HomeMy WebLinkAboutWest Winds Subdivision Phase 4 PLANS FOR
1—,FI ---- WEST WINDS PLANNED COMMUNITY
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PHASE 4 SUBDIVISION
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I` _6---- HALES CItY -
-1 _ ROAD AND UTILITY PLANS
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VICINITY MAP
NOT TO SCALE
BOZEMAN, MONTANA
NIN Caner of
North y Corner of
Section 2, 2"B.C.
"779 ES",US' Section 2, B.C.
S"
below asphalt--` 35 "MDT \
� S89'43'51"W 2644.67' TIS, R5E
3 2 T2S, R5E
4, PHASE 2B
P�
Of
PHASE 2A
F'7 9\\P -Center North Yls
'J \ Corner of Section L,
(� 2Y'B.C. "3111 ES` PREPARED FOR: PREPARED BY:
CASCADE DEVELOPMENT, INC. HKM ENGINEERING
PHASE I 1627 WEST MAIN STREET 920 Technology Blvd. Suite A
W SUITE #223 Bozeman, MT. 597158
N PHASE 4 BOZEMAN, MONTANA 59715 (406) 586-8834
ENGINEERING FAX (406) 586-1730
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2 0 PROJECT NO. 04SO67.125
OCTOBER 2008
PHASE PHASE 1A
West Yi Corner of
Section 2, 1"Pipe,
1.5'below surface
- PROJECT MANAGER/ENGINEER
S89'42'52"W 2639.32' Center of Section 2, �d"lli T A��'.
RECORD "T
Location Map of the YPC marked"S.S. & ,'�
WEST WINDS SUBDIVISION En9° DRA WINGS .* =A�,AaY w.'„�_ Na.
=tea LowE -o=
7—.2 O— 09 =0;,,,2923 PE;'2w� ZACHMY W.LOWE 12923 PE r—1
in the NW %4 of Section 2, T2S, R5E, P.M.M. ' Prat \A
o���Ni inrp�, HKM ENG EERAICi W.
Copyright ®2008 HKM Engineering, All Rights Reserved.
1
GENERAL NOTES.'
m
1. THE LOCA FION OF EXISTING UTILITIES SHOWN 15 APPROX/MATE AND THE 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL, 17 EROSION CONTROL IS THE RESPONSIBILITY OF THE CONTRACTOR. THE 24. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN
CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION. THE CONTRACTOR IS INCLUDING, BUT NOT LIMITED TO, DETOURS, SIGNAGf, AND FLAGGING PERSONNEL. MONTANA DEPARTMENT OF ENNRONM£NTAL QUALITY(MDEQ) MAY REQUIRE A WATER SUPPLY SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL
REQUIRED TO TAKE ALL PRECAUTIONARY MEANS TO PROTECT ALL EXISTING NOTICE OF INTENT(NOI) & STORMWATER POLLUTION PREVENTION PLAN ONLY. 2
UTILITIES. 9. ROAD SIGNS SHALL BE INSTALLED IN COMPLIANCE WITH THE CURRENT EDITION (SWPPP) FOR STORM WATER ASSOCIATED Wi TH CONSTRUCTION ACTIWRES. IT
OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 25. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM
IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE IF SUCH PERMI T7INC
2. WHERE CONDITIONS ARE ENCOUNTERED WHICH APPEAR DIFFERENT FROM OF 24-HOURS PRIOR TO BEGINNING ANY WORK.
THOSE INDICATED ON THE PLANS OR IN THE SPECIFICATIONS, THE CONTRACTOR 10. ALL EMBANKMENT MATERIAL SHALL BE COMPACTED/N ACCORDANCE WITH IS REQUIRED& TO OBTAIN THE PERMITTING IN A TIMELY MANNER PRIOR TO
SHALL NOTIFY THE RESIDENT PROJECT REPRESENTATIVE(RPR)PRIOR TO THE SECTION 02230 OF THE MOST RECENT EDITION OF MONTANA PUBLIC WORKS CONSTRUCTION. THE SWPPP IS NOT INCLUDED IN THIS PLAN SET 26. USE UNDERGROUND PIPE HA NNG MECHANICAL OR PUSH-ON JOINTS Z
PERFORMANCE OF WORK. STANDARD SPECIFICATIONS(MPWSS). 18. ALL UALITY TRENCHES SHALL BE BEDDED, BACKF/LCf0, AND MEETING AWWA C111. USE UNDERGROUND FITTINGS HAVING MECHANICAL
COMPACTED PER CITY H S SHALN STANDARD DETAIL LLENO, 02221-1. JOINTS MEETNG AWWA C111. IF RESTRAINED JOINTS AT FITTINGS ARE
J. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE 11. LIMIT CONSTRUCTION AND SUPPORT ACTIVITIES TO THE PROJECT LIMITS. REQUIRED, USE MEGALUG MECHANICAL JOINT RESTRAINT OR MEGAFLANGE
CITY OF BOZEMAN MODIFICATIONS TO MONTANA PUBLIC WORKS STANDARD RESTRAINED FLANGE ADAPTER, MANUFACTURED BY fBBA IRON SALES, OR o�
I2. ALL EXCAVATION SHALL BE PERFORMED UTILIZING TRADITIONAL EXCAVATION 79. ALL CURB AND GUTTER SHALL BE CONSTRUCTED PER CITY OF i
SPECIFICATIONS FIFTH EDITION, UNLESS INDICATED OTHERWISE ON THE CONTRACT BOZfMAN STANDARD DRAWING NO. 02528-1. UN!-FLANGE SERIES 1400 RETAINER GLANDS, MANUFACTURED BY FORD
DOCUMENTS. ORDER OF PRECEDENCE SHALL BE CITY OF BOZEMAN MODIFICATIONS, MEANS (BULLDOZER, EXCAVATOR, ETC). BLA57ING OF ROCK MATERIALS SHALL METER BOX. WATER MAIN FITTINGS TO BE THRUST BLOCKED SHALL BE IN mwoo
FOLLOWED BY MONTANA PUBLIC WORKS. NOT BE PERMITTED WITHOUT PRIOR APPROVAL OF THE RPR. 20, ALL DOUBLE GUTTERS AND FILLETS, SHALL BE CONSTRUCTED PER CITY CONFORMANCE WITH CITY OF BOZEMAN STD. DWG. NQ'S 02660-1 AND 02660-J 3 F�iF
4- CONSTRUCTION SAFETY AND SANITATION FAC/UAES SHALL BE PRONDED BY 13. ANY REMOVEDOF BOZEMAN STANDARD DRAWING N0, 02529-1 AND NO 02529-2.STRUCTURES SHALL BE DISPOSED OF OFF THE SITE IN A THE CONTRACTOR AND MAINTAINED BY THE CONTRACTOR. LAWFUL MANNER. 27. WATER SERVICE SHALL BE INSTALLED PER CITY OF BOZEMAN
21. PEDESTRIANS RAMPS WILL BE CONSTRUCTED AT ALL INTERSECTIONS STANDARD DRAWING NO. 02660-6.
5. THE CONTRACTOR SHALL PROTECT ADJACENT PRIVATE AND PUBLIC PROPERTY PER CITY OF BOZEMAN STANDARD DRAWING NO. 02529-8.
14. THECONTRACTOR SHALL PROVIDE A SET OF AS BUILT DRAWINGS TO THE RPR
FROM DAMAGE DURING CONSTRUCTION. PR10R TO THE FINAL ACCEPTANCE 28. SANITARY SEWER MANHOLES SHALL BE INSTALLED PER CITY OF
22. ALL FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF BOZEMAN BOZEMAN STANDARD DRAWING NO.'S 02720-3 AND 02720-7
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ANY AND ALL 15. CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL, USING WATER OR STANDARD DRAWING NO. 02660-4 AND NO. 02660-5.
UTILITIES IN THE AREA PRIOR TO BEGINNING ANY WORK ON THIS PROJECT OTHER METHODS APPROVED BY THE REPRESEN TA AVE. 29. SANITARY SEWER SERVICES SHALL BE INSTALLED PER CITY OF W
2J. STREET MARKERS, REGULATORY, SIGNS AND DEAD END BARRIERS, BOZEMAN STANDARD DRAWING N0. 02730-2. U)
7. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS SO THAT THERE IS 16. CONTRACTOR SHALL FIELD VERIFY INVERT ELEVATIONS, PIPE SIZES. LENGTHS, SHALL BE INSTALLED PER CITY OF BOZEMAN STANDARD DRAWING NO Q
MINIMAL DISTURBANCE OF THE USE OF CITY STREETS AFFECTED BY THE WORK. CORRUGATIONS, AND MA TER/ALS BEFORE ORDERING. 09610-1, 09810-2, AND 09810-4 W/TH STORTZ CONNECTIONS. 30. STANDARD WATER AND SEWER SERVICE LOCATIONS SHALL BE IN d Z
THE CONTRACTOR SHALL COORDINATE WITH THE CITY ENGINEER AND PROJECT COMPLIANCE WITH CITY OF BOZEMAN STANDARD DRAWING NO. 02660-16,
ENGINEER IN PLANNING SUCH TRAFFIC CONTROL. EXCEPT AS NOTED ON PLANS. W
LLI
Z
SHEET INDEX
SURVEY CONTROL w w
SNT. NO. TITLE PROJECT HORIZONTAL DATUM: ASSUMED 0 Q 0 Z
G-1 COVER SHEET PROJECT VERTICAL DATUM: in 0-
G-2 GENERAL NOTES,PROJECT LEGEND& SHEET INDEX CITY OF BOZEMAN W W Uj W
G-3 SHEET LAYOUT PLAN& CONSTRUCTION ROUTE Z N
SEE SHEET G-J FOR BENCHMARK I m G-4 EASEMENT EXHIBIT INFORMATION O JQ
C-1 MINTERS WAY ROAD/STORM PLAN& PROFILE a Z
C-2 WINDWARD AVENUE ROAD/STORM PLAN& PROFILE to -1
C-3 WINTER PARK STREET ROAD/STORM PLAN & PROFILE Q
C-4 BREEZE LANE ROAD/STORM PLAN Z
SS-1 HUNTERS WAY SANITARY SEWER PLAN&PROFILE W
SS-2 WESTWIND WAY SANITARY SEWER PLAN&PROFILE ('}
SS-3 WINTER PARK STREET SANITARY SEWER PLAN& PROFILE UJ
SS-4 WINDWARD AVENUE SANITARY SEWER PLAN& PROFILE
SS-5 BREEZE LANE SANITARY SEWER PLAN
W-1 HUNTERS WAY WATER PLAN&PROFILE
W-2 WESTWND WAY WATER PLAN&PROFILE
W-3 WINTER PARK STREET WATER PLAN& PROFILE
W-4 WINDWARD AVENUE WATER PLAN& PROFILE
W-5 BREEZE LANE WATER PLAN
S-1 HUNTERS WAY SIGNING PLAN
S-2 WINDWARD AVENUE SIGNNG PLAN
S-3 WINTER PARK STREET SIGNNG PLAN p,INr 1111f,,
S-4 BREEZE LANE SIGNING PLAN RECORD
EC-1 EROSION CONTROL PLAN zaCHARY w.
L-1 STREET LGH NG PLAN DRAWINGS =A LDWE IW
D-1 TYPICAL ROAD SECTIONS&DETAILS ry_ 0-0
_O n 'o% 112923 PEE j
D-2 STORMWATER DETENTION POND 1 SECTIONS AND DETAILS
/ e7 ��s''`°'�*'"`'V
D-3 STORMWATER DETENTION POND 2 SECTIONS AND DETAILS
D-4 GENERAL DETAILS
GENERAL PROJECT LEGEND COMMON ABBREVIA TONS
EXISTJIIK'/TENS AEW ITEMS _ SO STORM DRAIN Pm POINT OF VERTICAL INTERSECTION
PP POWER POLE BVCS BEGIN VERTICAL CURVE STATION
-4725 EXISTING GROUND INDEX CONTOUR NEW SIGN - - --NEW UTILITY EASEMENT GA GUY ANCHOR EVCS END VERTICAL CURVE STATION
EDP EDGE OF PAVEMENT BVCE BEGIN VERTICAL CURVE ELEVATION Q
-- EXISTING GROUND MINOR CONTOUR NEW SEWER MANHOLE ---NEW LOT LINE L.F. LINEAL FEET EVCE END VERTICAL CURVE ELEVATION m
EXISTING EDGE OF ROAD NEW SEWER LINE -----NEW PUBLIC RIGHT-OF-WAY EL. ELEVATION I.E. INVERT ELEVATION
to
■ EXISTING POWER POLE NEW SEWER SERVICE --- -- NEW ROAD CENTERLINE (TYP) TYPICAL INV. EL. INVERT ELEVATION f7 M o
INV. INVERT UG-PWR UNDERGROUND POWER mncor-
FWH EXISTING OVERHEAD POWER NEW WATER SERVICE I I NEW TRANSFORMER S= SLOPE UG-TEL UNDERGROUND TELEPHONE �M h h
I EXISTING SIGN T NEW WATER VALVE - NEW ELECTRIC/GAS LINES C.B. CATCH BASIN IN INCH W OF
MH MANHOLE W 0
EXISTING SEWER MANHOLE f. NEW WATER LINE MJ BEND NEW LIGHT POLES CMP CORRUGATED METAL PIPE Z V O
L C
CL CENTERLINE DH DRILL HOLE - v A"
SWk EXISTING SEWER LINE NEW WATER LINE TEE ^ NEW PEDESTRIAN RAMPS FL FLOWLINE FT FOOT L ~N 0 k
% EXISTING WATER VALVE �E+ NEW WATER LINE CROSS OHP OVERHEAD POWER CP CONTROL POINT W mm.
A EXISTING FIRE HYDRANT Y NEW FIRE HYDRANT
C.O. CONTRACTING OFFICER VC VERTICAL CURVE
C.O.R. CONTRACTING OFFICER CP CONTROL POINT
W EXISTING WATER LINE NEW WATER LINE REPRESENTATIVE Sheet No. 2
PC POINT OF CURVE
0 LT LEFT PT POINT OF TANGENCY EXISTING TRANSFORMER ® NEW STORM DRAIN MANHOLE ^-2
K CURVE COEFFICIENT V
- - - EXISTING ELECTRIC/GAS ❑ NEW STORM DRAIN DROP INLET A D ALGEBRAIC DIFFERENCE
EXISTING LIGHT POLE NEW STORM DRAIN LINE "I
Copyright 02008 HKM Engineering, All Rights Reserved.
I I I L- -- J o
I I I T
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6
SHEETS SS-2 & w-2
SHEET C-2
\ I d H
I CY
\1 1\\ SHEETS C-1, SS-1, W-1 & S-1 O
SHEETS C-3, SS-4, W-4 & S-3
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1 I I I BENCH MARK \ \ _ r- - - - - -
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BREEZ£LANf I I
ZACH ARY W.5'i*=
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SHEETS SS-3, W-3 & S-2 \ \
, - , IBENCH MARK
SHEETS C-4, SS-5, W-5 & S-4 I
FH CAP BOLT - —� I \
I ELEV.=4730.81
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——_————— ——— —— N,y OLOAK STREET m m d LL
- - -RECORD
CONSTRUCTION ROUTE DRAWINGS
7-20-09
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Copyright 0 2008 HKM Engineering, All Rights Reserved.
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—_ —\� — 30•j3TILTY EASEMENT ITYP) \ 3 0 ?o i o
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I EASEMENT
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EASEMENT STA:15+22—
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EASEMENT \
UBuc VREEr \ PARK AREA \t \\ I W
STA: F1.80.81 EAEMENT 5,930sq. ft.
sia JHi.m SIA:x'r. IvH326F \
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aTs[e / \ \• \
\ usuc sTREEr \` I PARK AREA _�-��� \ 6,679 sq.It. \\
EASEMENTan L LOT 1
EASEMENT \ 20,341 sq.Ft. �- \
TWNDS
AREA—
STA..m--a8-Q00 arTgr.• \ rd LOT 2 •'\R \ II
1 S7ws.A "M 11 \ 6,679 sq, ft.
ro.oa av a+oo +ao WINTER FARK ST EET 5.00
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- -TS— ————— bu' —_——
12'UTILTY EASEMENT(TYP.) 1g .� LO 3 \ I # ZACIIAR Y W..''s*
INE qxOp WATER L 6,6q. ft. 1, \ _ 's
EASEMENT WATER LINE AND IRT \ \ ` ❑:0
SANITARY SEWER 1 \ �/ \ �Ocs 12923 PE 2W
STORM
EWER EASEMENT %I \ \ %! \ \ .k.,EASET
aSrs�r.•la0on e \ \ LOT 4
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LOT 1 \\ \ 6,679 x. it.
PHASE 4 I 152,229 sq ft
LOT 3 I I8 -
167,439 sq It SANITARY EWER LOT 5
_ AND S70RM EWER \\ \ 6,736 sq.ft.
f U TURF EASEMENT \
PHASE 5
STORM DRAINAGE
EASEMENT
S70RMWATER w I O I LOT 1 \ Z i m to r�-
RETENTIOn POND I ar. I \ 7,393 sq.n. C� WINDS� —m p�7 s�D f0
i .APIE V P ANBA w 1t-00 N
C l� �l \ zeatT 1 W OH�.
N I8'PVC STORM MH N `,� W—
LINE�TYPJ 5•SIDEWALK(7YP) 6O'R/W —J L————_———— ! $R Y \ I Z c a a
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c8 BREEZE LANE
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60 () 60 120 2'CA rCH CURB 35•78C �C �— \ w I DRAWINGS
TEMPORARY 18"PVC STORM CUL-DE-SAC (TIP) UTILITY I I \ \ j �J G 4
1 �•, ' s�O—O 9
scale feet WIcAP CONDUITS / —�i
1 1
Copyright 0 2008 HKM Engineering, All Rights Reserved.
STA.11+61 19.00'LT
n
INSTALL 48'C COMBINATION
MANHOLE CB-3
CITY OF BOZEMAN STANDARD
DRAWING N0.02720-1B(TYP) m
55 LF 6,0'WIDE CONCRETE
SIDEWALK&PEDESTRIAN ' 1 I
RAMPS(BY OTHERS) 3 1 (CONSTRUCT 70'0 TEMP. 2 ` 1
\ � 11 .` •\ END CONST - GRAVEL CUL-DE-SAC
INSTALL 33 LF 15"0 CUT LL \ STA. 12+54.66
1 ` 1 STORM DRAIN LIMITS `, I EL=4721,49
1 A CAP&MARK I N=15936.33 { _- -— � Z _ o
\ \ 1 t _ -- INSTALL 43 F. z
E=12503.56
\ INSTALL 38 L.F18'0 , -- STORMWATER y I
INSTALL 427 LF.' STORM DRAIN i4+00 CONVEYANCE DITCH N N
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\ \ 1 0 4 CURB&GUTTER I \ _~; �I-1.- I I o ts
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\ PROPOSED '; �` STORMWATER DETENTION I z g�
\ \ \\\ 3 CONSTRUCT 427 LF. 8"WATER , { POND 1, 11,445 CF
ASPHALT ROAD
\\ \ \1 I)EXISTING _—
\ tC \yy 8'SEWER/ Y 1
\ 75 \1 374 LF 5.0'WIDE CONCRETE �,. II\ / (III 1 )1 A
SIDEWALK(BY OTHERS , _ \ / I
�� N % N. t 1 _ \ I• / \\ 7// -I STALL 48"0 FL, .; I
\ \"INSTALL 66 LF 15"0 / \ �. i i/ CONTROL MANHOLE p-
\\ �''i INSTALL 167 LF 21'0 1 I '� W
\ STORM DRAIN
\ CAP&MARK - _ �•�% 'm -3034 PVC S ORM` - _ / 1 W J
J p 64 LF
EXISIING UTILITY SIDEWALK
WIDE CONCRETE _ 0
SIDEWALK(BY OTHERS) / \ 'CONSTRUCT 22 LF. 6'WIDE OVERFLOW I fZ Ct
CONDUITS TYP. - \\ �� ,� - - o• 1 .- `, /. y i \ SWALE.2:1 SLOPES,ARMOR ENTIRE LENGTH I
/ \ �• - +� \ / p \ STA.11+61 19.00'RT 1 t VATn 12"DEEP,3"MINUS PIT RUN 06
_ y INSTALL 60'/COMBINATION + RIP-RAP.INSTALL PROPEX 4553 FILTER Z N
STA.7+95.59 `� r J "MANHOLE CB-2 P _ �.. \ J•FABRIC UNDER ALL RIP-RAP. Q
/ EL=4725,63' �' \.. / O 1 qtt OF BOZEMAN STANDARD \ l� �1 Z J
INTERSECTION OF HUNTERS WAY J \y -- 6 r 343 LF 5.0'WIDE CONCRETE / DRAWING N0.02720�18(TYP) - j ,\ / , F a +
AND BREEZE LANE % O N
N-15508.33 `ems SIDEWALK(BY OTHERS) ,/ INSTALL 209 LF 21'0 Z INSTALL 132 LF. \ \ \ j il'
E-12670.D8 ,/ .D- 034 PVC STORM p_2 STORMWATER 1 ! O Z 0 0
S-0.90% CONVEYANCE DITCH 1 1
STA.9+52 19.00'RT i `{ 1 / V Q (~ H
INSTALL 60"0 COMBINATION i S-1.5% IL t I O fq O
A 'MANHOLE CB-1 % 1 — _
\ •O INSTALL 112 LF 18'0'� -CITY OF BOZEMAN STANDARD IN\427 LE Z / / 11 1 / Z N N
- BEGIN CONSTRUCTION r - Q
Ay STA.8+28.10 \ INS VC STORM DRAWING NO.02720-18(T1P) / ` Z
\ i. CURB&GUTTER 'p�4 // 1 �L 1 m 0 t
EL=4725.41' \ O � s=1.13% _ � � _
,N=1553&59 �J �� REMOVE AND REUSE FLOW \� - % '1 LL IL } Q
_,E-12658.24 CONTROL MANHOLE AND PIPE — L I ' Q
RLL AND REGRADE TEMPORARY i ,I kjT
STA.8+40 18.50'RT \ REMOVE AND REUSE STORMWATER POND TO EXISTING .� - 1 1 Z
CONNECT IN EXISTING N21'0EW RCP PIPE AT /CONTOURS.RECLAIM&RESEED � � ' I 1 W
STORMDRAIN INLET NEW TEMP.POND 1 � � { 50 0 50 1D0
/ PLUG OUTLET TO EXISTING \ (THIS SHEET) REGRADED AREA \ 11 II ,\ f" F-
/ TEMPORARY STORMWATER \ \ / - / _I LINTERS:-'WAY ,1 II 9�ale feet
X\ / PROFILE -
Scale 1'=50' Horiz.
Scale 1"=5' Vert.
> - APPROXIMATE -
3 - - EXISTING GROUND AT _ -
�' CENTERLINE ROAD - -
3 4735
4735 _[ . . - .APPROXIMATE . . . . . .
j FINISHED GRADE AT
CENTERLINE ROAD 3 _ _ �`,111141T4 f-
asg8 N �. m '�'i o� �x � - .'A ZACHARY W.�'t�A=_
4730 ; + � ��+ -N N a. 4730 t ;
. . .n..~ U APPROXIMATE TOP . . . .?,�,.� - - _ y. . . . . . . . �. . . `ems L =wj
oiw titi�wyWS 12923 PE
ct
OF NEW CURB 13�.t 8.* 3 =•�`'+ 2.
i HN47 Wvi� _ .Q > ��a
In o y. n o.- _ .,ON L pt
7 _ 5 A tl ^a n FUTURE fINlSH6D GRADE �' 4725 n9uUt
4725 -0.785. . . .a d . .42.7 yLS - .w�' - . .MY OTHERSJ.
-- - f �1INSTALL —-�
CAP- .low 18'I D_3034 PF —__ -7.07% -
�� INSTALL 209 L. 21 1 CAP ----
' . . :��. . . . 113�' - - :- P�07% .DEIENIICN POND 0
D-3034 TEMPORARY 472
4720 I I. S`•. O INSTALL 18T GF. 21%D_ . . -
INSTALL -
( - 88 LF 15'I S S-a eOX - INSTALL .
_I 0
4715 D-3034 PVC LT-.-— h- v Ri— -_ _ --— �N _. - 33 LF 75'I—// - 4715. .
5=0.40x . . . . >E L �n .��. . . - Q
11�� _ ,. . .I! -N D-304.PVC - I INSTALL
ar y3 di g-gyp ER __ _ — S=0.4OX - - 38 IF 1810 I
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47DD HUNTERS WAY - .. ..RECORD 4700
,n . O 'DRAWINGS
RAWINGS Sheet No. I
0 'Po
N NMI 7-2009 Y-1
1+50 1+00 7+5D 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+DO 12+50 13+00 13+50 14+00 14+50 15+00 1+50 1+00 of 4
Copyright 0 2008 HKM Engineering, All Rights Reserved.
STA.10+67.21� o
i( I EL-4721.82' o
INTERSECTION OF WINDWARD AVE �'�'. - ._` I I I _
AND TINTER PARK STREET �I� j� DOUBLE GUTTER,qTY OF - m
N-15785.29 I�1 _� BOZEMAN STANDARD DRAWING \ _ \ -,
\ III E-12133.23 - Y{ ! y t \ NO. 02529-1
\ \ I STA.10+39.98 16.50'LT I \ \ ` \ oc-
\ I - 1 I I '.jT 1 59 LF 6.0'WIDE CONCRETE. _ �. \ _ '�
\ - I INSTALL 450 LF. "INSTALL STANDARD SQUARE I : 1 -- Y INSTALL 365 LF.
I I 1 SIDEWALK(BY OTHERS) _ \ o'
U.
�- I\ 35.00 ROAD SECTION INLET CB-5 _ _2 M A \ o:
INSTALL PEDESTRIAN RAMP CITY I. I CITY OF BOZEMAN STANDARD RELEASE DITCH \
'.� I INSTALL 56 LF. 2 _
\,OF BOZEMAN STANDARD II 1r I Z INSTALL 360 LF. DRAWING N0.02720-IA(TYP) I V {i I ! CURB&GUTTER \
ORAWNING NO.02529-8(TYP.) N I CURB @ GUTTER I D-4 - \ z°
D-4 4 INSTALL UTILITY CONDUITS I I I \
� END CONSTRUCTION \
D-p TYPICAL I I y I ` STA.11+52.61
360 LF 5.0'WIDE CONCRETE PROPOSED 8"SEWER I I I "� - EL-4720.91 _ 14+00
N-15868.41
E-12113.64
SIDEWALK(BY OTHERS)
I TI LL I \
\BF.GIN CONSTRUCTION I'i. I � I
A. + i i ( PROPOSED D I D W I j y \ - oo \ 1 \ 3 -
EL-4728.25' I I I I i 8' ATF_R \ _ 8 `° \\ I _I 1 - _ _ _ }' _�- - - - - - - \ -—
N-15423 05
E 1215811.33 I I ` a$ 9.�` 1' f _ --- —-—-—-—-—-— ---- —-—-— \
Lu
+ v �swn, h,W, R Ws 'v J
�- WIND tifARD A NI7E - ,_ � a LL
- - S i INSTALL TEMPORARY
7 2 _ POND
ECN If a
WW
y INSTALL 1 F CONSTRUCT TEMP.GRAVEL D13 PON 20580
_.__---_-_-.____._ _. ... --- - -- ER TURNAROUND AL 80 L 2'e HAMMERHEAD 1` r , W
---- - -------- �_ - - -d,_-- +C >• D-3034 PVC STORM _ I D-1 1 r
-----11 ---------- T---- ----��1 --- -- --- D S-0.40% I l 1
I INSTALL 30 LF 15'1 � o � � � 4Z �
EXISTING UTILITY I I D-3034 PVC v 7C I I I ~ a 4O
( \ STORM,5-0.40x ';� 64 LF 6.0'WIDE CONCRETE. 4 3 INSTALL 48'DIA. I 1 I Z N CONDUITS TYP.) I I $� $ D I
� SIDEWALK(BY OTHERS) ' � D_3 FLOW CONTROL 1 I I D� � +
I STA.7+05 16.00'RT lZ1( I rn -I I MANHOLE 1
'I CONNECT TO EXISTING I I ! I INSTALL 188 LF 18'o STA.10+46.25 16.50'RT 1 WW O
STORMDRAIN INLET I\i lzJ I �, 0-3034 PVC STORM 1 7
INSTALL 152 LF 18'e \S=1.70X INSTALL 60'e COMBINATION / 1 i Q N
I I D-3034 PVC STORM I MANHOLE CB-6 11 I I V Z ~
` REMOVE AND REUSE S=1.68X INSTALL 450 LF. Z CITY OF BOZEMAN STANDARD '1] - i- Q 0
1 1 STORM PIPE CURB h GUTTER `,DRAWING NO.02720-1B(TYP) ` 2 INSTALL 435 LF. ___-_-_-__��'� Q
(I �� INSTALL 26 LF 15'e D-4 1 F. `V:II 0-2 RELEASE DITCHORMWATER \ I Z N IN
FILL AND E ADE 391 LF 5.0'WIDE CONCRETE t:5 Q m W
TEMPORARY STORMWA pRAIN, S=0.40% SIDEWALK(BY OTHERS) % 1 1
I POND TO EXISTING I i I J D
CAP AND MARK
`r CONTOURS.REMOVE 1 STA.8+57.33 16.50'RT i � � W 1 �� � I I 1 n. Z Q
I ORGANICS AND BACKFILL 1� INSTALL 48'e COMBINAl10N \ �'�, 1 W
WITH 8'LIFTS COMPACTED 1; MANHOLE CB-4 ( 1 N
�— �- TO 95%STD PROCTOR. 11 `W CITY OF BOZEMAN STANDARD \ C 1•. 1 W` 1 I I I /I I / Z Q fA
1 1 DRAWING NO.D2720-18(TYP) 1 1 I �� 1 1 3 Q
50 0 50 100 \ (� �1 W 1 �
11 \ \ 1 ` 1I� r— Q
sale feet 1 �1 WIND WAND A VEN UE''� 1' \ y I W o W r l i i
PROFILE ti Z
PA STA = 7+70.00 I
PN ELEV = 4727.-87 Scale l'-50' Horiz. W IJ I J 3
Scale 1'-5' Vert. I
..1 A.D. - -1.46 - W
3 y K. 68.32
00 VC
p
h 8 to ZO 3 11
4735 y o$r�y .. N N. . $ � g .- _. 4735 . .. . IW
N O
V v.1. 1.aI. w a cs 3 1 I J
a N m 22 �p 11 `
APPROX/AfATE TOP � /I 1 �. 1 �� �,QN..•..,.A'N�y
a c� o N U _ ... �' "1 4730 1 �1 ZACHARY W'.", c
Of NEW CURB i♦ � `�� 1 i �44 /f=
4730 ti w wrygOa:. `v' LOWE W
12923 PE W�
my _ APPROXIMATE $ o q. F^I'v to to`.. . ¢d^ - - / '�•'
ti NN : �os�x -ams FINISHED GRADE AT < �F''••,a,..al.-`Gp
a.
