HomeMy WebLinkAboutJ&D Family Subdivision Phase 2 - Storm Water Improvements PHASE 2 OF THE J&D FAMILY
PREPARED FOR: J&D FAMILY LIMITED PARTNERSHIP
SUBDIVISION
STORM WATER IMPROVEMENTS PREPARED BY: NESIS
4iNNGINEERING,INC
BOZEMAN, MONTANA -N'IT. I
PLAN INDEX
RECORD DRAWINGS SH1-1 EET COVER SHEET T&ONOTES
DRAWN BY JEREMY MAY,PE ST-1 STORM PLAN &PROFILE
12-06-17
ST-2 STORM DETAILS
VICINITY MAP
Alexander St GENERAL NOTES
Sprlinghil1 1. ALL CONSTRUCTION WORK ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, SIXTH EDITION, 2010 MPWSS
AND 2011 CITY OF BOZEMAN MODIFICATIONS TO MEW INCLUDING ALL ADDENDUMS.
Presbyterian Church 2. MAINTAIN 18" (VERT.) SEPARATION BETWEEN ALL WATER MAIN AND ALL SEWER MAIN.
3. THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION, AS DETERMINED BY OWNER AND THE
W Babcock St W Babcock St ENGINEER.
4. THE LOCATION, DEPTH AND SIZE OF EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXISTENCE, LOCATION, DEPTH,
SIZE, LINE AND GRADE OF EXISTING UTILITIES CONNECTIONS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING
O C7 N FACILITIES DUE TO FAILURE TO LOCATE OR PROVIDE PROPER PROTECTION WHEN LOCATION IS KNOWN.
Dragon Fly St 0 5. A LIST OF REPRESENTATIVES TO CONTACT FOR INFORMATION REGARDING FACILITIES IS AS FOLLOWS:
P" 1 PROJECT AREA O MONTANA ONE CALL SYSTEM 1-800-424-5555
('� Q NORTHWESTERN ENERGY 1-406-582-4608
CHARTER COMMUNICATIONS 1-406-570-0935
--� 0 CENTURY LINK 1-406-585-2340
0 CITY OF BOZEMAN WATER DEPARTMENT 1-406-582-3200
O Q �' 6. THE CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES
DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR OR ANY SUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. THIS WORK SHALL BE
ro O ; INCIDENTAL TO THE PROJECT, SEPARATE PAYMENT WILL NOT BE MADE.
Q 7. ALL BACKFILL FOR UTILITY TRENCHES SHALL BE TYPE "A", UTILIZING TYPE 1 BEDDING FROM 4" BELOW TO 6" ABOVE PER DETAIL 02221-1 UNLESS DIRECTED OTHERWISE BY
G ENGINEER. THE COST OF THIS BEDDING SHALL BE INCLUDED IN THE UNIT PRICE BID FOR WATER, STORM, AND SEWER MAIN.
1 8. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST AND EROSION DURING CONSTRUCTION AT HIS OR HER EXPENSE. STREETS SHALL BE WATERED TO CONTROL DUST
WHEN ORDERED BY THE ENGINEER. EROSION SHALL BE CONTROLLED IN ACCORDANCE WITH THE SWEEP PERMIT.
CA j 9. ALL PROFILES REPRESENT EXISTING GROUND (DASHED LINE) AND FINISHED ASPHALT (SOLID LINE) ALONG THE ALIGNMENTS INDICATED ON THE PLANS. ELEVATIONS ARE
ET I FINISHED ASPHALT ELEVATIONS UNLESS OTHERWISE NOTED AS TBC ELEVATIONS.
Billion Used Car Sales 10. ALL DISTURBED AREAS SHALL BE SEEDED BY THE CONTRACTOR IN ACCORDANCE WITH SWPPP PERMIT.
11. ACCESS FOR OTHER CONTRACTORS WORKING ON THE SITE AND EMERGENCY VEHICLES SHALL BE PRESERVED AT ALL TIMES IN ACCORDANCE WITH THE CONCURRENT
Y CONSTRUCTION PLAN PROVIDED IN THE PROJECT MANUAL.
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF UTILITY(PHONE/POWER) INSTALLATION WITH LOCAL UTILITY COMPANIES.
Fallon St Fallon St 13. THE CONTRACTOR SHALL NOTIFY ONE CALL 0 1-800-424-5555 FOR ONSITE UTILITY LOCATION. ALL EXISTING UTILITIES SHALL BE MARKED BEFORE DIGGING.
14. THE CONTRACTOR SHALL MAINTAIN SERVICE OF ALL EXISTING UTILITIES. IF SAID SERVICE IS DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY REPAIR THE DAMAGE AT THE
Eco Joe Splash N Go ; CONTRACTOR'S EXPENSE.
