HomeMy WebLinkAboutAsBuilts_AnniePh3C_2007 ,ONTA",,,
ANNIE S UBDI VISION ••
CONTRACTOR/SUPPLIER NOTE J0LTON
:�: GA570N
ea• ND.11551PE
ALL RIMS. INVERTS, PIPE LENGTHS
�T,
PHASES IIIB AND III C AND PIPE GRADES ARE CALCULATED
TO THE CENTER OF THE MANHOLES.
CONTRACTOR AND SUPPLIER SHALL
MAKE THE NECESSARY ADJUSTMENTS.
SITE IMPROVEMENTS DRAWNBY: : --
CONTRACTOR TO MAINTAIN A MINIMUM
11' OF HORIZONTAL SEPARATION BETWEEN CHECKED BY:
WATER MAINS AND SEWER MAINS
AT ALL TIMES. DRAWING DATE: 4/20/2006
REVISION DATE' 6/19/06
jZONED R-1
1 ZONEP
• i IrrM Ld71gT -
... LEGENDEXISTING MAJOR CONTOUR
,-
• EXISTING MINOR CONTOUR W "
_ T4 or Ss -- EXISTING SEWER MAIN N a
• "' ' _ - '` _ -'ss PROPOSED SEWER MAIN l j'
>• j I- - r EXISTING WATER MAIN '� W,e m
•., ® Fi� �{��� PROPOSED WATER MAIN [��Y<n
. �� EXISTING FENCE
• CID
s
.mom.v ...4 'c` •wo �� ----- EXISTING GAS LINE Z Z
00
o, I ® di 61 PROPOSESEWER
EW R A�acE p (((]]]
l Yf EXISTING FIRE HYDRANT
d0°� 0 ED R-3 1 + (T'[� -- EXISTING WATER VALVE Q w I VdIn 101�� \� I �1 DC
v• b • � a1J/ ANNl6.Sl/BO/V/S/ON M /l I� I N �,�
o.d PWAS[JA f1�h 11 !i-1PROPOSED WATER VALVE .
WATER OmPROJECT SITE E%IS NGPOWER POLEV CECSmo
I, EXISTING EDGE OF PAVEMENT $o
ZOAWDI -'I T---- PROPOSED EDGE OF PAVEMENT y X n
/ / �'n FT
-- � -I11H1F✓- 50•WATERCOURSE SETBACK O
mo
• .� "�.V I PROPOSED SIDEWALK
• 4 -----' � ,fir f-"1 PROPOSED ASPHALT �fi
0 4YY!
z
Fp
I I
I I
r )I I M• ..• f I ' SHEET T - SITE PLAN/COVER SHEET/DETAILS
4y�r M• M• I �• ., II II �.�•• x SHEET 2 - WATER/ROAD & SEWER PLAN AND PROFILE SHEETS
VICINITY MAP
I: I SCALE: NTS
II ( I i
I I 1 =
51",
"A Q11S6 SCOPE OF WORK ~
CONSTRUCTION OF WATER.SEWER,STORM DRAINAGE,AND ROAD
IMPRDVEMENTS FOR ANNIE SUBDIVISION PHASES IIIB AND IIIC AS SHOWN
I CONSTRUCTIONTHEE IS
THE INTERSECTIONS OF NORTH 25TH STREET ANDLOURSTONNROAD,AND
I Now NORTH 25TI1 STREET AND ANNIE STREET IN THE CITY OF BOZEMAN,
1-4
60'ROAD R/A MONTANA.
CONTRACTORS ARE URGED TO VISIT THE SITE AND BECOME I�
FAMILIAR WITH EXISTING CONDITIONS. INQUIRIES CONCERNING
ZONED 37 THESE PLANS MAY BE MADE TO: GASTON ENGINEERING&SURVEYING,
•>< it 12' THICKNESS OF
� R 3 ASPHALT 211 HAGGERTY LANE. BOZEMAN,MONTANA 59715(108)586-0588. O
• I ��__-'. i CONCRE IE 1 Xi'MINUS GRAVEL
M SURFACE BASE COURSE (,'FIN R 1 W
COURSE 2 - THE CONTRACTOR SHALL NOTIFY THE TC TY OF BOZEMAN A MINIMUM `+� w
]XG a 3t OF 24 HOURS PRIOR TO BEGINNING ANY WORK.
