HomeMy WebLinkAboutMDT - Utility Extensions - Frontage Rd LEGEND N }`'"�� AN9a
9EDIGHDCARK- I �a MARK A.
❑E EXISTING POWER BOX Top OF SET NAIL CHANDLER
Cp —
QT EXISTING TELEPHONE BOX ELEV.=C&Hasoa.as.5 Fr � Na, 9518ES
OE EXISTING ELECTRIC BOX ��VD8B1 I I 5yw� �fci sTEQo`o��
® EXISTING SANITARY SEWER MANHOLE I F1'VEER �
cf. EXISTING SANITARY SEWER CLEANOUT 1:
L —EXISTING FIRE HYDRANT Sheet 1 of 9 I :� -- -
EXISTING WATER VALVE
® EXISTING CURB STOP 250 Scale 70n Feet 250 - y 5228 a q. Ft. m
PROPOSED POWER POLE TRACS 4 3 COB
EXISTING LIGHT POLE 75 0 75 — .
Scale In Meters
® PROPOSED SANITARY SEWER MANHOLE/PUMP STATION Contour Intervals: 1 Foot \ I .'��(�VI
�c.o. PROPOSED SANITARY SEWER CLEANOUT ! `I to
PROPOSED FIRE HYDRANT
� PROPOSED WATER VALVE
® PROPOSED CURB STOPCE q
PROPERTY BOUNDARY LINEC
SURROUNDING PROPERTY LINE o Wp
SETBACK LINE
— — —EASEMENT LINE
x x EXISTING FENCE 8 '
oHe EXISTING OVERHEAD ELECTRIC LINE I qY �° ^oo I 88
ucs EXISTING UNDERGROUND ELECTRIC LINE
F
GAS EXISTING GAS LINE
oHT EXISTING OVERHEAD PHONE LINE
uGT EXISTING UNDERGROUND PHONE LINE
e"w PROPOSED 8" WATER MAIN
SS PROPOSED 1.5" SANITARY SEWER FORCE MAIN
BENCHMARK
TOP OF SET NAIL(C&H CP. 50) , �\ CITY OF BOZEMAN
NEAR NW CORNER OF TRACT MDT, COS 473F
ELEVATION = 4604.45 FEET(NAVD88)
LEGAL DESCRIPTION
TRACT MDT, CERTIFICATE OF SURVEY NO. 473F.
SEC. 26, T. 1 S., R. 5 E. OF P.M.M., CITY OF
BOZEMAN, GALLATIN COUNTY, MONTANA
SPECIFICATIONS
q°
ALL CONSTRUCTION SHALL CONFORM THE FOLLOWING SPECIFICATIONS WHICH ARE HEREBY INCORPORATED
BY REFERENCE:
1. MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, SIXTH EDITION (APRIL 2010) I ^�
2. CITY OF BOZEMAN MODIFICATIONS TO MPWSS SIXTH EDITION INCLUDING ADDENDUM NO. 1 (AUG 2013)
3. MYERS V2S GRINDER PUMP SPECIFICATIONS
4. OMNISITE SMARTELIGHT CELLULAR MONITORING ENGINEERING SPECIFICATIONS I ^h
5. AMERICAN WATER STANDARD SPECIFICATIONS SECTION 31 50 00 CASING INSTALLATION
GENERAL NOTES \� ," Moss eaoc �laAD
1. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE x
WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN ^0 1 2 3
ENGINEERING DEPARTMENT. 4 O'zz
2. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THEeCC'gR
ENGINEER AND THE CITY OF BOZEMAN, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC. FOR
`J\ SU Vl
ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE ^^ S�CVC/ON 1 3
MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE e
ENGINEER. ' h 6 OG SUB I� IN
7 2 4
i V
3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING x
OF CONSTRUCTION. ^y \� CK 1 I 5
4. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO ,ry,S 3 BL CK 2 C Fy
BEGINNING CONSTRUCTION. �31 2 6 n
5. ALL DRIVEWAYS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED TO PRE—EXISTING ,yo 3 -1J 7 g
CONDITIONS. TRENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED. e O
J
6. SITE WORK TO BE PERFORMED ACCORDING TO THE RECOMMENDATIONS OUTLINED IN THE H
"GEOTECHNICAL INVESTIGATION REPORT" PREPARED BY C&H ENGINEERING, DATED JULY 2014. `> \
7. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA - 'SOB ry g
REQUIREMENTS AND THAT THE SITE MEETS ALL APPLICABLE SAFETY REQUIREMENTS FOR HISI,
EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED BY THE ENGINEER. •7
3
8. EXISTING GAS, ELECTRICAL AND COMMUNICATION LINE LOCATIONS ARE APPROXIMATE. COORDINATE BSI 90 M
INTERFERENCES WITH SERVICE PROVIDERS.
WATER & SEWER NOTES ��'q R x
1. USE JOINT RESTRAINT FOR WATER LINES AT ALL REDUCERS, TEES, BENDS, AND VALVES AS 'arF9o� I
SP
ECIFIED
ON JOINT SHALL B RESTRAINT SEA TABLE (1/C2.0). ALL JOINTS SHALL BE RESTRAINED IN CASINGS.
CASING �y.
2. PRESSURIZED (FORCE MAIN) PVC PIPE FITTINGS SHALL BE GLUED W/MINIMUM 200 PSI RATING. L '
DRAWING LIST / ` 1 UTILITY EXTENSION PLAN
C1.0 COVER SHEET �I C7.0 SCALE:1"=25C
C2.0 FRONTAGE ROAD WATER MAIN (128+50 TO 143+50)
C2.1 FRONTAGE ROAD WATER MAIN (143+50 TO 158+50) 1r
C2.2 FRONTAGE ROAD WATER MAIN (158+50 TO 164+50) ON SITE WATER MAIN
C3.0 FRONTAGE ROAD SEWER (121+00 TO 135+00) PRESSURE LINE
C3.1 FRONTAGE ROAD SEWER (135+00 TO 150+00) PRESSURE LINE 1 VICINITY MAP
C3.2 FRONTAGE ROAD SEWER (150+00 TO 164+50) PRESSURE LINE CIA SCALE:1'=2000' Issue Date:05�11�2015
C3.3 ON SITE SEWER
C4.0 DETAILS
AS-BUILT cimo
4/27/2015
#14223
J_MONTANA RAIL LINK RAILROAD � OF AN9i}
�a MARK A.
CHANDLER
No. 9518ES
0 oy9l gf015TEQE���
TREE TO BE REMOVED IN F'1GINEER �'
ACCORDANCE WITH THE MONTANA SECONDARY HIGHWAY 205 (FRONTAGE ROAD)
MIGRATORY BIRD TREATY ACT 36"RCP CULVERT
PROJECT CENTERLINE OF HIGHWAY RIGHT—OF—WAY UTILITY BOX Sheet 2 of 9
_ _ D J
STA 129+02.0 11 LF GRAVEL 10 LF PAVED ✓� ^ ^ ^ ^
PHONE PO
DELINEATOR POST 70.8R A ^ ^ MAILBOX EDGE OF PAVEMENT MAILBOX^ DRIVEWAY CUT ^ DRIVEWAYF PAVEMENT _- EDGE 0 MENT E
- BG€ ST
OF SHO L sy i GA
P a cAs Gn= -cas AS O L i LEC EL C _ ELEG __
R G y BLOW ELEC DELINEATOR POST _
CP I1 QC #14 W� TOR_
.IaW ` o o c� AbA HYDRANT ARROW BOLT
S SS NA1L -� -� S y SS 55 SS SS SS SS + A SS /�� Q ._SSWETL4ND 55� 55 SS SS SS SS S 55 SS S ELLV-4633.39 5 — SS SS SS 1
DIP LEAD PIPE --_- _- \ PAVEM41 LF ENT STIR
CONCRETE PQ 5 LF 5 DIP a•w—a^w e"w-e••W-- N a w w ••w a••w-a••w-a••w a••w a w-a w 8•'w-8•w e' e w- a•w-e w d e w e e e w-e w e
1
LEAD PIPE n •in
��"
I UN WITNESS 3H0 �3H0 � //j
UN WI NESS D LF GRAVEL EN RA4640020W BOLT �� 0 3Ho HO / _�WITNESS
15 LF PAVED 13 LF GRAVEL DRIVEWAY CUT `p �Qja� E
STREET CUT DRIVEWAY CUT FH 1 (COB STD DWG NO.02660-4) \'_\ •(0' \�. ^
WATER WELL REMOVE EXISTING END CAP.CONNECT STA 134+19.0(74.9'R)TO EXISTING 8" EE W/8"GATE VALVE, 'L 4637.5 APPROX.LOCATIONS OF BORE PIT
RY STA 134+19.0 STA,X40+89.9
VALVE BOX, D THRUST BLOCK. 10.5'BU DEPTH 699'R B GD EXCAVATIONS. OG�'`P / �' E FH 2(COB STD DWG NO.02660-4) ^
69.9'R STA 141+17.6(74.9'R)
zF 5"REBAR /•�/ GL=4631.9
y"" 8
MINU c�
ALUM CAP ROAD CLOSED SIGNS AND
�P G� 3 / 10.5'BURY DEPTH
W Q P O BARRICADES. REPLACE ANY g
3 `O \� )z
/ / SIGNS DAMAGED BY
• Q EX.HYDRANT ARROW BOLT `N n PG CONSTRUCTION.
ELEV.=4640.55 1 �� /
G RESTRAIN ALL JOINTS WITHIN
P �� �� SPECIFIED LENGTH FROM FITTING
1 0 y�ON
� / FITTING LENGTH (FT) NOTE O
G� m� SV� 90 BEND 16 M
0 <90 BEND 7
zo 20 G L QO� / / / 8X8 TEE 16 (BRANCH) NO JOINTS WITHIN rTl
rL � / Scale In Feet 4' ON RUN
50 NO JOINTS WITHIN
[+• PG 8X6 TEE 5 (BRANCH) 4' ON RUN
vv z z 15 0 1 5I
Scale In Meters �' CAP/PLUG 31 +
Contour Intervals: 1 Foot
8" VALVE 16
JOINT RESTRAINT - 8• DIP
C2.0 SCALE:NA
465 4655
465 4650 Z U
O
0 V1
4645 -��4' 4645 v`
6
ory0 Gp1F' y�P\�+4640 !- ,axed �� 0 4640
GAS CROSSI G
9 om A%GPI 6S2 O
a—_ \�ELE CROSSINGS
\ 0 ,�x
463 6.5'MIN STA 129+34.7 (TYP) 4635
TOP=4632.3 � \ BORE UNDER STREAM/WETLAND.
_ GAS CR SSINGSJ
�AOP34630.3 EXISTING GRADE ABOVE PIPE /
T P=4832.3 \/ O
463 y— - \ 4630
REMO EXISTING END CAP, TO rnAw
4+19.0 _1.5 SANITARY
- .5 .. `GAS CROSSING W 8" � For�cF
CONN CT TO EXISTING 8"TEE
W/ "GATE VALVE,VALVE BOX,
STA 135+
AND RUST BLOCK.
M
- O
.8 h+�l
I
-- STA 140+89.6 STA 1 1+18.1 <625
TOP-4621.3 TOP= 21.2 STA 143+13.
INSTALL i 465 LF OF 8" TOP=4620.
L.51 DIP
80'
462 INSTALL D 80 LF OF 3"0 STEEL CASI G(0.38"WALL 4620
THICKNESS).SET 16"0 EEL CASING(.38"WALL THICKNESS)
IN 36"CASING.WELDED ENDS OF 16"AND 36"TOGETHER W/
STEEL BARS.INSTALLED 8"MAIN INSIDE 16"CASING W/JOINT
RESTRAINT&SPACERS.SEALED ENDS OF 16"CASING.
BACKFILLED VOID SPACE BETWEEN 16" ND 36"CASINGS.
461 615
N o N w
W m m O m m N N N N r r cD O O O O m N N O N h
M r'J rJ M r'J r'J M �'J M M M M M M M M M M M M M N N N M r7 N N N
129+00 129+50 130+00 130+50 131+00 131+50 132+00 132+50 133+00 133+50 134+00 134+50 135+00 135+50 136+00 136+50 137+00 137+50 138+00 138+50 139+00 139+50 140+00 140+50 141+00 141+50 142+00 142+50 143+00 Issue Date:0511112015
FRONTAGE ROAD WATER MAIN (STA 128+50 TO STA 143+50) AS-BUILT CIO
` 1 WATER MAIN PLAN AND PROFILE 4/27/2015
C2A SCALE:1"=50' HORIZONTAL, 1"=5'VERTICAL
#14223
�a MARK A.
CHANDLER
No. 9518ES
0
oy9� FinC l STEQ4. �O
fiCl��p�
Sheet 3 of 9
¢MONTANA RAIL LINK RAILROAD C iq
to
24"RCP CULVERT
MONTANA SECONDARY HIGHWAY 205 (FRONTAGE ROAD)
EDGE OF PAVEMENT DELINEATOR POST EDGE OF PAVEMENT F
EDGE�B4�QER - GE-OF:SHOULDER - -- C
� r
,STA 146+84.9 STA 146+89.9 H
___--SS .69.9'R 69.9 R
'�0 ! DELINEATOR POST
STA 152+85.0 STA 152+90.0 U g
fi9.9'R 69.9 R � g{
ss j�j � Ss SS ss ss ss ss ss ss ss SS SS SS ss ss ss S SS SS SS SS SS SS Ss SS SS SS SS SS S3 S s
8"1V--8"W T-8"1P r 8"W-8"W-8"W�8"W-8"W 8"W 8"W-8"W-8"W-8"W-8 8"W-8"W-8"W 8"1Y-8"1Y-8"1Y-8"W 8"W
n _ 8 LF 6"DIP LEAD PIPE - - - 6"DIP LEAD PIPE N
HYDRANT ARROW BOLT HYDRANT ARROW BOLT -
ELEV=4631.70 x� X ELEV=4629.00yj(� � >� 3Ho H q¢ �
\ PH 4(COB STD DWG NO.02660-4)
PH 3(COB STD DWG) 02660-4) STA 152+90.0(77.9-R)
STA 146+89.9 (77.9'R) \ O +
GL=4629.8 GL=4627.1 FFAW--/II LQ/^Q11
TRACT C O B
7'BURY DEPTH 7' BURY DEPTH
CITY OF BOZEMAN Goy 473F
O
Scale In Feet \ rTl F_
50 0 50 fir'-III IQQ�
5 0 15 \ O +
Scale In Meters
Contour Intervals: 1 Foot
465 4650
464 4645
zU
464 4640 r0r/��
V l
463 °i y O 4635
EXISTING GRADE ABOVE PIPE
463 �+ -- 4630
� � 5
HIGH POINT:AIR RELIEF ^
THROUGH HYDRANT 6.5'MIN
462 - - - 4625
ZSTA 146+9.9 �2
TOP=4622.4 O
STA 152+90. STA 154+76.5
TOP=4620.4 TO=4620.3
4620 OM
462 INSTALL 1,500 LF 0 8"CL.51 DI
h+�l
I
461 615
461 4610
w cn O co O O ro M O I� N N N M I� rn N O -r
w ro ro rocnm o o m rn rn rn ro ro co co co ui
144+00 144+50 145+00 145+50 146+00 146+50 147+00 147+50 148+00 148+50 149+00 149+50 150+00 150+50 151+00 151+50 152+00 152+50 153+00 153+50 154+00 154+50 155+00 155+50 156+00 156+50 157+00 157+50 158+00
Issue Date:05/1112015
FRONTAGE ROAD WATER MAIN (STA 143+50 TO STA 158+50)
WATER MAIN PLAN AND PROFILE AS-BUILT C2ml
C2.1 SCALE:1"=50' HORIZONTAL, 1"=5'VERTICAL 4/27/2015
#14223
OF AN9i}
MARK A.
/ g a No. 9518ES
/ I FH 7( B STD DWG NO.02660-4) �m oy9Y �fGI STEQV0���
GLA4 5. (139.2'L) f'/VEER pZro
8.0' URY DEPTH TRACT MDT m
COS 473F I Sheet 4 of 9
7 °D 5' 15' HYDRANT ARROW BOLT S
j MONTANA RAIL LINK RAILROAD / ELEV=4616.96 n C iu E
m I 30' UBLIC UTILITY EASEMENT ^ 8
_ z
8"STUB&CAP W/ +� `I I a FH a(O.0 STD
THRUST BLOCK 0 / DWG N0.02660-4)
1+95.92 HYDRANT ARROW BOLT STA 7+71.9 (44.3'L)
5+67.55 5+71.55 ELEV=4611.73 GL=4610.7 J
FH 6(COB STD DWG NO.02660-4) / (10.001) CS (10.00'L) 00.00'L) 1 8' BURY DEPTH to .
STA 163+96.2(59.9'R) INSTALL 1"WATER SERVICE LINE N WATER ICE LINE INSTALL 4" E
GL=4618.9 PER COB STD DWG NO.02660-6 I I STALL 1.SI SE E
O DWG N0. 2660-6 W/GATE VALVE ANN
ER COB STD TEMfs B FFI
PER COB STD DWG fa0. 66
9'BURY DEPTH _ 1+.00,L STA 4+28.1 l STA 7+71.9 F
$ $ $ N $ $ "STUB CAP --- WN/GATESTALL VALVEAND TEMP."FIRE LINE SERVICE
BLOWOFF 0.0 L R F 6 PI 15 STA 7+73.9 V '-'
_ STA 4+38.1 @417{Q
EDGE OF PAVEMENT1 HYDRANT ARROW BOLT -- PER COB STD DWG N0.02660-7 I 0.0'L S J 0.0' GZ i�l
m �f t7-- ELEV=4620.19 -
R -- o _
STA 158+84.6 K --- --- - ---- -EDGE 0 AVEM N g
69.9 R -- -_-_-- -- ___ SS' S5 55 SS 11 8"W�-o m STA +6. --
55 SS SS SS SS SS 55 SS T r
STA 158+89.6 DELINEAT POST .. _ 9' 0 0 L
q 69.9'R L c- C46201 10 LF 6"DIP PIPE ' 30' BLIC UTILITY EASEMENT 1197,27 181 53'10' g
f
ss ss Ss s� ss ss ss ss__ ss ss vs o J , ti
8"W 8"W-8"111 8"W-8"111-8 T e'YI 8"W e'YI e'YI-8' 84 STA 0+48.7 J/ 7+36.32
-
8-t 6"DIP LEAD PIPE I N STA 163+91.2 0.0'L INv i6"CL (10.00Y) 7+4032
M 69.9 R 0 / INSTALL 4"FIRE LINE SERVCE (10.00'L)
HYDRANT ARROW BOLT STA 0+39.0 CONCRETE PAD BLOWOFFINSTALL 1.5"WATER SERVICE LINE
2.3 L P W/GATE VALVE AND TEMP.02660-7
0 �3H ELEV=40 ST 0 3H0 3 TF') 3H0 PER COB STD DWG N0.02660-7 PER COB STD DWG N0.02660-6
FH 5(COB STD DWG N0.02 60-4) STA 163+96.1 -
STA 158+89.6(77.9'R) N 69.9'R -----is STA 0+36.5 0 -
s 4.1 L TRACT COB +�
GL=4BURY COS 473F
624.2
7.0' BURY DEPTH 0 STA 164+05.2 O
TRACT COB 69.9R
COS 473E F�1 z
NOTE:ABANDONED 6"AND 8"POLYETHYLENE SUBDRAIN PIPE EXISTS O
AT APPROX. 4-5 FT DEPTHS IN THE ABANDONED PERCOLATION Scale In Feet W
PONDS.THE PIPES MAY BE CUT AND REMOVED IF ENCOUNTERED. 50 0 50
Scale In Feet 4 ^
15 0 15
50 0 50 �j
Scale Meters
15 0 15 Contour Intervals: 1 Foot Fil �j
OScale In Meters / .--1
Contour Intervals: 1 Foot
Fri
464 645
464 640 1.1
z �
463 - + 635 463 y + 4630 O
61
o a
4630 r 630 462 -
e : 625
0 EXI NG GRADE ABO E PIPE 0 Pry5 JP"
462 �� 625 462 y �+ e� 620
(STING GRADE ,1x
1•S2
462 620 461 } 4615
Oy \ Pyn
6.5'MIN O2 0 _.
�2
(TYP) �P + 1- SANITARY SEVER PR POSED GRADE ryx O
O F RCE MAIN ,�p\� 0 rrr��Tlll
461 + .. 1.5"SANITARY EWER 615 461 +500 s.'MIN a 4610 A
INSTALL 545 TOP=4613.3 FORD MAIN STA 609.4 TOP STA=460 5 P) LEI
OF 8'CL.51 DIP TOP=609.4 O
STA 0+49. STA 6+50.0 M
1,5•SA ITARv SEWER MIN C STA 164 05.2 TOP=4609. TOP=4605.4 h+�l
461 FORCE MAIN TOP=46 '4610 460 INSTALL 7 0 LF OF 8"C 605 I
STA 163+9.7 18 MIN STA 7+73.9
TOP=4609. TOP=4601.7
8"S INITARY
SEWE R MAIN
46M
4605 460 4600
Jn o, in o M m M co a J J n a <o rn v1 <o n N N n N o o x ro o N rn
W N N N N N N N N O m m W LJ m Qj r N1 ^ Nl Nl co r7 M M M N N N M N (O O O
(O cD cp c0 cp c0 (O c0 c0 <2 n cp f cD tD c0 c0 f c0 t0 O
w
159+00 159+50 160+00 160+50 161+00 161+50 162+00 162+50 163+00 163+50 164+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00
FRONTAGE ROAD WATER MAIN (STA 158+50 TO STA 164+50) ON SITE WATER MAIN Issue Date:05/1112015
WATER MAIN PLAN AND PROFILE �2 WATER MAIN PLAN AND PROFILE AS-BUILT C202
C2.2 SCALE:1"=50' HORIZONTAL, 1"=5'VERTICAL C2.2 SCALE:V=50' HORIZONTAL, 1"=5'VERTICAL 4/27/2015
#14223
�a MARK A.
