HomeMy WebLinkAboutFlanders Mill Subdivison Block 12 Utility Relocation Plan 1
OF MONTgN9� �
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LEGEND I i
I I o MARK A. �o
OD I I o CHANDLER
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i 4,860 SF OF EXISTING ASPHALT � INy�O. 95 BES,
EXISTING SPOT ELEVATION I � o . .
TO BE SAW CUT AND REMOVED FOR P 29 F�/CEt�S�NO PLO
x(100.00) PROPOSED SPOT ELEVATION "
SERVICE LINE CONSTRUCTION. BACK LL
P POWER BOX TRENCHES WITH TYPE A COMPACTED FILL. REPLACE NEW 4" SANITARY SEWER M l
❑ EXISTING P 1 1 I I m I G/NEER P
I 6" CRUSHED GRAVEL AND DEMOLISH D SERVICE TO BE INSTALLED
�_.I....� EXISTING TELEPHONE BOX ASPHALT SECTION ACROSS RYUN SU WAY
FROM CURB TO CURB. MATCH EXIST G 3" EXISTING 1" WATER SERVICE AND CURB U_ U-) N to m
j % '0 3% STREET CR WN AND
LF:-) EXISTING ELECTRIC BOX ASPHALT THICKNESS,
i O STOP TO BE ABANDONED AND REMOVED o s
o f J EXISTING GRADES. REPLACE 180 LF F CURB A 0 rn rn Sheet I o
GUTTER ON EAST SIDE OF STREET. V J I N o ~oCo
EXISTING SANITARY SEWER MANHOLE J o J
EXISTING 4" SANITARY SEWER SERVICE III I I ! a)
EXISTING FIRE HYDRANT _ I Ui i j LINE TO BE ABANDONED IN PLACE �"� I 0 ' I U m m
4 NEW 1" WATER SERVICE AND CURB STOP C
NEW 4 SANITARY SEWER SERVICE TO BE W O � C to a
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m Lon
cra EXISTING WATER VALVE INSTALLED PER C.O.B. DETAIL 02730-2 (TYP.) C Z I C Co
EXISTING CURB STOP I I v
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I EXISTING 4" SANITARY N' UTILITY CULVERTS TO REMAIN * * > v o v
(� EXISTING POWER POLE SEWER SERVICE TO REMAIN
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c/ _....... I._-- �� _ ... o m a
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f � X
80.00 :— I m m c
o: EXISTING LIGHT POLE
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PEDESTAL
PEDE _-.. _..-
(5] PROPOSED LIGHTING EQUIPMENT _.._.. - _- ----.__... ,_._........__ _� ---._......�_..._ Q
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.. ...... ._...._—....... _... ......_ ...... ......
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PROPERTY BOUNDARY LINE * * -^ --
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- V. _.._ - ..__.-_....... v
_ _._ _ ...... _ - - -
SURROUNDING PROPERTY LINE -_.... - ..... _ I I _- I m
SETBACKLINE —. . fi"ss —...... — a'ss —..�._....— ss �...: ss a„sS . .. a,s ......._._._ —_.. a.,ss .......-�_ a'S5' ........ a,.ss -.. r __-_ .- - -- - ....... I __....... _ I N L
EASEMENT LINE -� �-- L +} - a - a - a - ss - a _ _ _......_ t -
f^ N I — _ RY,UN SU tof. #� — U
az....--..._. a.. L__...... — s" ...... ....... ?y ...._ —...... a„w ....... 8 W —... r —_.... 8 O � � 0� 's
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x - x _- EXISTING FENCE I _......._ ...._._ _ _-— w - w __ -- s'w — — s"w — a"w al'w a"w _...... -....._ 12"w — � ,.w — — 2"w
- _......._ W
OVERHEAD ELECTRIC LINE - --.... _.. I
oH�. EXISTING - - - - __ _
-
i � -�s;.
. uGE -- EXISTING UNDERGROUND ELECTRIC LINE _ ._ _
I —........—_ ..._... __ —..... ___.. r'... 8 2 N
— __.. —.. — - - —-. �...... I o I W
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_................- GAS .................._. EXISTING G GAS LINE ._� - -- ..... ...... ... -.__._.-
EXIS __..... --...__ _ _ - -- - __ O
m
uG7 EXISTING UNDERGROUND PHONE LINE I j 15.00 15.00 ( 12.00 25.00 EXISTING ON I
w PROPOSED WATER SERVICE RENCH��i 19.36 - -
TOP OF HYDRANT ARROW BOLT 19.36 18.75 E DETENTION POND n
ELEVATION = 4753.18 (ASSUMED DATUM)i 2 .00 J
p I
14.00 d
EXISTING 4" SANITARY SEWER I I /
EXISTING 1" WATER SERVICE w SERVICE TO REMAIN
00 9 AND CURB STOP TO REMAIN � I i
r" Zen I o o EXISTING 1" WATER SERVICE
U, J �I
`I ,_ AND CURB STOP TO REMAIN
i
I Z EXISTING 4" SANITARY SEWER vi N vi < U_ U_
I SERVICE TO REMAIN Q o
O N N O o
rn I J Lq o OJ v O
rn
EXISTING 1" WATER SERVICE AND CURB
STOP TO BE ABANDONED AND REMOVED
r
EXISTING 4" SANITARY SEWER SERVICE NEW 1" WATER SERVICE AND CURB STOP
PROPOSED ELECTRIC LINE TO BE ABANDONED IN PLACE
SERVICE METER ( /PER C.O.B. STD. DETAIL 02660-6 (TYP.) i Y I
EXISTING 4" SANITARY SEWER
EXISTING 1" WATER SERVICE AND CURB It
SERVICE TO REMAIN I I 1
STOP TO BE ABANDONED AND REMOVED EXISTING 1" WATER SERVICE AND CURB g I 1 z
•
NEW 1'« WATER SERVICE AND CURB STOP OS J STOP TO BE ABANDONED AND REMOVEDm .-- --
.
Scale In Feet
EXISTING 4' SANITARY SEWER SERVICE
____--- ..-.... . --
__-� LINE TO BE ABANDONED IN PLACE ----
30 0 30 _.._ ._..._
9
NEW WATER AND SEWER SERVICES ON LOT 6A �
9 0 MOVED TO NON STANDARD LOCATION AVOID _ ` .--
Scale In Meters CONFLICT WITH EXISTING UTILITY CULVERT
...._. ,.,__. -- _ _ _._ _ r
...._._..,.._....._,. _
FERGUSON AVENUE
- - -- - c — _
— -_-. ... ....... ...... L...... z
s 0
__ ......_.-_........_..___.....___......_�._._......._.�.__......._ _...�..... _ ____--_ _ .
1 BLOCK 12 OVERALL PLAN
C1.0 SCALE: 1"=30'
v i i i u I�
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BENCHMARK GENERAL NOTES Ctf
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HYDRANT ARROW BOLT ON THE NORTHEAST CORNER OF THE 1. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE -
INTERSECTION OF TANZANITE DRIVE AND RYUN SUN WAY. WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND HE CITY OF BOZEMAN GALLATIN COUNTY
18 FEET ASSUMED DATUM ENGINEERING DEPARTMENT. � REGIONAL PARK N
ELEVATION - 4753. ( ) O
2. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SH LL SUBMIT TO THE o
DATUM NOTE ENGINEER AND THE CITY OF BOZEMAN, WORKING DRAWINGS, SPECFICATION SHEETS, ETC. FOR z
ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE L [�
TO CONVERT ELEVATIONS PROVIDED IN THIS PLAN MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMEN AND MATERIALS BY THE
SET TO NAVD88 DATUM, ADD 2.08' TO ELEVATIONS ENGINEER. PROJECT
SHOWN HEREON. 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING
OF CONSTRUCTION. OAK ST
LEGAL DESCRIPTION 4. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED A LEAST 24 HOURS PRIOR TO Q
BEGINNING CONSTRUCTION.
BLOCK 1 T. FLANDERS MILL SUBDIVISION, PHASE 4 5. TRENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS WITHIN THE RIGHT OF WAY.
SEC. 3, T. 2 S., R. 5 E. OF P.M.M., 6. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT HE PROJECT MEETS ALL OSHA o TANZANITE D
CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA REQUIREMENTS AND THAT THE SITE MEETS ALL APPLICABLE SAFETY REQUIREMENTS FOR HIS �
EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED BY THEENGINEER. 3
7. PROPOSED GAS, ELECTRICAL AND COMMUNICATION LINE LOCATION ARE APPROXIMATE. FINAL
SPECIFICATIONS SERVICE LINE LOCATIONS ARE TO BE COORDINATED WITH SERVICE PROVIDER AT THE TIME OF
S APPLICATION FOR SERVICE.
ALL CONSTRUCTION SHALL CONFORM THE FOLLOWING SPECIFICATIONS WHICH ARE HEREBY SANITARY SEWER NOTES
INCORPORATED BY REFERENCE:
1. MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, SIXTH EDITION (APRIL 2010)
2. CITY OF BOZEMAN MODIFICATIONS TO MPWSS SIXTH EDITION INCLUDING ADDENDUM N0. 1 (AUG 1. UNLESS OTHERWISE NOTED, ALL SANITARY SEWER SERVICES ARE BE 4" SDR 26 PVC INSTALLED
2013), ADDENDUM NO. 2 (APRIL 2015), AND ADDENDUM NO. 3 (AUG 2017). PER C.O.B STD. DWG. N0. 02730-2.
WATER NOTES ® � Issue Date: 06/06/2018
1. UNLESS OTHERWISE NOTED, ALL WATER SERVICES ARE TO BE 1" T PE K COPPER PIPE INSTALLED ® ® ® m
PER C.O.B. STD. DWG. NO. 02660-6.
2. WATER SERVICE LINES TO BE TERMINATED SHALL BE PLUGGED WITH A CORPORATION PLUG AND THE
CURB BOXES SHALL BE REMOVED
2 VICINITY MAP
�-O SCALE: NTS c1mo
AS-BUILT
06/06/2018
#14500