HomeMy WebLinkAboutTschache Lane TSCHACHE LANE BOZEMAN , MONTANA
STREET & UTILITY EXTENSION DESIGN
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GENERAL NOTES: I- Ul-_ m S
1. All construction will conform to MPWSS 5th Edition, and COB Modifications to MPWSS Fifth
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Edition.
2. Any existing or new valves which control the COB's water supply shall be operated by COB w a
personnel only. NOT TO SCALE a
3. The Contractor shall notify the Water Department a minimum of 24-hours prior to
beginning any work.
4. Contractor shall field-verify line and grade of existing connections. Contractor agrees to ISSUE D TE 2- o06
be fully responsible for any and all damages which might be occansioned by his failure to INDEX SCHACHE �t ISSUE DATE z-ze-os
exactly locate and preserve any and all underground utilities. NE
5. The Contractor shall maintain all existing drainage facilities within the construction area
until the drainage improvements are in place and functioning CR-1 — TSCHACHE LANE ROAD PLAN AND PROFILE -•
6. All Contractors working within the project boundaries are responsible for compliance with -.]wRf ARROWHEAD SURVEYING,
A PILS c-
�. M Zahn,PLS
3743
all applicable safety laws of any jurisdictional body. The Contractor shall be responsible for CW-1 — TSCHACHE LANE WATER PLAN AND PROFILE Ia,,M c—
all barricades, safety devices, and control of traffic within and around the construction area. Buzemaq McmWu s9772
.', ,:• 14061 se-�izzo
7. All material furnished on or for the project must meet the minimum requirements of the
approving agencies or as set forth herein, whichever is more restrictive. CSS-1 - TSCHACHE LANE SANITARY SEWER PLAN �{ ��
requirements of #7 at the request of the agency and/or the Engineer.
8. Contractors must furnish proof that all materials installed on this project meet the AND PROFILE (( �r�m�� t ��~ u� }�
' S "�`"` I t,
KENW & wssoc—es. vc.
9. Work subject to approval by any political subdivision or agency must be approved prior (A) 2409 WEST MAIN, SUITE 2
Backfilling trenches for pipe; (B) Placing of aggregate base; (C) Placing of concrete; (D) CDR-1 — TSCHACHE LANE STORM DRAINAGE PLAN ` BOZEMAN, MT 59718
I paving. Work done without such approval shall not releive the Contractor AND PROFILE Y PHONE 6- 86 3745
8407
Placing of apha t p g 1,w-�... � � FAX 406� 586 3745
from the responsibility of performing the work in an acceptable manner.
10. All Contractors working within e public road right-of-way are required to secure a
the COVER
9Y
ri ht-of-w construction permit least twenty-four (24) hours prior to any construction. CB-1 - CATRON STREAM/DITCH REALIGNMENT PLAN �io4!' '�ieA1Wi ++'7 f ` . , ''
a! .
AND PROFILE
_ . - SHEET
CD-1 — TSCHACHE LANE PLAN AND PROFILE DETAILS
VICINITY MAP SCALE VARIES
CD-2 — TSCHACHE LANE PLAN AND PROFILE DETAILS
NOT TO SCALE
INK; STXWF-
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DRAWN BY:AMT
CHECKED BY:RTK
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CONSTRUCT NEW CREEK BOTTOM 11 OL.X Q O
4717 EXISTING WATER SURFACE
471] U
NOTCH EXISTING STREAMBED CENTERLINE NEW
ELEVATION 4714.21 STREAM BOTTOM
AT INLET ELEVATION 471332 4716 PROJECT No.STO 05-21
4716 CENTERLINE NEW
STREAM BOTTOM ISSUE DATE 4-30-2008
ELEVATION 4712.88
MATCH EXISTING STREAMBED 4718 r0
4715 -- _ - ELEVATION 4712.74 Vt
- AT OUTLET
4714 O
4714 - - - C ARROWHEAD SURVEYING,PC.
- L
v MomsA 7a"PLS
_ PO Aox 1743
NEW CHANNEL - -I - - _ -- -__-- - _ 47t3 I` Bozeman,Montana 59772
at3 - 14• GRADIENT p.g=y_ -- -- (406)587-2220
4712 } 4712
0
INVERT OF CULVERT _ � /i66
4711 ELEVATION 471194 - 4711 - G
BOTTOM OF CULVERT
ELEVATION 4711 19 KCRIN 4 w990CtAT69. P.C.
1710 4710 2409 WEST MAIN, SUITE 2
90' BOZEMAN, MT 59718
PHONE 406 586 8407
4709 g 8 4709 o FAX 406 - 586 3745
N + ^ 4+00 4700 c
4708 r 1+00 2+00 3+00
0+00
CENTERLINE PROFILE o
CATRON STREAM/DITCH N
s CB- 1
N -
9' x 6' BOX CULVERT
LiORIZ SCALE 1"= 20' W1 APP. 2' OF STREAMBED
0 To' 20' 40' 60'
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APARTMENTS
DEVELOPMENTN i ao STANDARD CITY OF BOZEMAN 36"STANDARD w 0 1
o n pj STORM DRAIN INLET,STMH/2
Gam,m N n COB STANDARD N0.02720-1 DRAWN BY:TBS
STA-5+93.002
m O TBC ELV=4J 16.12
Z A II TOP OF GRATE EOP ELEV 4715.75 37 06 L F. OF 15'• RIP RAP ROCK BANK CHECKED BY:RTK
a Q J I.E.OUT=4713.10 (ROUND)CLASS III RCP AT 0.25% STABILIZATION
NOT PROFILED. RETENTION BASIN INLET REALIGNMENT OF
Z N W STA 5+61.35 - CATRON DITCH
3o I.E.OUT-4712.60 CHANNEL m n
J 5♦"ROUND RCP CULVERT
_ _ OUTLET I.E.4713.37 9'X6'CONC, BOX CULVERT
OUTLET STA 2+43.90 SEE DETAIL SHEET CD-1
--EDGE OF 60' ..-_ 54"ROUND RCP < �I
RIGHT-OF-WAY CULVERT W/F.E.T.S. + 13+30.59 0
-- 97.56 FT AT
-- - -- ----- PROP R
✓ ✓ .� 1. 11 BOUN ARY y ti �. �. �. ✓ ✓ f ✓ _ 13 00
6 W N o+oo g"-
GINNI
-- _ BE NG STATION ��HE ���
E OF 60' STANDARD CITY OF BOIEMAN 36 - --_ - _ --- -___ - __ _ - 1
STANDARD STORM DRAIN INLET,STMH /1 �,�� �� - OF TSCHACHE LANE T S C�f �x
RIGHT-OF-WAY __ IMPROVEMENTS STATIONING I .� I 12 50 F, 1.
COB STANDARD NO.02720-1
STA 5+93.00 __
TBC ELV= 4716.20 -�i -- -- - _ - ---- a
TOP OF GRATE EDP ELEV 4715.80 - - �� - U d
I.E.OUT= 4713.28
- - -._ _ EXISTING STORM DRAIN t
w o 103.57 L.F. OF 15'♦ _ CATCH INLETS
D_i2 ROUND)CLASS III RCP.WITH F.E.T.S, / � _ STA 0+38.61 12
0
O AT 0.26%PROFILED BELOW u.
0 O - -
0.m RETENTION BASIN INLET REALIGNMENT OF WEST
STA 4+93 0 MATCH EXISTING DRAINAGE CHANNEL.
I.E. OUT 4713.0 CHANNEL GRADE GRADE BANK TO
INSULATE FIRE ALLOW OVERFLOW INTO A
HYDRANT AT CROSSING TOP BACK WETLAND OPEN SPACE 54'ROUND RCP CULVERT '�, O r�J ze E
INTLET I.E.4714.26 Z w
CURB OUTLET STA 2+70.65 J am cD R
RE HYDRANT f'
p OF OPEN SPACE (n w 20
O 515 EWAL STORM SEWER MATCH EXISTING CHANNEL GRADE w O Y.I�.40�1
ALIGN NEW CHANNEL TO FLOW .ryy��. 11 O Q IT4U<
CENTERLINE WITH EXISTING PCATRONREVENT
�,, ROPOSED FUTURE Iy-! v g
STREAM/DITCH AND PREVENT TRAIL �l.^'f-� I"� W � _49
SCALE 1"= 50' BACKFLOW OR PONDING THROUGH �O •9
50' 25' 0' 50' 100' 150' _ \ THE NEW CHANNEL a
`WEST DRAINAGE �Tp Q I w Q _
TRIBUTARY CAT"DITC f E 5g
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4744.0 O Z
4740.0 a ZCw� dZ
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RETENTION POND 0 LET a W G z
tO STA 4+ .40 4720.0 a o 0 0
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NOSH GRADE ELEV 47 3.01 _-- _ _.- - - - _.- - - In
4720.0 - - B -
- - ---- - -
TING GRADE +J 15" GLASS 111 RCPv
-_ <W STORMW TER DRAIN PIP 3 No.STO 05-21
E%I
- - - -- PROJECT
90• �__�- SUE DATE 4-30-2006
- - - -- - -� 4715.0
4715.0 - - _ - - - -- -
.0' CRETEX BO%CULVERT ARROWHEAD SURVEYING.P.0
SEE DETAIL SHEET Mortis A.Zahn,PLS
CD-2 PO Box 3743
6" WATER N CROSSING I` Bou 'Momam59772
- - - - STA 5+46.60
4710.0 4710.0 (4�1 sal-zzzu
BOTTOM-
-- - - TOP F WATER MAIN ELEV 4709.17 o
Z 3.8 CLEARANCE 8" WATER MAIN CROSSING A���'--7777
1.1 INSULATE WAT RMAIN AT CULVERT CROSSING. `l STA 2+53.06 �G
W W BOTTOM OF STORM SEWER E-0 4713.07
7+ - r ------ - -- 1 _--- - - TOP OF WATER MAIN ELEV 4 09.19 o
Z Z r1I-aIN tr AsSOCIATes. P.c.
RCP -
�W „ - - --gym m -- - -_ - -- +n 97./NLEf STA 2 ROUND70.65 I _ _ 4705.0 m
3.88 FT CLEARANCE1
+ o o < 2409 WEST MAIN, SUITE 2
4705.0 ry CULV RT W F.E.T.S. T 0.91R BOZEMAN, MT 59718
�+ PHONE 4065888407
a a a+ INLET ELEV. 4714.26 \:-' ITARY SEWER CIROSSING N FAX 406 586 3745
H a a rn 8" SANIT Y SEWER CROS ING �r
STA 5+36 0 OUTLET STA 2+43.90 STA 2 56.09 0
w HORI SCALE 1"= 4 z BOTTOM 0 STORM SEWER ELEV 4712.94 OUTLET ELEV. 4713.37 BOTTO OF STORM SE ER ELEV 4713118 0
TOP 0 SANITARY MAI ELEV 4708.40, a
� W TOP OF SANITARY MAIN E EV 4710.48 4.78 FIT CLEARANCE 4700•� v1
4700.0 0 20' 40' 120' 246 FT CLEARANCE o
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Carl H. Vandermolen Doreen J. ArnQson
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REALIGNMENT OF HORIZONTAL LOCATION OF EXISTING SEWER
CATRON DITCH STUB
CHANNEL STA 0+55.2 DRAWN BY:TBS
BAXTER a z LE. =4706.24
APARTMENTS I,o } CHECKED BY:RTK
DEVELOPMENT SSMH { a m �EEXISTING 8-SEWER MAIN
STA{+72.�8 9'%6'CONC. BOX
CULVERT rl
--- -- SEE DETAIL SHEET CD-1 TUBBED TO STA 0+55.29 EDGE OF 60' ---- — XISTMGSSMHRIGHT-OF-WAY _ - J `��y TA 0+6.32
PROP RTY 1/0' - PROPERTY
= BOUNDARY �OUNMZY -_- _ _ - , • EXISTING 8-
-_- - - - - __ _. SEWER MAIN /13 OO
ar - w
w
vw= 9tv
EDGE OF 60' -- --- _ - �BEGINNIN STATION 0+00
8 W
RIGHT-OF-WAY --�ti �_ _._—. _ ---+ -_— _._._._ - i«w-.+r OF TSCH.ACHE-LANE - -
w LF OF 8-SEWER SERVICE - -_-- �} SSLM/3 SMH 2 --__ IMPROVEMENTS STATIONING TS H A Iu
E LANE m12 50
STUB WITH 8-ENO CAP SSMH STA 3+53.80 STA 1+93.05 -
STA 5+36.61 OFFSET 40'L STA
I.E. = 4709,85 DETENTION SSMHO 2L
r/ a
BASIN SEE SHEET CST-1 �ll j—"�- --��\ 4.05'OFFSET
_ W
a z 1\
EXISTING STORM DRAIN O
12
CATCH INLETS O
NOTE:
PROVIDE SANITARY
MIN- SEPARATION WEST DRAINAGE CATRON DITCH CHANNEL FLOW LINE
BETWEEN SANITARY SEWER AND FUTURE TRIBUTARY
CAPE-ENTERPRISES MULTI-FAMILY AND 8-WATER MAIN CROSSING _
HOUSING DEVELOPMENT OPEN SPACE STA 2♦35.50L4 I -
CATRON DITCH r^5
0 0
Z
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PROPOSED FUTURE F-d bi
_ T 1 SCALE 0' SO' RNL
50 5
25 0' SO' 100' 150' 0 L1J w
4744.0 o O w Q
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--- - -- - -- OLD QO
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4735.0 _ _ _ NOTE: STATION 5+36.60 TO STATION 0+57.26 INSTALL �z a'— Q z
479.34 LINEAL FEET OF SANITARY SEWER 8 INCH - 473s.o !jo �w z Q
DIAMETER PVC PIPE (SDR35) w� �w Q �
z �z z O
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4730.0 Jw (n J�w 1 N V/
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4720.0 FINISH GRADE v W E- ra
N W II 720 a
4 .0
XI nNG GRADE +� +� rc
I I I�� i�rc iNrc
_ i -
- PROJECT No.STO 05-21
-- �\ f" ti ISSUE DATE a-}0-2006
4715.0
- ---. -- - - 4715.0 5
APPR XIMATE .0 BOX C VERT B4 Q ARROWHEAD SURVEYING,P.C.