CHANDLER
No. 951BES
0
oy9Y ��"CI STEQ4. �O
¢MONTANA RAIL LINK RAILROAD
Sheet 5 of 9
h f REMOVE TREE IN
ACCORDANCE WITH THE dM
24"CMP CULVERT MONTANA SECONDARY HIGHWAY 205 (FRONTAGE ROAD) MIGRATORY BIRD TREATY
10 LF GRAVEL
_ DRIVEWAY CUT N r�
a a i3' a STA 1 4+23.8 C N STA 124+65.5 D �
50.1 49.6'R STA 128+61.2 MAILBOX
STA 121+94.6 F DELINEATOR POST EDGE OF PAVEMENT MAILBOX _
TRAFFIC LIGHT POLE / 56.6R A 5A1'R 4+71.2 E CP #16 54.3'R - �--- Ol C
EDGE OF PAVEMENT - - A
24"CMP CULVERT 1 EDGE-pF i_ ,-- C
WITH FLARED END I _ ___ STA.128+84.6 r - -
GAS .ate -
SECTION t R -A.,G GAS CP A GAS m o ^CP#14
W
L EDGE WET�UiEAw 8'TAR ELEC ELEC w 8. „W PR �..ATIN�_ 6.�� 6..W SS 6..W S9 6S
/ - w - W A B..W LLl
CONC ETE PAD
DEUNEEA POT C 031L0��7 303�3 y i3 3 a 0313
--EU O '°�-� 4848 STA 124+17.3 x S
56.6'R B \ D LF G VET UN WITNESS
DELINEATOR POST J/ EX. HYDRANT ARROW BOLT //\/\ UN WITNE 5 13 LF GRAVEL DRIVEWAY CUT STA 133+38.4
ELEC.PULL BOX ELEV:4641.35 DRY 2-FT WIDE DITCH.INSTALL WA R WELL 3 LF PAVED DRIVEWAY CUT
TEMPORARY SILT FENCE ON SOUTH FND.5/8"R AR WITH 1 STREET CUT W R WELL Q
CABLE WITNESS CONNECT TO EX.SSMH SIDE OF DITCH TO AVOID WETLAND \ 'I\ 1/4"ALU NUM CAP
V
METAL COVER \`.. PER DETAIL 3/C4.0. DISNRBANCES-COORDINATE W/
1
POWER POLE STUB EX.SSMH MDT WETLANDS SPECIALISTS `I'O HYDRANT ARR BOLT M
UTILITY BOX RIM=4643.99 \ \ �1 �L.,
CONCRETE PAD WITH FL IN (SW)=4635.54(30") p� \`\A- / �P,�` O,` J ELEV.=46 F
FL IN (5 =4635.34(20")
UTILITY BO% SA�n FL IN.(W)=4638.54,(1.5") Q \i 20 20 '`
FL OUT(N)=4¢35.14(307 \i�
4
90 'b F
fJ` F
�o BOGAR jSUB I I�JON N 0 2. o� m �,p,R Seale In Feet
s
O 50 0 50 O
A F 15 0 15
Scale In Meters QI
Contour Intervals: 1 Foot
465 o � 4655
y^ti
ti
/w /
ass 4650
ef'L y�l•., y O
n. o kx
464 n. 645
ry O,vyQE �p� EXISTING GRADE ABOVE PIPE
O
464 "CMP CULVERT CR�SSIN -- - ----- - _ o 640
INSULATE LINE W/8"THICK
STA 121+9.9 % 10'L X 4'W RIGID GAS CROSSING-� GAS CROSSING
TOP=4635. BOARD INSULATION 6.5'MIN
STA 124+17.0 18"MIN CLR (TYP) \
TOP=4634.2 ELEC.CROSSINGS
463 STA 124+66.2 GAS CROSS NGS 635
11=4633.5 STA 128+83.6
TOP=4633.3 TOP=4633.3 STA 129+85.3
STA 124+24.8 TOP-4632.9 y J
TOP=4633.5 STA 124+71.5 INSTALL 1,330 LF OF 1.5"PVC SDR-21 STA 34+22.5 /^v7
TOP=4633.5 TOP=630.1
463 630 O
NMM
462 625 h�l
462 4620
461 4615
w o N N N o o w
121+50 122+00 122+50 123+00 123+50 124+00 124+50 125+00 125+50 126+00 126+50 127+00 127+50 128+00 128+50 129+00 129+50 130+00 130+50 131+00 131+50 132+00 132+50 133+00 133+50 134+00 134+50 Issue Date:05/11/2015
FRONTAGE ROAD PRESSURE SEWER LINE (STA 121+00 TO 135+00) AS-BUILT
1 SEWER PLAN AND PROFILE C3mO
C3.0 SCALE:1"=50' HORIZONTAL, 1"= VERTICAL5' 4/27/2015
#14223
�a MARK A.
CHANDLER
No. 951BES
0
oy9� 'PfCI STEQ4. �O
Sheet 6 of 9
¢MONTANA RAIL LINK RAILROAD
r � �
o z �
36"RCP CULVERT , 45 LF CONCRETE 24"RCP CULVERT -PAVEMENT STREET CUT MONTANA SECONDARY HIGHWAY 205 (FRONTAGE ROAD) F N
o
UTILITY BOX 8 g g 18 g g g g g w g
LD UNDERGROUND p�O
PHONE POST EDGE OF PAVEMENT
DE
EDGE OF LINEATOR POST C
' EMENT _
'Ey�BEDGC -- -
�''` ,)
--- --- LEC C ELEC DELINEATOR POST
+ GAS-BLOWOFF o I
S SS m SS SS—SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 1 SS SS —SS— 8 ZI
y
8"W 8'W 8"W 81 W 8" 8"W 8"W � 8.,W 8.,W 8 �I
ETLAND AREA
+ P
3Ho 3Ho
10 LF PAVED 3Ho o NDERGROUND
DRIVEWAY CUT
APPROX.LOCATIONS OF BORE PIT '� V�� / WITNESS
ExcAvnnoNs. �P����
STA 143+78.6
PC) �O j,. BARRICADES•REPLACE CLOSED SIGNS
SIGNS 58.9'R CITY OF BOZEMAN a
DAMAGED DURING CONSTRUCTION. O
P ) Scale In Feet
50 0 50 W
Q
/ 15 0 15 M
Scale In Meters +A
0 Contour Intervals: f Foot
�
/
O W R
a
»
465 650
464 645
zU
464 640 r6�/�
\ Vl
Q�?
