CURB STOP FOR 3/4"AND 1"SERVICES. p W W City of Bozeman meter The meter IooP of the Double Detector Check
STRAIGHT COPPER PIPE SHALL BE USED FOR 1 1 2"AND 2"SERVICES ILL SEWER MAIN rrf FLOOR valve snv nave a Double Check Vq ve Assembly .stalled witch meets
Ch die.of ppe W Gr�ooa Me same'Teleneton cr tens sped ed above n re re ht number two
DETAIL OF A SELECT MATERIAL BACKFILL AREA •.,. foorHorizonta '.sly vl ohs must be v mnmum of 2 vbov,the fnshed
PROPERLY CORPORATION STOP (SEE SPECIFICATIONS) '-�'•'�"w +
INSTALLED %j j/j j�/j j% /jj j j j/j j%/ �,, /, //, /, /, / p Precast or pouretl n place base. �� AEON 6. me rre een ce rear meet be a m n mum of 2 from any outs ce wNII,
CORPORA j//j j /j%/j �j j//j j� /%/j� _c Pouretl n lace base,mnmum IN LINE WYE FITTING FOR PLUG and v mnmumfrom vn .ter or w.
.. P Y
TAP MAIN Al // / ////// // //////j�%/ //j�/j/�// //jam/%3/4"DIA.MIN. �5' 4 tlia. 8 mches,tPrecasts basle,Ym•nh m SADDLENEW S FITTINGSTI N&LOWED 10'MAX" om g 7. The'nc n fre sery ce Ina shall be a Nh n mum fi 5,and.max
SPR/NGL/NE //// - /// / /j/// // /j////// /��SERVICE PIPE (min.) thck.... s 6 ^ches All bases FOR EXISTING INSTALLATIONS mum of 75 below tna fnenetl grade.
pr a Ni2 _ //j///j//�j//j%%�j//j///j%�/ re'nforcetl as shown D WIT ONLY UPON APPROVAL OF 90'BEND . All
r e T
ti,g of 175 PSIne appurtenances shall nave essure
CITY OF BOZEMAN SEWER THRUST BLOCK r
Q DEPARTMENT. 9. All fire s iE, 1,—4'and arger11 be Cass 51 DUcte ron Ppe.
ula of 10 L,e sing The Double Cneck Valve Assembly shall be equal'n Sze
man oe to both lM1e n rang ppe tlameler(upstream)antl outgo.,ppe tlameler
6 MIN pI, t NOTE:Storm Bran manholes shall SOWER INVERT
SPRINOG (downstream)c
TR\\H F�1'MIN. 2'MAX.
LINE OF SEWER MAIN 'PER NFPA-21 FIG P IC/IP
/ V
not have formed channels and the
ccrvcRAL rvoTLs. oia.or lowest ppe overt sh.l be 9"higher FOR WE FITTINGS. �D� O
t WATER sERvcE urvcs sHUL HAVE A INIM s 1/2 Fooi covER MEASURE.FROM THE Ex ST NO ux.SURFACE cEPT THAN covER snAu ec BeMpe than bottom of manhole. 1 �� ``_
MEAsuNco FROM ccrvTCR LNc sTRccf ON
wnsN 50RTCE uNl:s ARE u.io A sTREEi s.E wH CH HAs AN uPHu SLOPE. WATER sERv1cE urvcs - J 2'MIN.,3 MAX CLEARANCE P'
z 1/2 FOOT 1-1 AT cuRe soP. oAts Usti ABOVE FINISHED FLOOR �A �tlrP'
coo Nc sfwL ONES 1 M11MIITAZry 6F F street..THE NAw N.OR As SPEC FIE. - •• IhIOM ss I O rSZ
Iwu nngE A-MUM o c ���OK D���9
AX
O.
INSTALL CURB STOP so THAT OPERATING" IS PAIUUELETO STREET w OFF-POSITION. SECTION A-A
O
STANDARD FIRE SERVICE
CITY OF BOZEMAN SCALE: WATER SERVICE LINE NO. 02660-6 CITY OF BOZEMAN SCALE: SANITARY SEWER AND NO. 02720-3 CITY OF BOZEMAN SCALE: SANITARY SEWER NO. 02730-2 CITY OF BOZEMAN SCALE: LINE INSTALLATION NO. 02660-13
STANDARD DRAWING NONE DEC 2003 STANDARD DRAWING NONE STORM DRAIN MANHOLE DEC. 2003 STANDARD DRAWING NONE SERVICE LINE DEC. 2003 STANDARD DRAWING NONE FOR CLASS I, II, & III SYSTEMS DEC 2003
Rev. MAR 2017 1 1 1 REV: APRIL 2013
VERIFY SCALE REVISIONS �• DRAWN BY:JRM PROJECT NUMBER
THESE PRINTS MAY BE NO. DESCRIPTION DATE BY t'1 TSCHACHE APARTMENTS 1086.011
REDUCED.LINEBELOW QHI('D.BY:
1 RECORD DRAWINGS o7-zz-1s JRM BOZEMAN INFRASTRUCTURE IMPROVEMENTS MT SHEET NUMBER
MEASURES ONE LINE,
NH. NESISEn APPR.BY:
ORIGINAL DRAWING. gnleenrlg 204 N.11th Ave. :V; JEREMY
Consurcing y�jI R.MAY DATE:1/28/2019
Design Bozeman,MT 59715Q` = DRAWING NUMBER
17579 PE
MODIFYSCALEACCORDINGLY 9 Phone:(406)581-3319 a
Plannin Q.A.REVIEW
NGINEERINGI INC SFDfaTEa�� BY' WATER&SEWER MAIN DETAILS p_1
HEETSSHEETD-1.dw Plotted b %<christo herwasia>% b6<7 76r Stamina o aNew fandardo ommilmm COPYRIGHT®GENESIS ENGINEERING,INC.2019 QNAI DATE: