HomeMy WebLinkAboutSourdough Village Condominiums SOURDOUGH VILLAGE CONDOMINIUMS
WATER, SEWER & STREET IMPROVEMENTS
BOZEMAN, MONTANA
GENERAL NOTES SHEET INDEX
1. UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND ARE NOT TO Ar n St ,, v - -- ------
BE CONSIDERED COMPLETE. THE CONTRACTOR SHALL VERIFY THE LOCATION I IIrr rr— I �I (( II ` ��� Cover Sheet, Vicinity Map, & General Notes
OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. Mi''ltarla ors d t LJL�u U�JL_Ju
THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITY LINES DURING r-�
CONSTRUCTION. ALL UTILITY LINES DAMAGED DURING CONSTRUCTION �QLIU
❑I LLLJJJ I Sheet SS1, Sanitary Sewer Lines
ACTIVITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. a SS1: Sanitary Sewer — Sta. 0+00 to 6+73.32
2 ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND THE ❑oOo� Y c a
MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, FIFTH EDITION, DATED MARCH _ a d Q
2003, AND THE CITY OF BOZEMAN MODIFICATIONS, MARCH 2O04. t Gran > s m a Q aae
3. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS State L;nc St. I�I `" Sheet W1. Water Lines
SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER '^ D C H.11 Dr W1: Water Main — Sta. 0+00 to 4+25.27
AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT. \0
4. A PRE-CONSTRUCTION MEETING SHALL BE HELD PRIOR TO COMMENCEMENT •� Q P'
OF WORK. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER University x .Pin cr st or
WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT AND U Sheet ST1, Street Improvements
MATERIALS TO BE USED ON THE PROJECT AT LEAST ONE WEEK PRIOR TO o mon � (/j ,Oo^°e11 N. C.d.,..
ce`��� ST1: Street — Sta. 0+00 to 3+31.55
THE PRE-CONSTRUCTION MEETING. INSTALLATION SHALL NOT BE
MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND r
rvi
MATERIALS BY THE ENGINEER. Kogy Blvd. PHe PitP N.N.S r�<e
c�� 5. Sonic
5. ALL NEW FIRE HYDRANTS INSTALLED SHALL BE EQUIPPED WITH THE "MUELLER
HYDRANT DEFENDER SECURITY DEVICE", WITH LOCKS KEYED TO CITY OF BOZEMAN STANDARD. Sheet SD1, Drainage Plans
Hill St m n rr
6. THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT SHALL
o omas r _ SD1: Storm Sewer — Sta. 0+00 . -1W,
BE NOTIFIED AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. ° Kagy Blvd.
cim
7. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETIONOF THE CONTRACTOR. estndge8, PROJECT BENCHMARK: TOP OF PROPERTY PIN AT NORTHEAST CORNER OF SOURDOUGH - SITE
VILLAGE CONDOMINIUMS; ELEVATION = 200.00 (LOCAL DATUM) = 4949.04 (CITY DATUM)9. ALL CONSTRUCTION SHALL MEET APPLICABLE OSHA SAFETY STANDARDS. pring reek Dr.Arn 1Id St.
10. THE CONTRACTOR SHALL REPAVE ALL AREAS OF EXISTING ASPHALT REMOVED o
DURING CONSTRUCTION ACTIVITIES. MATCH EXISTING PAVEMENT THICKNESS. Henderson H Ion $ Bradley p
St. _
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY AND SAFELY FENCING v St.
ALL OPEN EXCAVATIONS. THE FENCING SHALL BE MAINTAINED BY THE CONTRACTOR.
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE CITY OF BOZEMAN "s " Graf St. tR =
FOR INSPECTION OF ALL SERVICE CONNECTIONS BEFORE BACK FILLING THE TRENCH. �'—�� R n Dr.
P 13. WHERE SIDEWALKS MEET INTERIOR STREETS PEDESTRIAN RAMPS SHALL BE CONSTRUCTED on Sourdough
IN ACCORDANCE WITH A.D.A. REQUIREMENTS AND CITY OF BOZEMAN MODIFICATIONS Concord Bllhor.PI
WIN
STANDARD DRAG No. 2529-8. i. .I Z<o� µy.