463 BORE U DER STREAM/WETLAND. � 0 635
\ —MISTING GRADE MOVE PIPE ,byx y,6\ QI
463 GAS CRO we 630
t
ELEC.CROSSI G
O
STA 135+ .0 6
.1
TOP=4624.
462 625
STA 140+7.1 )
TOP=462.4
STA1 3+37.3 �2
INSTALLT157'OF 6"OIA 0.28"WALL TOP 4620.E
THICKNE S STEEL CASIN G.SEAL CASING IPE
462 COORDINATED
OF IVC _21 620 W
TO BE COORDINATED BORE
N
MDT WETLANDS SPECIALIST)
h+�l
461 615
461 4610
W N N N c0 r N N ul c0 r c0 r ul c0 O M N c0 O O W N M O
LJ O O m m CO CO h h h w w w
M M I"J M M M M M N N N M M N N N N N N N N N N M M N N N N
135+50 136+00 136+50 137+00 137+50 138+00 138+50 139+00 139+50 140+00 140+50 141+00 141+50 142+00 142+50 143+00 143+50 144+00 144+50 145+00 145+50 146+00 146+50 147+00 147+50 148+00 148+50 149+00 149+50
FRONTAGE ROAD PRESSURE SEWER LINE (STA 135+00 TO 150+00) Issue Date:05/1112015
' SEWER PLAN AND PROFILE AS-BUILT C3ml
C3.1 SCALE:1"=50' HORIZONTAL, 1"=5'VERTICAL 4/27/2015
#14223
o MARK A.
CHANDLER ,
y, No. 9518ES
0
oy9� kt-C I STEQ4. �O
flCl��p�
Sheet 7 of 9
m
(� � �
j MONTANA RAIL LINK RAILROAD � C_
d
8 — — 8 —8 8 8 — � 8 — � 8 — — 8
95
EDGE OF PAVEMENT _ EDGE OF PAVEMENT STA 163+78.9 K
- --- - �� EDGE OF 59.1'R LU
1 PAVEMENT _
DELINEATOR POST-/ ---- J --- o o �
C DELINEATOR POST 4620 3�
55 SS S6-ss s5-SS ss-SS s5 s5- SS-SS S- SS-�� SS SS SS-SS SS S SS S-SS 55 SS C a�
8'W 8'W 8'W 8'W 8'W B..N, I,w 8..N, 8..W 8..N, 8..W 8..W 8..W B..W N B..W B..W 8.. 8..W 8..W B..W B..W 8..H, 8.. 8"w 8"w 8..W B..W�✓
8 8
x � �� x 3Hox ^ 3Ho^ x o *�3Ho o �No 3 IIT 3Ho
� Qy'
STA 153+78.6 3 O O
58.9'R
\ Scale In Feet ,&
CITY OF BOZEMAN \ TRACT COB so o so W o
COS 473F 15 0 15 �I O
\ Scale In
er Meters
Contour Intervals: 1 Foot
a/ ��FFv►►wii//{II
r� a
464 4645
464 4640
C r7
e 463 ,Q� 4635 O
0
5 c,ci�"Gbp
0 _ `
463 cp�P � 4630
EXISTING GRADE ABOVE PIPE pJ�
et r
462 -- � � c P�y 4625
� 0p P2pp� O
STA 154+76.5 6,O�ypQ�Q-
6 �.i TOP=4620.3 .�P p0�0
462 4620
6.5'MIN - ---
(TYP)
INSTALL 1,382 LF OF 1.5"PVC SOR-21 WW
461 STA 163+77.9 4615 N
TOP-4612.4
MOM
h�l
461 4610 I
460 4605
o rn
w
150+50 151+00 151+50 152+00 152+50 153+00 153+50 154+00 154+50 155+00 155+50 156+00 156+50 157+00 157+50 158+00 158+50 159+00 159+50 160+00 160+50 161+00 161+50 162+00 162+50 163+00 163+50 164+00
Issue Date:0511112015
FRONTAGE ROAD PRESSURE SEWER LINE (STA 150+00 TO STA 164+50)
SEWER PLAN AND PROFILE AS-BUILT C3,.2
C3.2 SCALE:1"=50' HORIZONTAL, 1'=5'VERTICAL 4/27/2015
#14223
A.,
MARK A.