_ ay.I -CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING Q� (n Q
INIOTAlly 4•THICK UTILITY CONNECTIONS. (�,1 Z
STREE I.O. � II �'• CONCRETE GEOTEXTILE FABRIC.` mr �„�, I,•� Q
' SIDEWALK AMYOCO/2002 SLOPE W PER FOOT 0WA H
(BY OTHERS) FTEW CURB THIS PROJECT USES THE •ONT NAP B I WURK2 STANDARD �I Z
ANO GUTTER �.-.---- 39' ---'1 SP tl._F F7CA110f�� (MPW55)FIF1H EDITION.MARCH 2003. ^ 0
AS PER C.0.5 1�
♦` �J, ) -- - STD.DWG, OTHER APPLICABLE SPECIFICATIONS INCLUDE:
• o �
02528-1 THE CITY
OF BOZEMAN MODIFICATIONS TO THE MPWSS WITH ADDENDUM
d6`y6P4 ZONED v 1 THE CONTRACT DOCUMENTS WHICH ACCOMPANY THESE PLANS. \Z
g
.. ..
R-s ROAD CROSS- SECTION DETAIL �' �"' `� w Q N
SEE SPECi AL PROVISIONS OF THE CONTRACT DOCUMENTS.
-----
-
M4P ----- - RREQ SPECIAL PROVISIONS OF TH�COITRACT DOCUMENTS. J M
NTS
WR570N SfRd6T FYPIOR_TOTtY OL.AVAi10lC � m
EXPLORATORY EXCAVATION WILL BE PAID AT HOURLY RATES !"^+. LLJ
AND ONLY WHEN DIRECTED BY THE ENGINEER. EXPLORATORY 2 �--
EXCAVATION
AT ALL LOCATIONS SHALL BE COMPLETED PRIOR
ZONED R-R TO BEGINNING CONSTRUCTION AND BEFORE ORDERING SPECIALTYO (n
MATERIALS AND EQUIPMENT.
y/iYfL'C'ri[fl�n of I IllEt4 1
B9 cP r�s' irk CA UCH CONTRACTOR SHALL BE REPON98LE TO CONTACT EXISTING
a 5 .6 1111 UTILITY COMPANIES AND COORDINATE WITH SUCH PRIOR TO
N
BEGINNING CONSTRUCTION. EXISTING UTILITIES SHOWN ON THE
PUNS ARE SHOWN AT THEIR APPROXIMATE LOCATION AND TO
THE BEST KNOWLEDGE OF THE ENGINEER. CONTRACTOR SHALL
NTCTPRM crrn ` BEEN PROPERLYLOCATED ENSURE TO THAT
THEI ALL STING
OWNERS.
HAVE
PREPARED FOR BASIS OF BEARING W
ROGER SMITH SOUTH LINE OF ANNIE SUBDIVISION ONE CALL UTILITY LOCATE.........................
.....
1-000-424-5555
1 2305 DURSTON ROAD BEARING IS S B9'15'17• W CONTRACTOR SHALL MAKE ARRANGEMENTS WITH UTILITY COMPANY
BOZEMAN. MONTANA TO PROTECT,SUPPORT AND/OR RELOCATE ALL EXISTING UTILITIES f^
SCALE: Irr=100' DATUM ELEVATION CITY OF BOZEMAN DATUM UTILITY BOXES OR UTILITY POLES AS NECESSARY DURING
PREPARED BY CONSTRUCTION.
GASTON ENGINEERING & SURVEYING, P.C. ARROWBOLT ON HYDRANT
P.O. BOX 861 ELEV. = 4750.29
BOZEMAN, MONTANA AS CONSTRUCTED OS/0
DRAWING No:
OS-540 PROFlLEA.9
PROJECT No: 05-540
SHEET: 1 of 2
10NTANq!".
A S CONSTRUCTED 0510 �U�4E�• '
STA 0+00=CLINTERSECTION NEW PAVED STREET `e' OASTON
Di ANNIE STREET AND NORTH 25TM. SEE TYPICAL SECTION N0 11551PoE•'
ELEV=4718.81 DETAIL 3 SHEET 1 OF 2
1 BUVGWARK:
1 ARROW BOLT ON STA 1+51.55 STA 5+35.38=MH/6
RRE HIDRANT INSTALL NEW gC WATER STA 3}52.89 RIM Ele.=4750.48
J _ J aEV=4730.29 SERVICE WTH SERVICE INSTALL NEW X"WATER Inv.OUT=4742.85
SADDLE. INSTALL SERVICE WITH SERVICE
ZOR t I CURB BOX 3W souTH. SADDLE. INSTALL
INSTALL NEW FIRE STA 0+3S.6B MFIM6 o CURB BOX 35'SOUTH. earNh DRAWN BY: CK
HYDNANT ASSEMBLY RIM ENv.=47 .90 :FAi• • Pa pvd+
R I Mr.IN 47 65 CHECKED BY.
