HomeMy WebLinkAboutJC Billion Auto Plaza - Sewer Main Improvements J. C. PILLION A UTO PLAZA SCOPE GE WORK c /t��
, JULIEL ••%
CONSTRUCTION OF SEWER MAIN EXTENSION FOR J.C. wJTOIJ
BILLION AUTO PLAZA AS SHOWN ON THE CONSTRUCTION -9 NB•TTSS1 -
DRAWINGS.THIS SITE IS LOCATED NEAR THE INTERSECTION OF ��••�j.
HUFFINE LANE AND COTTO1IW000 STREET IN THE CITY OF BOZEMAN. aFs•C .���
SEWER MAIN EXTENSION IMPROVEMENTS CONTRACTORS ARE URGED TO VISIT THE SITE AND BECOME "4,;tilIIL.
II'M
FAMWAR WITH EXISTING CONDITIONS
. INQUIRIES CONCERNING
THESE PLANS MAY BE MADE TO: GASTON ENGINEERING h SURVEYING,
211 HAGGERTY LANE, BOZEMAN,MONTANA 59715(406)586-0588. RAWN BY: JG
GENERAL NOTES HECXED 8Y: BM
- THE CONTRACTOR SHALL NOTIFY THE CITY OF BOZEMAN A MINIMUM RAWANG DATE: 08/02/05
OF 24 HOURS PRIOR TO BEGINNING ANY WORK. BASIS OF BEARING
ENGINEER -CONTRACTOR SHALL FIELD VERIFY UNE AND GRADE OF EXISTING EVISION DATE: 08/25/O6
OWNER BILLION
BEARING FOR THESE PLANS
JOE BILLION GASTON ENGINEERING AND SURVEYING, P.C. Unun CONNECTIONS. EVISION DATE:
a I R I P,oy,sl- BILLION CHRYSLER PLAZA P.O. BOX 861 ARE BASED ON THE GEODETIC EVI 0 DATE:
1LOR 1EIG 0119 NORTH AS DETERMINED BY G.P.S. EVISIDATE
n #1 AUTO PLAZA DRIVE BOZEMAN, MONTANA 59771 THIS PROJECT USES THE MONTANA PUBLIC WORKS STANDARD SATELLITE OBSERVATIONS.
IIL�IJ BOZEMAN, MONTANA 59718 (406) 586-0588 SPECIFICATIO NS.(MPWSS)FIFTH EDITION.MARCH 2003,AND CITY
(406) 586-4575 OF BOZEMA I MODIFICATIONS TO MPWSS. DATTJMELEVA770,V �l
e.�an sl. OTHER APPLICABLE SPECIFICATIONS INCLUDE: THE CONTRACT ELEVATIONS FOR THESE PLANS
DOCUMENTS WHICH ACCOMPANY THESE PLANS. ARE BASED ON CITY OF BOZEMAN
Osrpl. � � - DATUM. BENCHMARK= ARROW BOLT F,
[]]�gO4 SEE SPECIAI PROVISIONS OF THE CONTRACT DOCUMENTS. EOLEV'R 4816.31 HYDRANT /�1152. W y
Cd[ PROTECTION eF OASIONS F THEVCONTRA
is Del. SEE SPECIAL PROVISIONS OF THE CONTRACT DOCUMENTS. V &g$
.a u.s Tot W.C.1 5 Ell EXPLORATORY EYGVAiIO/t n
EXPLORATORY EXCAVATION WILL BE PAID AT HOURLY RATES
O SI�dAwi°"°sl. AND ONLY WHEN DIRECTED BY THE ENGINEER. EXPLORATORY
PROJECT SITE M.— L TOUAVATI BEGINNNG CONSTR AT ALLUUCTION AND BEFORE ORDERINGATIONS SHALL BEDPRIOR
SPECIALTY 71 i
MATERIALS AND EQUIPMENT.INCIERam me
11nwM R4 SbU ml St. e
CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT EXISTING rV,Aj��j7
° UnlvenR UTILITY COMPANIES AND COORDINATE WTIH SUCH PRIOR TO _ m o
BEGINNING CONSTRUCTION. EXISTING UTILITIES SHOWN ON THE l g
PLANS ARE SHOWN AT THEIR APPROXIMATE LOCATION AND TO c
THE BEST KNOWLEDGE OF THE ENGINEER. CONTRACTOR SHALL r o
3 shay Ra BE RESPONSIBLE TO ENSURE THAT ALL EXISTING UTILITIES HAVE V~n
BEEN PROPERLY LOCATED BY THEIR RESPECTIVE OWNERS. $g
UO�
ONE CALL UTILITY LOCATE..............................1-800-424-5555 42
T} CONTRACTOR SHALL MAKE ARRANGEMENTS WITH UTILITY COMPANY �
1\\-_ TO PROTECT,SUPPORT AND/OR RELOCATE ALL EXISTING UTILITIES, o
1 VICINITY MAP `\ �\ —— UTILITY OR UTILITY POLES AS NECESSARY DURING c
coNsCONSTRUCTION.uCTIONcnaN.