. ~ X
CENTERLINE ROAD r
EX/ST. _ ar
4725 H a h 2 i J5`° VC STORM PIPE -4 /NSTq� p L.F, 16'0.0_- .� . .- .03 y a 5; H;, - h CS. . .:CEN.1£RUN ROAD
.A. .. - _. - . . . . .. . 1 11 ` I,`1 'b�NAinlpt
e 2 0 a P _ EXIS77NO GROUND
B _uC INS u .. - �FUTURE.FINISHED
h h 1S S 5 .. 4725 1 I
---
S_1 BX - O TA (fig — — —1.0 X :-- y 1 II'
4720 - _ ',I . . .. S.
B p�3p'34 . . . . - .. . �. ... . 7.0.. - 4720
Nay` ?37x SIF ta0 L.F. ?TM D-3034 P4>
ORAR POND �. 4715
4715 : .). 1, MSTALL ti�� . . . G . :5�114:D1. -
DE
b Lf 16.0
m a2 f DV7= I. z
f k lyV fL-4715 52 N 1 U S<EPIC a to
14
4710 va'.�j�� c� `O .q);hr :' 4 „2 _ �Q 4710 - Z>oo�ln�
I w .e ! �S �. ry. .ry -ConW
h I:aW1' y �m8�^ z a �8: ' r. �mlo
a°� dz2� 17
W°goo
4705 4705 - ZU�aa
h3 h z=f�aaa�
Q) y2I a22.2 2 y Z ry OX
h 1 RECORD
DRA WINGS' IL m a
4700 4700
WINDWARD. AVENUE
pn / —�Q
i O—O9 : Sheet No. 2
�'y
OI N N N
ifl Q Yl N N N O �• - - m n n
al e] n N 17 Y) < eM i`I O O N.OI - .m .� W -
n; C-2
6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 of 4
Copyright 02006 HKM Engineering, All Rights Reserved.
4. I I, l 1 IIII INSTALL PEDESTRIAN RAMP •1/1 l_ _,/ ''�
1 \ ,I I CITY OF BOZEMAN ANOA D
/I
I } 1 ( \ DRAWNING NO.02529-8
(TYP.) m
III I ./! I 2 INSTALL 465 L.F.
II I D_4 CURB k GUTTER
1- INSTALL UnLJtt CONDUITS srA: 2+Oa.61
CONSTRUCT 465 LF. D-2 (TYPICAL) r. 0.00 RQ 7 y I -
II "� \ p_1 ASPHALT ROAD 1-� 1 d
I BEGIN CONSTRUCTION - 440 LF 6.0'WADE CONCRETE 'I i 1 /
I I IIII IIII SEL 4722 5.
0 STA.5+41.95 18.50'LT SIDEWALK(BY OTHERS) srA: r1+60. N
N=15785.29 I r. +soo L 1 q / -
�I II I E-11668.29 STORM INLET CB-7 + '� 1 m rc z
1 I I I 1 1 IIII I srA: 3+iL06 CITY OF BOZEMAN STANDARD LIMITS PROPOSED sra: 11 52. 1 ', - 2 1 o
1 I QFrs'rr. 0.0o DRAWING NO.02720-1A(TYP) 8°WATER r. �� I END CONSTRUCTION i
I s PARK AREA TA +4.4 3 �o�ti
INSTALL 30 LF OF PROPOSED '•_6 1,1 1 i EL=4721.82'
15'PVC STORM PIPE _8'SEWER R W
1 INTERSECTION OF WINTER PARK
AT 0.5% - - STREET AND WINDWARD AVENUE
/ - - -
-� - - ----; -- - l E=121J323 J
I 'I t+ _ ?inn ::+nn / - - T� - •,+
srer
- - 07SE R
- ._ _ 1 -. , .._ 0- t__i�+ - --+ .__ ._ _.t_ 1 STA.-3r u„ W
Ix
- -- _-  _: -: -_ z-12°unun to
II� I I 11+ 3D rf+m- 1or00 =_"_ +60 -'e+a1 _ - ±oa-- WINTER !.A K ST EET 5+00 1 IL
-- ` ( _ CONDUIT CROSSINGS = �
-- - _ - '-
------ -- - ST
-- -.- STA.5+41.95 16.50'RT - ----- T ;i or-- -- 1 ' Q
J -/ -SM-e►7t79'
(I I jl I MANHOLE CB-8INSTALL 60"0 0MBINATION 1 1�1 MH CB-6
z
i- INSTALL PEDESTRIAN
1A 11 z
I 2 CONSTRUCT 70'0 TEMP. Cltt OF BOZEMAN _ _ ,pf/
IIII I / iI I p_1 CRA CUL-DE-SAC STANDARD DRAWING N0.
- \ *R'' 1 NO..025298(TYP.) .11-` 1�1 (SEE SHEET CC= F O +
1\ I I I 02720-18(TYP) I I pp
\l I Sri-•2+MP7 I
I I 1 11 II i t j 1 INSTALL 34 LF OF / r T.• 1200 R 1 1 I / O 2 FiQ O
III 21°PVC STORM PIPE INSTALL 195 LF 27°4 I 1 - I 1 V < Q F-
I I I I II I AT 0.5X CAP k MARK D-3034 PVC STORM I I I / _ 0 m Q tp
III - S=0.40% I - N I11 INSTALL 150 IF z7°r r PHASE 4 ' I i i Z N IX 0
PVC STORM LOT 3 I I 'y/ z O
S=0.40%
W II� I I g Q
J W
455 LF 5.0'WIDE CONCRETE .I� m Q
I' 1 STA.6+95.84 16.50'RT I O.
1/ II-I rlr SIDEWALK(BY OTHERS) INSTALL 60°0 COMBINATION INSTALL 24 LF N y
OF I -I E' F•'
MANHOLE CB-9 PVCSTORMPIPE
VI
PHASE 5 1 2 INSTALL 465 LF. CITY OF BOZEMAN AT D.S%CAP&MARK
p_4 CURB&CUTTER STANDARD DRAWING NO.
I -I Q
/ , I 02720-18(TYP) I L 50 0 50 100
aI 1I I,II, iI I WINTER PARK STREET ;, w � _j wale feet w Lu
ZPROFlIE
HIGH POINT ELEV=i+84.:4725,38 Scale 1°=50' Horiz.
- -
HIGH.POINT STA 1+84.98 Scale 1'=5' Vert.
PVl STA = 1+75.41
- HIGH POINT ELEV=-4722.87
PVI FLEV = 4725.79 LOW POINT ELEV= 4722.05" HIGH POINT STA'= 7+48.31 - - - -A.D. _--3.36 LOW POINT STA 5+41.95 - ........ : PM STA - 7+78.31
K = 29,78" PVI STA = 4+84.24 APPROXIMATE TOP PM ELEV- 4723.07 -
-100.00., VC. PM ELEV= 4721.60 .OF NEW:CURB A.D.....: ' _ -2.50
4735 : A.D. 1.86 ......:........ . K 40.00' 4735
K = 134.57 . . . . . . 100.00•.�. . .
a, y : 250.00' VC .. _ .. 1pu11nn,
4730 .+-. a N < of ri �. I _ I 2 �*, -
U U. - - U _ n. .� C q0'. ,TIN'' + n N N J .y 2 �11:
+ ^ v N N N N o h �;, 4730 v LOWE
FUTURE + r, n a. + - =o':, 12923 PE U�
DAVIS LANE.. m m w _ " ,;i h N - m a m a V ^o-� - _ q'*a -�V, ��o,•-'?:
> o''Y'`„* APPROXIMATE y; � Q.� � ? a � � �'�SI s.�•.�aG;.
Eof
XIOA'. - -_ _ m m �$Ir FINISHED GRADE AT _ _ri - m m �.. q"a,: "*� 2 - ` �i�NAinlpd
4725 - -LANE" 2.p0% - - $ CENTERLINE ROAD - w -- - w w _ H d'•+ ` - ,M y M_ 4725
--
\ :I FUTURE FINISHED GRADE - _ .... 0', X - '2.0p
4 720 ---- - _
(BY OlHFRS) _ -L CAP 4720
- - INSTALL 150 Z.F. 27 P.D-3034 YC f I .
APPROXIMATE (� _ __ I-._ ' I INSTALL;t95 L.F. D-3034.1PVC - -
FUTURE CULVERT EXISRNG GROUND AT
(BY OTHERS) CENTERLINE ROAD Nf'W'8 s 3fAlIAi S=..(�4D�_ ---- -- --- -
4715 - - __- -_._._ - _._.-�- - ----_- sR40x _-- - WS�ALL. :WSrAU 4715
®WR1EkLIN£ . . - ._ _ . .3{'If 2l�/ . . .
30 IF 1510 :D-JO34 PW
. : D-JO34 PVV .
S.R501�
4710
Lu
(cy�� OH(,(.
.q n�.NhOM^^��. R� ,o ~ H� hwS' W 6e00
4705 + $jj'' +'� M'�~ �bl -+n n 3�ti n a,o�1 4705 Z L cve
d'ii 8 e x� *� � d E d
No
N>Z*♦ti.22 vr2� 2 H>. ,n3 yam RECORD ORD w mMCLL0.
4700 WINTER PARK 'STREET 4700
DRAWINGS
Sheet Na 3
�.N r.'� pp'M N'� N O N.a �.� O_c^ ^cV m ai t_0 O N' I01 m, �.YnO '� O-0 I -2 0 O 9
... Q Y C Irl a.1f1 Q< Ir1 Y N M1 (J O(V A,[V O.a -.N m tV O./V O N
N' N' N N" N' N' 1N..N �.N N N N.... '-N N. NON. NN NN N ^S
- N.N... - �Sy 1:N nn. N:n ^n N^ n ^r r'n 'N an a_^ a-^ a -V
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.10
Copyright 0 2008 HKM Engineering, All Rights Reserved.
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0
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Lu
I Q it r1P. s'SIO�WALK(r 'YYR/W --J :p� 'LL--------� v-"'_ ZLu
I j� L-------------- p-- -_- ----- ----- - PVC STORM -Y-- - /�-�- --L ----- -- -
-- -
II I� r ` I — -�- _ -as - --- -- --- - -- ----- ! _ -� t' w
I 11 18'P r M1 C8 RRF,EZE LANE' p
--- -
--" -" -
--- -------- __ _ _ - LL
_ - - P
I-- ------- _ --- --t'- - p' H URB / t35, TSC TO.�BC iLt- i
I ORARY 18'PVC STORM J II I
II CUL-DE-SAC M, / UALI I II ,
CONDY15
\ T
(i PHASEQ INE
:* ZACHARY W.'•:�►a
�I'I FUTURE\ I 1 Pf JASE 4 l / i \ I I LOWE
I' I" 00ASE 5 \ \ �OT 2 / I III 'S 1.2923 1_\2W
1 1
BREEZE LANE
I
-
N -
;m�
NOT IN CONTRACT
��NN
10h n!.
PROVIDED FOR GRAPHICAL 0$,oto
PURPOSES ONLY tca0ACTUAL ROAD ALIGNMENT FOR
BREE7F tANE TO BE DETERMINED. ~H oRECORD gym,
5
100
DRAWINGS s 5°
stole feet
Sheet No. 4
7-20—09 C-4
Of 4
Copyright 0 2008 HKM Engineering, All Rights Reserved.
°
ABANDON AND REMOVE °
PREVIOUSLY INSTALLLU S1UB a
STA. IJ+083 TO NEST PLUG PENETRATION
wl CONCRETE
%OA \ �\ STA 11+36.29 N�5987.48 0 MANHOLE l6 I I AND WRESHA CHANNEL WTHN m
1 1=49.4' £1248714 � INSTALc 52 LF. MANHOLE o
lf?4�52 0 A(L-SEASON I ` �S MAIN_
INSTALL 6'DIA.PVC SA
I l l
1 SERER SERVICE PER CITY Or PROPOSED , r I
` I 802EMAN STANDARD DRAWNG 8"WA TER 14+� a z
ABAND ON AND R04OW NO.. 027JO-2 -
\ 1 PREVIOUSI Y INSTALLED STUB
tom. 1 TO NEST PLUG PENETRATION
•/WATERPROOF CONCRETEAND
EXISTING 8'0
MANHOLE.RESHAPE CHANNEL WTHIN SERER MAIN
+ 1 ao
� � 1 � STA. 10+50.6 Ij� / �`
1) I EXISRNG 48 0 / ;I / 1
tp
EXISTING 8'0 NA15745.815
E 1257720 INSTALL NEW 48 083'RT
\
y \ S£NFR MAIN / \ \\� CUT IN PLACE MANHOLE
'1 ' \LS=4,18'
TA /0+86.14 X ��=N 16045.24 W
/� PRCPOSfO E 12476.5120A / Y STORM DRAIN /
4 6 / U //�\
X I O
ABANDON AND RE710V£ / / N
STA. 7+95.6 / ` / \ v, PREVIOUSLY INSTALLED STUB / Q d
/ EXISTING 48 0 MANHOLE AN / t- ``\� TO NEST.PLUG PENETRATION _
N 15508.33 / ,,� O m _7 IL
E 12670.08 / / / D / P N AND WRESHA�CHANNEL WTHIN _ Z
i 4
STORM DRAIN � , / � 8N— MANHOLE. � J �
�CROSSING �TA 11+SJ ti� / J
/ r --t ..8' / + / / r i Z tl N
/ O ►� / 5 20T Am / 1 p+0
/0 STA 10+16,84 / / / / 2 w
OZ NO
/ STA 9+I844 / - S 20X 1 A 8+79. /STORM+5DRAW /-/ .T=4716.4
WAY l c 44.5' CROSSING_ \s--44 -' / l — } two
I �
=2Oxld / N /�=4716.8/ � ` // 1 � z O H
n
INSTALL 4'DIA. PVT;SANIFARY I / j _ Z J m Q
SERER SERVICE PER CITY OF
/ BOZEMAN STANDARD DRAWNG / I I / j / d N Q
NO.. 02730-2(TYR) / // I / U) } N
so 0 50 too
scale feet S N
HUNTERS WA Y ° W Z
PROFILE
- Scale 1"=50' Horiz
Scale 1"=5' Vert.
4740
4740
4735
4735
ZACHARY W.';fi c
* a a '► 1.. \ HN 4730
4730 "i N.�n a a
N ; s
+ � {y�y ��n�. u� {o-�, � py�. ,,.�„� � zx
to } "' + f�t�l + N � as N N'a �i a< 41� \ . iFy:'•,a,a�aa•-V�a�
r \
1-442 Z - ti O2_i2JJ NNN �
N 4i�222 - ti i yW�O - ah v en y,O�n - ig0IVA1. 111
bq
H��2z h to �o :n.�i� m4z�M °..21 a �oio 4725
4725 3 o.o . . . . . . .. .
-:ZjCji 2� �a^•fir l,�n.
I a ---- 1 u
I ,t,c'a 3,1 117� 2 22�
u- ---- ------ �`_------- ----- --- ----- i _ - R ��- - - 4720
—— - NEW 27 a STORY -
4715
rI'T WdTE'ADNE_'.. — — — — — I Q
4715
-67
EXIS77NG WATER
- -MAIN CROSSING
oIn .4710 Z>mcor
11 °o
W
°j O 2
ID CO Z
4705 4705 c c v v
- u p..
dEd
Z G N 0%
g RECORD W�maLL
4700 HUNTERS WAY DRAWINGS 4700 Sheet Na. ,
//y Q t0 1i- o n in n N irl- O: ; o / -2 O- O V
uila� N SS-1
N
i - - of 5
S
7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00
Copyright 02008 HKM Engineering, All Rights Reserved.