14. WHERE THRUST RESTRAINT IS PROVIDED BY MEGALUG SERIES 1100, MECHANICAL JOINT n or eri oge Dr. -O o°o
RESTRAINT, AND MEGALUG SERIES 1700, RESTRAINT HARNESS FOR DUCTILE IRON
BELLS, OR APPROVED EQUALS, THE FITTINGS SHALL HAVE THE MINIMUM RESTRAINED I —Wood Dr. �I
LENGTHS OF PIPE.
I
FITTING RESTRAINED LENGTH OF PIPE o` O III
90' BEND 23 _0 II;
45' BEND 10' a ��
22-1/2' BEND 5' - 0 I'
11-1/4' BEND 2' ��; u)
45' VERTICAL UPPER 39', LOWER 14'
11-1/4' VERTICAL UPPER 9'. LOWER 3' I
8" x 8" TEE BRANCH 47'. W/ 5' EACH DIRECTION N^Tl
ALONG THE RUN OF THE TEE VICINITY MAP
B" x 8" TEE BRANCH 29', W/ 7' EACH DIRECTION
ALONG THE RUN OF THE TEE --- -
8" x 8" TEE BRANCH 2', W/10' EACH DIRECTION - - - -
ALONG THE RUN OF THE TEE
8"X6" REDUCER 39' ON LARGE SIDE
FIRE HYDRANT LEADS ALL JOINTS
DEAD ENDS 93'
15. STORM DRAINAGE PIPE WITHIN CITY RIGHT—OF—WAY SHALL BE REINFORCED CONCRETE
PIPE (RCP) OR PVC PIPE. PVC PIPE MAY ONLY BE USED FOR PIPE SIZES 36" DIAMETER
AND SMALLER. SEE CITY OF BOZEMAN DESIGN STANDARDS AND SPECIFICATION POLICY,
PAGE 48.
PE STORM DRAINAGE PIPE (HANCOR, ADS. ETC.) MAY BE USED FOR THE PIPING FROM
DETENTION FACILITIES, AND FOR STORM DRAINAGE PIPE WITHIN AND THROUGH THE
PRIVATE STREETS AND LOTS.
AS-BUILT DRAWINGS
Fr -
Rock /VI ountain Engineers, P.L.L.C. ...........
RAY H. CENTER
aa55 5653 ES
Civil Engineering & Land Surveying A 9
1700 West Koch Street, Suite 7, Bozeman, Montano 59715 (406)-586-4859 �fFR AND
UNLESS SIGNED,SEALED.AND DATED.
DRA'MNG FILENAME- /Co,996—As8Ik dwg 12/10/2004 THIS IS A PRELIMINARY DRAWING SET.
I
SS1/H/3-St.5+22.27
180.91 RIM 11-
i 772.1/ Inv.0u1(W)
172.34 Inv.ln(N)
,i 1'f lC 3.i I,i 12-06
15 SSMN/4-St. 6.73-32
f86.8I
178.66 Inv.Oul
A J
t Is
I
1 Q
t
I �
i
AS-BUILT DRAWING
DECEMBER 2004
,SSMH/f-Sla 0+73.22 - --
178.07 Rim EMv.
E.101ny 167.61 IOul(N)
SSMH/0-Sla 0+00 nv.
167.81 Inv.ln(S)
177.72 Rlm El - '.r--- r ar -
167.22 Inv.Ou1(NW)
' 167.27 I-In(SE) i .q
o 4+
' - - - -- STUB SEWER MAIN I
INSTALLED END CAP.
(11CyF11=�F�WAY
��~
v _ EXlS�1NG� - - -
cSr•r•sCreek I SSI/H/2-Sla 3+9666 � -
1 15tING
~�02eman 175.92 Rim El-
169.74 Inv.Ouf(N)
169.91 Inv.ln(S)(E) Scale; 1 /0'
169.94 Inv.l°
Ge't Io1 y/0-' ( 0 20 40 80
196 196
Sourdough Village Condominiums
Sanitary Sewer service Stationing
Unit No. Station Length SANITARY SEWER -
192 3 1+96.7 94.7 Left _ - - � }o 19a
2 2+62.5 44.8 Left
1 3+56.0 54.1 Left
8 4+50-0 47.4 Right +
7 5+18.3 44.1 Right x '40
6 5+37.0 48.7 Right h
188 5 5+93.7 47.9 Right W Iee
4 6+68.3 40.9 Right Elai.n.d
Surface
+EoE
ET.
a -- rEo'ES
I80 u ^._ _ hry - i....
15"dig. St.- f
Exlslln Cround�v-r,,..e n _ Drain MR.
�I \
176- I� -- _ 15 CNP EF g4CO
--' �- eurve.l 51 a5 35
�( E.Islinp I5" i
172 �� 4.5'Min. n _. CMP Culvert _
Lover(Type) 4
125. 1 LF PVC O1M 50
g x
SDR 35
II
16B SDR 35 PVC O 0.60X_ _--- 1
73.22 Lr 8 ASTM 303/ Insloll.d 120 L.F. 2.5'Greo Guard foam (' r
sDR 3s Pvc a o.49x AS-BUILT DRAWING
.alaeo�ea rd S'w1d.1°a el 6-ab.,, a,d,�„1��:,,< DECEMBER 2004
s.w.r pip.16
-0+4n 0+00 o+411 n+ao ,.., �.� -+40 2+90 3+20 3+60 4+00 4+40 + - -u 5+60 0+..,. r..�.
DESIGN BY. DATE RA WN El, DATE
'Zb q 111 DAJ 11/20/2003 DAJ 11/20/2003 DRAWNG SCALES: O O
Rocky Mountain Engineers, P.L.L.C. `* {iri REVISIONS DATE CHECKED BY DATE: PLAN VIEW: HORIZONTAL: 1' = 40'
s RAY H.56530ES�R .r evat cvo.n,R z-a<.-Iao. ONTOUR INTERVAL: 1'
Civil Engineering & Land Surveying =,r�SJ PROFILE VIEW: HORIZONTAL = 40'
'C 11.E° y3 � I
sh Street, Suite 7, Bozeman, Montana 59715 (40f 1-°REF.-4o.°'q '4 FF P DRAWING FILENAME /9966ase-ASBR.dwg 12/10/2004 VERTICAL' 1" = 4'
qR AND
STA, 1+96.29:INSTALLED a".6'
/ / I TEE, 11.5 L.F.OP S"1 D.I.PIPE,
/ - - AND ME HYDRANT(T5'BURY)
Ivr W/AUX.VALVE ASSEMBLY
.I (W/MEGALUG M.J.RES)RAINT) Scale: 1 40'
0 20 40 BO
74
J EHouse
L-
STA. 0+00:INSTALLED 14"XB-
r TAPPING SLEEVE, VALVE W/VALVE
�.' BOX,AND THRUST BLOCK. THE - STA. 2+53.28:
VALVE SHALL BE RESTRAINED TO THE i 1 INSTALLED 90' BEND
TAPPING TEE. - (W/MEGALUG M.J.
n
I - .__�- .- _ _- - __ •I iT v RESTRAINT)
-
_ STA. 3+52.02: INSTALLED B"
1 -✓` GATE VALVE W/MEGALUG M.J.
r W RESTRAINT AND VALVE BOX
\—,o 00 P-W
7 �
NOTE: THE CRY 07 BOZEIIAN WATER
DE., SHALL WAKE THE TAP AT STA. IL77Y CROSSMG _
f
1 0+00 AT THE CONTRACTOR'S EXPENSE. CONDUIT
` - z
,I 1 STA. 3+55.91:INSTALLED 8'a6'TEE,
- R • I 11 __ �� IPE,AND FIRE
HYDRANT(9`O6 BURY)PW/AUX. VALVE
52A-p5 -' ASSEMBLY(W/MEGALUG M.J. RESTRAINT)
VIS1650'* -
m
AS-BUILT DRAWING
• I / & i ade be_': ` h.. -.
