HomeMy WebLinkAboutStadium Center Utility Improvements - Storm Drain MHy 2,(48"DIA.)STA 2+59.25 t
RIM 4913.78 _ - - - - __ _ - - - - - - - - _ _ _ -
` -INV.IN =4910.35 E
- - - _ _ _ - /., _ I INV.OUT=4910.19(
- _ �I �e FUTURE So. 11th AVENUE
(I TEL
OHE OHE TEL TEL
So. 11th AVENUE -
} �- --- --8"W-------8'w--- --T---12"W-------12"W`- ----1�W---- - tYw----
1t d D D
( I 3 h FUTURE RIGHT-OF-WAY LINE SIDEWALK
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1 I EASEMENT GENERAL NOTES
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bD,of 1
66 I{ I W �x 1. UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND ARE NOT TO
IBE CONSIDERED COPLETE.I I OF ALL BURIED UTIILITE PRI RE TO ACTOROTHE BEGINNING OF CONSTRUCTIONCATION
THE COTRACTOR SHALL PROTECT ALL EXISTING UTILITY LINES DURING
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I I IZ CONSTRUCTION. ALL UTILITY LINES DAMAGED DURING CONSTRUCTION
DETENTION BASIN OUTLET PIPES
I I ( �� /�/ I ACTIVITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE.
� \ I I I 2. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND THE
BASIN STORM DRAIN OUTLET OUTLET' OUTLET OUTLET I I i� �� /� �\ I I I MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, FOURTH EDITION, DATED
No. STATION PIPE olA. STRUCTURE DIA. SLOT vnonl STRUCTURE ELEv, I JANUARY, 1996. ADDENDUM No. 1, DATED JUNE, 1998. AND THE CITY OF BOZEMAN
I i I I MODIFICATIONS, DATED MAY, 1997, ADDENDUM No. 1, DATED FEBRUARY 28, 1998.
#2 0+87.8 12"PVC 24"RCP 2-0" 4907.72 I 1 - I " I I 3. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS
M3 0+83.9 12"PVC 24'RCP 2-7/8- 4908.46
y4 2+60 B" PVC 15"RCP 1-3/8' 49111.46 I i II �• �1J, � I I SHALL BE MADE WITHOUTBOZEMAN
THE PRIOR WRITTEN APPROVAL OF THE ENGINEER
(\/' AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT.
N6 2+80 8' PVC 15'RCP 1-1/2' 491248 \
p MH/4, 4+08 e' PVC u"RCP 1-1/2' 49,z.ee q 1�. I I I a 4. A PRECONSTRUCTION MEETING SHALL BE HELD PRIOR TO COMMENCEMENT
5 5+60 8' PVC 15"RCP t-1a 49,6.32 I I I I OF WORK. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER
rY8 MH{' /
WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT AND
$ I Z / RIM =4913.z0 --- MATERIALS TO BE USED ON THE PROJECT AT LEAST ONE WEEK PRIOR TO
•SEE SITE GRADING AND DRAINAGE PLAN FOR HEIGHT AND DETAIL OF OUTLET STRUCTURE. I I I I MHM 1,(72"DIA.),STA G+00( / I INV.IN = 4913.20(SW)
W/RING AND SLOTTED COVE I NV.IN = 4909.76(B'PVG) I I & THE PRECONSTRUCTION MEETING, INSTALLATION SHALL NOT BE
DETENTION BASIN OUTLET STRUCTURES AND PIPES TO BE INSTALLED WITH STORM DRAIN ;D 1 RIM -4909.54 / INV.OU7 =4908.0 (N) I 1 MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND
MAIN FOR DETENTION BASINS Nos. 2,3,4,6,7,AND B. INV.IN =4905.60 E W) I I MATERIALS BY THE ENGINEER.
F: INV,OUT- 4905.38 ';A-z`
CONNECT DETENTION BASIN OUTLET PIPES TO STORM DRAIN MAIN NTH I I - II , �/ �) y`' l s� I I I �B SNN�7 I I I;STA�ED CATCH BASIN, 5. THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT SHALL
FOWLER MANUFACTURING COMPANY INC."INSERTA TEE'. z w 4'RT-S A 8+1&92
F - o �\ )ETEN If ) C.O.B 48;COMBINATION BE NOTIFIED AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION.
24"OUTLET STRUCTURE FOR DETENTION BASINS p2 AND/3 TO HAVE OPEN I •U, I 1 BASIN/4 B.W, 1 I STORM DRAIN INLET(02721-2B) 6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION
TOP WITH IFCO 788 BEEHIVE GRATE. .�]! a I I I I GRATE EL =4915.83
t"• Y I II / / 5}A 8+14.92-INSIALIEO INV.OUT-4913.41 (W) OF THE CONTRACTOR.
d s (� STORM DRAIN LINE "A" _ - O _ 8'x2814'ARCH END INSTALL SILT FENCE.10'DIA,
I , - - -J ° I 1 I AROUND CATCH BASIN. 7. PROJECT BENCHMARK: NORTHWEST BONNET BOLT. FIRE HYDRANT 605 AT
En
'z I ----4+0 SS THE SOUTHWEST CORNER OF WEST KAGY BLVD. AND SOUTH 11th AVE.