L EL TO DETAIL ' Mums A.7shn,PIS
EXISTING RAVELS -2 pO B.A 3743
471 O.O 15' RCP STD�NW PIPE ATER 3 &zcman,Mori 59772
- -- - - --- ( ) 7 2220
SEE SHEET C$T-1 FOR -_. __ - -- - r rt. .- - --- - -- 2.9T ---
z STORMWATER'DRAINAGE G -- -
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w w PLAN = --�-
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4705.0 � `�+ �; �' �; B � - � IOLRiH � �so��==s. P..
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a ... •-_
4 0 2409 WEST MAIN, UITE 2
a m N ; o 4 , - o g BOZEMAN, MT 59718
i i38
CONNECT To PHONE 406-586-8407
HO IZ SCALE 1"r o MAIN7ING 8-SEWER 8 FAX 406 • 586 - 3745
4700.0 o zo' w' 120'
4700.0
N Wp u
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LINE TABLE CURVE TABLE C.0'S. 125� Wallac F. &
LINE LENGTH BEA9N§9'59'2
CURVE LENGTH RADIUS DETLA Carl H. Van ermolen Doreen J. Arneson
L1 15.04 Ct 37.45 250.00 4'
L2 94.92 C2 45.84 250.00 1 '74" }
L3 160.75 C3 29.75 150.00 11'1' "
0
L4 58.95 C4 29.75 150.00 11'1' n m o
az
L5 508.67 a z 0 O=
BAXTER L6 50.15
APARTMENTS m o a m
STANDARD CITY OF BOZEMAN [L CO MATCH EXISTING
DEVELOPMENT INTEGRAL CURB h GUTTER (TYP) PAVEMENT
STANDARD CITY OF BOZEMAN 36"STANDARD SEE DETAIL SHEET CD-1 STA 0+46.07
STORM -DRAIN INLET,STMLI 1 COB STANDARD NO. 02528-1
COB STANDARD NO. 5+93.01 ELV 4716.62
STA 5+93.00 8'GATE VALVE AND VALVE BOX REALIGNMENT Of
DRAWN BY:TBS
.�k j TBC ELV-4718.12 STA 5+29.42 OFFSET 11.0'R CATRON DITCH
0f mp TOP OF CRATE EDP ELEV 4715.78 FG ELV-4716,44 RIP RAP ROCK BANK CHANNEL CHECKED BY:RTK
I.E.OUT- 4713.1 STABILIZATION 9'X6'CONIC.BOX CULVERT
TCH EXISTING SEE DETAIL SHEET CD-1
END OF ROAD SUBGRADE PAVEMENT SSMH/4 DD 2
IMPROVEMENTS STA 10+31.59 5.0'CONCRETE STA 4+72.26 54'ROUND RCP CULVERT m a
STA 10+31.59 ELV 1717.75 SIDEWALK EDGE �• RIM ELV=4717.59 SSMH/3 OUTLET I.E.471}.}7
(TYP) EASEMENT STA 3+53.60 OUTLET STA 2+43.90
RIM ELV-4719.50 0l
5.5'BLVD _ J 54"ROUND RCP
(TYP) - -- CULVERT W/F.E.T.S. EDGE OF 60' < b
97.56 FT AT I.00% -EASEMENT o
PROPERTY
BOUNDARY - ------_- - -
H w
BEGINNING STATION 0+00EDGE OF 60' _ __ _ _ _ OF TSCHACHE LINEEASEMENT SMH�2 ---_ - - IMPROVEMENTS
MATCH E%ISTING PAVEMENT SMH 5 STA 1+93.05WITH 15:1 TAPER. USE RIM ELV={720. SSMH/1WHITEFLEXIBLE DELINEATORS STANDARD CITY OF BOZEMAN 36" STA 5+36 60 -TOINDICATE TAPERjT�
STANDARD STORM DRAIN INLET,STMH/1 RIM ELV=4716.63 STA 0+57.26COB STANDARD NO.02720-1 OFFSET 4.05'LRETENTION 54"RWND RGP.CUyyER�TRIM ELV:{717.27ENO OF CU STA5+93.00 BASIN SEE SHEET INTLET I.E. 4714.26 EXISTING STORM DRAIN
TBC ELV= 4716.20 CDR-1 LET STA 2+70.65 CATCH INLETS
STA 9+87. f-I it
TOP OF CRATE EOP ELLY 4715.80 -- �� o IE. OUT= 4713.28ENO OF SIOEWWEST DRAINAGE TRIBUTARY REMOVE EXISTING 5'SIDEWALK.STA 9+83. RE-ALIGNMENT WETLAND ENHANCEMENT FROM STA 0+10.00 TO END.