Cottonwood 1 15. THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES, EDGE OF MANHOLE TO EDGE OF MANHOLE (DISPLAYED LF-4'). THE DISPLAYED PIPE LF IS FOR
1 ESTIMATING PIPE PAY QUANTITIES, CENTER OF MANHOLE TO CENTER OF MANHOLE. SEE MEASUREMENT AND PAYMENT IN THE SPECIFICATIONS.
I+ ��'0s Veterinary Hospital 16. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS.
1 J'' 17. THE CONTRACTOR SHALL NOTIFY THE CITY OF BOZEMAN WATER DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO BEGINNING ANY WORK.
1 C O Billion Auto Group 18. VALVES WHICH CONTROL THE C.O.B.'S WATER SUPPLY SHALL BE OPERATED BY C.O.B. PERSONNEL ONLY.
0 �
REVISIONS A/yq PHASE 2-J&D FAMILY SUBDIVISION 1134.002
VERIFYSCALE - NT DRAWN BY:JRM PROJECT NUMBER
THESE PRINTS MAYBE
NO. DESCRIPTION DATE BY a° CHK'D.BY:CMW
REDUCED.ONEINLINE INCH
1 RECORD DRAWINGS 12-06-17 JRM
MEASURES ONE INCH ON
ORIGINAL DRAWING. NESISEngineering JEREMY APPR.BY: STORM WATER IMPROVEMENTS SHEET NUMBER
204 N.11th Ave. y��1 JRM BOZEMAN MT
Consulting Bozeman,MT 59715 p R.MAY DATE:05/2017 DRAWING NUMBER
Design Phone: 406 581-3319 'n 17578 PE
MODIFY SCALE ACCORDINGLY mm[[ NGINEERING, INC Planning ) (nsF �p � BY.
REVIEW COVER SHEET&GENERAL NOTES I_1
'IIILB {M ANLW.SWN1Yr4 yORW{L79LI{�COPYRIGHT®GENEGIS ENGINEERING,INC.201] S GNAL DATE:
H:\1134\002\ACAD\SHEETSWSBUILTS\STORM-cover sheets.dwg Plotted by Christopher wasia on 12/5I2017 3:21 PM J �O
MATCH EXISTING SECTION SAWCUT ASPHALT
12"MIN FROM EDGE
TRENCH
GEO-GRID OR ENGINEER
3"ASPHALT APPROVED EQUAL
6"BASE COURSE OVERLAPPED 18"MIN ON
STORM POND - DETENTION - EXISTING
OVERFLOW LEVEL = 4781.75'
BOTTOM OF POND = 4780.25'
REQUIRED STORAGE = 20,800 CIF
O O O
o O
EXISTING SIZE = 23,000 CIF
PROPOSED STORAGE = 23,000 CIF II
4:1 MAX SIDE SLOPES Q -'II=III=III=III III-III=III 11=III=III-IIL-
q =1 I-III=1 =1 I�I1=1I1=1 H I1=1'"
__________ ___ II // EXISTING BOON NON-WOGEOGR,VEN
`-1 -III I1=1I1=1 I�I1=1I1=
w--- ---==aw---_�,wa,w a.w =------------ ---------- $-----_--__---_--__- _ B ON NON-WOVEN III-I = � =III III
w a.w w�Exw a.w II E.w Ex SEPARATION FABRIC - III=III=
EXISTING OUTLET ss WEST BABCOCK STREET
EXISTING "' _ ss ss -
STRUCTURE,WIDEN ss INSTALL STORM ss ss _ _
WIDE WEIR TO DETENTION POND a ~��� �s _� \ INSTALL 190.T OF 11" ss— - � I =-I I I
MANHOLE#1 INSTA P73:0`OE24" A-2000 PIPE,5=0.50% - - - - - - -]ll l= = =�_��
�.z4•�M ____ ��ey _ _ _ _ _ __ _ ___ -III-IT_I -III=I I-I I I-III-III-III-III-I I-
-aFI6TAtL�S�}DF24� .� / INSTAI,k 2378`O 8" EXISTING CULVERT FROM EXISTING OUTLET'-'- EXISTING INLE /
— — — x / — BE7CBRJDONED/CAPPED— I //
A-2000 PIPE.5=0.20% r -- - -- �H�=y,L��- lT�-�T
_ IN 0 PIPE,'0 6% £OLD ABANDONED DITCH,TO II STRUC URE,TO BE I z \
yoQ L \\ I PROPOSED 24"STORM PIPE
ARMOR THw _ —
-_ COBBLE,6'X6'PAD -0I -- _ r---, _
--- --- - — —� — I— = '� / —
_�----_SETBACKS--�_---- _ ----o-__�---__--o--/ \ II STALL¢�.9 STREET CUT DETAIL
/ Ili I // C 1 -2000 PIWE.
