HomeMy WebLinkAboutThe Crossing Phase 4F - Infrastructure Improvements RECORD DRAWINGS PHASE 4F OF THE CROSSING
INFRASTRUCTURE IMPROVEMENTS
B OZEMAN, MONTANA
PREPARED FOR: BRIGHT DEVELOPMENT, LLC
PREPARED BY: 'NESTS
NGINEERING, INC
PLAN INDEX
SHEET DESCRIPTION
1-1 COVER SHEET
1-2 GENERAL NOTES
1-3 OVERALL SITEPLAN&
PROJECT AREA Tschache Ln Tscnache Ln
BENCHMARKS
S-1 SEWER-TSCHACHE LANE
m
', D W-1 WATER-TSCHACHE LANE
rn,. I, � 4,ItunI
ST-1 STORM-TSCHACHE LANE
c
J
C
R-1 ROAD-TSCHACHE LANE
GaNahn -
CDunry
Regional Park D-1 SEWER&WATER DETAILS
D-2 STORM DETAILS
D-3 ROAD DETAILS
N,nter Park St Winter Park St
EC-1 EROSION CONTROL PLAN
Bozeman Fire Station 3 m 5 GD-1 GRADING&DRAINAGE PLAN
SIGN-1 SIGNAGE AND STRIPING PLAN
VICINITY MAP L-1 LIGHTING PLAN
RECORD DRAWINGS
VERIFY SCALE REVISIONS �. DRAWN BY:JRM PROJECT NUMBER
THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHK'D.BY:JRM PHASE 4F-THE CROSSING 1139.001
REDUCED.UNEBEU— 1 UPDATE PER 8/25/16 CITY COMMENT LETTER 08-25-16 JRM INFRASTRUCTURE IMPROVEMENTS SHEET NUMBER
MEASURES ONE INCH ON
oRIGINU DRAw,NG. NESISEn Uffing y CHRISTOPHER APPR.BY:CMW BOZEMAN MT
2 RECORD DRAWINGS 12-02-16 JRM — 204 N.11th Ave.
Consulting �7 M.WASIA DATE:07/2016
I Design Bozeman,MT 59715 TL 10959 PE DRAWING NUMBER
NGINEERING, INC Plannm Phone:(406)581-3319 � Q.A.REVIEW
MODIFY SCALE ACCORDINGLY g `,s31 F�rSTEa BY. COVER SHEET 1�1
H:\1139\001VACAD\SHEETSWS-BUILTS\I-coversheets-AB.dwg Plotted by christopherwasiaon 1213/201610:05AM q(ra iB HIIUAIaaO COPYRIGHT 0 GENESIS ENGINEERING,INC.2016 TONAL DATE:
GENERALNOTES
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 MPW INCLUDING ALL ADDENDUMS.
2. WATER MAIN PIPE MATERIAL SHALL BE AS SPECIFIED ON THE PLANS. ALL WATER MAIN SHALL BE INSTALLED WITH A MINIMUM COVER OF 6.5 FEET WITH RESPECT TO
FINISHED GRADE.
3. MAINTAIN 18" (VERT.) SEPARATION BETWEEN ALL WATER MAIN AND ALL SEWER MAIN.
ABBREVIATIONS 4. THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION, AS DETERMINED BY OWNER AND THE
ENGINEER.
APPROX APPROXIMATE 5. THE LOCATION, DEPTH AND SIZE OF EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXISTENCE, LOCATION, DEPTH,
NTS NOT TO SCALE SIZE, LINE AND GRADE OF EXISTING UTILITIES CONNECTIONS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING
ASPH ASPHALT OC ON CENTER FACILITIES DUE TO FAILURE TO LOCATE OR PROVIDE PROPER PROTECTION WHEN LOCATION IS KNOWN.
ASS'Y ASSEMBLY OD OUTSIDE DIAMETER
AVG AVERAGE OHP OVERHEAD POWER 6. A LIST OF REPRESENTATIVES TO CONTACT FOR INFORMATION REGARDING FACILITIES IS AS FOLLOWS:
® AT PC POINT OF CURVE
BLDG BUILDING BE POLYETHYLENE BOT BOTTOM P PERPENDICULAR
CHK CHECK Pi NORTHWESTERN ENERGY 1-406-582-4608 MONTANA ONE CALL SYSTEM 1-800-424-5555
PRESSURE INDICATOR, POINT OF INTERSECTION CI CAST IRON PL PLACE CHARTER COMMUNICATIONS 1-406-570-0935
CIMJ CAST-IRON PIPE MECHANICAL JOINT PRELIM PRELIMINARY CENTURY LINK 1-406-585-2340
CJ CONSTRUCTION JOINT, CONTROL JOINT PREP PREPARE, PREPARATION CITY OF BOZEMAN WATER DEPARTMENT 1-406-582-3200
CL CENTER LINE PROP PROPERTY
CLR CLEAR, CLEARANCE PRV PRESSURE REDUCING VALVE
CMP CORRUGATED METAL PIPE PT POINT, POINT OF TANGENCY 7. THE CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES
CMU CONCRETE MASONRY UNITS PVC POLYVINYL CHLORIDE DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR OR ANY SUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. THIS WORK SHALL BE
CO CLEANOUT PVMT PAVEMENT INCIDENTAL TO THE PROJECT, SEPARATE PAYMENT WILL NOT BE MADE.
COB CITY OF BOZEMAN BAD RADIUS
COMB COMBINATION RCP REINFORCED-CONCRETE PIPE B. 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
CONC CONCRETE OR CONCENTRIC RD ROAD CONT CONTINUE, CONTINUED, CONTINUOUS RDCR REDUCER ENGINEER. THE COST OF THIS BEDDING SHALL BE INCLUDED IN THE UNIT PRICE BID FOR WATER, STORM, AND SEWER MAIN.
COORD COORDINATE REBAR REINFORCEMENT BAR
CORR CORRUGATED REF REFERENCE 9. ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING OR MECHANICAL RESTRAINTS, AND VALVE BOXES IN ACCORDANCE WITH MPWSS AND AND C.O.B. MODIFICATIONS.
CTR CENTER REINE REINFORCE ANY EXISTING OR NEW VALVES WHICH CONTROL THE C.O.B.'S WATER SUPPLY SHALL BE OPERATED BY C.O.B. PERSONNEL ONLY.
CF CUBIC FEET RELOC RELOCATE, RELOCATION
CULV CULVERT REQD REQUIRED 10. ALL FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH C.O.B. STD DWG NO 02660-4.
CYD CUBIC YARD RST REINFORCING STEEL
DI DUCTILE IRON RT RIGHT 11. ALL FITTINGS INCLUDING BENDS EQUAL TO OR GREATER THAN 22-1/2 DEGREES, TEES AND PLUGS SHALL BE THRUST BLOCKED IN CONFORMANCE WITH MPWSS DETAIL
DIA DIAMETER R.O.W. RIGHT-OF-WAY 02713-1, OR MUST HAVE MECHANICALLY RESTRAINED JOINTS AS INDICATED BELOW FOR AS ESTIMATED TESTING PRESSURE OF 200 PSI. THRUST BLOCKS ARE NOT GENERALLY
DIAG DIAGONAL SAN SANITARY
DIM DIMENSION SCHED SCHEDULE SHOWN ON THE DRAWINGS.
DWG DRAWING SDMH STORM DRAIN MANHOLE
EA EACH SDWK SIDEWALK 12, THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST AND EROSION DURING CONSTRUCTION AT HIS OR HER EXPENSE. STREETS SHALL BE WATERED TO CONTROL DUST
EG EXISTING GRADE SECT SECTION WHEN ORDERED BY THE ENGINEER. EROSION SHALL BE CONTROLLED IN ACCORDANCE WITH THE SWEEP PERMIT.
ELV, ELEV ELEVATION S SLOPE
ENGR ENGINEER SPEC SPECIFICATION 13. ALL PROFILES REPRESENT EXISTING GROUND (DASHED LINE) AND FINISHED ASPHALT(SOLID LINE) ALONG THE ALIGNMENTS INDICATED ON THE PLANS. ELEVATIONS ARE
EP EDGE OF PAVEMENT SO SQUARE FINISHED ASPHALT ELEVATIONS UNLESS OTHERWISE NOTED AS TBC ELEVATIONS.
EQUIV EQUIVALENT SO FT SQUARE FOOT
EX EXISTING SO IN SQUARE INCH 14. ALL DISTURBED AREAS SHALL BE SEEDED BY THE CONTRACTOR IN ACCORDANCE WITH SWEEP PERMIT.
EXT EXTENSION, EXTERIOR STA STATION
FAB FABRICATE SS SANITARY SEWER 15. ACCESS FOR OTHER CONTRACTORS WORKING ON THE SITE AND EMERGENCY VEHICLES SHALL BE PRESERVED AT ALL TIMES IN ACCORDANCE WITH THE CONCURRENT
FDN FOUNDATION SSMH SANITARY SEWER MANHOLE
FES FLARED END SECTION STD STANDARD CONSTRUCTION PLAN PROVIDED IN THE PROJECT MANUAL.
FEE FLARED END TERMINAL STL STEEL FEE FINISHED FLOOR ELEV STRUCT STRUCTURE 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF UTILITY (PHONE/POWER) INSTALLATION WITH LOCAL UTILITY COMPANIES.
FF FINISHED FLOOR SWR SEWER
FG FINISH GRADE TB THRUST BLOCK 17. THE CONTRACTOR SHALL NOTIFY ONE CALL ®1-800-424-5555 FOR ONSITE UTILITY LOCATION. ALL EXISTING UTILITIES SHALL BE MARKED BEFORE DIGGING.
FL FLAG OF CURB TBC TOP BACK OF CURB
FILL FLOW LINE TEMP TEMPORARY, TEMPERATURE 18. THE CONTRACTOR SHALL MAINTAIN SERVICE OF ALL EXISTING UTILITIES. IF SAID SERVICE IS DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY REPAIR THE DAMAGE AT THE
FIN. FINISH THRU THROUGH CONTRACTOR'S EXPENSE.
FUR FLOOR T.O. TOP OF
FT FOOT, FEET T.O.P. OUTSIDE TOP OF PIPE 19. 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
FTG FOOTING, FITTING TOO TOP OF CONCRETE, TOP OF CURB HDPE HIGH DENSITY POLYETHYLENE T.O.W. TOP OF WALL ESTIMATING PIPE PAY QUANTITIES, CENTER OF MANHOLE TO CENTER OF MANHOLE. SEE MEASUREMENT AND PAYMENT IN THE SPECIFICATIONS.