\ \ \\
o
EXISBNG
l / SANITARY MH \
/ I (T-)I \ \\I
d
z
/ BEf,LNCONSTRUCTION i
l / -STA. 4+9795 11.65'RT f oho
CONNECDON TO EXIST MAIN z
NEW 481/CUT IN PLACE MANHOLE 11 2 m i o
/ r I (SEE SHEET SS-1) < S.o
/ EXlS17NC 8"P \
SANITARY MAI
III
I � y W
/ I STA,1+79.64 1.51'RT LNSIALL 215 IF OF 8" I \
ALL NEW 4 / D-JO34 PVC SEWER MAIN T U_
1 \ ' \
I / I ✓ MANHOLE 11 1 1\ iI I LU 0
l / / PROPOSED /i Su: 13+22Q3 \ Q a
/ END CONSTRUCTION INSTALL 176 IF OF 8" i \ 8"WATER �� OFTSET. 0.0o
/ STA. 1+00.02 0.08 RT D-3031 P4C SEWER MJIN
INSTALL NEW 481I \\ } Q
MANHOLE,Pi (/\
N 159 9 / / '� / I I a Q1
£12(MJ.74 _ _ STA: t:+54.8 R Q�j
LU
INSTALL 400 LF. � N 0 Z wp(n
D_4 GRA `- I V Q N ALL-SEASON
12+00.67 ROAD \ W W Q O
p7T o 00 1 w Z N
STA. 1+3595 �� s 1 O
/ SIOPMWATER i / \� Z m Z
/ CRORELE.9 arcH / — — — — PARK\�4REA a Q
\ cn Q
/ S�A: n+B0.61 \ I �5,930sq, ft. ' n }Cn F-
T 4500 i
Z /-'� \ \\ 50 0 50 100 Z j
/ _ .` _ >
/ STA' fI5267 ,/
\ OFFSET. 00 i�'�+ 1 / ��� _ _- `\ \ scale feet Q
Z
WESTWIND WAY a W
LLI
PROFILE -
� W
Scale 1"=50' Horiz
Scale 1"=5' Vert. -
4735
4735 - -
r
4730 Z . . . . . 4730
r0 INSTALL 8 LF 1" e a N N ^. _ 11j1uuTui��
INSULA DON BOARD AT
^.f S1O?MWATER .9=_
"s;zr CONP YANCE DITCH 2 3 .o�� 4725 :'F-ZACHARY W.'';*
4725 ;n a+u CROSSING "+a tl?.� . . . . . . . . . . . . . °++ `p LOWS
. . . . . . . - - . . . 12923 PETUR
DE FINISHED
GRADE
W Ln
H 2 2 2 (BY.0THERS)
4720 — _ _ _ _ _ _ _ — _ - 4720.
' APPROX. EXISTING '
GRADE I -
4715
4715 - - -
. . . . . . . _------ - INSTALL:215 L.F 8'CD_303f-F4C
. T TALL J76 C:F. B o D-3lj,34..P1+� — _ "_— —=--•.• I
4710 - - NEW 8"0 WATERUNE . . _ 4710
O - 7 IT
4705 Z
4705mmro.^-
roee� o � allo`Oom
4700 Z L czt
4700
�raEc..
RECORD W�maLL
WESTWIND WAY
DRAWINGS: . : . Sheet Na. 2
Caw 1'
^
-
i
1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 of 5
Copyright 0 2008 HKM Engineering. All Rights Reserved.
e
O
0 \ I � I \ \ \ m
I
\I I \ \ Z
STA 10+67.T1
I I INSTALL NEW 48 I MANHOLE/4 \ l� \ \ \
N 15785.29
\ I A9+ \ E121JJ2J\ \ I I \ \\ \ _ ' WU
\I INSTALL 25 LF O'6" \ \ \ \ \ z m o
INSTALL 100 IF OF8' �1
DIA.PVC SANITARY \ I I INSTALL 212 LF Of 8'
VC
\ D-3034 P SEVER MAM \ m I \ D-3034 PVC SEVER MAIN \ \ \ ; o z z
\ I I \ \ o �z�
\ INSTALL 127 IF OF 8" STA 9+6J57 \ \ m I \ \ + \
D-3034 PVC SERER MAIN INSTALL NEW 48/MANHOLE/5Lu
\ \ +I I \
I \ PROPOSILL
END STBUCTION ED \ r I I _" _ \
I "
f,ON \ \ f I -—
STA 8+JJ.12 8'WATER 0
\ \ \ — ' —-—-—�-_ u d
o6
INSTALL NEW 48"I MANHOLE/6 - \ -- ,`� " 1 Q N 1555368 ---- - ---- -1- ,
E 12157.62 '-- + \ d Z Q
" I BEGIN CONSTRUCTION 13 F a
�—
CD
IYIND D AVEN&E ——�— — — _ - \ 1 MSTALL 81 L.F' I I \ j \NEW 48 Z w
A + _ _ STOW ARAM 0-4 ALL-S£ASOV
CR0S I 1 \ ~ W N
L=250' ----j_ ---�'- - - --- - \ 9'NG oD \ ROAD I \ \ W —
=20x9.6 I \ a� I I 1 I I V Q O
\ j STOR D A/N 1 \ > \ I 1 I W W F-
I I
STA 9+05.00 \ \ s to \ _ I / / I Z N Z M
S=2.OX \ , \ D I I Q m y co
IE=4719.3 / l
STA 8+9D STORM DRAIN , \ \ N Z F..
INSTALL 25 IF OF CROSSING
x ` W V1
DIA PVC SANITARY\ \ 50 0 50 100
III 1 SEVER SERE / 1` ` \` Z
NL
\ scale feet Q
W
WINDWARD AVENUE
PROFILE - - 2 C
Z_
Scale 1'=50' Horiz -
Scale 1"=5' Vert. - -4740 -
APPROXIMATE
. . . . . . . .flNISH£D,GRADE AT _ . . . . . . 4740
CENTERUN£ROAD
e r
4735
4735 - - - �:�o➢fi - : 1 - - - - -
4730 �':* ZAGiI W.\*-
4730 , VE
'g �,�n
^ 12923 PE
APPROXIMATE "o - _ ,� ,,y7,.....,,....��a`�
EXISTING GROUND AT n..S �ii Afill"
4725 ---- CENTERLINE ROAD a .°��n;-Z
f - - - 4725
FUTURE FINISHED
2 2 GRADE - 4720
s 4720 (8
`-_ 1 - �- D� -D' i rl . . . - . . . . Y.07HERS). . . . . - -
.r - . . . -
1
EW-7
- oftP�v II�i NSTM p i - - - 4715
4715. -7NSTALC .LD.-30J4.
IfbEw�o� S 0.4x rn
4710 Z?ao W
4710 �mm CO
�mro
4705
4705
. . . . . . . . . - -
d m
°' - - - - - - ~NO
n RECORD- Z N OL
w o OM
4700 WINDWARD AVENUE DRAWINGS sheet No. 3
7-20-09
01 N
SS-3
0
of 5
7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12300 12+50 13+00 13+50 14}00 14+50
Copyright 02006 HKM Engineering, All Rights Reserved.
BEGIN.CONSTRUCTION- —
•END (NEW 48-0 SEE SH£E�SS 3 /4 a m
STA E \ \ INSTALL NEW 48/MANHOLE% i/ / \ 1 •
I \ (J(I 41 STALLLL N NEW 4W IN 6•/MANHOLE8/
\ N 1578129 \ N 15785.29 INSTALL 196 IF OF 8' 1 3 v
£1165829 INSTALL 272 LF 8" E 119JJ.75 /D-3034 P6C SEWN MAI 1 n+
I r I IIII \ \ \ D-JO34 PIC 211 MAIN \ \ PROPOSED
STA.5441.95 PARK AREA x
C I I III _ \ \ \ S1UPM GPOSSpJC 1 B/WATER 1 4 11 20,341 s9, ft./ z
+00
III ill
a_ - - - - - - - - - - - — - - - � Q �o�=
ri. ,n 11.60 1c.on\ �\ 4+0 WINTER K ST EET 1 / •
l 1
l
� I
----- ----- - - - ----------- -�- --- - --�-T--' - ---- --51 Bt74. / w
I I I l ----------- -12-UTILTY rMENT(Q1P•> J \ 61 L _J T. aoo c 1t 1 1 /
\ \ d J
I WAIERLMIE OPOSS7NG i 1 t v 0
IIII I I I \ \ \ \ r INSTALL 40 LF OF 8" STORY GRAIN / / 1yT 1 1 • Lu w
1 CA PVC 00.4A I / /!�
1 � as
I 1 1 1 I I 1 I \ \ \ IE,A 67 7.0�
PHA SE ,4 i 1 i / 3n
LOT o / / I 1 I o � H w +
l / FUTURE PHASE 5 s 1 g CO 00/ I A \ i67,439 sq. ft. l •
FUTURE PHASE 5 \ V A ; / I V Q Q
ww z �
/ \
3 z CO
�w a wd
II IIII I v v I / I I � U
50 0 50 100 � 0 0 N
scale feet o > Q
WINTER PARK STREET z Lu w
,. w w
PROFILE - ~
o Z
_ Scale 1"=50' Hariz. _ it
- Scale 1"=5• Vert. - - •
4735 4735. .
v:
2
DAMS LANE
4730 4730
4
EXIAMS LANE STING
D : h T
n W ^ i^ : h r i ti �pWunui
:n 2 v r.2 F 3 Jd N
FINISHED GRADE $ '•.9 c
4725 : : `'� v%- 'g 4725
AT ROADWAY h >>> - ti - - :* ZACHARY W.`:*
. . . . . _ _ _ . . . 2 .2 cic
CENTERLINE �l . . . : . . . . . . . `v- LOW a
12923 PE:2:
4720 :J . . - �-- — _ — I r -- - - ---- - 'h ^ — - - - - 4720
I
APPROX. EA7S77NG - - - - ~ _ _ _ -I uII''- GRADE h --- - -- - -'�i
r - - - - -NEW 27'F STORMINSTALL 27 r 8:i D-3034 ---- -
-�P-' ---- - -
4715 : S Q4x L ---- - i.i--� 4715
WB lERC1NE — —IH TAU 19T-L.��'/
�o.4x
qw a
4705 :h . . . . . . . �Q m3 4705 Z ioamn
w -�m100
wt y rn3 w OFi,0,
4700 : 4700 2 t�c d a
RECORD Z ' L
W N -C
WINTER PARK STREET DRAWINGS
Sheet No. 4
n a. v N ry iv O' of 0,; of rn of /
�/y
O—O C C_A
v V iT 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 of 5
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0
O
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Lu
PHA SE14 / / j I / Q z
/ / FUTURE PHASE 5 LOT / / 8 o a
I��ll I Iz � A \ \ �� 1 / / �� I , — > >_ X
ll �1
X o � �. vwi
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LLI 1111
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LLI
In W
I II I � — /
�I --------- �- - —
—z r Z W
------ --------- -- - -- T--- _------------- ---�--- o
IL-------------- -�-- -_- _ _
II I — — — — — — — — — \ — - z° W m
MH 8"SS MAIN BREEZE LA / a" S MA/N / I o
-- -------------- - - ----/-- r -- ---� ----- 1-=,
a
---- — -- — ---- l r f
I --- --------------- \------------- I
I U ,
� I I
III Ili IT'A
O.............N
III II4
= 9=
:*r:ZACHARY W.",,*_
PqA SE 4
=�E LONE
` FUTURE PHASE 5 1 / / 'o�`.,•12923 PE;=�
FOT 2 �Fy.S•`/o�sr c•.�C�`p�
BREEZE LANE
I
ao
- N - Z>°ro�
NOT IN CONTRACT
W
O If N
w e to to
PROVIDED FOR GRAPHICAL Caa
PURPOSES ONLY
ACTUAL ROAD ALIGNMENT FOR m E e
BREEZE LANE TO BE DETERMINED ~m ••
SEPARATELY RECORD z N o=
w 0
rnmaaL
DRAWINGS 50 50 °°
N scale feet Sheet No. 5
7-20-09
e
SS-5
i of 5
a
Copyright 0 2008 HKM Engineering, All Rights Reserved.
\ 1\\ O \\ \ 1 1, \ ENOCONSTRUCT/ON 1 % o 0
\ t STA J4+24.51 50o LT t V o
q 1 1 \ \ \ a w \ 1 1 INSTAu 8'GATE VALV£' 1
\•� ` 1 \ \ \ \ INSTAu 58D LF Llr 8"OVA. I d 8'CAP WITH THRUST' t
D. CLASS 51 WATER MAIN I 1 11 o m
\ ! 1 \ 1 STA 11+OIVI \\ \ I I BOZEMAN S1D.ONG NO. It t n
1 INSTALL 8 x IEf W \ I 1
t \ g 1 1 1 02660-3 ) / 1 N
1 1 THRUST SS S 34 LF G / STA'11+61.I7 f0.48'LT I I 1 -N 16099.13�\ \ \ \ 1 1 D.I. LASS 5!PIP£x GATE /
`I `\ i VALVE,d BLDW OFF 8 / STORM DRAIN CROSSING £J454_82
HYDRANT FQQ FUTURE
i \4+00 r/ I t1 ; °' o
STA.8+51.90 11.00'LT I 1 't
\ \ t 1 INSTALL ce nr VALVE I / i'' - -- 1 /
WITH THRll�� l'BLOCK PER
/ _ `` / t 1 /i •
t CITY DF B�ZFAIAN STD.DMC.� /� -_ / \\ l 1 / , `�m
026611`ft ` z ' c z
STA. +51.89 Il.[IO'LT 4a,
j ' m moo
BECINCONSTRUCTION `U t I S DRAWCROSSING Lam'
STA 8+50.6J 1t.00 LT 1 1 i I / \ / / t\\ STA 1, 5.54 514'LT • o z
REMOVE EJOS7ING CAP AND /` f / ` INSTALL 8'x6'X6'TEE KITH THRUST
CONNECT IO fXISnNC \ I /' ���'/ / ' \ / , \ BLCKYC PER CITY OF BOZEMAN S1D. / >
WATER MAIN `\ I // �� /\\/ �: _ _ - DWG NO. 02660-1(TYP.) a.
V
N 15555.51 \ % �' ���'�� ,� ��- _ INSTALL FIRE HYDRANY ASSEMBLY. L o
I E 12639.79
✓`q \ / 7%''/ UNr[� / w / /' STA./13+9536570'LT
// INSTALL 8"x8'TEE WITH THRUST / o w
BLOCK PER CITY Or 802EMAN STD. ,� • N W
m % r __iF 4 DIMN0. 02660-1(IW.) I l/ o =
STORM DRAIN lwo
e-
/ Z 'c}
ZQ +
SANITARY SEWER WATER SERNLE PER CITY OF
-4 r' \ / 8O2EMAN S70.DWG 0-
N0.02660-6(TYP.) 0 Z Q
\ \ „ Z N
00
(NIA F-
LI�
r O LL U)
Z w
50 0 50 100 a
stole feet Z
HUNTERS WAY w
PROFILE - - ' NO7ES 1. WATER MAIN SHUT DOWNS SHALL
Scale 1'=50' Horiz. BE COORDINATED N N CITY OF BOZEMAN. a
Scale 1"=5' Vert. ` : - MINIMUM 96 HRS N077CE SHALL BE GIVEN TO •
THE CITY. ANY EXIS77NG OR NEW VALVES
- - - - WHICH CONTROL THE CITY WATER SUPPLY
__. _.�.. ..___ _.. .-.:. -.-..._. _....._.... ....____ .. ........ .5g.: .... -.. _ _ ..SHALL BE OPERA TED BY LYTY PERSONNEL
ONL Y.
