HomeMy WebLinkAboutCattail Creek Lot 1, Block 5 Improvements CATTAIL CREEK LOT 19 BLOCK 5 IMPROVEMENTS
SANITARY SEWER AND
WATER
Ih''-p III,�,�--Q'p' I�\�//SIT'' ���'Y ���V OWNER: MIKE COOPER
V V A JL Il R MAIN l� XT li NTION 406 80-67PATTER 0 RD
BOZEMAN, MT 59718
a06-580-6790
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ENGINEER: ALLIED ENGINEERING SERVICES INC. [�
32 DISCOVERY DRIVE z
BOZEMAN, MT 59718 v; w
VICINITY MAP 406-582-0221 v w
CONDO DRAFTER: IMPACT DRAFTING & DESIGN, INC.
STONERIDGE PROFESSIONAL PLAZA
2135 CHARLOTTE, SUITE 3D
OZEMAN, MT
LOCATED IN THE NW 1/4, SEC 35, TIS, I�5E, P,IY .M. 406-522-3829718
CITY OF BOZ EMAN, GA][. LATIN COUNTY, I ONTANA
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SHEET INDEX
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SHEET NO. DESCRIPTION O z
G1 COVER V Q
C1 SEWER PLAN AND PROFILE W Q
C2 WATER PLAN AND PROFILE 0
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AS JD LT
SHEET LOCATION MAP
0
Checked by: Deanna Gebhard, El
ARROW BOLT ON HYDRANT #728
ELEV. = 4688.34
Signature: .................................................. Date .:�5/�5 ... \ A� CITY OF BOZEMAN DATUM
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QA/QC Approval: Scott R. Smith, PE
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Signature Date .:: ��s -�
0 l000 z000 3000 9 ............. ;.......�...... ... ?.
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SCALE: 1 INCH =1000 FEET iq
LEGEND
SMITH NEW FIRE HYDRANT
NO.12593 BE
INDEX CONTOUR - EG ►1 WATER VALVE •, .� _/ ARROW BOLT V SEWER MAIN
CONTOUR MINOR - EG 1' INTERVALS - s•. ��?; ELEV. = 4690. \ %rSHEET C1
( ) - FIRE HYDRANT - EXISTING •,"3i0 'E��o CITY OF BOZEMAN DATUM
` \
PROPERTY LINE FIRE HYDRANT - PROPOSED
FENCE - EXISTING • CURB STOP \
-�- SEWER MAIN �' WATER FIXTURE - BEND GENERAL NOTES: \
SEWER MAIN - EXISTING PLI WATER FIXTURE - TEE 1. PROJECT BENCHMARK. PROJECT BENCHMARK IS THE ARROW BOLT ON A FIRE HYDRANT LOCATED ON THE CORNER OF
SEWER SERVIC b WATER FIXTURE - REDUCER NORTH 27TH AVENUE AND CATTAIL ST. ELEVATION = 4693.20, CITY DATUM. \
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SEWER SERVICE - EXISTING • FOUND MONUMENT AS NOTED 2. ALL DIMENSIONS SHOWN ARE IN DECIMAL FEET.
-� WATER MAIN O SET MONUMENT WATER MAIN_\
WATER MAIN - EXISTING ® CONTROL POINT SHEET C2
WATER SERVICE POWER POLE \ -
- WATER SERVICE - EXISTING STREET SIGN \
OVERHEAD POWER - EXISTING BOLLARD wim Civil Engineering 32 DISCOVERY DRIVE \ _ - o
UNDERGROUND GAS - EXISTING ® SEWER MANHOLE71/j \
UNDERGROUND PHONE - EXISTING
SEWER CLEANOUT Land Surveying BOZEMAN,MT 59718
UNDERGROUND ELECTRIC - EXISTING # LIGHT POLE PHONE(406)582-0221 BENCHMARK
ALLIED Geotechnical Engineering ARROW BOLT ON HYDRANT #549�
--- ROAD CENTERLINE ELECTRICAL PEDESTAL FAX(406)582-5770 ELEV. = 4693.20'
ELECTRICAL METER ENGINEERING Structural Engineering CITY OF BOZEMAN DATUM
TOP BACK OF CURB
0
EDGE OF PAVEMENT TELEPHONE PEDESTAL SERVICES, INC.