HORIZ HORIZONTAL TYP TYPICAL
HWY HIGHWAY UG UNDERGROUND 20. WATER AND SEWER SERVICE LINES SHALL BE EXTENDED TO 8 LF BEYOND THE RIGHT-OF-WAY LINE UNLESS NOTED OTHERWISE.
HYD HYDRANT UTIL UTILITY
ID INSIDE DIAMETER VERT VERTICAL 21. ALL UTILITY CONDUITS FOR IRRIGATION, ELECTRICAL, GAS, PHONE, CATV, ETC... SHALL BE BURIED A MINIMUM 30" FROM FINISHED GRADE WITH TYPE A BACKFILL, UTILIZING
IE INVERT ELEVATION VOL VOLUME TYPE 1 BEDDING UNLESS DIRECTED OTHERWISE BY ENGINEER. ALL LOCATIONS ARE SHOWN APPROXIMATE AND SHALL BE FIELD FIT AS DIRECTED BY ENGINEER.
IN. INCH W/ WITH
INSUL INSTALL, INSTALLATION W/0 WITHOUT 22. VALVE BOXES ARE REQUIRED FOR ALL VALVES IN A BURIED SERVICE.
INSUL INSULATE WL WATERLINE
JB JUNCTION BOX WM WATER MAIN
LBS POUNDS WS WATER SERVICE 23. TOP ELEVATIONS PROVIDED FOR WATER MAIN CONSTRUCTION REPRESENT THE MINIMUM TOP ELEVATION AT THE LOCATION IDENTIFIED TO ACHIEVE THE REQUIRED 6.5' COVER
LF LINEAR FEET WTR WATER BASED ON PLANNED STREET ELEVATIONS WITHOUT ALLOWANCES FOR CONSTRUCTION VARIANCES. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE THAT THE REQUIRED 6.5'
LT LEFT WV WATER VALVE COVER OVER THE WATER PIPE IS ACHIEVED.
LVL LEVEL
MAX MAXIMUM MH MANHOLE 24. PIPE DEFLECTION IN WATER MAIN IS SHOWN USING 3•DEFLECTION AT THE JOINTS.
MIN MINIMUM
MISC MISCELLANEOUS 25. SANITARY SEWER MANHOLES SHALL HAVE MINIMUM OF 0.2' OF DROP BETWEEN INVERT IN AND INVERT OUT.
MJ MECHANICAL JOINT
MPWSS MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 26. THE CONTRACTOR SHALL NOTIFY THE CITY OF BOZEMAN WATER DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO BEGINNING ANY WORK.
27. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS.
MINIMUM RESTRAINT LENGTHS
FITTING MIN, LENGTH (FT)
8" 22.5° HORIZ. BEND 4'-0"
8" END CAP 34'-0"
8" HORIZ. TEE 8'-0"
8" X 6" TEE 5'-0"
8"x6" REDUCER 15-0"
RECORD DRAWINGS
VERIFY SCALE REVISIONS . DRAWN BY:JRM PROJECT NUMBER
THESE PRINTS MAY BE
NO. DESCRIPTION DATE BY CHK'D.BY:JRM PHASE 4F-THE CROSSING 1139.001
REDUCED.LINE BELOW 1 RECORD DRAWINGS 11-25-16 JRM
MEASURES ONE INCH ON INFRASTRUCTURE IMPROVEMENTS SHEET NUMBER
ORIGINAL DRAWING. Engineering y C M.WAPHER APPR.BY:CMW BOZEMAN MT
NESIS204 N.11th Ave.
Consulting .� M•WASIA DATE:07/2016
r Design Bozeman,MT 59715 10959 PE DRAWING NUMBER
NGINEERING, INC Plannin Phone:(406)581-3319 Q.A.REVIEW
MODIFY SCALE ACCORDINGLY g �sS FotsreaE° BY: GENERAL NOTES I_L
H:\1139\001\ACAD\SHEETSWS-BUILTS\I-coversheets-AB.dwg Plotted bychristopherwasia on 1213/201610:43AM 0 daffy S/q�y� �erppp��p COPYRIGHT®GENESIS ENGINEERING,INC.2016 DATE:
1
1
1
NEW HYDRANT(NORTH BONNET BOLT)=4713.56'
1
1
1
1
,1
\ PROJECT BOUNDARY
FUTURE PHASE 4G zo'
\ on
q\ W C)
1\ PO\ v
mph COMMON OPEN IY` a i
\ wp\ SPACE BENCHMARK 1=4709.2 '
\ O � EXISTING GRAVEL TRAIL
,�
1jSCHACHE LANE
2z
--------10_297 SF� BENCH 6AK'3=4710.45'
,ao
REBA
10'UTILITY LOT 11
\\/EASEMENT,TYP.r
--11 0'UTILITY �/ ,�� w SPRING DITCH
EASEMENT,TYP. `Yi /BE R 2=4708.00'
\ LOT AO
____ 8,156 SF>,
/i��l EXISTING GRAVEL TRAIL
-------''
10,297SF +
X, ORTH BP OT
TEMPORARY GRAVEL CUL-DE-SAC ; LOT 3 _,="�C,
r� �11,245 SF p)
i
i
i ,r
,r\
\\o 'x�\
LOT`4 \ "EXISTING DIRT
'--14602 SF ROAD TO BE
',Te �� ` \' \ '--! \ RECLAIMED
------__ OG�, '`
STING ROCK Fq I; --------
EXISTING
� = ROCK PILE
FUTURE PHASE 4H
\
'----_� � GRAPHIC SCALE
\ 50 0 25 50
RECORD DRAWINGS nch FEET) VERTICAL DATUM
1 inch= 50 e1. CITY OF BOZEMAN DATUM USING HYDRANT
\ 11"X17":1"=100 ft #2297 @ INTERSECTION OF LEMHI TRAIL
\ DRIVE AND CASPIAN AVENUE
VERIFY SCALE REVISIONS N�. DRAWN BY:JRM PROJECT NUMBER
THESE PRINTS MAY BE
NO. DESCRIPTION DATE BY CHK'D.BY:JRM PHASE 4F-THE CROSSING 1139.001
REDUCED. 1 ADDED BM#3 11-07-16 JRM
IN MEASURES ONENE INCHH ON O INFRASTRUCTURE IMPROVEMENTS SHEET NUMBER
ORIGINAL DRAWING. Engineering C1iRISTQPHER pG APPR.BY:CMW BOZEMAN MT
2 RECORD DRAWINGS 11-25-16 JRM - NESIS 204 N.11th Ave. fY
Consulting Bozeman,MT 59715 M.WASW DATE:07/2016 DRAWING NUMBER
I Design 10858 PE
NGINEERING, INC Planning Phone:(406)581-3319 Q.A.REVIEW
MODIFY SCALE ACCORDINGLY g �sS FQ/STEaE°. BY: OVERALL SITEPLAN&BENCHMARKS 1.3
H:11139\001\ACAD\SHEETSWS-BUILTS\I-3 siteplan-AB.dwg Plotted by christopher wasia on 12/3/2016 10:09 AM 4(te Biwinn' a a 91reWStan�ar6 commitment COPYRIGHT0 GENESIS ENGINEERING,INC.2016 TONAL DATE:
VolEXIST NG
10 Vol 11 LO"12 LOB 13 RRIGATION / •`00J?O
I WELL �G
3 TYP.SEWER SVC,
\ SEE TABLE TA4+100
INS T LL SSMH#1
20 BM1=4709.20'
GRAPHIC SCALE
.e• m 30 0 15 30
STA qq+05.50 TSCHACHE LA E +
INSTALLSAMH#2 aQQ gw' 1+00 a gw' +QQ g,A, a� QQ g,A, +g IN FEET)
_ 1 mCh= 30 ft.
BSS eSS ass 8 aSs - SS - T ass aW 11"X17":1"=60ft
STA 5+32.38
a \ CONNECT TO EXISTING MANHOLE
INSTALL 5I STUB \ \\
WITH Ef�D05/
99 �\\
F
S /
II Ic BM2=47080
Ip Q O� 2 INSTALL TRENCH PLUG
O \-01 01 O�1
FN p SPRING DITCH
o 00
D D z \\
j >
I FUTURE SEWER MAIN
FUTURE WATER MAIN
EX NG ROAD EASEMENT EXISTING GRAVEL TRAIL
TSCHACHE LANE
(60'ROW,33'TBC TO TBC) PROFILE
TYPE A TRENCH BACKFILL VERT:1"=3'
TYPE 1 BEDDING HORIz:1^=30'
11X17 PROFILE
a
VERT:1"=6'
o HORIZ:1"=60'
a
N m FD
ra r O
vo
4715 SEWER SERVICE TABLE
a x LOT# STATION OFFSET LENGTH SIZE/DESC END ELEV*
N N z p EXISTING 3ROUND AT CENTERLIN o ai a
n .
r., vi 3 4 1+18.23 38.0'RT 32.5' 4"PVC 4706.3
y O w
FI ISHEDG ISE EXISTIN STORM EAT CENT RLINE ro MANHOLE
10 1+1923 38.0'LT 43.5' 4"PVC 4706.6
~ ' AF PROXIMATELY 0.39' r w O?