O i? �e 2 MAXIMUM DEFLECTION ALLOWED IS 3'(THREE
$i _ DEGREES)PER PIPE"AfT.
47.35 ....__.$m 4735
.__... _.
O Q Ql Z m ffi - IIIIII//Ii/,
IM
4730 m y�� y CHARY W.4
.... w APPROX..EXISTING.GRADE.____ _.... _.. ___...... ........ :._..... ......---- ------- --__- .. ... ... .__.,....... `A: LOWE
4730
12923 PE
INSTALL 8 IF 2"INSULA17ON - �`��e:.•�"_�2;
i BOARD AT S M CROSSINGC�\\
(TYR-)
4725 : _ - - : 4725
1�
oili_ __ -_CENTSRLI f , -
47204720
�r
I _._..... u a -_.. ...... m.... r-.--- } rINCl4 ��- -.- �.i __ - -..
-____--
f!tt
E 27"m - - -
�_ NEW STORM _+ '---- :
4715 n
— —
.._...... :__...STA 8+6160 r8:80 RT:. _. -� _- ... .. ._ .__n' .-.-... „�j _._. _ .. .._..... ....... ......-- ------ -- .. - Q
�� 4715
- INSTALL 4 LF 2'INSULAPON �ffaT€IR '' ... m
BOARD XT WATER SERVICE ---'- -—--—--
Ira - V
STA .STA PT
4710 D+06 ...1.8..0..0.. .:.._. ause _. _ - _"�•.. .: - _ _ _ 470
NSTAL 4F2JN2AIKW .
-- 2%wrorn'om
... .. . .........
60ARD AT WATER SEROCE m
STA /3+fi.25RT �u°°inr�o W o
INSTALL 4 LF 2'1NSLRA17OW y N 20.�00'MIN. o 0
4705 : cry OF
BOARD A WATER SERl1Ci_ h - _ STD UfTAIL STRAIGHT SECTIAV,CENTERED _ - 4/05 Z E c a
__ :_.. ..... .........._ - .._.._... .____ ------No:-02660-11-(TI'P).... _._. :_.._.. _.._ ._:..._._..._... -.-.-.... .............................. . ... ............- - m E ci
-STA, 10+75.72 18.00 RT STA /1+4522 1d00 RT F d c
INSTALL 4 LF 2"INSULA 77ON= INSTALL 4 IF 2'INSULAnQY i - - - - - --:- Z cot m
. - BOARD AT WATER SERNCE BOARD Ay WATER SERNCE ` - W m fG
RECORD 0.ILL
N
4700
.-DRAWINGS a7ooHUNTERS WA Y _.-.. .....
.. .................. - _ _ _ Sheet No. 1
N o: 7-20-09
W- ■
8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+00 of 5
Copyright 0 2008 HKM Engineering, All Rights Reserved.
I \ \ r
\ 01
TA. 0+90.67 17.00'LT 1 1��� _ F.ND CONSTR11MON \ \ • y!
' I STALL 11.15'BEND \\ 4 a f v
STA_Atb 66'2.28'LT 1 j� / ;__ STA. 4+87.22 0.16"LT / \\\ m i
INSTALL 8"GATE VALYf 11 / ( E W 1 RUST BLOGCC \ \
INSTALL 401 LF OF 8"DIA.
D.I. CLA .W-WATER MAIN
+ _ ( 1`A. 1+28'ILA
2
INSTALL 11 GATE VALVE
WTH THRUST BLOCK PER _. 1 \ I I \ \ o W
CITY OF BOZEMAN STD.DMG ^ 1 \\ II \ j I • fA W
' I NO. 02660-3(TYR) / + i//' `\ SrA: 13+2iga 11 1 = a
OFFSET.. 0.00 k Q
a.
/ \,
cl
/ / `v _ \� \ \♦ /
J +
a.
i J WESTWIND W - 'y `.\ p Z 0
W
REGINCONSTRCCTIOR` j . ` v o \ / ` Z ul
N pip
STA: 12+aa.61 \ `� \\ �n
STA. 0+86.36 9.97'LT I oFPsET.. a.00 1 II 0- __- \ \ \ ` _
INSTALL 8x8"TEE WTH THRUST /' / U - ` 3 z m Q +
BLOCK PER CITY OF BOZEMAN STD. / a -------- \ 9 \ \ \\ \ `\ 3 g
DWG. N0. 02660-1(IYP.) ; \ •G \`\PARK AREA \ `\ • py Q
N 16005.26 OM Fita� / 1 \5,930sq. ft. `� __�� �n Q F-
E 12070.f0 S : n+T.� 45.0060.61 y 1 \ `" CO) Cl)
'�`I, ', 1 / \
` \ \ \ 0 z
STA: nJ526r 1 /1 / _ _ \ \`\ \ \ \ \\\ 50 0 50 100
oFFSEr.I ooL� \ , ,` \ \\\LOT 1 \\\ scale feet 6 w
/ n PARK AREA
/ / 1 20,341 sq. f - ``\`\` \,� ^ 6,�79 sq. ft. �, \ Z W
WEST WIND WA Y
U
N
-- PROFILE NOTES 1. WATER MAIN SHUT DONNS SHALL
Scale 1"=50' Horiz. BE COORDINATED WITH CITY OF BOZEMAN. a
- Scale 1"=5' Vert. - - - MINIMUM 96 HRS NOTICE SHALL BE GIVEN TO •
- - - : THE CITY. ANY EXISTING OR NEW VALVES
W11CH CONTROL THE CITY WATER SUPPLY
......i..... .:.. ........... ......_._- ......_-. !......_ -..... i..... -. _. SHALL BE OPERA TED BY CITY PERSONNEL
i = _ 1. MAXIMUM DEFLECTION ALLONfD IS 3'(THREE
DEGREES)PER PIPE JOINT
O�
N m 4735
4735 OOP �i ........... __- ........... _. -._..... .._.. .._. __... __..
1\^'o ^�' r - �' •.fZACHARY W.'':*❑
c
............. ........_. ...._.----.. :...... .__ .......... __._. .4730.... -v@I LOPE c
4730 _ -._...._�o__y.. .�y'2 _. In 2_. ......-.W rn w..... ....
INSTALL 8 LF 2"INSULATION
= - OARD AT STORMWATER i ! 4725
a 4725 - ... RELEASE DITCH CROSSING _.._ _---._-. . : .. ..... -__... _....
EXISTING GRADE
4720
4720 — — — _ - _....... ..... - .. .. __ .......... ......_. ___ ....
r — — __ ...... - ...... ...-..-.. _._......... ........
EN TERLI
o E FINISHED NCRAt'f- 4715
I I
o 4715 ".__-u�i-._��i. _.n__. .......-.... ..... -. ...._...... .......... ._.... ..... _ ....... _.......... .......cli
._ I Q
N
n r
n Y �...
- 4Ekv_ SEND MAC__
----- - _
a �'
INSTALL 401 LF OF - - _..... - Z v o
4710 8"DIA. D.I. CLASS 5/ WATER MAIN ..,.,. 4710 Z jm�l�.
cr mmmm
_ - w oI-
4705 Z r c a a
4705 ' _.... _ h .-._. ......... _-.. _ _ _... ____ ..._ _. .......... _.T... _...- ............ Z F m X
n +3 RECORD
a
� o DRAWINGS
x WESTWIND WAY _.._... 4700
a 4700 - - - ........ ... :... -_-.. _._.. _.... ...... _ - Sheet No. 2
i __- ........... ........ !.__........ .____. - -.. ._ .... _. _ _......... ..
7-20-09
a;' o'. o� o: o: o: --of o: --o - L
-
0
1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00
Copyright 02006 HKM Engineering, All Rights Reserved.
BENCH MARK «
FH ARROW BOLT o
A ♦ _1 `�♦ l \\ A O \ `i` a, i- ECOIB DA7UM
P Of
♦�` `�` \\ m \ I STA. 11+09.O16 11.11'LT \ I
`�♦ I 2 I \ ��� ` \ate 'J♦+ wsmu 8 x 6 7E£WW 61 S 12+9579 10.99'LT I I a
♦� I I \\ \ ., STA�Y4 0066 O.1J'LT \ I FIRE HYDRANT ASSEMBLY PER CITY 8 x '7EE W7H THRUST BLOCK I I
I Cq OF 802EMAN S7D.DW NO.. (SEE`SMEET W-7) , I
\ _, INSTALL ,GtI TE VAL l£
W7H nftST 8LQ(.YC PER `02660-4(TYP.)
49TY OF BOZEMAN S/n.-01tG �- ♦ `�
BEGINCONSTRUCP/0V ♦♦♦ `♦♦ N� 0�660-3(IYP.) y' ♦♦ `�,` ` \ �\ $ o
STA. 7+IJ4J 11.09'LT `� I 1• ``♦♦ ` ` \ 1
♦ ♦ \ ` \ \ + STA.1J+1874 11.4J"LT—
CONNECT `
REMOVE TO EXI CAP AND ♦ I I \ STA 12 8'V '1 LL)0'LT {3
70 EXlSRNG `J ♦ \ `♦ S�ii�10+82B9 11.08'2 \ \ \ � • m
r I I INSTALL lti BL01{9FF ASS£MBL 1'�
WATER MAIN I \ ♦ lNST x8'TEE WTH RUST 4 NSTAII 8'GATE VALVES \\
'♦ ♦ , W7H THRUST BLOCK PER PER CITY( OZEMAN STD.DWG ` m
N 154JJ.68 `♦ I ♦ I \ BLOaf TY OF BOIfAI STD. I` �tiy pr H07pyAN S)D. `�� ♦ NO.. 02660-Z\\
E 1214ZJ7 `♦ I ♦I \ `� OWH N0. 01(71P.) \ :I ♦ \ <� '�
♦ I ♦ K \ \ I ♦ DW�01660-3(TYP.) ♦ ♦ \ m m o
♦ l\ ♦♦♦ \ STA. 11+J6141L9J'LT \ / ♦\ ♦♦ \ • 4Z�z
♦ I I ♦ TALL B'CAIE Vi(VE \ �e I - -{-t--I ♦♦ ♦ >
♦♦ I ♦y `♦ VW{THRUST BLOa(FtNIP \ I \ ♦ ♦`�� a
♦♦ 1 ♦♦ `♦♦ a&Or B07£AIAN SID1 DWG \ \ \ - ♦♦ ` - �
\ ( )
Cc
I \ 112'U LTV E,yT(TYP.) \ Yi 1 �+- ♦ - - -- ----- ------ --------- Q
\ _ LLI
END CONSTR CT/ON ` _
a-- `\ J YNrsrAu 8'CAP \ \ \ O
891 Q.
£1 51
N--
IT
— ' ---y --- \. N� \ \ Sra 13+14 11.25'Lr cn
------�I I----- "-L _ ----- • • I NSTALL 8'G4TE VAL Vf i a- +
-----
-- b WTH THRUST BLOCK PER 8 1�
It 7C ` aTY OF B02rkAN STD.D*V. I 1 1 • r
Nsr 606 1F 0F B'as `\ n a I N0. 02660 (TYP.)
=2 1i 1 O,Z Lu O
\I I \ ♦ AL CLA 51 WATER MAN 1 t s m \\ PC +5 ! I 1 I 1 +'
n \\ \ ; 11 I \\♦ Lu wv
III 11 \\\\ \\\ I �! I I 88 pO+S: \\\ \\\ 11 •�Z N N Q F-
LaN
50 0 I 50 100 n Z rY
3 Q
scale feet WINDWARD AVENUE = N Z
PROFILE : - : : N07ES• 1. WATER MAIN SHUT DOWS SHALL c
Scale 1'=50' Horiz. BE COORDINAIED WTH CITY OF BOZEMAN. a
Scale 1'=5' Vert. - MINIMUM 96 HRS NOTICE SHALL BE pl£N TO •
Svc THE CITY. ANY EXISONG 04 NEW VAL lES
g : OHICH CONTROL 7HE aTY WATER SUPPLY
• Y� SHALL BE OPERATED BY CITY PERSONNEL
APPROXIMATE ONLY.
EX/SONG GROUND AT 2.MAXNUM DETLECDON ALLOWD IS J'(THREE.
- 4 - CENTERLINE ROAD DEGREES)PER PIPE JaNT
tic EN
PROXWATE
4735 n y ti y♦ lSHEGRADE AT4735
...._. + WERL/NE.ROAD .. .... ...... ....... .. .. ........
(TYF
. . ... TALL 8 LF 7'NSULA DAH:.. ~ '+-+ y� y.
a1 y ti b y '� y 3 p uurT l�
y 2 : A ST M CROSSING ti G
Q.
4730 "„( �_ �_ ? o: .< o o^ 4730 *:-7,l1CHARY W. �1•
...................: _....... :........ _.i._.. ___._ _ _:.._ _...:. 'vn.� ........ _.. :__. � -� ... cYi c.;..T. g �'�... 'O c�i�--....$3�O;oi..... "�.i ... .... ..... .. .... ..... ..... ...... ... .................. ��E LOWS
$ _0, 12923-PE_\=�
4725 - 6) yam$ y z: y y y n 2 y ztIn
cl
__..... _
O
05
0 a 81 i 1r7B
4720
4720 r oi Li ....__... ............:............................._)�K_ �.. o „n 'r�... ...................
vs
A[L 6015 -,
4715 ; 6' O/A• O.0 QCA�.SL. -�__ vJ ST�M-i---- - ----- _ 4715
LJ
4710 STA. 10+69.88 4 710 Z >oo wt-
...........:._.. _:._ ....:..._. :._.. _.... _ _.. _..._ ___..........5£W£RCROS4NG. ...... ....
_ _ 20'MIN.
GTY OF BOZfMAN I' A/ C AV ---- .i I -m^e
IX
� m
STD DETAIL CENTERED I i i i - W CNN h
No. 07660-1 f(TYP) :.........:... i i _ W 0 2 0 0
....4705 i - 4705 Z s ..
.......... __ _ _. .......... _.:__.... :_ _
as
0..
RECORD Z N o a.
W N o m
470o WIND WARD A VE1V iL�
. .... .. .................... .DRAWINGS _ 4700
__
Sheet No. 3
mm .0i eo. rn - n a n in. o: �n ar v �- ram. N. ...../ 20 O
6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 of 5
Copyright 0 2008 HKM Engineering, All Rights Reserved.
T-
00
o
r
I
i' \\ STA 4+7/.6 ILOO'LT n m
pl I \rNSTALL 8'x •TEE w iH 6 \\ i Il i 1 WESTWIND W
1 I I I I I r / I I _ VRE HYDRANT JSSEM&Y P£R 1Y \ / / / • o°
I I 1111 III D�\BOZfAIAN S1D DW NO \ \ / I / 1 >
1 I I 1 Y 1� \ • 02660-4(rYR)\ \ slk 8+541 0
\ \ \ \ LrA fi 5'BETVD /
STA: 12+00.61
\ \\ \\ aTySET. 0.00
STA�d09.56 11. 'LT \ \ / / c� ' 0
INSTALL x8 TEE I INRUST \\ i / / a
/ 1 I I( Ill II ,' � BLOCK PEq CITY OFT .IIIAN SID. \ -� / / • v,
1 1 1 I 1 1,1 Iljl� ��OW Na O 660-1(TYP.7\ \ STA 8+41.04 11.14'LY' S A: It+ I 1 1 i4-„ww
11 i 4I II I� \\ \ \ \ BENCH MARK \`� INSTALL 8"GA IE V r 4500 / 1 t ,'� m z g U
\\\\` (I 1 III \ \ \\ \ ��\ FH ARROW BOLT `\WTH THRUST&OCIGPDt
11'1 \Ittt11 I�IL S . 4+01.71 Y.QO'LT ELEY=472M d OF BOZEMAN/STD.DWG , S 11/5
1 I 11 IIN 1 YE wf \ COB DATUM Nd\02660-3(TYR) � or�Tsc: S.oO L 1
/ I j �1 I�11 MRU rY OF \\ \\ \\
BOZEMA{r sTD.DK q0. 02660-,A 1 , / n PARK AREA
TYP. \ \ \ �\ \\ / / / / 1 20,341 s ft.