CHANDLER
No. 951BES
/ / oy9� �fCI STEQEp�Q+O
TRACT MDT F�l �'0
/ COS 473E
' Z771 Sheet 8 of 9
—0+11.16
(17.681) SSMH#1 STA—0+00.00 0.00 " "E
INSTALL 25 LF OF 6"PVC
— I 3 RIM:4612.85 _
f1
L J J O 1R PER COB STD FL OUT(E):4601.07
DWG N0.02730-2 _ p)
O 8.. .. .. 0 B..W ••W o B..WB..W. B..W o8"W 8" 8"W 8'W 8'WppC��}
93
4?` m 1197.27 181'53'10' --- -46
tS
4818 — _ PUMP STATION + 1. 0'
RIM:4612.83
pF n INSTALL POST AS NEEDED TO FL IN(W):4600.51 g ,y
O / INV 16"CI MOUNT ELECTRICAL BOX AND PUMP PUMP STATION + 0' CONSTRUCT PER DETAIL 2/C4.0 g
Foy �m STA 0+123 CONCRETE PAD CONTROL PANEL RIM:4612.83
0.0 K FL IN(W):4600.51
CONSTRUCT PER DETAIL 2/C4.00+16.65 ro F
(15.00'R) +04.68
(1500'R) 0
ZO�/� TRACT COB INSTALL 15 LF 7
OF 6"PVC O 1%PER COB 5TD
v O 1%
PER COB SID INSTALL 15 LF OF 6"PVC 0 M
COS 473E DWG NO.02730-2 3 n
DWG N0.02730-2
m Q o N F.61
9/ so NOTE:ABANDONED 6"AND 8"POLYETHYLENE SUBDRAIN PIPE EXISTS 0
AT APPROX.4-5 FT DEPTHS IN THE ABANDONED PERCOLATION PONDS. n Wr
THE PIPES MAY BE CUT AND REMOVED IF ENCOUNTERED. 5
Scale In Feet ` Scale In Feet
50 0 50 01. i m 50 0 50
Q o 15 0 15 7j � o.
15 0 15
Scale In Meters
Scale In Meters
Contour Intervals: 1 Foot
m Contour Intervals: If Foot
\, SR
463 630
o y,
p�.y z
462 a 625 po°p O
kp pz 6
462 620 462 620
IXISTING GRA E ABOVE PIPE
461 - PROPOSED GRADE ABOVE PIPE- 615 4615 EXISTING GRADE 615
STA 0+12.6 ABOVE PIPE
TOP=4612.4
PROPO ED GRADE O
461 6.5'MI 610 461 ABOVE IPE 610j
18" AIN STA 1+50.
C 8" ATER MAIN TOP=4607.
5.0'MIN g"WATER MIN
�2
460 O
INSTAL 650 LF OF 1.5"PVC SDR— 605 460 605
FL=4605.9 T w
18"MIN O
137'oqSDR-35 0.40R M
460 600 460 600
459 595 459 595
J>�,
,n m m �n co N N wN ww 0ro 0o ?CO C?ro -.
p �
W W N N M N M N
cp <p (O N cp [O c0 [O [p c0 cp cD cD [D (t) c0 c0
00
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 0+00 0+50 1+00 1+50 fT
ON SITE PRESSURE SEWER LINE ON SITE GRAVITY SEWER LINE Issue Date:05/1112015
SEWER PLAN AND PROFILE r2 SEWER PLAN AND PROFILE AS-BUILT C3m3
C3.3 SCALE:1"=50' HORIZONTAL, 1"=5'VERTICAL C3.3 SCALE:1"=50' HORIZONTAL, 1"=5'VERTICAL 4/27/2015
#14223
INSTALL OMNISITE SMARTEUGHT CELLULAR
PUMP ALARM(OR APPROVED EQUIVALENT)
20"OPNG AT PUMP ALARM LEVEL.SYSTEM MUST {1 £}
CONTROL PANEL
MIN DELIVER TEXT MESSAGES TO APPROPRIATE D d
CITY PERSONNEL.COORDINATE WITH CITY. MARK A.
13k" CHANDLER
(MAX.) CONDUIT SEALS(TYP) 24"X36"ACCESS HATCH , No. 951BES
JUNCTION BOXES 2"PLASTIC THREADED FLANGE VENT oy9� 'PfC1 STEQV���
NOTES: 070"CONCRETE F14",/rye pt1��
1. WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT THE PAVEMENT SHALL BE FLOAT BRACKET 6AHB ANTI-FLOAT RING
CUT ALONG A NEAT VERTICAL LINE A MINIMUM OF 12"(30-)FROM THE EDGE OF IM EL VALVE EXTENSION HANDLE
THE TRENCH OPENING. WHERE NEAT LINE IS LESS THAN 3'(0.9m)FROM EDGE 1 1/4"ANTI-SIPHON
OF EXISTING PAVEMENT OR CURB AND GUTTER SECTION.REMOVE AND REPLACE 048" 2'T.O.C.TO CL PIP VALVE,PVC(AS REQ'D) Sheet 9 of 9
ENTIRE PAVEMENT SECTION BETWEEN TRENCH AND EDGE OF PAVEMENT.
2. SEE CONTRACT SPECIAL PROVISIONS FOR ANY MODIFICATIONS TO STANDARD Fa
V612.1
TRENCH MATERIALS AND/OR OTHER TRENCH DESIGN FEATURES 18"
3. SEE O.S.H.A.CONSTRUCTION STANDARDS FOR EXCAVATIONS 10° 48 DIA.CONCRETE WET WELL. [ 'c
36"MIN. 5"WALL THICKNESS.