w o x N m>> 3 1+93.23 38.0'RT 32.5' 4"PVC 4706.1
/ ~ X
-zz
vmi z w �`' -- - 11 1+94.23 38.0'LT 43.5' 4"PVC 4706.2
N 0 >
4710 _ 2 2+68.23 38.0'RT 32.5' 4"PVC 4705.8
_ ADD APPROXIMATELY "IN 12 2+69.23 38.0'LT 43.5' 4"PVC 4706.1
58"X36" RCH RCP GRADE RINGS TO
SEWER _ EXISTING 11 ANHOLE 1 3+33.23 38.9 RT 32.6 4"PVC 4705.5
13 3+34.23 38.0'LT 43.5' 4"PVC 4705.7
TO ORTH,TY II
I STALL 40 .0 LF
-C S ING WI H EXISTIN
8" SDR 5 I I -1-4
- -------- TOP OF PIPE ELEVATION AT END OF SEWER SERVICE
470 EXISTI G
17.1 LF STORM AIN
z 8" S -35-- --- ---
----_--_
ATE F Of R MqI IS-TING S WER MAIN
wW
---
z i z INSULATI N AT CRO SING
w of
IN TALL THE H PLUG P R
4700 w w
zz
+ UU
Q~ QQ
A O W LL
O� O On n OO ODN n Lf) OR W n N tD� OO V Ind On N N OD OR aD n r0 N 1n � t0� O �O n CD On O
W O M O W Lr) N O n 7 N m co V M M Lt) n O M Lr) co aD O
O N O O W aD N. n OD O O O O O O O
N N N O O O O O O O O O O O O O O O 00 O 01 O O O O O O O
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 RECORD D RAW I N G S
VERIFY SCALE REVISIONS .�. DRAWN BY:JRM PROJECT NUMBER
THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHK'D.BY:JRM
MEASURES ONE INCHH ON PHASE 4F-THE CROSSING 1139.001
REDUCED.LINEBE 1 UPDATE PER CONSTRUCTION NOTES 11-07-16 JRM
O INFRASTRUCTURE IMPROVEMENTS SHEET NUMBER
ORIGINAL DR-ING. EngineeNng CHRISTOPHER APPR.BY:CMW BOZEMAN MT
2 RECORD DRAWINGS 11-25-16 JRM - 204 N.11th Ave..Consulting M.959 PE DATE:07/2016
Design Bozeman,MT 59715 108�PE DRAWING NUMBER
NESISi Planning Phone:(406)581-3319 O.A.REVIEW
MODIFY SCALE ACCORDINGLY NGINEERING, INC g �s'S+ForsreaE°• .t� BY: SEWER MAIN-TSCHACHE LANE S_1
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vo"10 STA 1+33.22 LO-C 11 \_p1 12 �p�13 /
I INSTALL HYD.ASSEMBLY
WITH 15 LF OF LEAD PIPE
3
TYP.WTR SVC. STA 1+33.22 BM1=4709.20'
SEE TABLE INSTALL 8"X6"TEE S A 4+30.97
\ I INSTAL 2.5°BEND
/ REMOVE EXISTING BLOWOFF GRAPHIC SCALE
1h 30 0 15 30
9
STA 4+91.71
TSCHACHE LA +0 +0 } CONNECT TO EXISTING ( IN FEET)
DO BW 1+ 8 BW BW 8� 8W U
B WATER MAIN WITH 8"W.V. 1 inch= 30 ft.
- - - - � - - - � - &22.5°BEND 1 1"X1 7":1"=60 ft
855 BSS 8SS 8
F INSTALL JOINT RESTRAINT ON
JOINTS WITHIN 34'OF ENDCAP
9 w STA 0+37.50
BM2=4708 0 \ 9\ \ ///V,
C INSTALL 8"ENDCAP W/BLOWOFF \ \ ew�<q PER DETAIL ON SHEET D-1
INSTAL RENCHPLA G\
I m L01 a L0l 3 Vol 2 L01 1 q\��\ \\� x
A / /
A N SPRING DITCH
FUTURE SEWER MAIN
FUTURE WATER MAIN EXISTING GRAVEL TRAIL
PROFILE
VERT:1"=3'
HORIZ:1"=30'
11 xi PROFILE
VERT:1"=6'
TSCHACHE LANE HORIZ:1"=60'
(60'ROW,33'TBC TO TBC)
TYPE A TRENCH BACKFILL
TYPE 1 BEDDING
4715 WATER SERVICE TABLE
LOT# STATION OFFSET LENGTH SIZE/DESC
BURY LINE= EXISTING ROUND AT CENTERLIN
471 1.76 4 0+83.06 38.0'RT 43.5' 1"COPPER
_ NORTH BONNEI F11 JISHED GRA DE AT CENT=RLINE
_ _ 10 0+84.06 38.0'LT 32.5' 1"COPPER
IT-7 BO T=4713.56
/ - � - - - 3 1+70.73 38.0'RT 43.5' 1"COPPER
- 11 1+71.73 38.0'LT 32.5' 1"COPPER
4710 _ 2 2+45.73 38.0'RT 43.5' 1"COPPER
12 2+46.73 38.0'LT 32.5' 1"COPPER
FUTURE EXTE SIGN TO 58"X36" RCH RCP 1 3+15.73 38.0'RT 43.5' 1"COPPER
6 5'MIN.BUR _
VA r13 3+16.73 38.0'LT 32.6 1"COPPER
Ll
II
I
---TI G-----
470 EXIS
I SU TIO AT CROSSI STORM AIN -
z 1 Y SEPARAT O --
ATER MAI -g
w STA 0+ 7.50 STA 1+3 .22 CLgS
> INSTALL 8" ENDCA W/ INSTALL "X6" TEE F'HYD -_--_- EXIS FING WATER MAIN
_--_---_
BLOWOFF & M.J. ASS'Y W M.J. ---
z z z T.O.P.= T.O.P. 8" 4704.90' STA 413097
U I¢ 705.20 STALL 22. ° BEND W M.J.
4700 J w LU STA 4+91.71
z z REMOVE EXISTING E DCAP, IN TALL
g-11 v cwi v S 8" W.V. 22.5° B ND W/ M.J.
T F ¢¢ a a p a a p a a p a p a p a a IN ALL TREN H PLUG PE
U- 17 L7 d d d d d d d d d 6 DE AIL,SHEET D-3
')O W U- F F F F F F F F F
01f 0 0^ 00 ODN n L 00 n N 0L 00 V Ln� 01 N C4 0 000 r LO N IA 0� O �O r O 0 - 0
0 O M O OD V) N O r- 7 N 0 0 7 M M LO r- 0 M L0 to OD O
OvN� vN� vN� vr� r O� vO� vO� CDvO� OvD 0; 0; I"r` 0I.O r` 0I.)r` CI.A r` 0I.)O O r; O r;
O
n n r� O 0 O O O O O
v4 r r; n
r`
RECORD DRAWINGS
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00
VERIFY SCALE REVISIONS �. DRAWN BY:JRM PROJECT NUMBER
THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHK'D.BY:
MEASURES ONE INCHH ON JRM PHASE 4F-THE CROSSING 1139.001
REDUCED.LINE BELOW 1 UPDATE PER 8/25/16 CITY COMMENT LETTER 08-25-16 JRM °`' INFRASTRUCTURE IMPROVEMENTS SHEET NUMBER
O
ORIGINAL DRAWING. Englneenng -D �rg PE CHRISTOPHER pG APPR.BY:CMW BOZEMAN MT
2 RECORD DRAWINGS 11-25-16 JRM - NESIS 204 N.11th Ave. ClI
Consulting .'D M.W9 DATE:07/2016
Design Bozeman,MT 59715 p1 1 pE DRAWING NUMBER
Plannin Phone:(406)581-3319 C.A.REVIEW
MODIFY SCALE ACCORDINGLY NGINEERING, INC g ASS Fo)sTcaE BY: WATER MAIN-TSCHACHE LANE W_1
H:\1139\001VACAD\SHEETS\AS-BUILTS\W-1-AB.dwg Plotted bychristopherwasia on 1 2/31201 6 10:16AM e&,qiuniv ofdNew Srax6d 0omodment COPYRIGHT®GENESIS ENGINEERING,INC.26 TONAL DATE:
IN TA L 8 F OF INS LL 36"OUTLET STRUCTURE
1 "A 000 VC INV I :4705.47'
A 1 V 1 -47 .5 INV UTA705.47
RIM: 707.00'
1 V UT=4705.75'
'_0113 00 0 TAP END TO SRO STORM POND 3A - ET NTI N \
M T SLOPE / QUO OVERFLOW LEVEL = 4707,00'
BOTTOM OF POND = 4705.50' INSTALL 30 LF OF
4. REQUIRED STORAGE = 1,501 CF 12"A2000 PVC
S
I S LL 46 LF OF SHOWN STORAGE = 1,560 CF h 5=18% ,op/
1 OOO PVC 4:1 MAX SIDE SL P S y 2C
GRAPHIC SCALE O \
0 S 0.% p0 INV OUT=4704.22 30
TA +77.90 (IN FEET)
INST LL SDMH#1 1 inch= 30 it.
SSE ETAIL,SHEET D-2 30 GRAPHICO SCALE 30 I 11"X17":1"=60 It
INSTALL 96 LF OF ( INV OUT=4705.0'
58"X36"RCP n IN FEET) \
INSTALL 31 LF OF W/F.E.S.,S=0.81/ 1 i h= 30 Pt. \ NSTALL 6"COBBLE
15"A2000 PVC 09 11"X17":1"=60 ft \ \ / RIP RAP PAD I \\ X /
ew Bw Bw Bw BM1=4709.20' \ r \ \ \
TSCHACHE NE _ _ OS 13 \ I \ \ \ \ \ I n
B9 8S3 9L N BBS — ew X
F0 1
IN TA LSDMH#2
S E D TAIL,SHEET D-2 \ \ I \ \ \ \ \ \ \ \
92 BM 2=4708.00' � INSTALL 5 LF OF �.
12"A2000 PV I. \
5=5.0% \ I INV OUT: \ \ \ \ \ \
4705.75
O 1 A INV IN:4707.90' INV IN=4705.00 INSTALL CLAY PLUG X \ \ ) \ \ \ \ \ \\\ \ \\\
TAPER END TO (EMBEDDED-6") &6"COBBLE RIPRAP,
�. m MATCH SLOPE II «9L / SEE DETAIL BELOW \ \\ \HgcAm
o SPRING DITCH \ \ \\\\\\n X
ING
I \ \ \ \ \
{ GRAVELX RAIL \ \ \ \ \ \ \ \ p0
I / A \
FINISHED GRADE
4710
ARMOR
U STREAM END
0 0WITH 6-8"COBBLE
Noo o a'EXISTING GRADE A D A CLAY PLUG
o o�
0 P zR SHEET ST-1
a rn r O
o�� ono
Sri / E 4"-6"DEPTH OF
U,a J �. N J v BUILDUP OUTFLOW
+ v WITH COBBLE TO HELP 2"4"ANUS NATIVE
o=w O z o s w o z KEEP COBBLE IN PIPE 36"X58"ARCH COBE LE IN FLOWLINE
4710 '2
F NISHED GRAD I,,z z N o m Z Z — / S=0.81%,L=96' \ _ —
4705
EXISTING GFU dDE 1 p pp INV OUT:470 47 4.26 INV IN:479S99'
4704.99'
STALL 3 .0 LF pF �p INV IN:490t90 FIXE SANITARY
INV OUT:4705.75' I OF 15 A 4707.92' (INSU ATE BETWEEN
F 15" A-2000 PIPE S=
PIPE S=0.6% 4702
Li
4705 4 v, J�
t Lf) [D C) Ln
CD CD CD CD CD
WATER MAIN r` r- I--
V V V V V
EWER MAIN
0+00 0+50 1+00 1+25
0+00 0+50 1+00
STORM INLET PROFILE
CULVERT PROFILE
RECORD DRAWINGS
VERIFY SCALE REVISIONS �. DRAWN BY:JRM PROJECT NUMBER
THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHK'D.BY:JRM PHASE 4F-THE CROSSING 1139.001
REDUCED.UNEBEUO 1 UPDATE PER 8/25/16 CITY COMMENT LETTER 08-25-16 JRM INFRASTRUCTURE IMPROVEMENTS SHEET NUMBER
MEASURES ONE INCH ON NESISC "in APPR.BY:
