HomeMy WebLinkAboutSwan Falls Professional Center SWAN FALLS PROFESSIONAL CENTER
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WATER AND SEWER IMPROVEMENTS
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F--4
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I LL I CONSTRUCTION NOTES:
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1.) CONTRACTOR TO PERFORM EXPLORATORY EXCAVATION TO FIELD LOCATE EXISTING 6" WATER MAIN & 2" WATER MAIN
�- NOT INSTALLED I ) J ( MFTER PIT ) PRIOR TO SEWER INSTALLATION. IT SHOULD BE VERIFIED & CONFIRMED BY CONTRACTOR THAT A
NOT INSIALLED IrMh�9E� I / O MINIMUM OF 18" OF VERTICAL SEPARATION BE MAINTAINED BETWEEN SEWER & WATER LINE CROSSINGS.
SERVICE- P '3ERMeF U 2.) CONTRACTOR TO CONNECT TO EXISTING MANHOLE IN ACCORDANCE w/ ADDENDUM 2 TO CITY OF BOZEMAN
MODIFICATIONS AT STA 0+00. CONTRACTOR SHALL REMOVE UPPER SECTIONS OF EXISTING MANHOLE AND
I40'D ROTATE SUCH THAT THE STEPS ARE ON THE SOUTH SIDE OF THE MANHOLE.
L J I L---- I 3.) CONTRACTOR SHALL CONSTRUCT A DROP INVERT ON THE SOUTHEAST INLET THE CONTRACTOR SHALL FORM A
TROUGH IN THE EXISTING SHELF SUCH THAT THE NEW INVERT DRAINS FREELY, WITHOUT FLOW RESTRICTION, TO
20' NEW 4"SEWER SERVICEI I-NEW SERVICE I THE OUTLET. THE CONTRACTOR SHALL TAKE CARE TO PROVIDE A SMOOTH INVERT IN THE TROUGH.
APPROXIMATE IA('.ATION OF 3/4- _-- 600
ws TR SERVICE
ED coB. `� ' 1 .p+'' 4.) CONTRACTOR SHALL REMOVE EXISTING SIDEWALK AND CURB & GUTTER TO THE NEAREST EXPANSION JOINT.
A?bG"I` __,r I REPLACEMENT OF SIDEWALK AND CURB & GUTTER SHALL BE IN ACCORDANCE WITH "MPW SECTION 02529 AS
_ MH/1 I AMENDED BY THE CTHE
DISPOSAL OF ALL CIONCRETE TY OZEMAN REMOVED DURING CONSTRUCTION.CONTRACTOR SHALL BE RESPONSIBLE FOR OFFSITE
�t -__ ______ _________- _ 5.)-=— __-—__ —---—-———
CONTRACTOR TO REMOVE&REPLACE� CONTRACTOR SHALL REMOVE EXISTING PAVEMENT ALONG THE PROPOSED SEWER ALIGNMENT TO A WIDTH OF 18"
ALL EXISTING CO 201h AVENUE CORD&GIITTFR EXISTING 3/4`WATER SERVICE FOUND =EXISTING 3/4-WATER J I BEYOND THE TRENCH WALL ON EACH SIDE OF THE EXCAVATION. CONTRACTOR SHALL BE RESPONSIBLE FOR
DISTURBED BY INSTALLATION SERVICE FOUND I OFFSITE DISPOSAL OF EXISTING PAVEMENT MATERIAL. REPLACEMENT OF EXISTING PAVEMENT SHALL BE IN
•, " T,.. 4,"s a_ L- ACCORDANCE WITH "MPW SPECIFICATIONS SECTION 02501 AS AMENDED BY THE CITY OF BOZEMAN
MODIFICATIONS.