Y // INSTALL STORM INSTALL STORM / INS ALL STORM 1 /
_ INLET#3 \\ -_-_ T I
I / Ir1ANHOLE- MANHO #4 I II
FUTURE CURB INLETS \ Odl I III II
\\ il+ NSTALI,I37. OF 8" II
k /Y EXISTING DETENTION A-2000 PIPE S-1 10%
ESTIMATED E WIDE STREET CUT, _ -I'' \
j/ \ REMOVE&REPLACE 4'SIDEWALK, ___-' -�� � � I 5.4" 0.45'
POND TO BE FILLED I ( )
_----_ / 1 _ / I STALLSTOM II
\ / -__ i / I \ I I CURB,AND ROAD SECTION PER DETAILS / \ \
MANHOLE#5,y
� m I\ may/ / Te EXISTINGI LE 2„
y III / \ EXISTING To' 'l II III N 1 a
' A-2000 PIPE 4^ TOPSOILe F�,R
xesl (TYP.) _ 4.R 5�.
04
y12" ° ° A
I�� I EXISTING STORM EASEMENT \ / I (RA HIC SCALE �// ft o
I�s2 ' \� // III O II t Ilw 50I 0 25 50 Q6�5„
IM
C •____ I �I II W 9.. \ a.ad. a .
II III (IN FEET) a
yl O II I I II \
III / I --- I Ij a jll /^\ I I1I O II II 11 a h= 50
17":1"=100 It O O O O O O O O O O O O O O O O
CRUSHED GRAVEL 0000000000000000000000000000000
BASE- 3'MIN. 0000000'00000000000000000000000
STORM MAIN SUB-BASE COURSE
SCALE AS REQUIRED
TYPE A TRENCH BACKFILL VERT:1"=5' V A A A A A A A A A A A V A A A A
TYPE 1 BEDDING HORIZ:1
11 X17 SCALE
NN M VERT:,"=10' COMPACTED SUBGRADE
m ol m HORIZ:1"=100'
4790 n I 3/4..
OC n ~^ EXISTI G 780 t s 115" SLOPE 12"PER I
'n ~ _ CONCE TUAL M w O? N w p Z S f3I4"PER 1 Ft�
LOPE 'SLOPE y
o O + FINISHED G E, a p » EXISTING GRADE y w o? o » A-2000 IRE s
O? - w o z BACKFILL WITH -- ABOVE PIPE a o E --
<o m ros> > MINIMUM I'OFC VER --
w -
-,STING 8 DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB
OUTLET INV-4780.IF �. INSTALL 37 5' OF NOTES:
ARMOR WITH 6" 18'A2000 0 1.10% 1. Subgrade or base course compaction shall conform to section 02230 M.P.W. Secs., 1996 ed.
COBBLE,6'X6'PAD INS ALL 190.3' OF INSTALL 52.9' F ( P )
18' A2494®0.50, 18"h4BB9® .50% 2. Contraction joints shall be placed at 10' intervals and shall have a minimum depth of 3/4"
INSTALL 237.6'OF HP PIPE HP PIPE and minimum width of 1/8".
4780 INSTALL 83.'of 3. 1/2" expansion joint material shall be placed at all P.C.s, P.T.s, curb returns and at not more
INSTALL 45.9'OF HP IPE than 300' intervals. The expansion material shall extend through the full depth of the curb
2"APe9B 0 0.2 y 24"*2BBB 11 0.209< P 9 P
HP PIP and gutter.
HP PIPE 4. No curb and gutter shall be placed without a final form inspection by the City Engineer or his
representative.
5. Concrete shall be Class M-4000. 6. Crushed gravel base shall meet the requirements of
Section 02235 (MPW SPECS, 2003 ed.) For curb and gutter replacement projects, washed rack
may be used for the gravel base.
CITY OF BOZEMAN SCALE: INTEGRAL CONCRETE NO. 02528-1
STANDARD DRAWING NONE CURB & GUTTER Revised
4770 Mar. 2006
N V N N
O M O O O fh C O fh N IC
V V V O > > V > > > > > > >
4"OF M-4000 CONCRETE
P.