ORIGINAL DRAWING. Hi 9 y CHR.WASL ER cM1w BOZEMAN MT
2 CHANGED POND OUTLET PIPE SIZE 09-01-16 JRM - 204 N.11th Ave.
Consulting M.wAsE DATE:07/2016
Bozeman,MT 59715 DRAWING NUMBER
3 RECORD DRAWINGS 11-25-16 JRM Design ,n 10858 PE
Planning Phone:(406)581-3319 O.A.REVIEW
MODIFY SCALE ACCORDINGLY NGINEERING, INCI 9 �s'S+FOlsreaE°•�'.t� BY: STORM INFRASTRUCTURE-TSCHACHE LANE ST-1
H:\1139\001WCAD\SHEETS\AS-BUILTS\ST-1-AB.dwg Plotted by christopherwasia on 12/31201610:25AM ofa New S1gxdyQ Cpmp(pp9Xt COPYRIGHT®GENESIS ENGINEERING,INC.2016 70NAL DATE:
STORM POND'CULDE AC
TEMPORARY RETENTION
OVERFLOW LEVEL— 4711.00' I LOB 10 LOB 11 12 STORM POND
BOTTOM OF POND = 4710.00' �. VOA13 EE SHEET ST-1 INSTALL 58X36 ARC
REQUIRED STORAGE = 146 CF FUTURE CONNEC N RECONSTRUC RCP,SEESHEET -1
SHOWN STORAGE = 150 CF TO VAQUERO PAR TRAIL TO
4:1 AX STE gSI� PE /
V / 10'UTILITY INSTALL 5-8"P SRADMWITH
— EASEME TYP. CONDUITS,L 2' — ——
I— \ STARTED FABRIC 0+4 ENDu�AT 3 DEEP
\ ABRIC +74 T04+65
\ SW NOT INSTAL SW INSTALL j \\\ GRAPHIC SCALE
30 0 15 30
CONNECT TO EXISTING
00 1+00 TSCHACH E 2+00 3+00 + 0 CURB,TBC=4709.97
( IN FEET)
— — — — — \ CONTRACTOR TO 11"X17":1"=60 ft
\POTHOLE TO VERIFY
RIRUN DEPTH CONNECT
\ TO EXISTING
SIDEWALK
SW NOT INSTALL SW INST D
SST +40
— ---- -- _ ��� \\SAVZ/QUT&CONNECTT
STA 0+7 INSTALL 5'WI A'SIDEWALK INSTALL l�� \TIN,CASPHALT r/
END CIL RB&ASPH PER DETAIL, EET D-3 SIDEWALK SCs.�\ \ \ r J74/
c RAMP PIER RECONSTRUCT \ \r `�O'Y \ \\ /' r rrr?
C INSTAL 40'RADIUS GRAV L DETAIL, TRAIL TO \\ '\ F�`� r r gT,
CUL-DE-AC AS APPROVE BY .1. rir�Y' rr
Im INSTALL 5-8"HDP
THE FIR EPARTMENT SHEET D-3 GRADE WITH
(12"PITRU &3"BASE S=5%MAX CONDUITS,L=30' VP
LO rrr
( COURSE) 3 2 ,� CURVED UNDER PIPE \\ `� 6'x r rrr
q O� O1 ENDS AT 36"DEEP \ O r r
p Q FROM FINISH GRADE C (?"[TO`
I� \EXIS CkZRS
ID SPRING DITCH Elf TBC t0.
(� CONN TT
s0
IST NG S D WAS `�I /
EX
FINIS ED GRADE /
FU PAR R VAQU CON OURS SECTION 1 - TSCHACHE LANE
I I EXISTING GRAVEL TRAIL Typical Section
(33'Back to Back)
TSCHACHE LANE LOW POINT ELEV=4709.31 30' 0.
6, 3.5 7.5' 6.5' 316.5' 3.5'
7.5' S,
PROFILE (60'ROW,33'TBC TO TBC) LOW POINT STA=3+77.90 3 Sidewalk Boulevard �e 2-1 �2 g� Boulevard Sidewalk
VERT:1"=3' 3
HORIZ:1"=30 PVI STA=3+72.10
11 X17 PROFILE
VERT:1"=6' m PVI ELEV=4709.16
1"=60' r N 3�
HORIZ:
A.D.=1.83
+ r INTEGRAL CURB
O AND GUTTER -,K " 211 1 � 1
e II K=35.60 °r
Q W - PLANT MIX ASPHALT SURFACINTHICK SIDEWALK
F- 65.00'VC a 3"MIN DEPTH @ 93%MD
ON 4"OF
O COMPACTED SUB-GRADE GRAVEL
of > j SUB-BASE COURSE CRUSHED GRAVEL BASE COURSE
d a 12"MIN.DEPTH 6"MIN DEPTH @ 95%MOD
@ 95%MOD INSTALL MIRAFI 60OX SEPARATION
4715> FABRIC IN AREAS THAT DO NOT
STA 0+7 0 ENCOUNTER NATIVE GRAVELS IN TBC ELEV=CL ELEV-0.05'
END CU B&ASPHA T SUBGRADE
EXI TING GROU D AT CENTERLINE 0) Oi
O
O
_ ____ FINISHE GRADE AT ENTERLIN M S rA5+40
0 U u,j S WCUT&C NNECT TO
U E (STING ASF HALT
co M W W _
0.75%D —
4710 � II _ — --
INSTALL 8X36 ARC
RCP,SE SHEET ST-
II
INSTALLTORN!INUE1 S
BE E SHEETS 1
EXIST( G
470 SE ER MAIN ill STORM AIN ___
z _��___
O ATER MAI I—
iU w c (STING S WER MAIN
n _ —
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n 0) 0� 0
0 O M O 00 L9 N O r 7 N 0) 0 7 M M L9 r 0) M L9 0 00 O
OI:v vN� vN� v do00v r` r` 0 M 0) MI. O I O r; :I Or; :I Or; :I
Or; —
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1 F— F— I.F, .
4 � 4 � F-
-It
It v� v� v4 v4
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 RECORD D RAW I N G S
VERIFY SCALE REVISIONS . DRAWN BY:JRM PROJECT NUMBER
THESE PRINTS MAY BE NO. DESCRIPTION DATE BY PHASE 4F-THE CROSSING 1139.001
REDUCED.LINE BELOW CHK'D.BY:JRM
MEASURES ONE INCH ON 1 UPDATED PER B/25/16 CITY COMMENT LETTER 08-25-16 JRM INFRASTRUCTURE IMPROVEMENTS SHEET NUMBER
ORIGINAL DRAWING SISEngineering 'U CHR.WAS(ER APPR.BY:CMW BOZEMAN MT
2 UPDATED PER NORTHWESTERN ENERGY'S LAYOUT 10-25-16 JRM — 204 N.11th Ave.
Consulting �t M.959 PE DATE:07/2016
3 RECORD DRAWINGS 11-25-16 JRM Design Bozeman,MT 59715 ',O 10858 PE DRAWING NUMBER
Phone:(406)581-3319
MODIFY SCALE ACCORDINGLY NGINEERING, INC Planning ssR`0I B : REVIEW ROAD-TSCHACHE LANE R_1
srea
H:\1139\001VACAD\SHEETS\AS-BUILTS\R-1-AB.dwg Plotted by christopher wasia on 12/3/2016 10:23 AM XO DATE
,INC. 1
Frame and cover to be either D&L A-1172 ring With A-1178 cover,
EJIW 3771/3772 series,or approved equal.
L7 Cavers shall have two 1 piml,holes GREEN STEEL POST
AT END OF SERVICE
Atllusl°ble rn NOTE All Monts between manhole se tip m E WIN TRENCH
pnhple rng& NOTE, PASSES THROUGH EXISTING PAVEMENT
m n 1 2" 2 t p ect on,and around sewer pipe nto manhole shall be PROPERTY THE PAVEMENT SHALL BE CUT ALONG A NEAT V RTCAL
77�� t rtghl Jont'ng maleral shall be Ram Nek or equal LINE OR LINE A MINIMUM OF 12"(30°n)FROM THE EDGE OF THE TRENCH e
f II pimts except between sewer pip,antl manhole wall. EASEMENT OPENING. WHERE NET LINE IS ME THAN 3'(B.Bm)FROM EDGE
LINE OR EMS NINE.C PAVEMENT OR CURB AND CUTLER'(0.9 N,
5 1/2'BOULEVARD REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEQI B"OUT
2 0� (NP.) 4• DRENCH AND EDGE OF PAVEMENT.
5 6..
