HomeMy WebLinkAboutO'Dells Appliances MARK A
LEGEND NEW WATER SERVICE rCHANDLER
(R) RECORD DISTANCE OR AZIMUTH BD ih NO.,O6TBES
(M) MEASURED DISTANCE OR AZIMUTH O lK
s' t'G STER _
• FOUND 5/8 INCH REBAR WITH 1 1/4 INCH
PLASTIC CAP MARKED(GASTON)DR AS NOTED `
A
"(NA) PROPOSED SPOT ELEVATION -- Sheet 1 of 1
20.00 BUILDING TIE DIMENSION 4 STANDARD BOLLARDS
\ o
TRAFFIC FLOW - EXISTING EDGE OF PAVEMENTCi m
e/ im
-- - ---- ABANDONED 20" SS LINE
DRAINAGE DIRECTION
EXISTING FIRE HYDRANT - _ _ _ I �(�" S$ LINE Z� �
DkoO `:D+�o y=0+ 0 _i+ 0 --- - r+ (r - 2+41 — j''�z+eo '` �291
MINOR CONTOUR UNE \. - - - -North Rouse Avenue_ - - --- '
5'CURB TR SITION _.._ rrr'W"W"W d3^fl- MAJOR CONTOUR LINE - PROPOSED_CU_R IIk GtUUTTER \ -�
PROPERTY LINE L V D ---- - jYS - _ 4' BOULEVARD Q?p V�
ADJOINING PROPERTY LINE �. 77
5' CONCRETE SID WALK S /+'c RB Box 5' CONCRETE SIDEWALK 3 2p p W
EASEMENT LINEOp0 3
PROPOSED CONCRETE CURB 3/4'CURB
PROPOSED SWALE/RETEN11ON POND CONTOUR
EXISTING WATER LINE - 3
PROPOSED WATER LINE SIDEWALK TRANS1110N / 8 ,G G �JP�
\\ EXISTING ASPHALT s y{ W
EXISTING SEWER'_INE r 5' SIDEWALK TRANSITION
PROPOSED SEWER LINE L \\ 1q•. ��_G r/St.Jy�O r W
ro
a pPJ��FQQa
i aV Jlk
,P�
o0 6Pd� d��y'Fo?�dti�ot�ti W Cw!)
,ry°`• °-�+ ?vim�yJP? L1" rwt 00�.
d•JPOP?Pr �,`'�WATER MAIN EXTENSION PROFILE •- °` p( x
0�to Cz d;"y
SCALE: (1"=20'-0"HORIZONTAL) (1'=5'-0" VERTICAL)
cy
3 0
z
NORTH ROUSE AVENUE
4700
Seat# /n Feet 20
I 6
Smite /n Meters 4695 `.k/SANG GRADE&P 1 3/4" WATER SERVICES
ROPOS£D GRADE
d b E 1-2'PINK BOARD INSU A nON — LT R T
z 0+15 0+34
+80
4690 - 2 - 1
= 1+82
'w
V) Vw�
GENERAL NOTES
1, ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND SPECIFICATIONS, 4685
65 Lf OF B'CLASS 51 DIP WATER MAIN
2, NO CHANCE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE 274.
MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN
ENGINEERING DEPARTMENT.
3, PRIOR TO THE PRECONSTRUCTION MEETING.THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND THE CITY OF BOZEMAN.WORKING DRAWINGS.SPECIFICATION SHEETS,ETC.. 4680 z
FOR ALL EOUIPMENT AND MATERIALS TO BE USED ON THE PROJECT,
INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL 0+00 0+40 '!I F'' 1+20 1+60 2+00 2+SIC 2+
EOUIPMAND STREET IMPROVEMENTS BY THE ENGINEER (APPLIES TO PUBLIC SEWER/WATERMAINS
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF AIL BURIED UTILITIES PRIOR TO THE
BEGINNING OF CONSTRUCTION.
5, THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS
PRIOR TO BEGINNING CONSTRUCTION.
6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. O+?/100P��
p �,� PfO rim 4n
7, TRENCH BACKFILL SHALL BE TYPE A,FOR ALL AREAS TO BE PAVED V 'K•.4.,� � �1� 1 '��' W
Cp. `3d'' -�d' ?i�' '�. ''C'S1 �.•�1 Q�' An 2-_••lQ',�0 I�'
B. THE THE BUILDING INSTALLATION
THE RESPONSIBILII'r OF THE OF THE SANITAR, SEWER SUTIU TY CRVICE ONTRACTOR NES FROM TIiORETHIS PROJECT,ASEMENT LINE TO Ox /GP� �0 vj0,,�0 1• P P4'9P' JP� O p�'3y y0 '<y o��• �j N
�praai s v ?/ }1 ,yQ P6 y 4. ,y p6 ` �� p6 ��d° ♦ p�P
9 CONNECTION TO THE EXISTING 20'SANITARY SEWER LINE WILL BE MADE BY THE CITY OF BOZEMAN F. ,y. p./ O y oh' + 4 �1��6 �./'�'� O' ♦41j1' 0 o
v i�' ,y.:0PP6 �P �•i P ` p OQ` �•i `�p O;'y 1'
SEWER DEPARTMENT AND THE SERVICE LINE FUN TO EDGE OF EASEMENT AT THE OWNERS EXPENSE
10 ACCORDING TO CITY OF BOZEMAN REGUIREMENTS.APPROVED DOUBLE CHECK BACKFLOW �, /, %" `� Q 'C Sx p ~ O.�� q1L' ►6 Qp%�. # 1':/�O JP
PREVENTION DEVICE MUST BE INSTALLED BY THE OWNER FOR ALL FUTURE BUILDINGS
II THIS PROJECT WILL BE CONSTRUCTED IN ACCORDANCE WITH*MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,
4TH EDITION.JANUARY 106 AND ADDENDUM NO,1,JUNE 1.1098.AND ADDENDUM NO.2.MAY B.2D00'
(SECTION NUMBERS WITH MPW PREFX).AND-OTY OF BOZEMAN MODIFICATIONS TO MONTANA PUBLIC WORKS STANDARD VHF. S6Z,
SPECIFICATIONS.4TH EDITION.MAY 1997,ADDENDUM NO 1,FEB 1998 AND ADDENDUM NO 2,MARCH 2O00." 4700
BENCHMARK
v_
BENCHMARK. TOP OF NAIL(EAST SIDE OF LOT 3.SOUTH OF LINE
BETWEEN LOTS 2 A 3) 4695 "Al,GRAD£ - -
FIEVATION-469754 FEET(CITY Of ROZFMAN DATUM)
LEGAL DESCRIPTION
TRACT 29.NORTHEAST ANNEXATION 4690 I- y
< a a Drau mg Date: 6111102
LOCATED IN THE SW 1/4.SE 1/4 OF SECTION N m' r IYl lo f
T.15..R.BE OF PM.M,GALIATIN COUNTY MT EXITING ai ri r "'
••NOTE:TRACT 29 WILL BE SUBDIVIDED INTO 3 LOTS. GRADE a a a d
LOTS 1, 2 A 3 RESPECTIVELY
4685 AB2
0+00 0+40 0+80 1+20 �� - 2+00 2+40 2+80
r_-�TOP OF CURB PROFILE
C2 SCALE: (1•=20'-O"HORIZONTAL) (1•=5'-O" VERTICAL)
f/Oi I'-