HomeMy WebLinkAboutCottonwood Silos COTTONWOOD SILOS
STREET AND STORM DRAINAGE IMPROVEMENTS
BOZEMAN, MONTANA
SHEET INDEX
Cover Sheet: Notes & Details
Tamarack St. � s,\ Sheet ST1:� so Story Hill CHURCH AND COTTONWOOD STREET IMPROVEMENTS,
�❑� 51 - �� \R ` S DRIVEWAY, WATER, SAN. SEWER SERVICE LINES
�❑❑❑�� PROJECT: S
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c 7 Villa St.❑ u r a �/ o�� �Q
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TYPICAL CROSS—SECTION OTC �Olip—I❑��❑ID
� NORTH CHURCH AVENUE � �L❑J❑� , e �°
obcock St.
11.5 -18.5 8 1 . 11.5� ❑�m ��❑ • b
live St.
3 ASPHALT PAVEMENT MIN5
VARIES-+� 5� ' i ° a ❑ U O Q '°9
EOA € cvni:s sc E u sg i GENERAL NOTES
3% 2X o o c to 1. UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND ARE NOT TO
MCAdow `6 °� BE CONSIDERED COMPLETE. THE CONTRACTOR SHALL VERIFY THE LOCATION
' I I CITY STD, ♦" THICt OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION.
- 6'. I"-MINUS CRUSHED GRAVEL 5'WIDE SIDEWALK THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITY LINES DURING
9%6"-MINUS SELECT SUB-BASE GRAVEL CONSTRUCTION. ALL UTILITY LINES DAMAGED DURING CONSTRUCTION
CITY STD.CURB @ GUTTER ACTIVITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE.
SEE STD.DWG.No.02528-1.
2. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND THE
VICINITY MAP MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, FIFTH EDITION, DATED
MARCH 2O03, AND THE CITY OF BOZEMAN MODIFICATIONS, MARCH 2O04.
3. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS
SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER
TYPICAL CROSS—SECTION AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT.
EAST COTTONWOOD STREET 4. A PRE-CONSTRUCTION MEETING SHALL BE HELD PRIOR TO COMMENCEMENT
OF WORK. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER
R/W WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT AND
MATERIALS TO BE USED ON THE PROJECT AT LEAST ONE WEEK PRIOR TO
St' THE PRE-CONSTRUCTION MEETING, INSTALLATION SHALL NOT BE
30.o MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND
MATERIALS BY THE ENGINEER.
5. THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT SHALL
EDGE OF
90 20.5 —7.5— s+ it BE NOTIFIED AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION.
( VARIES
ASPHALT ` VARIES 3>< EOA� 2% 6. TYPE 1 TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION
C
OF THE CONTRACTOR.
7. PROJECT BENCHMARK: ARROW BOLT FIRE HYDRANT #964, AT NORTHWEST
EXISTING SIDEWALK 3•ASPHALT PAVEMENT MIN, �•-�- _ CITY STD.a° THICK CORNER OF EAST COTTONWOOD STREET AND IDA AVENUE, ELEVATION =
ALONG PORTION OF
E COTTONWOOD ST. 6-,1--MINUS CRUSHED GRAVEL 5'WIDE SIDEWALK.
4757.27 (CITY OF BOZEMAN DATUM)
9".6'-MINUS SELECT SUB-BASE GRAVEL CITY STD-CURB&GUTTER 8. ALL CONSTRUCTION SHALL MEET APPLICABLE OSHA SAFETY STANDARDS,
SEE STD,DWG,No 02528-I
9. THE CONTRACTOR SHALL REPAVE ALL AREAS OF EXISTING ASPHALT REMOVED
DURING CONSTRUCTION ACTIVITIES. MATCH EXISTING PAVEMENT THICKNESS.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY AND SAFELY FENCING
ALL OPEN EXCAVATIONS. THE FENCING SHALL BE MAINTAINED BY THE CONTRACTOR.
TYPICAL CROSS—SECTION 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE CITY OF BOZEMAN
PUBLIC ACCESS DRIVEWAY FOR INSPECTION OF ALL SERVICE CONNECTIONS BEFORE BACK FILLING THE TRENCH.
- 20
3"ASPHALT CROSS SLOPE VARIES FROM
PAVEMENT IX TO 3X SEE PLAN
CONSTRUCTED'CATCH CURB-
- -- ON BOTH SIDES OF ALLEY
As-Built Drawing
6 1'-MINUS CRUSHED GRAVEL
CITY STD.CURB 9'.6'-MINUS SELECT SUB-BASE GRAVEL
k GUTTER.
Rocky Mountain Engineers
RAY H. CENTER
A5 5653 ES
Civil Engineering & Land Surveying 9
1700 West Koch Street, Suite 7, Bozeman, Montano 59715 (406)-586-4859yEpq
UNLESS SIGNED SEALED,AND DATED.
DRAWING FILENAME: /1189-Silos-As Built.dwq 08/22/2007 THIS IS A PRELIMINARY DRAWING SET. O
REMOVED AND DISPOSED OF
EXISTING ASPHALT PAVEMENT
MILLINGS WITHIN THE STREET
MAINTAIN AND DO NOT DISTURB PAVING SECTION
EXISTING ASPHALT PAVEMENT STA. 5+36.76 REMOVED EXISTINI,
MILLINGS NORTH OF STREET DROP INLET AND INSTALLED 36- ADJUSTED WATER
PAVING SECTION. STANDARD STORM DRAIN INLET VALVE BOX RIM
REP AVED EXISTING STREET FROM AND CASTING PER COB STD
CURB AND CUTTER TO 29.5' (COB STD DWG No, 02721-2) DWG No 02213-2
NORTH OF THE BACK OF CURB ABANDONED EXISTING SS
ADJVSTED WATER ALONG COTTONWOOD STREET
$ER VICE LINE PER CITY -•_� _
VALVE BOX
RIM OF BOZEINAN STANDARDS r '9TA.6,65 INSTALLED -
PER COB�1L ` - "��- _.
--"OWG�02213 2 _.
r�-,r,@ - - ---_- CONNECTION WYE FOR b
�- ----..-(- J s - '" - SANITARY SEWER SERVICE
1-,'R 43B'7fi
I1"1 I)A13'(1(1D l i ET'I ASPHALT ,� TO BON TON BUILDING ASPHALT
SEWER ERVICE 15'RADUS
WATER SfRWCE O�
HIGHSTA.1+56 98 TYP 16EE TABLE) TYP(5 TABLE)
HIGH POINT -
PC t+42 1t D -.-2+�0 -- - -
1 15'RADIO
15'RADIUS ' DRAIN ' E%I V „T_FM
STA 1+10.10 REMOVED -, •' - _., � � '} yt � r DRAW GRATE AND P1'%
EXISTING DROP INLET AND SSr -J _ s'lY 1' -•'_i SS I �I1ALLEDPEbES I CATCHEXTEND BASN n n_'n
INSTALLED I36"N STANDARD f #r" J� --RAMP"' '
STORM DRAIN INLET AND �L._� _ 1' - 7' N.RAMPS �PT c 5+60.76 ASPHALT EAST COTTONWOOD STREET EAST COTTONWOOD STREET
CASTING. I_ LLED SWAN RAMP -' - '�(yB STD OWC No� 3329-8) IS'RADIUS 3/4"WATER SERVICES,CURB STATIONING 4'SANITARY SEWER SERVICES,CURB STATIONING
(COB STD DWG No. 02721-2) 1 y ll 1 B.O.C.Si1TION APPRO%.LENGTN
Q2529 B �� H-,1i *{ STA. 0+70 INSTALLEDAPPRO LE
�I I REMOVED REPLACED CLEANOUT PER C.0.8.
STA P�!152rj FRO INGTH
M« EXISTING SI 1+64.2 19.5'RT 26' 1+76.0 19.5'RT S8'
I STD DWG No.02730-a 1+97.3 13.0'RT(E%ISTINC SERVICE) 20' 2+07.5 14.3'RT(E%ISTINC SERVICE)31'
` 1 PVC TIO 4"'. ,INE .. .
STA-9+SS- G - I --REMOLD EX APPROACH.