4-0 STREET SURFACE GROUND SURFACE
Precast re riOr d concrete manhole rser 5'SIDEWALK
antl eccenirc cone top manufacturetl n (NP) STING STREET SURFACE a\" 84'2°
Mnhole steps t Occprdonce with ASTM designation C 478. Z,BNTCL TRENCH WALLS WITH
16"centers
SHORING TO CONFORM 10 O.SH.A
T COMPACTED BACKFILL 2 5 REWLATONS• \
(NP.) H-12"(3D on)MIN
Groat m rt to sP j a (SEE SPECS.)
of ppp,f Sa0 be n SURIOUCE OR GROUND e
e and tM1hann ", 1T.5' - 6'
B to on t/a" (TYP.) (TYPICAL EXCEPT IN SPECIAL SURFACE
CITY HAS
P t AIPPROVED RCUMSTANALEERNATE FLOC LOCATIONS)• 157.8°' s�
Variable , 4•-0' _ WARNING DTOE t0"(AS°n) SUETECTABLE �PPptT sysTEMs 1xING.BENCHING�TH15 \
(m n 2 X 2 BACNSLDPE AS SPECIFIED MAX.DEPTH AREA TO CONFORM TO
` 8 WOOD lb CONFORM TO O.SH.A (OPT
O.SH.A REGULATIONS rD
E Done ae�pne I Flex ble gask,t,d loot(typical J SERVICE LINE.SLOPE= 1/4" MARKER REGU_GN5• SJIVLLL #'1 SSMH #F.
oN for precast bases see detail) 45' ELBOW PER FOOT MIN.,1/2"PER FOOT 17
Max.A
Ch dia.If pipe SEWER MAIN _, TYPE MANHOLE ANGLE DETAILS
aR"c" B•rySWm)
_.•_�� T.�`_ •. '.� TRENCHH BACIBILL � I
A Precast ar poured n place base
bars-1 0 c-c Poured n place base m n mu IN LINE WYE FITTING FOR PLUG
Crete tHlckness below pipe Is TYPE I BEDDING
5'-4'dia. 8 aches.Precast base,minimu NEW INSTALL4TIONS. MATERA.PLACED
thickness is 6 inches.All IN—— SADDLE FITTINGS ALLOWED IN 6"(15am)LAYERS&
reinforced as shown. FOR EXISTING INSTALLATIONS ,
ONLY UPON APPROVAL OF TYPE I PIPE BEDDING COMPACTED AS SPECIFIED
CITY OF BOZEMAN SEWER PLACED IN 6'(ISan)MA%. F IN SECTION 02221.
LAYERS AND COMPACTED 4'(10I
DEPARTMENT. THOROUGHLY.
man oe
J3.5(1.11)
SIODe t I"Per foo DRENCH WITH-OF channel to NO MIN.TRENCH WIDT
depth SERVICE INVERT NO
TYPE 2 PIPE BEDDING
NOTE Storm dre n manholes shall LOWER THAN SPRING /
not Have formed channels and the LINE OF SEWER MAIN WHERE REWIRED FOR
Dia.pN lowest pip, overt sM1OII beg higher SOFT OR UNSTABLE RECORD DRAWINGS
IF—bottom Of manhole FOR WYE FITTINGS. FOUNDATION
S PiDe NOTE:SEE CONTRACT SPECIAL PROVISIONS FOR ANY
MODIFICATIONS TO STANDARD TRENCH MATERIALS
AND/OR OTHER TRENCH DESIGN FEATIRES
SECTION A-A
•SEE O.S.H.W.CONSTRUCTION STANDARDS
FOR E%CANATONS
CITY OF BOZEMAN SCALE: SANITARY SEWER AND NO. 02720-3 CITY OF BOZEMAN SCALE: SANITARY SEWER SCu STANDARD DNAMNG
STANDARD DRAWING NONE STORM DRAIN MANHOLE DEC. 2003 NONE SERVICE LINE NO. 02730-2 NONE TYPICAL UTILITY TRENCH DETAILS ND.ozzzl-1
Rev. Mar 2006 STANDARD DRAWING DEC. 2003
NOT NECESSARY FOR FITTINGS UTILIZING STEEL ROST MARKER
MECHANICAL RESTRAINT. PROPERTY PAINTED BLUE
A LINE OR
EASEMENT
LINE
8'-0"MAX. 5 1/2'BOULEVARD
•4.•.W ,' A •, B �3'-0"MIN. (TYP.)
• INSTALL PLUMB WITH TO BACK OF CURB 4�.RIACJ�
PUMPER NOZZLE STREEr SURFACE GROU5'SIDEWALK
FACING STREET NEW HYDRANT, (TYP)CDUE
ENTURI SUPER
B •• i�CENTURION S\ ' REDUCER OR WATEROR PACER 1 I MIN.4'-TR CLEAR ALL CURB BOX-\ VALVEOXMIN. AROUND(TREES,HEDGES, FINISH GRADE
BUSHES,ETC.) TOP SECTION
III EM1H �TY5' PROVIDE 5'STATIONARY
gyp) ROD IN ALL
CURB BOXES
6 1/2'MIN,
O ADJUSTABLE SCREW COVER 8'MIN
ELEVATIONS AS SHOWN TYPE VALVE BOX
k. ON PLANS OR 0.2' WITH LID MUELLER
ABOVE TOP OF CURB SEE DETAIL 8' WITHIT S GALVANIZEDNG
GRADE (TYPIDL EXCEPT IN SPECIAL OR BRASS CAP
BELOW CIRCUMSTANCES WHERE CITY HAS
Ny)y' TnP BY rvTRnCTOR APPROVED ALTERNATE LOCATION)
GROUND LINE \ -
�\ �\ CURB STOP
TEE EE (Plu ed) BEND MIN'
STANDARD D/MENS/ S F R THRUST BLOCKING �\ WATER MAIN /1
UNDISTURBED BASE MATERIAL)
RMW 7EE5&PLUGS Be 4esev&was 11 1 - EARTH � MIN.6.1 COVER NO COUPLINGS C OTHER JOINTS LLO A D ON SERVICE PIPE FROM
CORP.STOP TO CURB STOP FOR 3/4"AND 1"SERVICES.
MISS A B A A B A B \ STRAIGHT COPPER PIPE SHALL BE USED FOR 1 1/2"AND 2"SERVICES
4• I'-Y r-r r-B• r- IC_l 0'-10• 1'7` B'-B•
y� DETAIL OF A SELECT MATERIAL BACKFILL AREA COPPER
1'-1' V-10' 1'-Y 1'-B' d-10, \ PROPERLY CORPORATION STOP SERVICE LINE
1. _ _ _ \���\� 1 INSTALLED /' /''//� /, �. /, (SEE SPEclFlcnnorvs)
0' J'-0' Y-0' 1-0' 1=B' 1'-r 1'-B' \\ C•° 9 CORPORATION /// /���/��j/ 2"COPPER SERVICE IJNE
11" Y-0' J'-I0' 4'-B' 4'-B' J'- J'�T' 1'-Y P'-J' •SHOCK CONC'LIST�E��/ TO MAIN LINE TAP MAIN AT - / /////// / / / / / // /// S1"CIA ERVICE MP PE E.
2 COUPL NGSION H/6"DIAMETER
SPR3'-10' B'-B' 4'-11' 4'-B' 3'-0' J'
METRIC D ENSIONS FOR THRU BLOCKINGy (
7EE5! LAGS GOWBENO 41°BE7l& REDUCERS& �GEND ��\\�� 1 /_ / fi.21nrym CURB STOP PROVIDES/8 DIAMETER
512E5 A B A B A B A2 1/� B � �\\ -JOINT AS REQUIRED FOR ��\\�\ 4 /�\\i\ %�_ ���\ CORPORATION STOP DRAIN HOLE
�\�\ PIPE SPECIFIED ��\ / TRENCH B070M� // 6 MIN. WATER MAIN
IOan Q 0.1rrI 0.1m O.Sm 0.1m Q.Tm Bl 0.2m \\� \\ \/ \ \\ \\ \
15- 0m O.Bm Oft 0.7m Qom aSYi 5m o.3m � \� x INSTALL CORP STOP INTO 8"ENDCAP
\
1om1 asm aft Two. o.wn a� aem a osm \ v�)Y�A �� C\ SC�.AA A��(F, GENERAL NOTES.
1Scm 1.Q•n I.Q. 1.2n 1.2n Ol Qom a7m 0.6m WATER SERVICE LINES$ LINE
HAVE A MG MUM 6 t/2 FOOT COVER MEASURED TO
THE EXISTING GROUND SURFACE ILL SLOPE.
THAT COVER SHALL BE
NEW 6"AUXILIARY GATE VALVE M CEMER urvE STREET GRADE WHEN sERVDCE LINES ARE WD 0 A STREET TIDE WHICH HAS Ary UPHILL SLOPE. WATER SERvICE uN
1.2n 1.2m I.4m 1.4m I.1m I.Q. Qem 0.7m SHAu HAVE A MAXIMUM 7 1/2 FOOT COVER AT CURB STOP.
10m 1.2m 20m I.S. I4m 1 om I01D 7m MIN.1/2 CUBIC YARD WASHED GRAVEL FLANGE JOINT DRAWINGS OR AS SPECIFIED.
NOTES. -MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCK BE 1'DIX NXXIMUN WITHIN 6"OF SERVICE PIPE.
1.THESE ABLES ARE BASED ON ISO P9(1030 ba)MART PRESSURE 2 WW ALL Fn7MIS WIN ROL rim. 4. wsmil CURB MR So THAT oPERANNG KEY IS PAxAucL To STREET IN OFF-WERITION,
2000)SF(Woo Rp/mW)SOR.BEARING PRESSURE NEw tx 27 6
MODIFIED
NTANA PUBLIC'WORKS SCALE: THRUST BLOCKING nAHB QTAMNO CITY OF BOZEMAN SCALE: NO. 02660-4 CITY OF BOZEMAN SCALE: WATER SERVICE LINE CITY OF BOZEMAN SCALE: N0. 02660-7
FIRE HYDRANT N0. 02660-6 TYPICAL BLOWOFF
;AND SPECIFICATIONS ONE FOR WATER MAIN FI7TING5 N0.026 0-1 STANDARD DRAWING NONE FEB 2008 STANDARD DRAWING NONE DEC 2003 STANDARD DRAWING NONE Dec. 2003
VERIFY SCALE REVISIONS �• DRAWN BY:JRM PROJECT NUMBER
THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHK'D.BY:JRM PHASE 4F-THE CROSSING 1139.001
REDUCED,LINE BE
MEASURES ONE INCHH ON 1 RECORD DRAWINGS 11-25-16 JRM
O INFRASTRUCTURE IMPROVEMENTS SHEET NUMBER
ORIGINAL Druw1NG. Engineering Ly{RlgTppHER APPR.BY:CMW BOZEMAN MT
NESIS204 N.11th Ave.
