HomeMy WebLinkAboutHastings Shopping Center REPLACE EXISTING 9DEWALK, j--
WRB AND Cl AS PER bIl
OF BOZEMAN STANDARD
SPECIFICATIONS
HASTINGS SHOPPING I _O LNG CENTER I MH,N0430 .COB IDS
STA 2+55(D.OD)
Ib�; RIM Elev. 4796.70
..-f Inv.OUT 4785.61
1 Inv.IN(S)=4765.64
!�PVC$DR SEINER MAIN Inv.IN(W) 478591
SEWER MAIN EXTENSION IMPR O V�VIENTS - - - y7�7t CDR r°EXISTING H E BASE °RA M
- -. �_�O TC� -C�t' t-�49N1 �'t� .•II,I CAT ORE W N NCT MANHOLE BASE
l' - - `I CHECKED BY. GG
AND INSTALL FLEXIBLE
WATER-TIGHT JOINT WITHIN 12'
OF MANHOLE. DRAWING DATE. JAN 30, 2004
REVISION DATE. N 1 JU E 2.2004
SoEt
- 35 PYG
P.MH#I tj OE B1 - J
sm.o+00(D.00)
RIM Elay. 4791.74.
1 x,,.l. �. In,OUT=4788.93
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--e« nca'�'o f I r aas EXISTING UTILITY CROSS9NG, W F vl
CONTRACTOR SHALL VERIFY G
AND'DCAnoN
- UTIOTY COMPANY. I�y ti o tl
�_ 4•=4 40.PVC.SEWER SERMCE ONE o
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8.
PROJECT SITE Nm
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q� li ii N SEWER LINE PLAN VIEW
II SM-ALIGNMENT, Sta. 0+00 - END
SCALE: 1" = 50. �2
$II
�p Oslo - - - -
�I PROVIDE NON-SHRINK OR
N
�ROWABLE FILL IOR
BACKFILL IN 15TH AVENUE
480 t 0 FlL.
VICINITY MAP _ ,_F,
1 SCALE: NTS LEGEND L,j
DRAINAGE FLOW DIRECTION
CURB AND GUTTER _�` E
------ SPILL CURB 4795 INSULATION,0 - O \ Q
SEINER ILLNNE \ T l E
- NEW SIDEWALK rHAWSRGoLESR 1�11
NEW ASPHALT /
GENERAL NOTES Elev. AT TOP BACK CURB -: a� 51 TILIT,'CROSS TO
Elev. AT TOP OF ASPHALT CONTRACTOR
DEPTH
EXISTING CONTOUR MINOR 4790 DEPTH=481• N1 H urLlrT r ZQ
COMPANT V Q
EXISTING CONTOUR MAJOR Z
A. ALL CONSTRUCTION WILL CONFORM TO DIFI A TI PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS), 255,o0LF
FINISH CONTOUR MINOR O p,400X SLOPE
FIFTH EDITION, MARCH 2O03, & COB MODIFICATIONS TO MPVSS. �• iONTOUR MAJOR __ B•�SDR35 pvC PIPE ' Z¢ Q
B. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN WATER SUPPLY SHALL BE 4785-- - J z
1
OPERATED BY THE CITY'S PERSONNEL ONLY. l a. O
C. THE CONTRACTOR SHALL NOTIFY THE CITY OF BOZEMAN A MINIMUM OF 24-HOURS PRIOR TO BEGINNING - Z
ANY WORK. BASIS OF BEARING `T \ 0
D. CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING UTILITY CONNECTIONS. BEARINGS FOR THESE PLANS 4780
ARE BASED ON THE EAST PROPERTY �. ��ss.00 I 7 Q
E, RETAIN AND PROTECT ALL ADJACENT IMPROVEMENTS INCLUDING TREES, SHRUBS, FENCES, ETC. RESTORE LINE BEING S00.00.00`E, W
MATERIAL STORAGE SITES IN KIND. ENGINEER WILL PROVIDE CLEARING LIMITS STAKES AS NECESSARY
DURING CONSTRUCTION. CONTRACTOR SHALL PROTECT TEMPORARY AND PERMANENT BENCH MARKS DATUMELF.VATION ��F v1 X N
PROVIDED BY ENGINEER. ` _ �ay F i W
ELEVATIONS FOR THESE PLANS 4775 - - -- I I- SK;,•I
F. EXPLORATORY EXCAVATION WILL BE PAID AT HOURLY RATES AND ONLY WHEN DIRECTED BY THE ARE BASED ON CITY OF BOZEMAN a I xwwo `o J z m
ENGINEER. EXPLORATORY EXCAVATION AT ALL LOCATIONS SHALL BE COMPLETED PRIOR TO BEGINNING DATUM. A BENCHMARK IS LOCATED amm
CONSTRUCTION AND BEFORE ORDERING SPECIALTY MATERIALS AND EQUIPMENT. ON A FIRE HYDRANT LOCATED AT �?� j I - Y m xwm \ 1 Q
THE INTERSECTION OF N. 15TH AVENUE •m a m e l o °i_ F`�'� �/
G. CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT EXISTING UTILITY COMPANIES AND COORDINATE WITH 4770 w6N�
SUCH PRIOR TO BEGINNING CONSTRUCTION, EXISTING UTILITIES SHOWN ON THE PLANS ARE SHOWN AT p u i ci
a boa f f n ^� •` Y3_z
THEIR APPROXIMATE LOCATION AND TO THE BEST KNOWLEDGE OF THE ENGINEER. CONTRACTOR SHALL BE PREPARED FOR �8 i .d, .� ��#�� ►—
RESPONSIBLE TO ENSURE THAT ALL EXISTING UTILITIES HAVE BEEN PROPERLY LOCATED BY THEIR RED MOUNTAIN RETAIL GROUP H r-
LLJ
RESPECTIVE OWNERS.
i w�< � zz�
SANTA ANA, CA 92701
V' � N2Yu� Nrc—cc zm ® w
ONE CALL UTILITY LOCATE ........................1-800-424-5555 DAnw mzw 4M5..00
CONTRACTOR SHALL MAKE ARRANGEMENTS WITH UTILITY COMPANY TO PROTECT, SUPPORT AND/OR PREPARED BY
RELOCATE ALL EXISTING UTILITIES, UTILITY BOXES OR UTILITY POLES AS NECESSARY DURING GASTON ENGINEERING h SURVEYING, P.C. zx � 1
CONSTRUCTION. N.O. BOX 861
BOZEMAN, MONTANA
H. THE CONTRACTOR SHALL BE RESPONSIBLE TO RESTORE ALL EXISTING GRAVEL AND PAVED STREETS OR D+00 0+50 1+00 +50 2+00 2+5C
SURFACES TO THEIR PRE CONSTRUCTION CONDITION. THE CONTRACTOR SHALL REPLACE EXISTING GRAVEL }
AND PAVED SURFACES WITH LIKE KIND MATERIAL OF EQUAL DEPTH. ^ SEWER LINE PROFILE VIEW (��11 C4.O
J SM-ALIGNMENT, Sto. 0+04 - END DRAINING N¢ 02-590-1 aHLa.
SCALE: VERTICAL: 1" = 5 9
HORIZONTAL: 1" = 50'
PROJECT N. 02-590-1