AREA TO BE REPLACED WITH 10'
1 WIDE SIDEWALK DURING STONE
OPEN SPACE RIDGE SQUARE IMPROVEMENTS. O
0
WEST DRAINAGE (n
TRIBUTARY CATRON DITCH \_, �p W
PROPOSED FUTURE Ct'1 Q
TRAIL Lli
4744.0 £ W
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4740.0
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HIGH PONE S,A:2.5000
M sTA,z.zeeo W W ~
M E1FV.4721.M /(�Z Z O
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HIGH POW FIFV- te.w
He1H POM1 VA-9 ee.1T 17z'po'ac Pv VA:DIM
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a.00 Y6 >U U Z
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- - - SUE DATE 4 3o-zoo
- l PROJECT No.STO 05-21
-- - - - ------ ^ .o' V._ ISSUE - 6
--- - -
4715.0
4715.0
CRETEX BOX C VERT 91QARROWHEAD SURVEYING.PC-
1 SEE DETAIL SM MATCH EXISTING 2 M.-,A 7W.,PLS
END OF EXISTING CENTER LINE OF PAVEMENT I c0-2 PAVEMENT . po Box3743
BA ER APARTMENT DEVELOPMENT A3 STA 4716.67 Bozeman,M87-2225977z
4710.0 FIELD VERI IED BY ARROWHEAD SURVEYING ELV 4716.62 4710.0 (aD6)sR7-zzzo
- -- - I STA 10+31,59 -- -_-- - - - -
I I
ELV 4717.75 Q
15"RCP ST MWATER DRAIN PI
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SEE SHEET DR-1 FOR STORMW TER
N INSU E WATER MAIN
4705.0 DRAINAGE
P g7.@6'_54 _R_.ND RCP UNDE 54" CULVERT ; 4705.0 o N,TSUITE 2
XLRIN tr
- - - -- - - - ----- CUL RT W/ F.E.T.S. T 0.913 BOZEMAN,
MAN YM
CROSS NG HOZEMAN, MT 59718
INLET STA 2+70.65 a PHONE 406-586.8407
INLET ELEV. 471426 FAX 406 586 -3745
OUTLET STA 2+4191) 2.1
OUTLET ELEV. 4713.37 11
4700.0 0
4700.0 ---
8CR- 1
p p
00 0 O+ O+ 0 O+ 00+ 0 8+ 0 0 0 0 0 0 0 0 0 O O� O 8 0
0 O O o o p
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C.0.S. 1256 Wallace F. &
Carl H. Vandermolen Doreen J. Arneson
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} EXISTING FIRE HYDRANT --
�K STA 10+15,45 EXCAVATE AND FIELD VERIFY VERTICALa m
W O
R Z ELEVATION AND HORIZONTAL LOCATION O PRE-TEST THE
EXCAVATE AND FIELD VERIFY VERTICAL 8'z8'z8'TEE,MJ 8"x6'z8'HYDRANT TEE,MJ E%ISTINC WATER UTILITY PRIOR TO EXSISTING
O STA 6+79.66 STA 5+61.23
ELEVATION AND HORIZONTAL LOCATION OF CONSTRUCTION. NOTIFY ENGINEER SECTION BEFORE
a m EXISTING WATER HORIZONTAL
UTILITY PRIOR TO STATION OFFSET I I-R 8'WATER SERVICE STUB WITH 8'v6'z8'TEE,MJ REALIGNMENT OF INSPECT h VERIFY LOCATION OF EXISTING
CONNECTING
STA 5+16.60 > CATRON DITCH WATER MAIN STUB. DRAWN BY:TBS
C INSPECT CTION. NOTIFY ENGINEER XI 8'END CAP W/TM ET 4 BLOCK CHANNEL INSTALL 11.25' BEN
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