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
RECORD DRAWINGS
NATIVE SUBGRADE 3"MIN.OF 1.5"MINUS
DRAWN BY JEREMY MAY, PE COMPACTED TO 95%OF MDD WASHED ROCK
12-06-17 SIDEWALK DETAIL
VERIFYSCALE REVISIONS " DRAWN BY:JRM PROJECT NUMBER
THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHK'D.BY:CMW J&D FAMILY SUBDIVISION,PHASE 2 1134.002
REDUCED.LINE BELOW
HO 1 RECORD DRAWINGS 12-06-17 JRM STORM IMPROVEMENTS SHEET NUMBER
MEASURES ONE INCH ON
ORIGINAL DRAWING. IL 1F el Engineering a R.MAY APPD BY:JRM BOZEMAN MT
Consulting 204 N.11th Ave. T RY
Bozeman,MT 59715 a 17579 PE DATE:05/2017 DRAWING NUMBER
/► Design Phone:(406)581-3319
MODIFYSCALEACCORDINGLV NGINEERING, INC Planning �S�R ST6BD.A.REVIEW STORM PLAN&PROFILE ST-1
9 Y 7fie Be innin 0 a vew s'tandar4 ommitment COPYRIGHT®GENESIS ENGINEERING,INC.2017 S �/AL
H:\1134\002WCAD\SHEETS\ASBUILTS\STORM.dw Plotted b chris[opher wasia on 12/5/2017 3:09 PM �111A1. DATE:
m
18"PIPE
f 18"PIPE
24"PIPE 24"PIPE 18"PIPE 18"PIPE 173.5"
�QE
01 86.5" 9
93.5 95.4" m m
m
- 150.1"
SDMH #1 SDMH #2 SDMH #3 SDMH#4 SDMH#5
60" MANHOLE 60" MANHOLE 36" LOW PRO INLET 48"MANHOLE 48" MANHOLE
NOTES:
1.STORM MANHOLES TO HAVE CITY Standard costing&cover Frame and cover to be either Dp&L A-1172 ring with A-1178 Cover,
STANDARD FRAME&COVER MARKED"STORM Co�ers3:nil have two res c`kp�O1eea egaal.
DRAIN'AND CONTAIN THE CITY OF BOZEMAN —
/,,—Flal slab=aver
LOGO. Adj`tob�,
2"mi 12"
n �ax NOTE: All joints between manhole sections,
2.STORM MAIN UNDER AUTOMOTIVE AVENUE
me
TO HAVE T.V.INSPECTION COMPLETED BY a t ring&map e=tihn,"na"roena
yl pipe to hole hPII be water-
24�� tight., Joinfinq material shall be"Ram—Nek"
THE CITY OF BOZEMAN FOLLOWING 27"Opening eWegaal for all;viols e.oepl between
er pipe and manhole wall.
INSTALLATION
Manhole steps at
3.INSTALL DETECTABLE WARNING TAPE OVER 16"=enters Precast reinfarcea cannel, hoe ri
q 3 and c nufactured man
m Id—.er
STORM PIPE. Wnh ASTM designation C-478c
EENAH NO R-1792—JG
4"STEEL _ = As required
GRADE RING
ECutouts as requred
LOCKOUT FOR PIPE,TYP O 9
— A
Channel=dia.of pipe
A
36"
Precast or pouretl—in—place base.
9"SUMP Pouretl—in—place base,minimum
Radius of concrete thickness below pipe is
anhole 8 inches. Precast base,minimum
w eecm.� thickness is 6 inches.
NOTE Storm dm n manholes shall
f o pipe
a �6"BASE(MAY BE aFIELD ePOURED FOR 24") Dia. s not have formed channels and the
lowest p pe overt shall be 9'high.,
71 than bottom of manhole.
SECTION A—A
RECORD DRAWINGS CITY OF BOZEMAN SCALE: STANDARD STRAIGHT N0. 02720-4
SCALE: 36" LOW PROFILE STANDARD DRAWING NONE MANHOLE DEC. 2003
DRAWN BY JEREMY MAY,PE NONE STORM DRAIN INLET REV:MAR 2006
12-06-17
VERIFYSCALE REVISIONS CANT DRAWN BY:JRM PROJECT NUMBER
THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHK'D.BY:CMW J&D FAMILY SUBDIVISION,PHASE 2 1134.002
REDUCED.LINE BELOW
MEASURES LINONE INCHHON 1 RECORD DRAWINGS 12-06-17 JRM STORM IMPROVEMENTS SHEET NUMBER
O
ORIGINAL DRAWING. Engineering JEREMY APPR.BY:JRM BOZEMAN MT
SIS Consulting 204 N.11th Ave. M RY
Bozeman,MT 59715 a 17579 PE DATE:05/2017 DRAWING NUMBER
/► Design phone:(406)581-3319
MODIFY SCALE ACCORDINGLY NGINEERING, INC Planning �S�R BY:
Q.A.REVIEW STORM MANHOLE DETAILS ST_2
9 Y 7fie Be innin 0 4,Vew Standar4 ommitment COPYRIGHT®GENESIS ENGINEERING,INC.2017 S /aTEa
H:\1134\002WCAD\SHEETS\ASBUILTS\STORM.dw Plotted b chris[opher wasia on 12/5/2017 3:09 PM �INA1" DATE: