HomeMy WebLinkAboutFerguson Ave LEGEND
$S EXISTING SANITARY SEWER MANHOLE 7 DCn
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EXISTING SANITARY SEWER LINE N ao ^ 9*18 S o
O /"T y9� EC/STfR
EXISTING WATER MAIN
Scale In Feet in
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30 0 30
cns— EXISTING GAS LINE O Z S
rr 9 0 9 V �• Sheet I of I
-i EXISTING HYDRANT Scale In Meters 3 A I 01
EXISTING WATER VALVE j _-' N�a _ v 1
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.64.5 EXISTING SPOT ELEVATION r g -_ _ _ 152.34 m m
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de4.5) PROPOSED SPOT ELEVATION r01
PROPERTY LINE Public Street and Utility Easement y-F mLL
- ADJOINING PROPERTY LINE U1 per Doc. No. 2103144 C f 3
- EASEMENT LINE o y— --1a'o I m „ „
YARD SETBACK LINE o�N EDGE OF 'PAVE T �� L _ $ qy
n V !J _�f - O a
PROPOSED CURB D f e r us o A v nU to S s A m-";
c)o� 24.5' DFlVlNG/BIKE/PAf 1NG NE
PROPOSED SWALE/RETENTION POND CONTOUR Z r-I 1� �-'_ (COLL TOR �, I "' g
O 0 1 _ �J W
M o I h IKE LANE SIGN 5' B LEVA R LOU) A > Ln z B s
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3" ASPHALT PAVEMENT o o _ _ — __ Li 51.72 01'12'2
6 ROAD MIX SIDEWALK T p�
12 OF 6 MINU i ENRON "
10, 5' 8' 0.5' 15' xL_D .0 �� W
DRIVING BIKE PARKING BLVD o i �� T C EE1 EI74_9
V CENTERLINE STRIPE - - 1' 00
45.5 i MA H EXIST.T/ =9 78
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CROSS SECTION l� "�d �5;'/ �` y°> lim m wa
SCALE: NTs -1;h = U
of n Ir o 0
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INSTALL 36" STANDARD STORM DRAIN INLET % - 0,o
PER C.O.B. STD. DWG NO. 02720-1
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�, I r \\\\ C`�y\O �/� �� pis .:.::•N.•, .,,': � � ` �- n
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35 LF OF 12" SCH 40 PVC (9 0.86% _
FL BOT. ELEV=93.5 Q�G'�\O G. P93.7 G'�
FL=94.0 �0
1 J
STORM PROFILE
SCALE: NTS 00^� 00� /�O �x�G
O
ci
BENCHMARK
TOP NUT OF HYDRANT AT NE CORNER OF INTERSECTION OF GALLATIN GREEN
BOULEVARD AND BAXTER LANE.
ELEVATION = 4703.50 FEET (CITY OF BOZEMAN DATUM)
4700 -
STORM WATER CALCULATIONS
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24.5x275xO.068xO.90=412.3 CU FT Z M
PROVIDE POND 16'xl6'xl' DEEP J -1.18%
VOLUME=416 CU FT
4695 O O
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GENERAL NOTES '^
i. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS, VJ
MPWSS 5TH EDITION, MARCH 2O03, AND THE CITY OF BOZEMAN MODIFICATIONS
TO MPWSS 5TH EDITION, DATED JANUARY 2004 DA1V 6'LEV
-F9(3 00
2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS
SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER CD r- OO
AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT. Q GO 001 00 r- r�
PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT Q CD
TO THE ENGINEER, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC.,
FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. d'I,
INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL
OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. _ Drawing Date: 1�27�06
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES 0+00 1+00 2+00 3+00
PRIOR TO THE BEGINNING OF CONSTRUCTION,
5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN FERGUSON AVENUE CENTERLINE PROFILE
AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. ���■O
G. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION
OF THE CONTRACTOR. SCALE: 1"=30' NOTE: TOP OF CURB IS 0.28' BELOW � OF FINISHED GRADE ASS—BUIIT
7. TRENCH BACKFILL SHALL BE TYPE A. 02/28/07
H. USE TYPE 1 BEDDING UNLESS DIRECTED OTHERWISE BY THE ENGINEER.
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