0_u=fl — S . 3+57.75 END WATER DECEMBER 2004
i u
Y,,,, MAIN w/CAP AND IMRUST
I BLOCK
1
. TNG.HSpNF�1 Iozemo(Creek �l
�DCE'oF-- �� I I I
204 CIA
\ Sourdough IEIGge Condominiums
WATERAIN a r en L Stationing
200 _ Unit No. ' Station Length
W> w w 4 7+25.0 38.5 Lett "0
5 1+27.0 38.7 Left
< < 3 1+39.1 10.4 RighI
2 1+41.1 10.6 Right
- o 6 2+47.3 45.2 Left
\ <Zm e Nti"g ground 'n. 7 2+49.3 45.2 Left
196 ) me - - $ _...—_1F76d - . 40.7 Left 196
< T 1 3+01.2 9.7 Right
/ + siU I, ground K i�
p p — 192
188
STA. 0+00:
EXIS r'n\
TING 14" N J g 3 T< W p
C.I. WATER \ rvu
MAIN \ \ o
784 6,5•MIN.COVER \ _ ut; In<� n e
(TYP.j \ n w0 i i - 184
NOTE: THE CRY OF BOZEN N WATER
DEPT. SHALL MAKE THE TAP AT STA. \
0+00 A7 THE CONTRACTOR'S EXPENSE \
180
\ I5"aform � 180
\4
e" a.,class 51 �\ -7� -
buctil Iron Wat.r
main /
\ / 15' IMP
� 1'1� cui.ert
172 _ AA - - 172
I�I
Is$ - _ I68
AS-BUILT DRAWING
DECEMBER 2004
u+40 0+00 0.40 0+80 1+20 1+60 2+00 2+40 2+80 1+20 3+60 4+00 4+40 4+80 5+20 3+60
: O�yT 91j I DESIGN BY DAZE/18/2003 DRAWN DAJ DATE., SCALES DRAW NG SCALES:
Rocky Mountain Engineers, P.L.L.C. REVISIONS: DATE' DHECKED BY DATE PLAN VIEW: HORIZONTAL ," = 40'
5653 ES RNacotM NW wafMm. 7-RAY-2004 CJQ4CG3 G�(]QO[til �4Qo 0�00 40 4 ��3ga�D �3GL]Gi
RAY H.CENTER A4-Burt D—I q 2-c.o.-zaw CONTOUR INTERVAL: 1' 6 6 6
Civil Engineering & Land Surveying 'r^ + a , PROFILE VIEW: HORIZONTAL 1" = 40'
1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859EER A�sVP = y DRAWING FILENAME: /9968ose-AsBlt.dwq 12/10/2004 VERTICAL 1" = 4' pd ip� � 1ti�❑
/f f� E sUn91
Goroge
TYPICAL CROSS-SECTION
a
PRIVATE INTERIOR STREETS
• 1 BACK BACK
OF OF
- r--I CURB 'C CURB
29.0
4.0 14.5� CITY STD.CURB @ G.1--I
SEE STD.DWG.No. -
/ 3'ASPHALT PAVEMENT
scale: I^=40. 2z 2%
1
0 20 40 80
I II 6^, I'-MINUS CRUSHED GRAVEL
1 l 3 �i TILITY GRDS<IN� 4'WIDE SIDEWALK ON ONE
- 9 6'-MINUS SELECT SUB-BASE GRAVEL OR BOTH SIDES OF PRIVAT:
1 CONDUIT 1 STREETS WHERE SHOWN 01,
�I NOTE: EAST-WEST STREET SHALL HAVE 3%CROWN, PLAN SHEET.
i 1 �
1
I LCON11 uLp STANDARD
CURB ACgOSS END OF
.b STREET _
i
STA. 0.27.45 - BEGIN
I1 , STD. CURB
STA. 0+37.30-_BEGIN_ __
N .m STD,GOP& -i 4 _\ I MATCHEDP`.
0 5pRFACE
E%IST11� _
- ♦ PAp1US _ ___
18.5� ASPHALT ..
EDGE - - en o
hi"If f
l- WoY
R19 y�
I STA Urc,cG S�uI At L _ CO,
q \\
�. CxbIM9 1 In+/i0r4
Calwrf I
0 atij
QF:
AS-BUILT DRAWING
DECEMBER 2004
sa c ASPHA`s - QoZemo^ Creek I I I
♦ ,e�.,lorfne.Wov � I
opproxtmate location
196
192
96
Y184
NPI
Top bark of
I byy F / SIO. D ^P / _- <P Dock el<9A
11
/
pp i0u � /
6 - �. / C.i•Nrq gro9n xerlooe
y - 174
176
\\\ /�iN�; ESlafing grountl Surface `/ i
172 I __
172 - R GHT CURB -- fi - -�172
LEFT CURB 72
-0.M 0.00 0.M 0.10 1.20 1.60 1.00 2+40 1.60 3+20 3.60°
-0+40 0+00 0+40 0+80 1+20 r�- .400 2+40 2+80 3+20
AS-BUILT DRAWING
DECEMBER 2004
,
• 0j1T ,, DESIGN BY DATE DRAwN BY: DATE:
'!� y'', DAJ 11/19/2003 DAJ 11/19/2003 DRAWING ccALFS,
Rocky Mountain Engineers, P.L.L.C. � �,,, REVISIONS DATE CH CKED BY DATE - _ OMG�D oO J�U L V��L7LnS�L7 VOO VDD OO LMJ�JV��MJG
PLAN VIEW: HORIZONTAL. 1' - 40'
-- RAY H.CENTER 4x-a,ar aoeMy z-r>K.-aoo. ' 4O
Civil Engineering & Land Surveying =� 5653 ES CONTOUR INTERVAL 1 -
%r,i 46,St CaE� PROFILE VIEW: HORIZONTAL: 1" = 40'
1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-48594f
=
1yt1Fq` `p DRAWING FILENAME VERTICAL: 1" 4'0//9968ose-AsBIt.Awg 12/12004 - -
P
SDMN/4-Sfa 2+53.96
1 84.8 1
Rlm MY
180.23 Inv."(IN)
-failed Combination Manho,•
py` and Inl.f(COB Sid. Dwp No,
r l 02721-20)wBh IFCO 788
Build berm w/3 wide,toP f M•NN.OraN or•quo,.
elevation 185.0 to Colbcf runoff\
Irom•oat and dir•c1 i1 Into Inlet. -
I wale D•1w••n houses 10 co1
r i ul d
f I B noff. colsfmct hou•.
over/low ru
_ 52 1 0'1+63 1 Sfa rmum o N 3 In M m SD I a� wal a
foundations
(r. 183.56 RI-Et.v. \ aDov (lnlaMd grad•-
176.16 In,'In )
' ('
r
_— -qt +-.- SDMN/2-St. 1+34.0/
--- - - - - ---_ 182.23 Rim EI•v.
I 176.69 Inv.0u1(W)
'\ 177.17 Inv.In(N)
1
[ UTILITY CROSSW
CONDUIT
C B
Te "il
it
m
Alp
CA 'f 6a L F t ew"w wee AS BUILT DRAWING
R
°°'e:m t �'"":�_J /r10"Int•1 an DECEMBER 2004
e tF' A co 01
Sfa 0+00
d,00d de I -7 173.6J.BJ Rim Elw.
jS PTaL se lI_� - L 1 7 1.19 In'.Ouf(W)
171.38 Inv.ln(E)
171.24 b..b(s)
Sbnn drain manhob per CMy of Boz.man
drawwi�ng o2722-I With IhCO 772-0
_ I Ifid. an(1•b1Nd
sfd. -1 W
� o�PSPNP�T � goZernan Cr.rl \
Scala: I"=40'
_ 0,_Ex15
- _COcF. of /// ��� I 0 20 40 80
e
.✓' �� Genteel o1,W0Y
o d
cz
192 - -___ I— ,�� 192
STORM DRAIN n
_o 'o
ToEso
188
to c m
u znm�
c Finished
Surf--.
13 u y
180 + - 180
o Esc -
176
A
j'n _ /// 9DSDR SS IPVC O 2.57%
o rdou9^
poodl 29.18 LF 15" 176
ASTM 3034
`A3s SDR 35 PVC
}hS3 i.141L I O 3.89V
172 i_ _ -__ -+Z'S°oA 5S QJC 172
I 188 8"Sanitary Awe.
I
/2.1- en0uord insulation
abov.sewer
16. -1 --� 164 AS-BUILT DRAWING
-0+40 0+00 0+40 0+80 1+20 1+60 2+00 2+40 2+80 3.20
DECEMBER 2004
`ON'fdn'?brr DESIGN By DATE DRAWN BY: DA �OVW DDOO V�W V�LJ`'L�L.�.1�1.� OOO W DDOLAAJ�W�VLA,U�
I' :'I: ;iO3 I DRAWING SCALES:
Rocky Mountain Engineers, P.L.L.C. err"I REIAsION DATE CHECKED ay CIATE'Z' 2°°3
PLAN VIEW: HORIZONTAL: 1" = 40'
�Y5 H.6530 ES CONTOUR INTERVAL 1' LA.IJ �4�e 0000 40 90f,&Q)t
Civil Engineering & Land Surveying (� [�
y + o PROFILE VIEW: HORIZONTAL: 1" = 40' 0� UD
r P�7rn1�n. Mo�f era c,9".. (4nF : 4
-1 `r1 4"R 1'STE DRAWING FILENAME. /9966ase-ASBIt.dwq 12/10/2004 VERTICAL: 1" 4'