DI
�7 M.WASIA DATE:07/2016
Bozeman,MT 59715 o DRAWING NUMBER
r Design 10958 PE
NGINEERING, INC Piennin Phone:(406)581-3319 QUA.REVIEW
MODIFY SCALE ACCORDINGLY g Fs 4'OISTeaE�" BY: SEWER&WATER DETAILS p_1
H:\1139\001VACAD\SHEETS\AS-BUILTS\DETAILS-AB.dwg Plotted bychristopherwasia on 1213/201610:47AM -GHT C GENESIS ENGINEERING,INC.2016 �NAI DATE:
INLET CASTING INLET CASTING
NEENAH R-3004OR -L, NE PAN R-3067-L,
BEJIWE&]030 OR
DEFTER 2d4]L,OR EJIW 7030 OR RIM ELEVATION FINISXEDORADE RAISE
D&L -351] DEFTER 2d4]L.OR =4T4T.00' 0.5'ABSTROD OF
TRANSITION CURB&GUTTER D&L -351] 24"SLOTTED--
TO MATCH INLET CASTING TRANSITION CURB&GUTTER MPNHOWTHC COVE \ STRUCTURE
(TYPICAL FOR ALL INLETS) a;- '.� TO MATCH INLET CASTING \
(TYPICAL FOR ALL INLETS) �. .y BE SET VERTICAL
1'PM OUTLET
PRECAST CONCRETE, 1. .�-' PRECAST CONCRETE, PIPE
M-3000 OR C-3000 M-3000 OR C-3000
VARIABLE(3 MIN) j,. .f VARIABLE(3'MIN.) 1 PVC PIPE WITX
t♦.. ••' ORATEAND MITERED
3-0" NO.4 BARS AT 12"CENTERS 3-0 NO. ENO TO MATCH SLOPE FINISHED GRADE
MAX.,SPACED EOBALLY N0.4 BARS AT 12"CENTERS
• MAX.,SPACED EQUALLY 0 OM OF POND 0.59,MIN
LEV- A
LE INVERT AT
�_ BOTTOM OF POND
�4'-0" 4'-0' ELEV. 12"
6-8"PITRUN RIPRAP
jv
FRONT VIEW FRONT VIEW 12"MIN
DROP FRONT OF aa"TYP ?;r,,? F.E.S.JOINT
4"MINIMUM,]"MAXIMUM OPENING DROP FRONT OF 4"MINIMUM,]"MAXIMUM OPENING -
INLET E LOW
qT
TBC GOT1 RO709.26' INLET 0.08'TO TBC ELEV=4709.26' S DE VIEW NON-WOVEN
ASSURE LOWMooTH Roo ASSURE LOWs/8"SMOOTH ROD SEPARATION
POINTT NTEREDF IN EPENING]030 POINT CENTERED IN OPENINGFABRIC GLAY RCP /F.E.S.
) (EXCEPT FOR EJIW]030) PLUG
FFSET ALLOWED FOR1"MAX OFFSET ALLOWED FOR
ACK PIECE ADJUSTMENT CASTING BACK PIECE ADJUSTMENTSLOTWIDw.to• DITCH BOTTOM
VARIABLE H 2'-0" • NLET PIPEUTLET PIPEEND OF F.E.S.TO SIT
ON NATIVE GROUND OR
INV IN=4706.20' INV IN=4706.00' 12"BELOW PIPE BEDDING TO PROVIDE
INV OUT=4706.20' INV OUT=4706.00' CLAY PLUG TO BE 8'WIDESTRUCTURALSUPPORT
+ MINIMUM(PERPINDICULARTO PIPE)
ND GUTTER TO BE WARPED CURB AND GUTTER TO BE WARPED
9 • TO MATCH INLET. ,- 9" •'. TO MATCH INLET.
Y DESIGNERS WILL PROVIDE ADDITIONAL DESIGNERS WILL PROVIDE ADDITIONAL CLAY PLUG DETAIL
BLOCK OUT FOR DESIGN DETAILS TO FIT SPECIFIC BLOCK OUT FOR
•,� • `'a '�' .a„ ..• • DESIGN DETAILS TO FIT SPECIFIC
OUTLET PIPE - V CONDITIONS. OUTLET PIPE - CONDITIONS.
12"A2000 PVC,TYP 12"A2000 PVC,ttP
SDMH#2 WAS INSTALLED AS
A48"ROUND MANHOLE TOP VIEW
SIDE VIEW SIDE VIEW
*W/PROJECT SPECIFIC MODIFICATIONS *W/PROJECT SPECIFIC MODIFICATIONS
SDMH#2 SDMH#1 TYPICAL CONCRETE
SCALE: 702720—IB
CITY OF BOZEMAN SCALE: ^^ ` NO. 02720-1A CITY OF BOZEMAN SCALE: STANDARD SQUARE N0. 02720-1A NONE OUTLET STRUCTURE FOR
NONE STORM"DRAIN^INLET Dec. 2003 NONE STORM DRAIN INLET Dec. 2003 STORMWATER DETENTION PONDS
STANDARD DRAWING 48"ROUND INLET STANDARD DRAWING
Rev MAR 2006 Rev MAR 2006
RECORD DRAWINGS
VERIFY SCALE REVISIONS �' DRAWN BY:JRM PROJECT NUMBER
THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHK'D.BY:JRM PHASE 4F-THE CROSSING 1139.001
REDUCED.ONE NE BELOW
1 CHANGED OUTLET PIPE SIZE 09/01/16 JRM 'r
MEASURES ONE INCH ON INFRASTRUCTURE IMPROVEMENTS HEFT NUMBER
ORIGINAL DRAWING. �I/� EnffIDEEIlOg "a�C M.WAPHER d APPR.BY:CMW BOZEMAN MT
2 RECORD DRAWINGS 11-25-16 JRM 204 N.11th Ave. G!
Consulting M. PE DATE:07/2016
Design Bozeman,MT 59715 OOt 10959 PE DRAWING NUMBER
MODIFY SCALE ACCORDINGLY NGWEERING, INC Planning Phone:(406)581-3319 �s o � � Q.A.REVIEW
artLw� By. STORM DETAILS p_'L
H:\1139\001\HCAD\SHEETS4AS-BUILTS\DETAILS-AB.dwg Plotted bychristopherwasia on 12/3/201610:46AM 7fie TBe innin o aiYety StanQardo Commitment COPYRIGHT 0 GENESIS ENGINEERING,ING 20T6 �INA1" DATE:
R = 15' A
a
s.a"(O.a5') �e OF ' cSurface
a
24" ", •,
B' I B
Std.Trench Bazkfill
r�kart3�aL� _I a C -:
y TOPSOIL a 3"R 5• C Trench Plug Material
d �a.T sLwE A aa"AA
%\ ° 5 SIDx 5 I'E °°.J
12 j "d °> , S .LANSIIN anyry 20 M>X. K(lTR) $elect Pir BCrWmg
�/� 24 M' -
�g.. /\ <ad °. -Qaa < c - ° 1' SCALE: 1" -5' \ -
O O c USE YIELD \`-
O Co)
O O O O O O O O O O O O O O EL s i/z aLw.Ow.)
O O O O O O O O O O O O O O O BOttnm of Tre h
CRUSHED GRAVEL O O O O O O O O O O O O O O O O ARROWS FROM O 1 a no
Type t Haddmg
BASE-3"MIN, O O O O O O O O O O O O O O O
O O O O O O O O O O O O o 0 0 0 2' DETAIL 02581.1
T29�Nh1te-Slop--tine CONCRETE suRFACE I A I
SUB-BASE COURSE
A5 REQUIRED School Crossing f w�"ARnRneosu Erne-NruCLEDwWun BBEraCTABLE ���Ra+sla+ Flow Ime
-2 n TB THE 5.
xir THE MORE THAN s�`OdvFwROM°uEeTE EErF FLOW
aloe a LOcn
Mav a mPicni noH)
COMPACTED SUBGRADE
- < REINFORCEAA IN 1 MFE1/2 b../
8' SectionA A
FlBEFORCE CONCRETE A RATE IF 1 1/2 WITH _
ICOI OR wlm 6.6.10 GeuOE WIRE MESH TYP 12"�1 1I2" Sid.Trench Backfill
TOP OF CURB L
TMrv51nON i0 NORMAL 61DEwN1�
6.. ��y^ a/a. aCE
ELEVATION. DISTANCE VARIES. • ,
- 'DER t'SLOPE r3 a-PER 1'SLOPE SIDEWALK -1,Well
ER 1 SLOPE v i'%i ',',
6• '2^F 5'SIDEWALK 5.5" NO LIP Trench Wall •,,',• • ,�rT
Et::
VARIES LANDING 1 FLOW FIRE SECTION B-B 5.5"
NO LIP S.3r// NO SCALE
f " Plug Limit -Plug Limit
DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB -.j
I� 6" Cu- z 1�x�0urruszm
MUTEST t 6"CONCRETE w� 10
or base course I sernoR s
1. Subgrade compaction shall conform to section 02230 (M.P.W. Specs., 1996 ed.) RAMP 3"c vEL BASE(ttP.) \
2. Contraction joints shall be placed at 10intervals and shall have a minimum depth of 3/4' NOTES. SECTION A-A \�
and minimum width of 1/8". l LI)THE LOCATION OF THE CROSSWALK NO SCALE
LINES ARE DEPENDENT UPON LOCATION
3. 1/2"expansion joint material shall be placed at all P.C.s, P.T.s, curb returns and at not more OF THE SIDEWALKS. SECTION C-C
than 300' intervals. The expansion material shall extend through the full depth of the curb o l (2)USE YIELD LINE FOR UNCONTROLLED
and utter. CROSSINGS,STOP LINE FOR CONTROLLED NO SCALE 411cm
9 CONSTRUCTION NOTES: ( )
4. ep curb and gutter shall be placed without a final form inspection by the City Engineer or his CROSSINGS(SEE STANDARD DRAWING i sthnP,:d evplres to new conso-uctron,with m taro a 5%ens min.5.s'boweverae. /
representative entative. e I 02581-1) 2. Romp ens orb can be pouree monoftnicallye%- Plu Limit J
5. Concrete shall be Class M-4000. 6. Crushed gravel base shall meet the requirements of S. Storm eroln inlets snau be consDu uxl'uvstream or Temps. Altsmot�ve locetions vs,matse Dory uvon city Eng,neer's evprovol. m K TrenchB Bell-
5. L oI
a. sld wrath snml bs 5'm�nlm„m. 3'(90 c ) L3'(90 cm)
( ) orb and gutter replacement washed rock s. s�aewelx«ors-stoves snml not e.cssa zr..Section 02235 (MR SPECS, 2003 ed. For c p projects,
may be used for the gravel base.