OPNG. HIGHWATER ALARM
10" 4600.50'
LAG PUMP ON
Rq 4599.58'
LEAD PUMP ON
REDUNDANT CHECK VALVE 4599.08' FL OUT ELEV=4605.94
STANDARD OFF in
4598.67' E
1 1/4"BALL VALVE,PVC REDUNDANT OFF dd
4 a TRUE UNION, BLOCKED TYPE 4598.17'
VERTICAL TRENCH WALLS WITH gt
�1
SHORING TO CONFORM TO O.S.H.A. C@ @1
EXISTING STREET SURFACE REGULATIONS Y
INLET PIPE f
SUBCRADE OR GROUND SURFACE GRINDER H CONTROL
PUMP P PANELlil 8
MYERS V2S 2.0 MVP-DAX2 SF HS 8
HT SA PRL FL 8 i
MYERS V25 MYERS"SRA-125-CV"LIFTOUT W/GUIDE RAIL,LIFTING �
GRINDER PUMP CHAIN,AND CHECK VALVE
�ET
SLOPING,BENCHING, SUPPORT
SYSTEMS IN THIS AREA
TO 2 PUMP DETAIL
CONFORM TO O.S.H.A REGULATIONS
TO CONFORM
AS SPECIFIED INSTALL DETECTABLE WARNING TAPE 18"(45an) SCALE: NTS
TO CONFORM TO ATIO S MAX.DEPTH C4.O
REGULATIONS
TYPE"A",OR"B"TRENCH SELECT TYPE 1 BEDDING
BACKFlLL MATERIAL PLACED IN 6"(15cm) EXISTING MANHOLE
LAYERS AND COMPACTED
A
6"(15cm) EX. FLOW OUT-30"CONCRETE PIPE
TYPE 1 PIPE BEDDING PLACED IN —
6"(15 cm)MAX.LAYERS AND SECTIONF 5'-0"I.D.MANHOLE RISER
COMPACTED THOROUGHLY
- ELASTOMERIC SEAL,ADEKA SEAL OR APPROVED EQUAL EDGE OF MANHOLE BASE
a AVOID EXISTING " 4
�= MANHOLE STEPS
TYPE 2 PIPE BEDDING WHERE 4"(1 Ocm) - �$ HE AT
REQUIRED FOR SOFT OR Z
5 MIN.
UNSTABLE FOUNDATION N1D =O.D.OF W 26
TRENCH 1k"PVC 20"CONCRETE PIPE FROM SE 2 yV
PIPE PLUS 2'(60 cm) FL=4638.54' FL=4635.34' U
MIN.TRE NCH WIDTH 30"CONCRETE PIPE STEPS
=T3.5'HE(1,1 m) 6 Inr
30"CONCRETE PIPE FROM SW FL=4635.14' �7j U EX.FLOW IN-20" O
FL=4635.54'�, .� CONCRETE PIPE
FLOW I FLOW V S
� NEW 1.5"PVC SS FORCE MAIN PIPE v`
-� APPROXIMATE
NOTE: DISCHARGE INLET SHALL BE EX.FLOW IN-30" NORTH FOR
6"ABOVE CROWN OF UPSTREAM 30"PIPE CONCRETE PIPE MANHOLE ORIENTATION r 1
TRENCH DETAIL 3 FORCE MAIN DISCHARGE TO EXISTING MANHOLE O
C4.0 SCALE: NTS C4.0 SCALE: NTS
PVC SCREW PLUG FOR
ww FGz�
INSTALL PLUMB WITH NEW HYDRANT,MUELLER PRESSURE APPLICATION �2
PUMPER NOZZLE SUPER CENTURION 250 OR
FACING STREET WATEROUS PACER O
ADJUSTABLE SCREW TYPE PRESSURE SEWER
1.5"COUPLING SOLVENT VALVE BOX WITH LID CLEANOUT ASSEMBLY-SEE rTl
MIN.4'-0"CLEAR ALL AROUND WELD x FEMALE SCREW DETAIL THIS SHEET. LOCATE h+l
(TREES,HEDGES,BUSHES,ETC.) PER FIELD STAKING N
ELEVATIONS AS O
SHOWN ON PLANS OR
0.2'ABOVE TOP OF O .�
CURB GRADE
ADJUSTABLE SCREW TYPE CONNECTION AT PRESSURE
VALVE BOX WITH LID LINE WITH TEE OR WYE
CONNECTION PRESSURE
GROUND LINE LINE WITH WYE
FLOW
PVC PRESSURE SEWER
1.5°PVC PRESSURE SEGUE
MIN.6.5'COVER PRESSURE SEWER CLEANOUT
EXTEND CURB BOX TO GRADE ASSEMBLY-SEE DETAIL THIS SHEET.
UNDISTURBED EARTH 7, 's'T� '; FLOW LOCATE PER FIELD STAKING
- "
R•qs. 1.5°ECCENTRIC PLUG
VALVE(SCREWED) V/ w
-' 1.5"PVC NIPPLE LENGTH TO FIT
TO MAIN LINE
*CONCRETE THRUST 1.5"COUPLING PACK JOINT
*MEGA-LUG OR APPROVED EQUAL BLOCK 1.5"PVC 45'BEND
JOINT RESTRAINTS MAY BE USED IN x v�Y
LIEU OF CONCRETE THRUST BLOCK - yy"h"., `.wa'' AT TEES OR BEI•D8 1N_LtE Issue Date:05/11/2015
.`S '.,. yti?'kyyk';y� G.•��S;,.Xy` y. JOINT AS REQUIRED FOR 1.5"PVC CLOSE NIPPLE
„+ ''k"„K:,`nu•„ - y 1,+ PIPE SPECIFIED
MIN. 1/2 CUBIC
YARD IN.
GRAVEL 1.5"PVC WYE WITH END CAP
1.5"COUPLING PACK JOINT
FLANGE JOINT NEW 6"AUXILIARY CATE VALVE 1.5"PVC NIPPLE LENGTH TO FlT
4 HYDRANT ASSEMBLY DETAIL 5 1.5' CLEANOUT AND VALVE ASSEMBLY ELEVATION 6 PRESSURE SEWER CLEANOUT PLAN C4mO
C4.0 SCALE: NTS COB STD DWG NO. 02660-4 C4.0 SCALE: NTS C4.0 SCALE: NTS
#14223