NOT TO SCALE N E%ISTING ON-snE Jc
BIWON AUTO PLAZA
WASTEWATER TREATMENT \ \
SYSTEM
ABANDON SEWER \ -
MAIN IN PLACE
DISCONNECT PUMP h TIE NEW SEWER TO
CONTROL WIRING TO UFT nEXISTING MANHOLE ROpOSED B" 0
STATION. REMOVE EWER MAIN
PUMP,CONTROL PANEL, -S ALIGNMENT \
&SUPPORT POST FOR
FUTURE USE. ,
'i 15.00'
g \�
_ y"-------- 1 LEGEND
EMSTI _ - -
\ DISCONNECT ( SEWER
EXISTING SEWER CONTOUR LINES
/ \ AFTER NEW SEWER 2 - --
MAIN INSTALLATION I Ab 4"F RIGHT OF WAYS
AIM 30'-WIDE SEWER PROPERTY LINES H
MAIN EASEMENT — — —
EXISTING EDGE OF GRAVEL ROADWAY
6 EXISTING EDGE OF PAVEMENT a W (n
+ PROPOSED B"0 — — — EXISTING SEWER LINE W
a SEWER MAIN � EXISTING SEWER MANHOLE I� W
i r E-W ALIGNMENT ELECTRICAL LINE > O
I � 01 ELECTRICAL BOX Z
TELEPHONE LINE Q
TELEPHONE RISER O ley Z z
VPLA2A i \`.� `y� o -- --'-T•x PROPOSED ALIGNMENT W/STATIONING E �+ Q Q
*---5— PROPOSED SEWER LINE 1--1 ~
12'-WIDE FINISH ® PROPOSED SEWER MANHOLE �/ z O
I
B/LLON AUTO PLAZA SUBDIll." " \�/ \\ ALCCESS ROAD
WITL-WEATHER
~
R.. EASEMENT 7 W Q
"
LLJ LLJ
INSTALL NEW HOLE W = N
ON EXISTING STUB
a (n O
0-4
C077'ON� R �� Of
l _ _ _ _ w /
` ----- COTTONWOOD ROAD -- EXISTING 8'SEWER MAIN /yam M O
I —- __ _ _ w F+4
-_I ___ _____ t &_ ------1-------------------------_-
PROJECT BENCHMARK µ T" �•---- —{— --- EXISTING 8"6 SEWER MAIN (�
qTY OF BOZEMAN FIRE : COTTONWOOD ROAD
HYDRANT No-Tt — — - — — — — — — —* — — -- — — — — _ ----_S 1D (CITY OF BOZEMAN)
ELEV. 4816.31 — — — — — — — — — — — — — — — —
EXISTING 12" 0 WATER
MAIN (CITY OF BOZEMAN)
mo n mo
�w 7 rti
(�)SL =100'
TE PLAN g I I $
� o
CALE: 1" I y
- AS CONS TR UCTED 8/061DRAJCT:KING: 04-589 CIVIL
ROE 04-589
TAB: SITE PLAN SHT 1
SHEET 1 OF 2
oo'�ON7A/y4 i
REPLACE EXISTING
FENCE STRUCTIONJUUE L. :•
"STON
MH RIM 2 4802.15 N0.11551 PE
Inv IN=.789.60
Inv OUT_4789./0 12'-WiDE FINISH - I I I A
INSTALL SEWER STUB GRAVEL ALL-WEATHER EXISTING 12•O CITY ' -q
TO THE
WEST. CAP ACCESS ROAD I WAlER2MAIN l' Ill'I//IIII11IfI1w`
SEWER STUB. MH/5 I
8'PVC SDR RIM_4801.50 LEGEND
cg00 8•PVC SOR RIM=47 35 SEWER MAIN MH/4 In,IN=4785.84
m O 35 SEWER MAIN Fyy 4 OB Inv OUT_4785.44 IJG
.I Ah tn0� Inv N(W)=476 E1/4 SECTI i0 I 4787.17 I I AWN BY: BM
/ / Inv IN(S)_4788.55 5,00' S In T_4788.97 4+00..__ 5+00 I RAN?!BY: .
EX.MH/1 I'Vl 2 t 4 SE1 4 MH o Inv OUT_4788.35
ST ' 9 Q 2+40 STALL NEW MANHOLE 0 00 1+00 '�"' '^•'43„W 60,�. OO4 I �• CONTOUR LINES RAWING DATE: 0e/02/05
RIM_4802.29 O TH SEWER STUB ,� P '' I I ---- RIGHT OF WAYS
INSTALLED TO THE WEST. O / EVISION DATE: 08/25/06
INV WT_4792.88 I
+ CAP SEVER STUB. �
TO EXISTING ON SITE ro O + I Z L _ PROPERTY LINES E2:0N DATE:
TREATMENT SYS M = p O O / na op
OJ'4. FMI 10N DATE:
N �///1///mil/ '+I EXISTING EDGE OF GRAVEL ROADWAY
+ S00 4ff!;O�4'�-200.96' _ 15.00' _ EXISTING EDGE OF PAVEMENT 1
s O - 0 fad — SEW L EXISTING SEWER LINE It
CAP 1 TING O r — — - �' - --- AIMLLT i6 p I + G EXISTING SEWER MANHOLE
SEWER MANS AND CONNECT NEW (0 Ci'1 30'-WIDE SEWER RIM=4802.43 �i I � ELECTRICAL LINE
ABANDON IN z SEWER MAIN T O P EXISTING Inv N_4 C.
I Ey z
PLACE o EXISTING MAN E W--A�'-MD[�g NLn FENCE AFTER MAIN EASEMENT q I ELECTRICAL BOX z
Inv OUT_4P85.01 I 44 F'
uNn X,4a11ENT CONSTRUCTION CONNECT PROPOSED I O I - J- TELEPHONE LINE w
o CO_u r O `T ;, MANHOLE TO EXISTING O I -
o r LOT 1, BLOCK 3 C. BlL AUTO PLAZA SUBDIVISI N
SEWER SERVICE STUB. I ®, TELEPHONE RISER
of ", D o Co + o JC BILLION AUTO LOT 2, BLOCK 3 LOT 3, a€ecl TDING PI o o I /
>Z Co O JC BILLION BLOCK
AUTO JC 3, I I EXISTING 8•0 PROPOSED ALIGNMENT W STATIONING
o a o a �2 N PLAZA, �' CITY OF BOZEMAN �'b� PROPOSED SEWER LINE o
PLAZA SUBDIVISION PLAZA SUBDIVISION FrV I SEWER MAIN ® PROPOSED SEWER MANHOLE w
„ a z ' >� SUBDIVISION LOT 2,
E p, BLOCK LOT 3, POSSIBLE purr I O� a`g
p
4 GJ v BLOCK 3 CR SSING Env
Z
m 0+00 am
m
NORTH—SOUTH ALIGNMENT EAST—WEST ALIGNMENT "
PLAN VIEW PLAN VIEW:
0
1 SCALE: 1"=50' Acl SCALE 1"=50' N
N—S ALIGNMENT E—W ALIGNMENT
STA. 0+00 — 2+40.85 STA. 0+00 — 6+31.93
4820
4620 5 A.a �I I � � I � I � I�' M
i +DR-0+71.
Ft
TWE A TRENCH I
BACKFILL STA.0+71.00 ENO
-- T B TR NGH®AGKn4
4815 RESTORE - - - - 4815
11 ,
STREET SECTION W/SAML T 0 00-END
- +____
THI Kf♦ES U$M GRAVEL II rT -i B BA FI
11
I I --- I I I k,
4B1D 4810
4W5 - - 4805
Aln N W
W
4800 48004 - O- O
IF PIPE LASER IS USED TO
DEPTH=9.43' INSTALL PIPE FROM EDGE OF MANHOLE j POSSIBLE O
USE 13.6R SLOPE To ADJUST FOR THE ^ Q
FINISH GRADE. 4'DIFFERENCE FROM CENTER TO CENTER GRUBBING- W J z
DEPTH=12.75' OF MANHOLE. 0 y E FIELD �F•'iX <
27.9A LF
4795 Grade 011.747%SLOPE- SEE 4795 UTIurr TE 1-_I
( ••1) CROSSING- ` LL
\ H"O SDR35 PVC PIPE FELD 0
\ DEPTH=f 0.49' LOCATE 1N L •T1 N
DEPTH=10.49' DEPTH=1741 LL C
O � L
4790 - 212.(1 4790 - - 43.95
2 3 9 Grade ®0.9/87, SLOPE 7 z
8 0 SCR 5 I E 293.99 _y 8"0 SDR35 PVC PIPE
- - 0 RSP PIE a O XIQLLJ
iwp;
8"0 SDR35 PVC PIP f� W J N
4785 o N , N 4785 - • - - < - -- - ,W. W F - Z a- m
z o
c) C WO n 3y 4JSQ VI OpyJ • < �•'.,
q,00 " vin•d FU K n.ry • o ��
4780 om�NU3a'duj _ 7��y .. oyv$n�'3a ohm 4780��a am�gaa
uti •-IO p 3n'm� nX M XYw,Omw O11 M Ila 3opl~i/ 'X3 ;3WZ �1
�•X"'um��aF'� n�zJv,� �i�ul�z .Ez a iF� II
a z , r�o... •+.w.
�� aoZ 7r` i• - z�i xyy,,pp- zz�sZiZ rc oWzz� i € o<
Z� ��D'QwZ o3iii2p< 20 iNp< Zoe illA Z�.c
s ¢__�51/Jasln? DATUM ELEVs'�n `-cz"� o: S.S i rc_
DA777Y 67d'V
47/6 O0 477500
m Ol r` m m O N M M N 10 m N N /O M a /O n OI N 10 I(l m � N OI •• V l
I 3Q 5OQ1 rn rn of W rn OI W OI OI rn rn rn O O O 0
n m m m J
3 5 7 00 .00 cow m .0W a m d Q
r n n n n n n n n r n
a a a a a a c a a a a v a < a
0+00 0+50 1+00 1+50 2+00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00
NORTH—SOUTH ALIGNMENT EAST—WEST ALIGNMENT
PROFILE VIEW PROFILE VIEW S
CONST
TED
3 4 VERTICAL SCALE: 1"= /� ? UC
8 O�'VERTICAL SCALE: 1--`' � LL�j 1
HORIZONTAL SCALE: 1 =50' HORIZONTAL SCALE: 1 =50' DRAWING: G4-5B9 CIVIL
E—W ALIGNMENT ROJECT: SHT 2
N—S ALIGNMENT TAB: P&P SHT 2
STA. 0+00 — 2+40.85 STA. 0+00 — 6+31.95
SHEET 2 OF 2