EXISTING FIRE HYDRANT_ — ----- ------------------------------_ - -- _ -----
CONTRACTORTOPRESERVE � ---'—� —�—�-------------���---_-----_._—�� _ ---�—
—- I 6.) CONTRACTOR SHALL TAKE CARE TO PRESERVE 1HE EXISTING CURB & GUTTER AND THE EXISTING TREES BETWEEN
&PROTECT .Wr - TWemu - _ r STA 0+67.54 AND STA 2+67,54.
7.) CONTRACTOR TO PROVIDE TRAFTTC CONTROL BARRICADES AND TRAFFIC CONTROL PLAN FOR SOUTH 2Oth AVENUE
DURING CONSTRUCTION.
CITY OF BOZEM AN TO INSTALL 3/4* I
I.SERVICE IN$EWER TRENCH 8.) MANHOLE p1 AND MANHOLE #2 SHALL BE SET SUCH THAT THE STEPS ARE ON THE EAST SIDE OF MANHOLE.
�e CONTRACTOR TO REMOVE& EXCAVATION.CONTRACTOR TO
REPLACE EXISTING PAVEMENT COORDINATE WITH CITY Of BOZEMAN
WATER DEPARTMENT PERSONEL FOR 9.) CONTRACTOR TO OBTAIN STREET CUT PERMIT PRIOR TO RFrINNING WORK
INSTALLATION OF WATER SERVICE.
CONNECT TO EASTING MANHOLE
CONTRACTOR TO ROTATE EXISTING-
BARREL&CONE SECTIONS TO CONTRACTOR TO REMOVE&
AVOID CONFLICT BETWEEN NEW REPLACE EXISTING SIDEWALK
INVERT&LADDER.CONTRACTOR IMPROVEMENTS PLAN
TO PROVIDE FLEXIBLE
BLE JOINT WITHIN
12-OF MANHOLE. - -
SCALE;1"-30'
NORTH
105.0 i i II
Durston Rd.
/—EXISTNG GRADE' - - cl! I L
DEPTH- 7.0'
LC)WAS' IILJII
1
n IIz
TIEPIN= 5' DEPTH-6,12' -- u Z Z ❑/ ❑C
97'S I I LJ
DD LF OF Ba STIR 35 PVC O 1.56X
66 if OF B Zw w
5 PVC O 0.4%. ♦ � ��
MAINTAIN A MINIMUM I sII.
OF Is,OF VERTICAL '�,e E St.
I=1 ❑
SEPARATION I I H v
W. Maln LJ
II N=2 Babcock St.
so.ol �� O
CONTRACTOR TO PERFORM EXPLORATORY EXCAVATION 1! 0-9
WA ER LOCATE E%ISTING 6`WATER MAIN&2`WATERMAN(METER PIT)PRIOR TO SFWER INSTALLAT � o +82.5 I50; . 'S z<. I n�❑ ❑❑❑❑ ❑ Op'
LJ F�mm� Kid �? H--.❑❑❑❑ ❑ AI EJ
II E
W. College St — _I - ❑❑❑❑ ❑❑ I' .i ecV1SISRJ w�
O C F�
750 m= �0El` AS CONSTRUCTED JUNE 1998
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DATUM/ELEV Q �I� _ Montana
70.oo GASTON ENGINEERING & SURVEYING
s I L�l CONSULTING FNGINrERS,LAND SIIRVF.YORS&SOIL TE±TTNC.
/� 211 RAGGBRTY LANE(P-0.BOX 061)
Grant StJf D07F.MAN,MONTANA S9715
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PROJECT - -- PH µ�,I-566-O5I16 FAx µOn)-onn-untlV
o+oo +oo — - z+oo SITE Cfi Lincoln Rd. State
�— SWAN FALLS PROFESSIONAL CENTER
IMPROVEMENTS PROFILE - - WATER AND SEWER IMPROVEMENTS
RElRSEO. /-9-9C
SCAI E' VICINITY MAP �,�.AN HORZ.•i":30 SCALE: NTS CHECKED BY [D�A
VERT. 1'-5' N.� 97-596 7 I OF i