( ) INSTALL 465 OF 8"MAIN
t / Q' a-
51 V►'AIER MAIN I � � / � � 1 a
1
1 I III i c
I11j11/N1�ll/' 1+ lm - - ---- - — --- --- +00
..___
I I I 1 1 ll 111 1 �' o W J
I�1 - 1 -—�- -rr\ \ 4+ t\\ / END CONSTRUCTION • Q O
1 I _ WI ER P K ST EET / 1 a +all 1 72 L _ Ce
8'x8"TEE WTH THRUST BLOCK oo p• d
(SEE SH£Er W-J) N 06
---�---4----- - --- --- - - ---------- - - -------„-- '1 /' i
12 UTILTY 6ASEMENr(� ) \ \ y \ - ----��- STA:8+74.4➢ n / 1 / QZ
l i j l fI�Ij 'I B£GMONSTRJ7CTION \ \ - `\\ L---� ,�' ar7ser. aoo L i 1 , ' 1 i Z J o
1
1 I 1 1 rl I 1 STA J+9S46 11. 'LT \\ \ \ S, 5+41.95 11.00'LT L'� 1
I I I I( I I / I INSTALL'CAP \ \ \ INS ALL-8`I;AA 1F VAL VE S OROSS/NG I 1 1 X o0 H' +
I 1 I I11I I II / I N 15796.211 \ \ \ \__ IN ��Sr � I CO
III I E 1124a6 \ \ \ CITY OF 802EMAN SVp.ONt= \ I �i'�' ��i t 1 /1 • W
I'1\`'ll / SANITARY CRO\ \\ \\\ NO.. 02660-J(T)P.)\\\ / j �,' 1 /' _ N (O,)a 3 O I /
INSTALL 63 LF. OF 8"DIA / / 7 1 1 I 3
1 1 11 rr II I ` 1 \\ \\ D.d CLASS 51 WA IV?MAW7\ / j -t I /' ,� Z N UJ L0
II1lu1 I ---------- ` \ \ PHASE A / � 1- 1 ' / Z O w +
\ I 1114 I i' \ \ \ \ IA-4+B9.3K 15'RT J N Q
St
I I if I I ,� /NS7 2"BLO Y \ INSTALL 8' ` LOT / ,'
/ I I IIIII I PER CITY OF BO AN STD. NG \ \ \` 1s7,43s / ft. i / ,' I + I • d W Illl I�i Na 026�0-7. \ \ \\\ `I PQ / i i i Y
FUTURE PHASE 5
50 0 50 100 a Z d
scale feet
WINTER PARK STREET i '' ~ W
A I I I I I f z U) F''
r.l � I 7 i... i... : PROFILE -
Scale 1"-50' NOfl2. NOTES i. WATER MAIN SHUTDOWNS SHALL a.
i Scale 1•=5' Vert. p •
BE COaRDINAIED WBi CITY OF BOZEMAN.
i.........i.........: :.
MINIMUM 96 HRS NODCE SHALL BE ZEN T
- THE CITY. ANY IXISRNG OR NEW VAL YES
INSTALL 8 LF 2': - _ ... .... ' WHICH CONTROL THE CITY WATER SUPPLY
: .... _..............:._.. ......_........ - .. _ _. _.._... : _INSULATION HOARD;... ......._.!. :............._ .f.._. ......... ..'.... .....5. ............ ........... .. ..%,4LL BE OPL7tA10 BY 0TYPERSONNEL
i :.... AT STDW CROS.W4C : ' i i GWLY. -
- 2.MAXIMUM DEFLEC77ON ALLOWED IS 3'(THREE
DEGREES)PER PIPE.KNNT.
4/35 , Ali' : 4735
J
4730 : : Va.�... °D Dom �ro -.--F ii --;� 4730 *` 45
k ;o - ro ZACNY W.";.
....... ...... ........ _....._. .. ._..__. ---- ------ -- .... .......... ....,. ..,....... .,..... s i i LOWE
12923 PE �W
-S yti� to: ti�n"� W N 00 - r�o �0'2♦
FINISHED GRADE
4/25 ` i... i i.. AT:ROADWAY. .... ..i.. :. 4725 ai
- CENTERLINE
4720 EXISANG-0RADE 11 _ ^_ 11 L �I j ... 4720
....... _...... ___. -- ____ _- wl� -.�.__�- .._�F .... ..� .. AI ......... ........ ...,., ... ._
WW AT ROADWAYS -r 1 1
CENTERLINE - ,Y._ C
-----m _h o o N£W 2IJ0 STORM-o ��-- ...
N- oD a,-
_ N N N N I -N
_.---' _
4715 _ a 1F- - - -- --�- - 0 - A w �YJ 4715
1NSTALL 465 LF OF 8'Ork D.L. CLASS 51 WATER MAIN -
.d
b
....4710__. - ... __._.... .._....... ._ ___...4710 a�coro
:..... - ...... ........ ........... .......... :. -
... ... :.. Z m m m
m�10 1D
O) NN
w
Ill Cr200
4705 ; - ! 4705 Z u a a
...... ..._._. a E
I 1- m
RECORD zocc°cA
w mmry
DRAWINGS 4700 4700 WINTER PARK STREET...... _
- ......
7-20-09 - sheet Na 4
W N. N N O'. n: Co- O: Oi r0' r7. p. O �_�
YI: Oi 0i O.
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 7+50 8+00 8+50 of 5
Copyright 92008 HKM Engineering, All Rights Reserved.
I
A o
N O
O
77)
N a
O m
2
O
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N �
a
N
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0 z
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I I y\� it / I � ; \\ '♦\ \\ � // / ///. .I ' i /� _
I I
11 ` ` \ (,/ o w
I I I I I11 I ---------- \ \ \\ `\ `. PHASE R % / ,!— 1 I / 15 • (A
I \ IIII 1� I ' `♦ \ \ ` — —_—_` / / / I t I Q
i i i iii it i ♦\ \ `\ \\ .\ LOT o
I I/'i ♦y\ \ \\\ \\ ♦♦ ♦I 167.439 s ft.
I i i P//I -� FUTURE PHASE 5 `\ `` l , Q
Lu
I I II I , — — ♦ / // , / / I 1 Q
I I I III I ♦ f / / / � I � O � W
W LLI
( I IIII I, \ \ \ I /-- / / / / I � Z O
Lu
IL LLI
LLJ
m
IIII-_� -- --! — — -
------ --
---
- y
I I l l j GV& - z W
I I P I I r� 1 ♦ CAP GV 1 8 D.l.,WA7ER MAIN / LLLI>I
{ I I I I - - --_---\ \ ♦ BR,,weZE
II ----- ------
III I , _____a._______-A__________� __ _________�_____ ___ /_______ T_______� �'� — —
I �' \ I
IIII I I I y \ 8" WA���'(1�A/N
I I I I 1 \y EX7SA�SION I
III I I I —— ` \ W/B.O. & CAP
I III-----7— _ \ ♦
—
I
�, \ \♦ ♦♦ l // / I ZACHARY W.''y
PHASE 4 / i ; / i �Ai LOWE W`
11 I 1 /
11111j11 I /i \♦ `\ `� \.,''" �OT 2 / i // / i _ ;Fy'�•.....�2w•
II Ilyll II I —————— ♦ \\ \�� 145,700-sq.ft.
Illy FUTURE PHASE 5♦ , I '%�•,,,,nmj1
11,E\.1 d / i \ � ♦ i � / I ll
BREEZE LANE
lam
N— Z a Coco M
NOT IN CONTRACT - 1
ly -n LLI 0 I.
PROVIDED FOR GRAPHICAL w 52co-
PURPOSES ONLY
Z vv
ACTUAL ROAD ALIGNMENT FOR - u ..
BREEZE LANE TO BE DETERMINED (7 m�
SEPARATELY RECORD Z N or m
DRAWINGS w
50 0 50 ,00
7_2 O_O scale feet Sheet No. 5
e7 W-5
IIN of 5
Copyright 0 2008 HKM Engineering, All Rights Reserved.
- 1 STA 13+22
.. 6,�+13 sq. fi
k T INDS INSTALLAX
N
WEST WINDS 1 P A 6 EXISTING OM4-2 (3) co
18" x 18" <
� STA 12+41.5 1� 1 _-- - - - ----�- --- .�
PHASE 4 INSTALL ; to DEADO �
BARRICADE M
NEW R7-1 (L) d
12" x 18" • STANDARD DRAWING Z
45' LOT 4 ,—, NO. 09810-2
STA 12+28 23' LT • 5,580 sq. it- 4 >
INSTALL �� i d gam) r+ = z m
WEST WI S� 3EEW W1310.2 \i • • • 3 f '_.0
pow=
PHASE 3 STA 12+28 23' LT �, • •
31 FEET TOTAL INSTALL N• •
t PAVEMENT WIDTH NEW W16-7P \ m% LOT 5
Q1 ' sr
STA. 13+80 24" x 12" N
0, o w
REMOVE & G• R35'(TYP.) • Q
RESET W14-1STA 11
\ 2 ` o a
SEE SHEET S-2 INSTALL83 �• 14+00
! N
\ >-
NEW R7-1 (R) 0 ��
Q�PO 45; x 18" 2 z
t r
O z 0-
I G 4 4' m N rzt N /_.V JkQ�G w W w W -
r^ a STA 11+83 TO 12+41.5 STA 12+51 N u', z z
PAINT CURB WITH YELLOW PAINT INSTALL TEMPORARY = z O � 2
N (BOTH SIDES OF STREET) = 1 CUL-DA-SAC
tG
o
o
a
STA 7+74 34' LT O n
INSTALL REMOVE 36 FEET TOTAL zNEW R1-1 dolS
X OM4-2 (3) PAVEMENT WIDTH STA 12+41.5
30" x 30" Z �� 18" x 18" ,� \ cP ' � INSTALL
C� RESET TO � \, �� NEW R7-1 (R) Z
LLI
T A• N \� STA 13+12 `�k \ \ 12" x 18" � "
45' ��
a`
CROSSWALK WHITE •
k \ \ INLAID THERMOPLAS)I
TA INSTALL83 \ COB STD. DWG. NO.
STA 7+74 34' LT
E � ,� % \ � � NEW R7-1 (L) \ 0�58
EXISTING - .
D11-1 24" x 18" m \ `�"-� 45 x 18 ��1�STA 11+98 23' RT
& M7-2 12"x9" \ \ INSTALL NEW W11-2 „9
k \ \ \ 1 _
0 \ % 30" x 30" or% 12L PE `�`
/ STA 8+95 2 \ 140% INSTALL .98 23' RT
3' RT � ``
1 s`rvONA F'�G
_-A- INSTALL Q
/ �A* � NEW D11-1 24" x 18" NEW W16-7P
6k00 - �•. & M7-2 ,12"x9" . �1 24" x 12"
flOXTERS WAY ,► ►��'
STA 64 23' RT
INSTALL
\ NEW W11-2
STA 7+96 32' LT SIGN AND PAVEMENT MARKING NOTES: 4
STOP BAR WHITE INLAID 1�11 30" x 30"
THERMOPLA TIC STA 9+63 23' RT 1. SIGNS, INSTALLATIONS, POSTS AND MOUNTING
x INSTALL SHALL BE IN CONFORMANCE WITH CITY OF
` �^\ STA. LL BOZEMAN STANDARD DRAWING NO. 09810-1 AND Z>m w r
1 PANT CURB WITH \ �`ro INSTALL NEW W16-9P
I NO. 09810-4 AND THE MANUAL ON UNIFORM -mn
D-4 YELLOW PAINT (TYP) �NQ NEW W14-1 24" x 12"1 g z TRAFFIC CONTROL DEVICES. uj rn�N1000 In w
`,. 30"X30"\� aa
2. PAVEMENT MARKING SHALL BE INLAID w 2 00
z THERMOPLASTIC OR PRE-FORMED PLASTIC TAPE, L c v a
STA 8+14 32' RT
STA 7+96 32' R EXISTING AND SHALL BE IN CONFORMANCE WITH THE F E
30 0 30 60 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
STOP BAR WHITE INLAID 2 0 N O K
THERMOPLASTIC D3-1 (2) RECORD scale feet W C"0a.=M
STA 8+14 32' RT v+ 3. CURB MARKINGS SHALL BE YELLOW PAINT, IN
OQ INSTALL N�N�RS 6" HEIGHT DRAWINGS CONFORMANCE WITH SECTION 02581 OF THE
SZ NEW R 3 STA 8+14 32' RT MONTANA PUBLIC WORKS STANDARD Sheet No. 1
30" x30" � EXISTING �— `�O—O9 SPECIFICATIONS.
TO EXISTING J? �. m D3-1 (2) 4. DESIGN SPEED OF 30 MPH USED FOR ROAD S-1
�� H IGH DESIGN
of 4
Copyright 0 2008 HKM Engineering, All Rights Reserved.
t
0 In
STA 12+11
INSTALL •
EXISTING OM4-2 (3) • •
18" x 18" • •••• Q Z
u o
o — DEAD END BARRICADE •
CITY OF BOZEMAN >
STANDARD DRAWING moo
_ NO. 09810-2 0 3z€s
STA 10+54 32' LT Y �_ N o -
INSTALL Q STA 11+52
NEW D3-1 (2) C� o �_ INSTALL TEMPORARY
�v, HAMMERHEAD TURN
,, ;6" HEIGHT v
1 PAINT CURB WITH ,�a AROUND w
D-4 YELLOW PAINT (TYP) ODQ
STA 10+54 32' LT y+ x , 14+00 0 =
14 STA 6+70 31' RT INSTALL O�� o. ^ ; 13+pp }
STOP BAR WHITE INLAID NEW R1-1 d r� - -_
THERMOPLASTIC 30" x 30" y 00
REMOVE STA 10+54 32' LT o N QayMONIM �N�11�,1~ L o m H Z Z
INSTALL w
OM4-2 (3) NDWARD.w A > J
18" x 18" NEW D3-1 (2) a o 1 11�11�11�11�11�11�11 11�11�1{� O Z a s
RESET TO 6" HEIGHT Ix z
o (9
STA 12+11 tt o �11�11��� 11 Z o � a
- - -- n ,1� LOT 1 a 00 Z CO)
- N 8,480 sq. ft.
WINDWARD AVENUE LOT 1 CO-) o z
I _ i =D , 5,549 sq. ft. �-, - - ---
II +£ �a �a m
p0 - o w
b
w I O
00+1 O°+Z STA 10+74 30' LT ~ I LOT 2
T 31 FEET TOTAL STOP BAR WHITE INLAID I rn o C= LOT 2 =
PAVEMENT WIDTH THERMOPLASTIC oO1 I Z� 8g1 ft 7,343 sq. ft.