1+00 2+00
_ 3 I ELEVATION = 4914.13 (PROJECT DATUM)
3+00 e,W
8. ALL CONSTRUCTION SHALL MEET APPLICABLE OSHA SAFETY STANDARDS.
- � I -� - _ o INSTALLED 18'x28Yr-ARCH RCP
�7 '\ \ I 9. THE CONTRACTOR SHALL OBTAIN STREET CUT PERMITS FOR ALL WORK DONE
'•"' F -\ �/��a�u 1 I WITHIN PUBLIC RIGHT-OF-WAY.
NSTALL 24'CLASS III w• I MH/ 6,(60'DIA.),STA 7+18.92
MHy 3,(BO'DIA.)).STA 0+48.83 - � DETENTION S I INSTALLED 14 LF,24-CLASS III RCP 10. THE CONTRACTOR SHALL REPAVE ALL AREAS OF EXISTING ASPHALT REMOVED
RIM =4904.74 a RCP(TYP.) \ \ I BASIN x AT 0.4%SOUTH AND PLUG
INV,IN = 4906.03{5) I z \ \ ,� I / �O �I MHM 5.(48'DIA.),STA 5+60.12 RIM =49n.24 DURING CONSTRUCTION ACTIVITIES, MATCH EXISTING PAVEMENT THICKNESS,
INV,OUI=4905.82(E) INV.IN =4912.90(E
L_ RIM 4915.96 INV.IN =4912.83(5 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY AND SAFELY FENCING
IN = 4917.u7 S (N))) ALL OPEN EXCAVATIONS. THE FENCING SHALL BE MAINTAINED BY THE CONTRACTOF
/ 1 INV.IN = 4912.57 8)'PVC) INV.OUT= 4912.87
U A.5• I„ INV.EL =4912.89
y. INV.OUT=4911.6E( L -
1 � -e•ss e"ss� 'SS
s
SCALE: 1"=50• 1� y}+� \ ;I Im I n I� FNE AS-BUILT DRAWING
OLERIM ELEVATIONS WILL CHANGE JUNE 1999
15 DJUSTED TO FINISHED STDETENTIOt
REET GRADE.
BASIN 0 _
N \ \ 16 Nm� qO,q
STORM DRAIN LINE B 3 STORM DRAIN LINE A
4920 <
mno, ao i a a.°iiY 1 IF 492c,
orioo _m 3 Src, ; InII 4
} u 1 1 vo mm� V� xm,� i +om EXISTING GROUND PROFILE
$ oo� 8 $g oga c-
i > o n 1& 4915 0 X 1 « PROPOSED FINISHED GRADE- 491`
< < nll
EXISTING 21'RCP ��_ N1 z� ��/^a !
2.27R ,59 L.F.24'CUSS III RCP O D.SOS 100 L.F.18'0?, A"Lq"11
3a gzz �- gzz �"&zZ _ '� GLP111 RCP O RCP 0491D .F.24' MIN. 4310
_ 15,2 SEPARATION
MIN. 259 L.F,27'CLA _-_ ( - � 359 L.F 24'CLASS III RCP O 0.5x_ MIN.SEPARATION SS III RCP - MIN. SEPAR,TION
15' O 1,7 � U SEPARATION eo M1905 1.5' w �u-w rs 4905
4•w 49 L.F. m
0
RC P O 0.517L CLASS III
III
"1 sY va I a mz I r
O yo unnu mi 4 ¢Jn
~X Vt
' 4900 2ii �m a��� <o 490C
AS-BUILT DRAWING V~U.
EXISTING GROUND ElEVAYlONS� STORM DRAIN INVERT ELEVATIONS
JUNE 1889
au�I: 489s
4895
M m;n rn V11p r`rnOm� rn-r o°ai rnallo°d' rnaonm� rna•Oat1 rna 1v` 1
a0 Ma 0�Ornan 0,emErnaO
rrn< aVmd) rnnxY aoNm hrn h a ro 0I InO NNn O No o ,rn rno 1O rn0 yO e0 O yO m morn am mWn mlrV`n;;io[I ht0
0
Nn�m
<
2+00 1+00M., 0+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
Rocky Mountain Engineers DESIGN BY: DATE: DRAWN BY: DATE: DRAWING SCALES:
i � R0.YH. •�* RHC 09/20/98 RHC/AOR 10/07/98 PLAN VFW: HORIZONTAL: 1" = 50' �4LQD�C�J,C'�.11 C�CG:I4CG3 M40d[l4�'lG30�/CG�C14� �����
BNTER Tee_ REVISIONS: DATE: CHECKED BY: DATE:
CONTOUR INTERVAL: 1'
to-
5653 ES C.O.B. Redline 02/12/99
Civil Engineering & Land Surveying '. , r ;s+ AS-BUILT 06/10/99 PROFILE VIEW: HORIZONTAL: 1" = 50'
1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 .:,TKO T��11L` DRAWING FILENAME: /787WATER.DWG 07/20/99 VERTICAL: 1" = 5' -
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