CONCRETE SIDEWALK GAS METER
0 50 100 150
ROAD CENTERLINE - EXISTING GAS VALVE
TOP BACK OF CURB - EXISTING GUY ANCHOR PROJECT MANAGER: SCOTT R. SMITH,PE SCALE: 1 INCH = 50 FEET
EDGE OF PAVEMENT - EXISTING -4770 INDEX CONTOUR - FG DESIGN ENGINEER: DEANNA GEBHARD,El
CONCRETE SIDEWALK - EXISTING 4771 CONTOUR MINOR - FG (1' INTERVALS) GEOTECHNICAL ENGINEER: LEE EVANS,PE
EASEMENT LINE LAND SURVEYOR: KYLE THOMPSON PLS
- — - BUILDING SETBACK LINE ' OVERALL SHEET 1 OF 3
COVER SHEET
NORTH 27TH AVENUE 65'R.O.W. EXISTING 48" MH 12" DI CLASS 51 EXISTING 8" PVC
RIM = 4687.84 WATER MAIN CROSSING
rIE O = 4676 IE OUT = 4678.39
5 STA. 2+72 SEWER CLEANOUT
EXISTING B" SDR 35 PVC SEWER MAIN
IJ HE OUT = 4676.40
FLOW FLOW
3.41 -
EXISTING 12" DI CLASS 51 WATER MAIN
3I 7
o #7
MH #5
Z - - - _ 48" PRECAST CONCRETE
10' CENTER OF MAIN TO
ANHOLE WITH DOGHOUSE STYLE BASE.
-
C a EDGE OF EASEMENT (TYP.)� +II \
4" SDR 35 PVC SS SVC
WITH END CAP. 4" SDR 35 PVC SS SV �Z
12 LF WITH END CAP.
a COB 48" MH�061
8 LF
SOPE --4*(2.2R) SLOPE 2 4%i 2.3R �P
,Q STA. 0+ TA. 0+13 STA. 0+82 ( ) / O
�ISEI
O END CAP = 4682.69 '� 0
0 b IE O END CAP = 41 1.8 J�4� 48" MH �14 COB
fz1 1' K' / STA. 2+23 ohms
COPPER WS 30' WIDE
pa n (TYP. OF 5) �OTI(ITY EASEMENT / /
-
8" S R 35 PVC S WER MAIN / 4" SDR 35 PVC SS SVC
ROAD CENTERLINE .--, O� WITH END CAP.
28 LF
o -ASTMM D-30 4 FLOW g f SLOPE 2 4%(2.8R)
STA. 1+89
" DI CLASS 51 WATER MAIN IE O END CAP = 4680.86
48" MH #2 COB 48" MH 3 COB JR1
STA. 1+15 oh STA. 1+68 onms /r
ms `
4" SDR 35 PVC SS SVC PVC OPQ- QP
4" SDR 35 PVC SS SVC I ,. j __] 0
NTH END CAP. r WITH END CAR' 10. c�� ' /00 J0
25 LF
`I 27 %) HORIZONTAL SEPARATI
SLOPE D-4%(0+17 1 SLOPES-49f(0+96 EDGE TO EDGE
STA. 0+17
IE 0 END CAP = 4683.15 IE 0 END CAP = 4682.79 0 Q�
PLAN VIEW-SEWER MAIN
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a o a ^m a a ^^ a EXISTING UTILITIES
II n d II o,o a II mN v II a<II STA. 2+46.5 - 3 PHONE LINES
ads �noi II r No II Loci II A
II II STA. 2+45 - 2 EL EC. CONDUITS
omp am p �rn rim p STA. 2+43.5 - 4" GAS LINE
�p0 •-az 0 nmaz 0aaz p=Oti + =+ F =N H FH
I K II II K K II K C 0:
<co,E9 < �? ? �vl&? 9 avl&Z z N&z z_z_
4700.0 4700.0
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4695.0 EXISTING S 4695.0
FINISHED PAVED GROUNDII o ELEC.
PRIVATE DRIVE 1
4690.0 I 4690.0
4685.0 4685.0- 49.70 LFOF 8"
OF 8" SDR 35 PVC 50.29 LF OF 8^ -
SLOPE - SDR 35 PVC SDR 35 PVC + 4680.0
4680.0 - i?$�r:47. SLOPESLOPE
.736% 1.9 $4675.0 9. 4675.0 _
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PROFILE VIEW- SEWER MAIN
NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE PROJECT #: 04-010 SHEET
1 REVISED SEWER ALIGNMENT DEG 05/04/04 0 30 0 10 LOT ��
COOPER CONDOS - CC PH I LOT FLOCK 5 L� Civil Engineering 32 DISCOVERY DRIVE DATE: 2/3/05 C1 2
2 AS-BUILT JLD OB 05 04 * scso"TMn * BOZEMAN,MT 59718 AB-S-COOPER OF
1 INCH = 30 FEET 1 INCH = 10 FEET �o,isws ve SEWER PLAN AND PROFILE Land Surveying PHONE(406)BOZEMAN,M829718 OVERALL SHEET 2 OF 3
PROJECT ENGINEER:SRS DRAWN BY: DEG r^sso ALLIED Geotechnical Engineering FAX(406)582-5770
BOZEMAN,MONTANA ENGINEERING COOPER LOT I
DESIGNED BY: DEG REVIEWED BY: SRS 8ERVIOE8.���- SEWER PLAN AND PROFILE
48" ECCENTRIC
SEWER MANHOLE
NORTH 27TH AVENUE(65'R.O.W.) (TYP. of 5)
EXISTING 8" SDR 35 PVC SEWER MAIN
EXISTING 12" DI CLASS 51 WATER MAIN
3 3.44
12" X 8" DI TAPPING TEE, MJ X FL
z 3 0 STA. 3+13 O
a _ CONCRETE THRUST BLOCK
_ D�PING VALVE, FL X MJ
¢ __ _ _ __ _ _ _ STA. 3+12
O a CONCRETE THRUST BLOCK
IY. 3 EXISTING 3/4" TYPE K COPPER WS / J -8" DI 11.25'& 22.5'BENDS, M
�n REMOVED AND PLUGGED / STA. 2+61- \ \
C 1.5" TYPE K
v COPPER WS 1.5" TYPE K
a COPPER WS HORIZONTAL SEPARATION
5
20.9 LF 4}.+tF CURB STOP STA. 0+99 '� �-
TYP. OF 5 EDGE TO EDGE
3 o 8" X 6" DI TEE, MJ ( ) 19.0 LF ' � 10' CENTER OF MAIN TO 0
WITH END PLUG TO NW `�
/ EDGE OF EASEMENT(TYP.)