0= 31 �f T TOTAL
>' PAVEMENT WIDTH
m STA 6+91 31' RT _
INSTALL 1 PAINT CURB WITH -< — —-
t � 4J _
m w D-4 YELLOW PAINT (TYP) I r T"q
NEW D3-1 (2) o:. ti-
m 6" HEIGHT DEAD I ■
LOT ZACHARY W.'';,
STA 6+91 31' RT END LOT 3 S'O LONE
'-o'; 12 LOW PE ;W
STOP INSTALL I 418 s ft. 580
NEW R1-1 - q WE T `WINDS
1 '
30" x 30"
PHA E 6
STA. 7+40 WEST WINDS
RESET EXISTING
STA 6+91 31' RT W14-1 30" X 30" PHASE 4
advmaNIM INSTALL
- � WINDWARD � NEW D3-1 (2)
I '
S SIGN AND PAVEMENT MARKING NOTES:
d
1. SIGNS, INSTALLATIONS, POSTS AND MOUNTING rn
SHALL BE IN CONFORMANCE WITH CITY OF C7 ao
BOZEMAN STANDARD DRAWING NO. 09810-1 AND Z>co CO
N0. 09810-4 AND THE MANUAL ON UNIFORM -m m e o
TRAFFIC CONTROL DEVICES. w m�n N
2. PAVEMENT MARKING SHALL BE INLAID W 62oo
THERMOPLASTIC OR PRE-FORMED PLASTIC TAPE, Z-C�vv
AND SHALL BE IN CONFORMANCE WITH THE m E 6
a r-0r .
30 0 30 6o MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. Z N or R
w mmali
3 scale feet
r RECORD 3. CURB MARKINGS SHALL BE YELLOW PAINT, IN
CONFORMANCE WITH SECTION 02581 OF THE
DRAWINGS M PUBLIC WORKS STANDARD Sheet No. 2
3 SPECIFICATIONS.
7-2 O-D 9 4. DESIGN SPEED OF 30 MPH USED FOR ROAD S-2
DESIGN
00 of 4
Copyright 0 2008 HKM Engineering, All Rights Reserved.
� � 8
I
a � r
o m
gN
STA. 8+00 CJ O N
WEST WINDS INSTALL NEW J n m o
W14-1 30" X 30" t Z
PHASE 5 o t „ _4
o lz +�� PHASE BOUNDARY o; .� o
< gig.
3
a o �o€_
In
R35' (TYP.) 3
PHASE BOUNDARY v
n.ii■!
W
5+00 6+00 +00 f;O_ STA: .3+9776 • Q
- OFFSET -0.00 R o 2a
•I __ STA: 3+36.11 r
-+--- -
0 »+oo �o+oo _ +oo �(' 8+00 7+0o WINTER 'ARK STREET 5+00 4+00 OFFSET -0.00 R w
— -- - - —
g f— l z
• U))
# ° Q 0.
STA: 8+74.49 a C) E Q z
• OFFSET 0.00 L + W W d Z
• • 04. o z 0 W C�
• • • pT I Jm I- U)
• • . a z
•
STA 3+78 Cl)
INSTALL TEMPORARY
STA: 2+66.97 � z
STA 3+50 — CUL—DA—SAC OFFSET 0.00 R o �
INSTALL
z_
NEW OM4-2 (3) WEST WINDS - W
18" x 18" PC = +29 1
DEAD END BARRICADE PHASE 4
CITY OF BOZEMAN +
STANDARD DRAWING + o
NO. 09810-2
1
T
�v• LOWE •.
Q 3Fy.S�m,..ab�G;�Q
Z
m G 1
P
8
n
SIGN AND PAVEMENT MARKING NOTES: I�
1. SIGNS, INSTALLATIONS, POSTS AND MOUNTING y
— N — SHALL BE IN CONFORMANCE WITH CITY OF V ao
i BOZEMAN STANDARD DRAWING NO. 09810-1 AND Z>m ono�
NRAFOF9B1CONTROL0-4 AND
DEVICES.THE MANUAL ON UNIFORM ` m
rnu o�N.
o W ollnn
Li a�oo
2. PAVEMENT MARKING SHALL BE INLAID Z i c v v
ff THERMOPLASTIC OR PRE-FORMED PLASTIC TAPE,
u A..
AND SHALL BE IN CONFORMANCE WITH THE 0 w E°% c
b MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. Z N 8 0
RECORD 30 30 60 W
scope feet 3. CURB MARKINGS SHALL BE YELLOW PAINT, IN
DRAWINGS MONTCONFOANAA NCE T SECTION OF THE
PUBLIC WORKSSS STANDARD Sheet No. 3
SPECIFICATIONS.
—2 O—O9
g 4. DESIGN SPEED OF 30 MPH USED FOR ROAD S-3
DESIGN
i of 4
0
Copyright 0 2008 HKM Engineering, All Rights Reserved.
} o
N O
7
Q p 0]
a
Z n c
o
• "n
T N D
W
N Z
,W^ + r
VI O N
_ W14-1 30" X 30" aw <
_+ _� m<<�
T Ili p Q BOO
q, 3 o iz�tuo
• LL Z TF
� W
T Ir C1 Y
T ti o W
a
0
- � N
_ FMAbE BOUNDA z
- - -
- - - - - -- -
BREEZE LANE - z Q
I - oz � a
a U Q
am N _z
Z N W Z
REMOVE & RELOCATE Q m m F5
• 0 OM4-2 (3) • 0-
••• • 18" x 18" N to
• Q' 0� o
TEMPORARY CUL-DA-SAC R1-1 o f-
T RADIUS=35' 30" x 30" z w
OM4-2 (3) o
18" x 18" 0
DEAD END BARRICADE $
CITY OF BOZEMAN
STANDARD DRAWING T
NO. 09810-2
T '0111)'T/A'N9
-'ZACHARY W.`;+=
T
w LOW£
12923 PE
"pHAiu EV110
T
T
I m
7
Z»00h
NOT IN CONTRACT mNNN
_�
PROVIDED FOR GRAPHICAL w w O
° o 0
PURPOSES ONLY c
z
ACTUAL ROAD ALIGNMENT FOR U�av
BREEZE LANE TO BE DETERMINED (�F a c
SEPARATELY RECORD z N O.0 T
woman
30 ale ° 30 feet DRA WINGS
Sheet No. 4
7-20—09 S-4
of 4
Copyright 0 2008 HKM Engineering, All Rights Reserved.
I
a
/ // // � _.._ — � \\\I � \ 1 III / _•rr?��`+'`���:•; �
l BA&N ceAn-
WA WW
>_ U
_ 1.ORAP BAGS wLL BE USED
vEFPENgauF TO Row.
SILT FENCE / DRAINAGE SCALE AND \\ \ \ \`` _— •
DETENTION POND TO BE
NATURALLY REVEGETATED
WITH GRASS SEED MIX ____ \ —-('` \\ / .i:..l+••:."'.. v
ENTRANCE� PAD 5° _, r _ \— _ \ \,/ «.;.`•:.; :.•.:
'PEA-szE a• • !n
°FADED GFAM WSlOE BAG
al aoI O^ENII sH(Xu Q
DRAINAGE SWALE A r1WOUGf A—ROW BAG m]
DETENTION POND TO BE 1 // \ \ ) \\ o d
/ NATURALLY REVEGETATED 1` \
-�GRASS SEED MIX—— P 1 / \ \\ ) y r Z
3 CONCRETE WASHOUT AREA / i'_ 1 INSTALL LT FENCE \
/ / 1 \ \ \ � 1 lLET PROTECTION AT GRADE
c- DETAIL - 1 \ 1 \ \ l� cc-, ID TAL Z
NOT TO SCALE \"/ 1 \\ I \\\ \\ \\ NOT TO SCALE p C F-
/ o G cc
O Z
Offs[-f 0.oU`( \
W W
Z ►V
/ 4r
\ \l 11 nD'EN v cENa(u°A ew.. Q m
INSTALL NAA B•uEst sPA4NG) J OGRAVEL BAGS AT0.INSTALL GUTTER TERMINATION °WX c TONw RNCE V\ \ \ / / GRAVEL BAGS AT ——
\\ � —, c«°Lr'o°NND o z
sr +z.oae+ /GUTTER TERMINATION _——
\ \ r.ammo �^ \ \\ BOUNDRY + a
/ \ \ \ 6 !A
\\ \ INSTALL n. L /// \ \ \ \INSTALL \\�' ?W
\ \ �� o i
\ INLET PROTECTION \ / / / INSTALL \ \ —INLET PROTECTION
\ srA re2BT / \ AT GRADE \ n0� Y •
\ AT GRADE INLET PROTECTION.. '
AT GRADE—, \ \ \
\\ \ no // 1 / / ,'i \ \�+� \n.�' PERSPECTIVE A
o
_..�____. .. \ JS•YW.f GE POST
9&_141 w \ \\ �\ \\ wow .aE ENa fu GA w , —
\ •:q;�K�:. srA:lAJB rr / `_ \ fin\\ \ n�X 8•aoTM�vw m�ON
aoo F
\ ^r}",•�„'? /' / \My \ \ now
/-- —_—————— 1 INSTALL �' TpFxn
INLET PROTECTION
\ \ \
INSTALL 1g AT GRADE \ \\//%' \ "Be wouND
INLET \ 3
_ / INSTALL INLET \ INSTALL y
AT GRADE
/ PROTECTION 1 1D/ \ \ _ \ INLET PROTECTION . \
1 \\ \ \ / /AT GRADE omB� / \ \ ,AT AT GRADE
2 SILT FENCE
PHASE/4 / i �-- ----\ \\ ec-r Doi TO
N SCALE
5
/.I I / INLET
ETPROTECTION
CONCRETEI AT GRADE
\ I\ WASHOUT AREA
qo
LOT AREA OF DEVELOPMENT: 21.28 Ac. Z>m2n
\ \ //INSTALL VEHICLE AREA OF DISTURBANCE: 6.18 Ac.
TRACKING PAD �� I /// ,/�/ ENE \ _ N _ w c tom-wo°9
nn
__, R GENERAL SLOPE OF LAND WILL BE w o z`D w
_ _--- -------\mac\,--�---1-----/ —j —1--J �———_�� $ �\ \I \ +- 1% FROM SOUTH TO NORTH ��g�
- ------ ------------\— ----/---- f--T— - y 1�t O Ee
\\ GV FN PSEM�N \ \\ Z c H o
\ CAP GV \ I B'D.L�TER MAIN_— / _ / (`f E \ RECORD \ N O-C R
1 / \ ` DRAINAGE PATTERNS w mmaLL
\ V\\\rl\>-A\% v
\\ \ \ B ZE�N� -- -- L--- ��� DRAWINGS SF SILT FENCING
_- ---\-- --- ------ ——— No. 1
- ----�— ----\--------- r ---��-- -- ----� �_� =---- \
CONSTRUCTION I - - 7-2O-O 9 \ EC-1
R'WATER MAIN STAGING AREA./ / \ aT°/ \ M \ 60 0 60 120
scale feet
of
Copyright 0 2008 HKM Engineering, All Rights Reserved.
0
N �
a
m r
o m
60.00' n
PUBLIC RIGHT-OF-WAY
PUBLIC RIGHT-OF-WAY • o
m
N �
10.00' 10.00' a
N O
5.00' 6.50' 7.00' DRIVING �, DRIVING 7.00' 6.50' 5.00'
v Z
1.00' SIDEWALK BLVD PARKING LANE LANE PARKING BLVD SIDEWALK 1.00'
m z z
maH
70' (CUL-DE-SAC)
90' (HAMMERHEAD TURNAROUND)
0.50' 0.50'
N
0
3% 1 37_
j2% 0
�3% 3X L4
0.
74' M-4000
) •
COMPACT SUB-GRADE N 1
CONTRACTOR TO CONDITION COMPACT SUB-GRADE i„
AS REQUIRED TO MEET PLANT MIX ASPHALT SURFACING CONTRACTOR TO CONDITION
COMPACTION REQUIREMENTS 3" MIN. DEPTH AS REQUIRED TO MEET
COMPACTION REQUIREMENTS A
CRUSHED GRAVEL BASE COURSE
CONCRETE 6" MIN DEPTH 7 7DEPTH
EL BASE COURSE
3 WASHED GRAVEL SUB-BASE COURSE"3" MINUS PIT RUN GRAVEL RSE15 RUN GRAVELVMIN. DEPTH V SQ5 V
W co
o N
a 00 O
• � OC
(11 35' LOCAL STREET GRAVEL CUL-DE-SAC & HAMMERHEAD TURNAROUND
TYPICAL SECTION TYPICAL SECTION < ?�
NOT TO SCALE o
NOT TO SCALE
2 0
L•
65.00'
PUBLIC RIGHT-OF-WAY
4720.95Te
ZBS% 4720.8 Lpuunu�../ YELLOW CURB PAI / qg 1 PL N T 4
12.50' 12.50' / 2 TBC / 0
5.00' 6.50' 7.00' DRIVING / SEE NOTE FOR LfNG 1 / 0"-- „;Y�'%
DRIVING PARKING
BLVD
5.WA �, , , r ) , 1 / PARK AREA 1':� ..9
1.00' SIDEWALK BLVD PARKING LANE LANE PARKING BLVD SIDEWALK 1.00' �1 ,/ // 1 1 1/ �______ .�i ZACHARY W.`";'f c
�1 1, 1 20,341 sq. ft. ,,, -o LOW£
1 W`
472 .54 1 0 1 _0% 12923 PE:W�
TBC / 1 n�•,ego
/ 4722.BC 11 z 1� 11 //� �l /�'",,�ONA�IiFjaJ�•
/ 4 722
------- ------ ------- -------
0.50' 0.50'
/ NOg;
/ / A�2 uR I / v / CURB PAINTING SHALL BE 20' FROM
75. 1 CROSSWALK OR 30' FROM STOP SIGN
27
/ / TRANSITION 1 1 / WHICHEVER IS FURTHER DISTANCE AND
70.75� MINTERPARK2RSHALL EXTEND AROUND CORNER (TYPy__'COMPACT SUB-GRADE -- --- - -------- ---- -- ----- ----- 0.CONTRACTOR TO CONDITION 4722AS REQUIRED TO MEET PLANT MIX ASPHALT SURFACINGITBC COMPACTION REQUIREMENTS 3" MIN. DEPTH / YELLOW CURB PAINT 1CRUSHED GRAVEL BASE COURSE (SEE NOTE FOR LEN4722.501 M-4000 CONCRETE 6" MIN DEPTHTBC / 2 > ro3 WASHED GRAVEL SUB-BASE COURSE 11 W 01�N 0
3" MINUS PIT RUN GRAVEL I g 1 , _0 F
9" MIN. DEPTH / / O-A Lu 0 2 o 0
z L Va
.i
w mmO.LM
RECORD
Sheet No. 1
DRAWINGS
r3� 40' LOCAL STREET /' r4� M MSECTION 3R 3R i 7
TYPICAL SECTION WAIL I _ I 7-2 0-0 9 D-1
NOT TO SCALE ,/ pCALE: 1--30'
� / I of 4
Copyright 0 2008 HKM Engineering, All Rights Reserved.
i
I I 'ti N o
INSTALL FLOW CONTROL D I 2 2
MANHOLE, MH 1 1 < • °
RIM EL.-4719.50 I 1 �1 > 11 .S
INSTALL 14 L.F. OF 11 I I i
I, Il l \\\ \\ \\\ \I 21"0 RCP PIPE \\
INSTALL 15 L.F. OF \ / 1 I I 2' N
j 21"m RCP PIPE
y \ IE= 4715.87 1 \ 1 I I i
I s #a
\\ -- ----- -
--�-- -------- �-----
I \ I
I \ I
\ 1 \\\ I I I 11 CONSTRUCT 18 L.F. 6' MADE OVERFLOW SWALE. I I\I r1 TEMP• STORMWATER CONVEYANCE DffCH ;o0 _
2:1 SLOPES. ARMOR ENTIRE LENGTH WITH 12" tiT SECTION
I I \ OQ I I I 1 DEEP, 3" MINUS PIT RUN RIP-RAP. INSTALL 1 - _ NOT TO SCALE
I \ h I I 1 PROPEX 4553 FILTER FABRIC UNDER ALL l __
RIP-RAP.