r.OUT- 740.45 INSTALL NEW CURB AND DRAWING DATE: !/20/2006
60� 4 8�SEWER MAIN WTIER A y
t•_ 1'-'MDE SH T •�`7 ROAD CONSTRUCTION. REVISION DATE: 6/19/06
NO-ACCESS S P EXISTING SEWER M NO-ACCESS S IP EXISTING ELEV-4750.36
REuovE 6o Lf a ' WATER A=25'27'04'
EXISTING CURB,GUTTER. 1
Lm r2 LOT 3 LOT 2 AND SIDEWALK. INSTALL _ m _ ANNIE TREET 3 T
LOT 3 LOT 2
0.131 tl4.1L 5.47e tl4 h VALLEY GUTTER
TTER AS PER 5•e34 w.rt 5.47e AR AE
EXISTING WATER M N 5 EASEMENT TY C.O.B.STD.DWG NO. TRANSITION INTO 5'-WIDE UTLTY _ r
02-529-1 EXISTING CURB EASEMENT w�
-__-_
l`I N STREET STA.1+50.20=MHN14 0 04
1 AIR AeA } U T - RIM Elev.=4763.78 -
a Inv.OUT 4754.32 -
0+00 1 518 STA 0+00.CL INTERSECTION 3
r r 60 R -15
OF DAFFODIL STREET AND DAF D/L ST. R _ - (• L -J G c --_ ti 41 o n
DAF•f'(/I7fL S'7'. NORTH 25TH
STA-0+11 -CONNECT TO EX MHO I __ LI L
EXISTING 8'MAN W BaB RIM=4782.24 NEW PAVED STREET °' / L
/ 2 SEE TYPICAL SECTION f
TAPPING TEE,VALVE Ac VALVE NV N.=4752.59 °" AO�E Ai PROPOSED SIDEW V.TOUT=4741.6{ J W m
BOX WITH THRUST BLOCKING I -'_. _- ..:-. ' INV W.=475247 _ ... --- DETAIL J SHEET 1 OF 2 +NA ; 1� sII38X.XAw. (BY OTHERS LOT 6'
ABANDON 8'S ATTiAIN.' INV EL-TING SEWER
�p,RI ( A � j IZO24 f
CONNECT TO EXISTING EXISTING
_
__" T ---- MANHOLE. ND INS EwsnNc - 1 I LOT 1 LOT 2 LOT qq R Y L
ZONED ) L LS'-NIDE UTIL TY ASPHALT AND INSTALL NEW. rR-
SIpE1yALK NAU2 /5'-WIDE UTILITY 1 8500$uFt 0.163 SgFt &078 SgFt �- 4-P LQ 7
r� I �Tj EASEMENT (B OTHERS) Ait EASEMENT 1 - STA 2+19.Y4 I r I(�STA 2+IDP�B II B 12.4 P X Bo SIFT - �,
R-J 1'-WIDE �y STA 0+73.85L'Wlk.R
INSTALL #'WATER NSTALL4pSp7R'W TER
1-WIDE INSTALL NEW aQ SERVI WITH SERVICE SADDLE'A INS SLR c p m m
NO-ACCESS STRIP ( SERVICE VATH INSTALL _ SADDLE. INSTALL SIr4
NO-ACCESS STRIP 0
•O " LOT 4 IO1° x LOT 4 1 Z SADDLE. INSTF OX 35'SOUTH. p4- CURB %35'SO
F; 1A750 1J.750-R. I.y CURB BOX 35' _ . _. Y -. 1 •� > r SRn Z N �m
PoMt of Point of 83.72' 65.00'S8915'1�51N� 85.00' 34.56' 46.�8745'1
------ � 4 YI it.83' -
^ 3 2.68' R_ NIE SUBDI J.'3-140S 1 6.10' r F zo
STA 5+44.16
DAFFODIL WATER PLAN VIEW DAFFODIL STREET/SEWER PLAN VIEW ANNIE STREET�SEWER PLAN VIEW STA4+42.53 NSTALLNEW I'WATER0.
SCALE: 1"=50' SCALE: 1"=50' INSTALL NEW 1'WATER SERVICE WITH SERVICE m
N N SERVICE WITH SERVICE CURB
SADDLE. INSTALL
SOUTH. 0
SCALE: 1"=50' SADDLE. INSTALL
Oj CURB TURN RADIUS CURB BOX 35'SOUTH.
AS PEA Ott OF BD7EMAN STO DRV Nu 025211-2 `\1
OACCESSIBILITY RAMP N
AS PEA an a 6o7EMAN SID I-N,_O2"-e
OSCHOOL CROSSWALK STRIPPING MUST BE
3 THERMOPLASTIC OR PREMARK 2020 FLEX
AS PER OT M BOZEYAN SID"No.NW-2
O AS DEAD
ND BARRICADE HIGH POINT V
OEEYAN SID"Na 1=1D-2 REMSED 0/02 HIGH POINT STA PERTY OF B =4+29.01
PVI STA- 4+42.04
_ PV7 ELEV-4751.3'
4/80 4780 4765 - A-0. -1_35
u a zz
K e 74-31
j< AVI,ELEV!4763.32 00'vc
4775 4775. �.� 'rf 4760 z m SD.00' � � z z g r
LLJ
a 41iW 41 a li� .F~ A AI
a� ~
4770 4770 - - Y¢ 4755
I¢ N NI V/L
50'-TRANSITION OF IN * � rd>.a n _ _ ADE
--- - STREET CROWN TO MATCH -. °i W
•- 60'-TRANSITION OF
FIN SHED VALLEY GUTTER FINISHED a m 6 STREET CROWN TO MATCH - ...___-_ -.__ -0.85% '��I
GR DE GRADE N u VALLEY GUTTER --- --- ,. P� Z
4165 4765 4730 - _ ._ - _ _ _ \ - - - �. '�'�
- I 0 13 _- - 6 `-EXISTING CRAOE --- - Q -J
_ I' •Kota1 -
EXISTING WATER MAIN O
L/EyL
DE 0.' G� WEXISTING GHADf DEPTH 9.56' EXISTING GRADE
E.5mMOVER 4760 4745 ( LL1
4760 -of
INSTALL 168 If OF II 1' �- - -- - v Z
g'd'm CL 51 01P WATER MAN 247.23 iaF.. .G8* O
1 I __ de 0. 8�0 SDR 5 PVC PIPE Q
I
NSTALLS 7 PVC '- - - -. Z ~
y e SDR35 PVC PIPE J
4755 =- - 4755 I I B.dle 1.00% {710 - , /� Q O
SLOPE L 1 vj O J zm
z � Z
a
F iJ LL- a
i <- 4735 LIJ .�
4750 - 4750 j �Tl 3 t�
3 �X¢✓? AA.. Fes(
lz
4745 w a a 2i 4745 r' _ 47 w
S 5; w
3 o�MNa�v A A " 8� �� S, a ao'S �vl a� ir�ie � rc`v'I `nl^ '' so+m
Q$$Q uupp rc
' jA1� aIO�Kp 3 .-i z 41w..V Yr... AIpti Z
4740A 'I M 1Op1m _ OOn ° i�. 4740 tl-51:��= nn 472'.J` ss N3Ni�uro ,Aln� !}1'i $� �44}})X
£<� Nx MO Y q( II tl .g tl I� A b II A E + Z$z? r< a a0a p A hi° N p tl A AJ
m m IN Y o N i v Y �y "O I r e O M M,p O
oz : �8+ 0 N 'N'�+.' $� �. A+.Iw� -
I O V < m
<N �r3rc� w l�
�i v'-i3 '- O �a�' 1 ( y
DATUM 6!d✓° < DATUM B78P DA47
4� 473600
47P0.OB L•L
n e m 1v ry u' •e o' �� Sf hc; N� S �� �� Z
m e e e
-0+11 0+00 0+50 1+00 1+% .'tlt 0+00 0+50 1+00 1+So 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
DAFFODIL WATER PROFILE VIEW DAFFODIL STREET/SEWER PROFILE VIEW ANNIE STREET/SEWER PROFILE VIEW DRAWNGNO:
05-540 PROFXE.On
HORIZONTAL SCALE: 1"=50' HORIZONTAL SCALE: 1"=50' HORIZONTAL SCALE: 1"=50' PROJECT Ne: 05-s40
VERTICAL SCALE: 1"= 5' VERTICAL SCALE: 1"= 5' VERTICAL SCALE: 1"= 5' SHEET: 2 of 2