�+ STA. 0+00
rW.I F THRUST BLOCK /
� BEHIND END CAP 1 /
a x AND BEHIND TEE -- _ / s ?
w -1-
1.5" TYPE K
o _ - - -- - / / COPPER WS, ,
CCC`���---��� 8" SDR 35 PV WE MAIN s / STA. 2+30
ROAD CENTERLINE I o+ s C SES ✓ 17.3 LF
8"DI ASS 51 TER MAIN I /
AWW CIS, 8" DI 11.25' & 22.5'BENDS, MJ
00 1 STA. 2+00 i
FIRE HYDRANT ASSEMBLY I FIELD LOCK GASKET USED
COB WITH MEGALUGS J I`
men+ BURYLINE L V = 46 . 3 ' WIDE
o ARROW BOLT ELEV = 469090.93 93 i UTILITY EASEMENT 8" 11.25'& 22.5'BENDS, MJ
7.5' BURY - T�rSTA.
1+40
STA.
1.5" TYPE K 4" SDR 35 PVC f 1.5" TYPE K , L 4" SDR 35 PVC �J` 00-
COPPER WS SEWER SERVICE J J pQ' �G
STA. 0+10 COPPER WSJ SS SVC CROSSING
(TYP. OF 5) STA. 1+13 (TYP. OF 3) OJT J0�'
14.3 LF 16.5 LF
/�
BUILDING SETBACK Q4'
LINE(TYP.)
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PLAN VIEW-WATER MAIN
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w z z z x w N
n n cn Z <
'noa ?°f. ° o
+� II `v_+� `vNr m+n �+II EXISTING UTILITIES
STA. 2+83 - 3 PHONE LINES
xQ o� oaf o< oQ " STA. 2+82 - 2 ELEC. CONDUITS
z mNz �Nz aov�iz �Nz N z STA. 2+81 - 4" GAS LINE
4700.0 4700.0
FINISHED PAVED RIGID BOARD EXISTIN
4695.0 PRIVATE DRIVE INSULATION 4" THICK,_ UTILITIES-
4' WIDE, STA. 2+69 AS & ELEC. 4695.0
4" SDR 35 PVC SANITARY EXISTING NOTE:
SEWER SERVICE CROSSING GROUND TO 3+09 SLOPE = 2.200% STA. 3+12 TO 2+97
4690.0 4690.0 SLOPE = 0.000%STA. 2+97 TO 2+79
SLOPE = 1.111%STA. 2+79 TO 2+61
-- - -- - - - - SLOPE = 0,555% STA. 2+61 TO 2+43
4685.0 4685.0
• 313.4 LF OF 8" DI CLASS 51 WATER MAIN
4680.0 2 Do AWWA C151 4600.0
SLOPE = 0.000% STA. 0+00 TO 2+43 4" SDR 35 PVC SANITARY
•�4" SDR 35 PVC SANITARY ;
4675.0 SEWER SERVICE CROSSING SEWER SERVICE CROSSING 4675.0
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+ + + + + + + +
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PROFILE VIEW-WATER MAIN
NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE PROJECT �!: 04-010
1 REVISED WATER ALIGNMENT DLG 05/04/04 0 330 D 10 COOPER CONDOS - CC PH I LOT 19 BLOCK 5 SHEET
/� Civil Engineering 32 DISCOVERY DRIVE DATE: 2/3/OS A
2 AS-BUILT JLD 08 06 04 score a C2
- L BOZEMAN,MT 59718 AB-W-COOPER.DWG OF
1 INCH = 30 FEET 1 INCH = 10 FEET ° WATER PLAN AND PROFILE Land Surveying
" 3" ALLIED FAXPHONE40)582-57 ozzl OVERALL SHEET 3 OF 3
PROJECT ENGINEER:SRS DRAWN BY: DLG Geotechnical Engineering FAX(406)582.5770
BOZEMAN,MONTANA ENGINEERING COOPER LOT 1
DESIGNED BY: DLG REVIEWED BY: SRS VICEB.INC WATER PLAN AND PROFILE