O ,LI � I 1 EJIW 6" V-1350-1 FRAME AND GRATE Y (�
!)_ �� 1 I 4" THICK TOP, 5" WALLS AND 6"BOTTOM. • Q
/ \ I I PIPE, 21" TEE AND CAP BY CONTRACTOR T
AII/ / 21" SLIP CAP TO HAVE DIA. ORIFICE
CONSTRUCT RIP-RAP % / CONSTRUCT RIP-RAP PAD \ I I m 21" A-LOKS FOR ALL WALL PENETRATIONS
_ l \ PAD TO POND INLET / i� 6'x4'xB" THICK (6" MINUS \\ i 11 7 TOP NEW d
6'x4'xB" THICK GRAVEL) TO POND OVERFLOW
\ (6" MINUS GRAVEL) rQ
IE= 4716,40 // / J1 I i i .a. i 8.2'0 W
ORIFICE
4715.70 Q
INV. OUT I 4715.80 V N V Q Q
1 II
\\ CONSTRUCT 12 L.F. 2 WIDE INLET SWALE. 2:1
1 SLOPES. ARMOR ENTIRE LENGTH WITH 12" \ / I I \ I/ 21"D-3034 21" D-3034
\ I / I yy PVC PIPE OUT - PVC PIPE IN ih
\ 1 DEEP, 3" MINUS PIT RUN RIP-RAP. INSTALL \ / /I l \ II 4714.40 rt CO)\ PROPEX 4553 FILTER FABRIC UNDER ALL FL a h,
\ 1 RIP-RAP. \ / _
4'-'0"DIA.
BASE SLAB z
I 11 I SIDE NEW w
48"LD. POND OUTLET STRUCTURE
WITH '�-
y \ I TH EJIW 6" V-1350-1 FRAME AND GRATE r'
i r'l'� STOR�AWATOR DETENTION PONE 1 20 i o 20 40
11
DETALI �1 FLOW CONTROL MANHOLE — POND 1/
\ 1 II NOT ro PCAlE i \ -��� feet I TEMP.POND®HUNTERS WAY
NOT TO SCALE
NOTES,
A 1. EXTEND CONDUITS 2 FT BEYOND R.O.W.
EASEMENT ON BOTH SIDES OF CROSS/Na *j ZACHARY W.'%*c
=v LOWE
12923 PEE
S/ONAL
t7aw4L;:A5Azfdt7 —
CONSTRUCT 18 L.F. 6' WIDE OVERFLOW SWALE. "
5' 2:1 SLOPES. ARMOR ENTIRE LENGTH WITH 12"
DEEP, 3" MINUS PIT RUN RIP-RAP, INSTALL
PROPEX 4553 FILTER FABRIC UNDER ALL 30"MIN.
RIP-RAP. - --1 "I SCHEDULE 40 P 40"MAX
——— ——._ 5 TOPSOIL AND SEED 5 EL=4718 CULVERT WTH END CAPS
� —__ .50
_ _ 5
1.50' MAX
CONSTRUCT 12 L.F. 2' WIDE INLET SWALE. 2:1 \\ 'r\`'\�!� I z
SLOPES. ARMOR ENTIRE LENGTH WITH 12" L_ _ _ "?
DEEP, 3" MINUS PIT RUN RIP-RAP. INSTALL CONSTRUCT RIP-RAP PAD a: ��N N
PROPEX 4553 FILTER FABRIC UNDER ALL w Ol-!=
RIP-RAP. TO POND INLET 6'x4'x8"
"
CONSTRUCT RIP-RAP PAD !-6"m SCHEDULE40 PVC LU O c o
THICK (6" MINUS GRAVEL) CULVERT MITN END CAPS z c�a v.
6'x4'x8" THICK (6" MINUS L
GRAVEL) TO POND OVERFLOW 12"M/N. F d c
N O
W cn M
RECORD
DRAWINGS (_4_'� UTUTY CONDUIT DETAIL sheet No.
/2�
r� STORMWATER DETENTION POND 1 _2O_O 9 SCALE : NTS D-
L SECTION
NOT TO SCALE
of 4
Copyright 0 2008 HKM Engineering, All Rights Reserved.
O
\\\ CONSTRUCT 12 L.F. 2' WIDE INLET SWALE. 2:1
SLOPES. ARMOR ENTIRE LENGTH WITH 12" \ m
n
DEEP, 3" MINUS PIT RUN RIP-RAP. INSTALL \
PROPER 4553 FILTER FABRIC UNDER ALL \ •
\ RIP-RAP.
\ \ d
u
' z
\
\ --------
\ \
\ \ ___------_�` CONSTRUCT 12 L.F. 2' WIDE INLET SWALE. 2:1
• yy;�
SLOPES. ARMOR ENTIRE LENGTH WITH 12" 25w=i
\ i \ DEEP, 3" MINUS PIT RUN RIP-RAP. INSTALL � ? <��`�
\ \\ t PROPEX 4553 FILTER FABRIC UNDER ALL c z m�
CONSTRUCT 26 L.F. 6' WIDE o
\ ,/ ♦ RIP-RAP.
OVERFLOW SWALE. 2:1 SLOPES. 3 i��o
ARMOR ENTIRE LENGTH WITH 12" o` o z
o z�
DEEP\ 3" MINUS PIT RUN RIP-RAP. •
INSTAL PROPEX 4553 FILTER
FABR,q UNDER ALL RIP-RAP. CONSTRUCT 26 L.F. 6' WIDE OVERFLOW �I
5' SWALE. 2:1 SLOPES. ARMOR ENTIRE
1
LENGTH NTH 12" DEEP, 3" MINUS PIT RUN c �}
\ \ RIP-RAP. INSTALL PROPEX 4553 FILTER
t CONSTRUCT RIP-RA PAD 1 t H
/ 1 TO POND INLET 6'x4 8" \ 11 11 TOPSOIL AND SEED FABRIC UNDER ALL RIP-RAP. n co
I I THICK (6" MINUS GUVEL) 11 ,
•
ELF 4714.0 3 5 El_-. €r 4716.25 o N
11 I I \ 1 \I \\/\\ .471 .7CL
11
111 I I \11 \\\ CONSTRUCT RIP-RAP PAD \/�\\/�\\/\\\i\\�\\\� \,
1 6'x4'xB" THICK (6" MINUS
1 B k I 1, 11 GRAVEL) 110 POND OVERFLOW 2 Q
1 D-3 i o I p
1 I , CONSTRUCT RIP-RAP PAD � Z
1 I I I i II TO POND INLET 6'x4Ix8" CONSTRUCT RIP-RAP PAD V Q Q
1 THICK (6" MINUS GRAVEL) 6'x4'x8" THICK (6" MINUS un2J)
I 1 I 11 GRAVEL) TO POND OVERFLOW CO)
t \\ n U
11 \\ \ INSTALL 5 L.F. 0
\ \\ 21"0 PVC PIPE / \ F_
\ / w
tl \ \\ o
1 t\---------- \
'1-------------- r8-) 8TORMWATER DETENTION POND 2
D I STALL FLOW CONTROL I \ SECTION
MH2 M EOLE4716.50 81A1J11 / �I NOT TO SCALE
I !
/ INSTALL 10 L.F. I \\
F 21"0 PVC PIPE
llpuT
JI THICKVTOP, 5' WALLS AND 6 FRAME AND R BOTTOM. `* N...
4
J
'
` ZACH�' PIPE, 15" TEE AND CAP BY CONTRACTOR ARY _
/ ------------- 15" SUP CAP TO HAVE DIA. ORIFICE Zvi LONE
-4 / 15" A-LOKS FOR ALL WALL tENETRATIONS 'A'• 12923
PE =W�
RIM EL. 4717.20
TOP VIEW
ORIFICE
INV. OUT 4713.30
' ' I NV. IN
I I I
I
1
I
04 s5� `1' -I --- .. 21" D-3034 c i - 21"D-3034
1 I __----_---✓ I I 471189 PVC PIPE OUT PVC PIPE IN 17
` 1 / 14
FLOOR ELE. � a,
1 Irr 'I I z iomn
L � !
E \ 1 7i 1' _�� ! I 4'-10" DIA. -m; 0?to
e 11 ./.00,✓ / I I BASE SLAB I w O7�NN
41' 11 I SIDE VIEW W ofiDb
11 149.3 i z L -'
48"I.D. POND OUTLET STRUCTURE - E
WITH EJIW 6" V-1350-1 FRAME AND GRATE ~N O K
____-______-___-_ --_-_ -
�' ---------I ��--�Z� W rnt0ali
------ - FLOW OONMCL MAN-ME - POND 2OONMCL MAN-ol E - POW 2 RECORD
I ' 20 0\'��_ 20 40 TBV.PO►�D•WWWARD AVENUE DRAWINGS Sheet No. 3
gTORMWATER DETENTION POND 2
DETAL scale feet NOT TO SCALE
_ 7-20-09 D-3
1 _ NOT TO SCALE
Copyright 0 2DO8 HKM Engineering, All Rights Reserved.
0
N �
5.4'(0.45') a
N
o m
24' n
9.5' Q C
O
2' • 'n
4• TOPSOIL ° 3.R N
30' UTILITY EASEMENT L(*�.) `
° x o
/.•A eR,Aa.r v Z
1.5' t
9' 12' 9' �� ° eI
i
E'
C Of
/\\ •° 3 Of N50Z0
O _ FSO
CRU9 D MAWL
BASE-3'MIN.
U
SUB-BASE COURSE rr ! f )) I r •%� 1
I I I I AS
REWIRED l/II I� 'f'l fl�!r , I/f r,'�'I('�l Irll/1I!' M
O
o COMPACTED SUBGRAOE pp•
N
�I ograde or ha..car Ile 01poltio,Mall conform to section 02230(M.P.W.Specs,199E ed) J
2. Contraatlon pats Moll be placed at 10'Inb—and moll nova a minimum depth of 3/4'and minimum width of 1/E'. a }
3. 1/2'emp IP,,pent material Moll be placed at ail Po&P.T.e,wry r,Wms end of not man Man 300'Interwle. Tie <
CRUSHED GRAVEL BASE COURSE em..lan mot cl shun e.told tho.0 the fup d.pM of the wM and Satter.
6" MIN DEPTH 4. No wm and wuer old.be PI.—dMo t.%ol form mep.0.,,by M.City Engl—ar Me ropr.esntoll- al
S Connote.hall he 0...M-woo,
E. Crushed pro.e:Due.hdl meet the rpW..menb of Swtlon 02235(MPW SPECS,199E ed.) Par wro and
SUB-BASE COURSE voter repacemMt Prolsate,wa.hed.oc4 m y be used for the grow•hoe*. V Z
3" MINUS PIT RUN GRAVEL
rl CARAVEL ALL—.SEASON ROAD s" MIN. DEPTH r21 CURB 8 GUTTER Q
SECTION DETAIL 0 Q
NOT TO SCALE NOT TO SCALE N 0
1 m
v�
STEEL POST MARKER
PAINTED BLUE c
PROPERTY
LINE
5 1/2( BOULEVARD EASLINE
OR
W
a
3
STREET SURFACE 5'S(YP.EW)LK I GROUND SURFACE 4 •
CURB BOX + ALL FITTINGS SHALL BE MECHANICAL
JOINT WITH 3/4" TIE RODS IN EVERY EXISTING SEWER PIPE
- 11.5'— --►{I PROVIDE 5' STATIONARY EXISTING MAI OTHER AVAILABLE BOLT HOL ROMAC "DUCTILE LUGS" OR
(TYP) I ROD IN ALL CURB BOXES Q APPROVED EQUAL MAY BE
USED TO FACILITATE THE tI Illfyy22
COVER MIN. 3:: ROD INSTALLATION. ,"��,.,•,.wt `4Pp.N„„•,A�,y%
*%ZACHARY W.'.*-
wt: .9 LOWE
SEE DETAIL a �01
(TYPICAL EXCEPT IN SPECIAL %F. +�e e•_-��
BELOW a'•..•,,T. °�?.
TAP BY CON TRACTO CIRCUMSTANCES WHERE CITY HAS
APPROVED ALTERNATE LOCATION) ....LI,II%
CURB STOP r'r
yr
BACKFILL WITH
��yy4REBAR ANCHOR ROD ° '+�, Y•� BEDDING MATERIAL
WATER MAIN / N1TH BITUMINOUS COATING -^' .
NO COUPLINGS OR OTHER JOINTS ALLOWED ON SERVICE PIPE FROM BASE MATERIAL—"""
ATERIAL (TYP '• �;nH
CORP. STOP TO CURB STOP FOR 3/4"AND 1"SERVICES. STRAIGHT . c
y„IT 18" minh.w;;g.
COPPER PIPE SHALL BE USED FOR 1 1/2"AND 2"SERVICES •} "A;'`,i` ••`• ti"'
GENERAL NOTES: / -"" •``` ' `
1. WATER SERVICE LINES SHALL HAVE A MINIMUM 6 1/2 FOOTi`.' �.•'.:'° .•d:..`•
COVER MEASURED FROM THE EXISTING GROUND SURFACE, CONCRETE THRUST BLOCK \ ?.w,a:_4,,,;:=; •''?"�" ••.-1•
OETA/L OF A SELECT MATERIAL BACKFILL AREA SIZE DETERMINED BY ENGINEER)
(
PROPERLY CORPORATION STOP (SEE SPECIFlCATIONS) EXCEPT THAT COVER SHALL BE MEASURED FROM CENTER \ + t
INSTALLED •!�//./j//�/ /�//��//jj/�/, LINE STREET GRADE WHEN SERVICE LINES ARE LAID TO A I
CORPORATION �/ /// // // // // /!r / /r STREET SIDE WHICH HAS AN UPHILL SLOPE. WATER
STOP. // I// / / // // // / //j////�// //j%// COVER SERVICE
ATI CURB NES STOP.ALL HAVE A MAXIMUM 7 1/2 FOOT
TAP MAIN AT / /// // / / // / // / / rn t-
SPRINGLINE. / / / / // ///// / / 3 4 DIA.MIN. 2. WATER SERVICE LINES SHALL BE INSTALLED WHERE SHOWN e' r {' ' '''` ti M
Z >g3 Eo r-
/ // //// //j S�RVICE PIPE ON THE DRAWINGS OR AS SPECIFIED. —ijT pP
y / //�///�//�//// ///�// / // 3. Raw BEDDING SHALL BE 1" DIA. MAXIMUM WITHIN 6" OF SERVICE d E. W rnN N N
4. INSTALL CURB STOP SO THAT OPERATING KEY IS PARALLEL "MEGALUG" OR "UNI—FLANGE° '~^^
3 O TO STREET IN OFF-POSITION. JOINT RESTRAINTS MAY BE z C e O
a CONCRETE THRUST BLOCK (AS PER z t c v g
SUBSTITUTED FOR TIE RODS d -° MPW STANDARD DRAWING 02660-1 - O•"
\\�� 4 m 6" MIN,
THRUST BLOCKS ° ~N o..
NCH BOTT6Mi\j� NOTE: POLYETHYLENE ENCASEMENT ON ALL DUCTILE IRON PIPE Z N Om m
AND FITTINGS AS SPECIFIED.
��\�\���
W a, a al
RECORD 00 Sheet No, 4
�1 WAW s�IVICE uE �1 WATER SERVICE LICE DRAWINGS D_4
DETAL DETAL 7-2 0- 0 9
NOT TO SCALE NOT TO SCALE of 4
Copyright 0 2008 HKM Engineering, All Rights Reserved.