2+63.3 19.5'RT 26' 2+68.5 19.5'RT 36'
PVC PpC"TNG/"U A, .�� DRIVEWAY APPROACH, 3411.5 19.5' RT 28' 3+65.2 19.55'RT 38SANIT;Y SRNCE� INSTALLED CITY STD.CURB 3+62.0 19.5' RT 26' 3+85.2 19.3'RT 36'
INSZ'A11ED 4' OUT ON 4" AND CUTTER,RESTORED 4409.3 19.S' RT 28' 4+26.1 19.5' RT 36'
ASPHALT IP SPH LT T UTTER L 0 G 4+ 19.5'RT 36'
• 76 2
�i CCA�EE I` + 1 . 'RT 26'
' SERWQE LINE,POt GO.B $[ 4 14.0 95
- DWG.No.017 DONE. TOPSOIL BOULEVARD, 5+14.0 19.5'RT 28' 5+26.9 /9.5'RT 36'
EXISTIN;5 E LN P R -
_ _ STA. 1+39.12 INSTALLED
STA.0+11.29 CENTERLINE 20'VABE
BOULEVARD ALLEY APPROACH I --- +40 1+60 M 45•BEN SAND
DETAIL BOULEVARD
ALL SECTIONS) CLN DWT o., 2730
S DWG.No.027}0-4- ASPHALT
(COB STD DWG No.02529-7A) <
+6C 2+40 259 L ASTM 3034, I -----
0+00 0+80 L_--_--
SDR}SIB'PVC PIPE -
'- - O 1.7%SLOPE. J RELOCATED EXISTING
POWER POLE
ASPHALT .
ASPHALT
I L__
CENTERLINE 20'WOE BOULEVARD ALLEY
APPROACH DETAIL(W/FLAIR SECTIONS)
NOTE: (COB STD DWG No.02529-7A)
Stole: 1"= b'
SNOW STORAGE AREA FOR THE
ALLEY LOCATED WITHIN THE REAR 7 20 40 80
YARD OF EACH LOT.
ALL TREES MUST BE AT LEAST 10
FEET FROM ANY PUBLIC UTILITIES
OR SERVCE LINES.BON TON BUILDING SS SERVICE: As-Built Drawing
CONTRACTOR SHALL OBTAIN CITY
SEWER SERVICE PERMIT FROM THE
BUILDING DEPT. AND NOTIFY THE
DEPARTMENT FOR INSPECTIONS
4768- -- _ 4'61
90 51
4776 - - - �� N DR VEWAI NOR H CURB I STA= 3+5948 ,^ .^
4776 40.00'vC P ELEV-4759 48
CHURCH A ENUE 8= ge 6 6�
COT ONW OD STRE�T CURB o. - a. +: 4764
CURB 2000'VC
s�
306s --- -------- - ----- - . +p
--- _-- - +•
4760'r 0.75X-__ 4760
4768
- -- 4768 PW STA-0 20
- - --o--,..- g
PW ELEV-4 61.71
8$ cR It
+v 24.00'VC
DAT
UM scsv
tl B Q 4758.00
YI b m O
r
-- _1. 0+00 0+80 1+60 2+40 3+20 4+00
4760 _ �.50% - T--. -- 4760
4768 4768
P STA-}+91. 5 nog
-- -- 4O.W VC 1.07E-1, PI I ELEV-4759 B8
DRIVEWAY S UTH CURB g
nIn
-- HNIH POINT ELEV 4756.91 s^ ge S >
M POINT STA 5+48.76 + E m - 4764
PW STA 34 44,76 y� o{Y1 N w 20,00'VC
PW ELEV.4 .97
i
__ --
4752 - + 4752 _ - -0J57E o+n
PON
4760 `_ A
+ 4760
PW STA-0+20 _ <I,'Sx
PVI ELEV= 4762.11
DATUM 6lSV
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0+00 0+80 1+60 2+40 3+20 4+00 4+80 5+60
DESIGN BY: DATE DRAWN : : 0+00 0+80 1+60 2+40 3+20 4+00
NT - RA BY DATE (�VWnn M rn
Wl,
1i'+T RHC 03/06/2006 AOR 03/08/2006 DRAWING SCALES: @W@W
Rocky Mountain E n g i n e e r S, P.L.L.C. � {z% RE CiONS DATE CHECKED DATE PLAN VIEW: HORIZONTAL 1" = 40'
RAY H,CE City Letter 07/10/2006 CONTOUR INTERVAL: 1' U�W���
5853 ES 6/28/2006
Bon on ss o9/u/zoos
Civil Engineering & Land Surveying ��L + PROFILE VIEW: HORIZONTAL 1" = 40'
r`
i
1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 " =`�4FfR �?�' DRAWING FILENAME: /n89-Silos-As Built.dwg OS/22/2007 VERTICAL: 1 4'
14a�A.E.1i0..