CITY OF BOZEMAN SCALE: TYPICAL PAVEMENT MARKINGS NO. 02581-2 BOULEVARD SIDEWALK NO. 02529-8 REAM:10/21/02
CITY OF BOZEMAN SCALE: INTEGRAL CONCRETE NO. 02528-1 FOR SCHOOL CROSSINGS FEB. 1996 CITY OF BOZEMAN SCALE: PERPENDICULAR
STANDARD DRAWING NONE TYPE "B" CROSSINGS AS SHOWN PEDESTRIAN RAMP NOV. 1995 MONTANA PUBLIC WORKS SCALE: THEN CH PLUG 140. m0RAMNc
STANDARD DRAWING NONE CURB & GUTTER Revised ( ) Revised April 2013 STANDARD DRAWING (15'MAX.RADIUS/5.5'MIN.BOULEVARD) Revised April Zoos
Mar. 2006 - - STANDARD SPECIFICATIONS NONE EXCAVATION DETAIL STANN0.02222-1
CITY OF BOZEMAN SIDEWALK AND DRIVEWAY SPECIFICATIONS FLAT BLADE
STREET NAME REGULATORY SIGN BL4NK AS PER
SIGN BLANKS MUTCD STANDARDS,SIZE AS
1. Standard sidewalk location shall be one foot from property lines and within the public MOUNTED BACK TO SEE SECTION SPECIFIED ON PLANS
P oP tlY P T �09810 2.2 FOR
BACK ON POST SIGN SIZES
right-of--way. Deviations from the standard location shall be within accordance with the City of \ 1
Bozeman's Sidewalk Policy. All sidewalks shall be five feet in width unless otherwise specified _
by the City Engineer. Construction of sidewalks,drive approaches,and curb and gutter shall be
in accordance with Montana Public Works Standard Specifications and as specified herein.
2'MIN. - �� - -
2. All concrete sidewalks constructed across vehicular tratlic lanes shall be a minimum of MIN:
six(6)inches in thickness. Driveway aprons shall also be a minimum of six(6)inches in 10 2 PREFORATED n
thickness. All other sidewalks shall be a minimum of four(4)inches in thickness. ouARE mR Re T _ v
PPROVED EQUAL) ]'MIN. 1'FROM EDGE OF GUTTER OR
3. All base course for driveway approaches and sidewalks shall be 1'z"minus washed rock FACE of VERTICAL CURB
The base course shall be a minimum of three(3)inches thick under sidewalks and driveway \-
aprons and six(6)inches thick under curb and gutter sections. L- L- 8" White StondOrd--,,,,, T
24".White
4. The grade of the sidewalk is to be established by a uniform slope ofone-quarter(I inch
Stop Line3:
per foot rise from the top of the adjacent full-height curb. The uniform slope specified shall a
continue through the sidewalk section and to the club to ensure drainage to the street. ATTACH SIGNS TO POST WITH 3s DRIVE RIVETS (MIN. 2 PER
SIGN)
5. The maximum driveway throat widths are as follows: residential access-24 feet; STREET MARKER SIGN REGULATORY SIGN
commercial access-35 feet;industrial access-40 feet. For shared approaches for 3�
condominium,townhouse,or duplex units,the maximum driveway throat width is 40 feet. Any e �PosT U GAUGE
a cnucE
2"PREFOR SQUARE TUBE
> Standard
existing full-height curb and gutter section shall be removed and replaced as one complete FASTEN POST TO SLEEVE WITH%,"CORNER BOLT Q
section with the construction of a new driveway approach. Al)Oroved contractors may be (A325) 1)i"ABOVE FINISH GRACE INSERT BOLT
IMPACT-
permitted to sawcut existing full-height curb to provide drop-curbs curbs for approaches. A-Core Inc. FINISH GRADE z HEAD FROM oPPosNE SIDE or OPPOSITE
SIDE. IMPACT.
p g gh pr p- appl ) n INSERT DRIVE RIVET INTO OPPOSITE SIDE.
is an approved concrete cutting contractor. I Q
6. Concrete(air-entrained)shall have a minimum compressive strength of 4000 psi on a 28- 2 Y"x 30.12 GAUGE NON-PREFORATED
} SQUARE TUBE SIGN POST SLEEVE(TELSPAR
day test,using 6 sacks of cement per cubic yard of concrete with a maximum water content of 6 5' TYP OUIK PUNCH"OR APPROVED EQUAL)
SEE 1'2' No"*
gallons per sack of cement. VARIES NOTE 2 1 I I (I)THE LOG-a OF THE CROSSWALK
-2% SLOPE ALL SLEEVES AND SIGN 2a U ONES ARE DEPENDENT UPON LOCATION O
� POSTS SHALL BE INSTALLED INSERT SIGN POST 18'INTO SLEEVE 3 OF THE SIDEWALKS.
7. Convtmction joints one(1)inch in depth shall be placed every five(5)feet,and PLUMB. (2)4'MINIMUM FOR SINGLE LANE
expansionjoints shall be placed every twenty-five(25)feet in sidewalks. Expansion joint PROPERTY "` * I APPROACHES.FOR MU171-LANE
LINE - Y APPROACHES.SETBACK BASED ON
material shall be one-half inch thick pre-formed bituminous treated fiberboard filler. M-4000 CONCRETE ANCHOR ENGNEERING DESIGN, V
Construction joints for curb and titter shall be laced at ten 10 foot intervals and shall have a 3" MIN GRAVEL BASE White (3)USE YIELD LINE FOR
g P ( ) I I
minimumdepth of 3/4"and minimum width of 1/8". Half-inch expansion joint material shall be ��a"� Yield Line UNCONTROLLED CROSSINGS,STOP
4000 CONCRETE LINES FOR CONTROLLED CROSSINGS.placed at all points of curvature and tangency,curb returns,and where new concrete abuts 4"THICK M- USE THESE YIELD
existing concrete. The expansion material shall extend through the full depth of the curb and SIGN POST FOUNDATION DETAIL ARROWS FOR
gutter. 5' CONCRETE CROSSWALK
SIDEWALK TYPICAL PAVEMENT MARKINGS 8. A representative from the City Engineer's Office must inspect all forms and base CITY OF BOZEMAN SCALE: SIGN INSTALLATION NO. 09810-1 CITY OF BOZEMAN SCALE: NO" 02581-1
course before concrete ispomcdinthepublicright-of-way. Phone582-2280toschedule NONE STANDARDS AUG. 1994 STANDARD DRAWING NONE FOR PEDESTRIAN CROSSINGS FEB. 1996
STANDARD DRAWING (TYPE "A" CROSSINGS) Revised April 2013
inspections a minimum of 4 hours to pouring. ReYised s/2ao2
VERIFY SCALE REVISIONS �• DRAWN BY:JRM PROJECT NUMBER
THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHK'D.BY:JRM PHASE 4F-THE CROSSING 1139.001
REDUCED.LINE BELOW 1 UPDATED PER 05/29/15 C.O.B.COMMENTS 06/01/15 JRM ` INFRASTRUCTURE IMPROVEMENTS SHEET NUMBER
MEASURES ONE INCH ON
ORIGINAL DRAWING. /� EnfflOeSllOg •p C M.WAPHER IY APPR.BY:CMW BOZEMAN MT
2 RECORD DRAWINGS 11-25-16 JRM N E f� I ze N.11th Ave. G!
VAT Consulting � M.W'�lA DATE:07/2016
' I Design Bozeman,MT 59715 OOt 10959 PE DRAWING NUMBER
MODIFY SCALE ACCORDINGLY NGINEERING, INC Planning Phone:(406)581-3319 �s G are � � Q.A.REVIEW
al BY. ROAD DETAILS D_3
H:\1139\001\ACAD\SHEETS4IS-BUILTS\DETAILS-AB.dwg Plotted bychristopherwasia on 12/3/201610:44AM 7fiecBe innin D aiVety Standardo Commitment COPYRIGHT 0 GENESIS ENGINEERING,INC.2016 ONAt- DATE:
I--9UTF/ 001(AT VEGETATIVE BUFFER
WRAP STRAW ROLL AROUND EDGE OF CULVERT r 1 1 INTER CTION v Ro I
ROUGHLY D LEGEND
AWAY FROM THE CULVERT EDGE, I WAY I \`
THROUGH DITCH ON THE UPSTREAM EDGE of THE /I' I1 AN RING—
A \CULVERT,AND DEAD-END BOTH ENDS INTO /I i I 0IT ) ----- FUTURE PHASE 4G \\ �.�� SILT FENCE OR STRAW WATTLE
FILL SLOPE
4'MAX DIVERSION HUMP. I I 11 ------ \ I DISCHARGE ARQ� DISTURBED AREA
DEWATERING TO ^��
ROAD UNDISTURBED eOG J�"� CONSTRUCTION ENTRANCE
y I I
9 M' / I a
9
�0 `
90 LL I / I I / THIS AREA WITHIN INLET PROTECTION
\ GROUND WIT ,y
y c \ I 3 RY
v v1 - CURBSOCK
i e
',w --- I VEGETATIVE BUFFER_ � II II I INSTALL 180 LF
e,p11 e e K it I li J
L -----
v -��I �i ' -
ul SILT FENCE
ti
DIVERSION HUMP \ 1 I \ \I I ' -_-_ OF _
W
CUT SLOPE
CMP CULVERT 1 I I \ \ \
UNLESS OTHERWISE NOTED
\ I II \
NOTE:CULVERTS AT LOW POINTS WON'T HAVE DIVERSION HUMPS SO WRAP STRAW ROLL AS I I I `\ \ \ - - EXISTING GRAVEL TRAIL
SHOWN BUT CONNECT THE TWO ENDS TOGETHER OUTSIDE OF THE DITCH BOTTOM. I I I II `� FINISHED GROUND \ \\ \ Iy INST LL \\
INLET PROTECTION I j FLOW A� OWS 9\ DETENTIO
POND PER \ INSTALL FILTER FABRIC OVER INTAKE UNTIL
1 II \ \ \ \ SHEET ST-1 / CONSTRU N COMPLETED AND FINAL
I
1 1 — I \ \ \\ \\ STAB REACHED.
NOTES: 1 I I \ 1 /
1.CONTAINMENT MUST BE OF 1 1 —T \ \ 1 /
SUFFICIENT VOLUME TO00UT LL
10, COMPLETELY CONTAIN THE O
LIQUID WASTES GENERATED. I —I _ II \ %w .71ll �\ ♦O \ ---,\ 1 \ , i �I W , %%//
2.WASHOUT MUST BE CLEANED OR
INSTALL SILT FENCE,STRAW A NEW FACILITY CONSTRUCTED
WATTLE,OR COMPACTED AND READY ONCE WASHOUT IS \I — I r� ---- II 1\\\\`\ ' INSTALL
EARTHEN BERM 75%FULL.10,
APP
PIPE
XMATEIK FOR
TREN IN �L�\DEW NG \INLET,r iO r fEI CTION- �
-- UNOF R HE IN
TEMPORARY ' �
� A�
'
GRAVIIEL
CUL-DE-S/C 1 I r 1 I 1 1 I v $I
1+Off +00 °w
I \
12• `\ \ s�-- _ - Ass
w
INSTALL
CONCRETE WASHOUT --
I j I I / � ` � CONSTRUCTION
ENTRANCE
IN�T�4LI,�--
CONPR15TE
WASHOUTIIPIT
INSTAL
-
li`, IN2
i V' v Cmi i r II EXIITIN DIRT r PhOTECT T!v I r IIIIIIIII I�llj/ 1 I A �S� VIC���a mid u1
0�OT BE
REGLAI �D
J LE TH• X �� s p r� / r / / / I 11//ll 111 II —
' ( �� 'O ''m� lillrl//I III INSTALL 80 LF
v o i - li v 1' v J I r�I Ilgu'I III/Il /OF SILT FENCE
1 a ' I A 1 1 / I la: nlhlll lglrr / IA,A
3-6"ANGULAR ROOKr� v 5'
LASTING 'K I�E / A I A STAGING i 1 1( r I / I tv U ili!Gilil '/%r / tir
\ I I STOCKPI
TING
MIN. 25' jAREA
RADIUS r II EXIy� x /
NDERLYING I i ROCK PILE
FILTER FABRIC AS PER SECTION 02110 SI / </
SPRING DITCH
VEHICLE TRACKING PAD
14"THICKNESS OF 3"-6"WASHED ROCK
MIN LENGTHS MIN WIDTH" DISTURBED�REA I `� \\ \' l'//j if �V� �� \\ DAR'C 1---___ NATURAL DRAINAGE
RESIDENTIAL 30 FEET 15 FEET (-•3.9 AGES) I / 1 i 1 \ \ pJECT BOON 1 WHICH CATCHES
COMMERCIAL 60 FEET 25 FEET 1� I / \ \\ 1
/ / 1 / I A \ V 1 � R 1 RUNOFF BEFORE IT
ENTERS THE SPRING /
DITCH
USE
ALL VEHICLES ENTERING AND EXMNG THE CONSTRUCTION AND/OR BUILDING SITE SHALL TRAVERSE THE VEHICLE \\ I \\
TRACKING PAD TO MINIMIZE MUD AID DIRT FROM TRACKING OFF SITE. \ _ A. \ �Y \ `� !.'r
N \ \ ? NOTE:WIRE MESH SUPPORT FENCE
m / I VEGETATVE BUFFER IS 2"2"14-GUAGE
MAINTENANCE \ I ml 1 - I � EXISTINGa \ \\ O WIRE MESH FENCING
THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT THE TRACKING OF OR ROW OF \ Z \£\ - y\ 1/ �/ SILT FENCE FABRIC
MUO ONTO PUBLIC RIGHT Or WAYS. PERIODIC TOP DRESSING WITH 2•STONE MY BE REWIRED,AS \ I��Il\- I/� PIT PPLE 1 1 \\ �\ U POST(2'%2°NOMINAL) ANCHORED IN TRENCH
CONDITIONS DEMAND. THE CONTRACTOR SHALL IMMEDIATELY REMOVE ALL DEBRIS SPILLED,DROPPED,WASHED 4 1 1 A, 1 1 Q AND FIRMLY ATTACHED
\ t EXISTING PITRUN PILE Q TO POST AND WIRE
OR TRACKED,FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS. 1 - - i 1; I \ j \ p1 6 ,. MESH SUP ORT FENCE
WASHII1a I 1 m1 \\ G30,
SILT FABRIC MAX MN. B"x B"
IF CONDTONS ON THE SRE ARE SUCH THAT MOST Or THE MUD IS NOT REMOVED FROM THE VEHICLES TIRES I �1 1 \\ \ / � STAPLED i0 3 TRENCH
BY CONTACT WITH THE GRAVEL THEN THE TIRES MUST BE WASHED OFF EN BEFORE THE VEHICLES ENTER A G 1 \ \ AJ POSTS MIN.
PUBLIC ROOD. THE WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO A SETTUNC AREA TO ,��\ A ; 1 � � / `� Q FLOW
REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE CONVENIENT AID EFFECTIVE. \ \ �I I 1 J _ M48
IN
\I y I I 1 ellel hell�I-
AREA
INSTALLATION
�B III
1H Of ENTRANCE SHOULD BE CLEARED OF ALL VEGE FUTURE PHASE 4H DOMPACTED FATON,R0015.AND OTHER OBJECTIONABLE 1 �\ m I BACKFILL
WEAREA MIN u
MATERUL. THE GRAVEL SHALL BE PLACED TO THE SPECIFIED DIMENSIONS. ANY DRAINAGE FACILITIES \ 1\ SILT FENCE LV FIIk
REWIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED ACCORDING TO SPEcin IWS ON THE PLANS. \\ 1\ O1'O\ 30 GRAPHICC SCALE
30 FABRIC .IIrF
ANCHORED
CITY OF BOZEMAN SCALE: �___ RMY�TO HPOST �e'*�II„ 8Ex C8
NO 01500-1 1 R E C O D D RAW I N G S ( IN FEET) IAND N TRENCH Oµ
NONE VEHICLE TRACKING CONTROL NO.
2011 <\ 1 LXGet,j7= 30 ft
STANDARD DRAWING \ \ 11^xn^:1^=so tt SILT FENCE
VERIFY SCALE REVISIONS DRAWN BY:JRM PROJECT NUMBER
THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHK'D.BY:CMW PHASE 4F-THE CROSSING 1139.001
REDUCED.
ONELINEINCH
ON 1 UPDATED PER 09/23/16 COMMENTS BY CITY STORMWATER 09/23/16 JRM INFRASTRUCTURE IMPROVEMENTS SHEET NUMBER
O MEASURES ONE IN
oRIGINAL DRAWING. Engineering APPR.BY:JRM BOZEMAN MT
2 RECORD DRAWINGS 11-25-16 JRM - NESIS
Consulting 204 N.11th Ave.
Design Bozeman,MT 59715 DATE:07/2016 DRAWING NUMBER
MODIFYSCALEACCORDINGLV NGINEERING, INCPlanning Phone:(406)581-3319 Q.A.REVIEW
BY: EROSION CONTROL PLAN
I EC-1
H:\1139\001WCAD\SHEETS\AS-BUILTS\EC-1-AB.dwg Plotted by Christopher wasia on 1 2/31201 6 10:33 AM BB inn' mitment COPYRIGHT 0 GENESIS ENGINEERING,INC.2016 DATE:
\$
FUTURE PHASE 4G
---
yl\\\\� EXISTING GRAVEL TRAIL
' SOME OF G DIfJ6yN B CK YARD \\ \ SEE HEET ST
IF-1ATIONS FO
\ \ �'POND EC IC
WILL BE COM TED RING \ _ _
CONSTRUCTION HO SE
FINISHED CENTERLINE GRADE FOR
VAQUERO PARKWAY FROM TD&H `�
"MASTER UTILITY PLAN"DATED 3/7113
1 I \ 1
Lp
,\I —
TEMPORARY GRAVEL CUL-DE-SAC Ili I II / I , —
\
-94
I _
ess— — _
4 ------- — �— —
I
\\
� / l � Imo' � I I I V / , / _ _ A // � 1 II/II// l Ilp I l v �9 A •. / //P
Q m
RO �,
EXI�DT
BE
RE6LAI €D
/'s O c //�
13 ,/ \
<11 ,
EXISTING RON�K PILE
SOMEOF DI G NBACKYARDS SPRING DITCH /i ,li pair' O
D _\ \ I /\ �• I i e
WILL BE PLET DURING
CONS ION 0 H USE OA
BOUN
\
\ I ZI y\ 1,� `\ a 100-YEAR FLOODPLAIN FROM
11 \ 8 (J-511)PLAT OF THE CROSSING 2
EXISTING ROCK PILE SUBDIVISION BY TD&H,2013
1 I II 11 V
I p
GRADING NOTES: \P FUTURE PHASE 4H
FINISHED FLOOR ELEVATIONS OF HOUSES SHAL 11 al GRAPHIC SCALE
A 30 0 15 30
BE A MINIMUM E 1'ABOVE THE TBC AT THE--
INRECORD DRAWINGS nFEET)
CENTER OF THE LOT OR AS SPECIFIE LO `-- 1� �\ iNch= 30 it
REGULATIONS. a 1rx17":1=son
VERIFY SCALE REVISIONS N�. DRAWN BY:JRM PROJECT NUMBER
THESE PRINTS MAY BE NO. DESCRIPTION DATE PHASE 4F-THE CROSSING 1139.001
REDUCED,LINE BELOW 1 RECORD DRAWINGS 11-25-16 JRM CHK'D.BY:JRM
MEASURES ONE INCH ON INFRASTRUCTURE IMPROVEMENTS SHEET NUMBER
ORIGINAL DRAWING. Engineering C1iRISTOPHER pG APPR.BY:CMW BOZEMAN MT
NESISConsulting 204 N.11 th Ave. M.WASIA fY
Design Bozeman,MT 59715 O 10959 PE DATE:07/2016 DRAWING NUMBER
j Plannin Phone:(406)581-3319 '� U.A.REVIEW
MODIFY SCALE ACCORDINGLY NGINEERING, INC g ass FQ/sreaE°, BY: GRADING&DRAINAGE PLAN GID
H:\1139\0014ACAD\SHEETS\AS-BUILTS\GD-1-AB.dwg Plotted by christopherwasia on 1213/201610:38 AM OtAinnim o aWew St4ndar6 Commitment COPYRIGHT®GENESIS ENGINEERING,INC.1111 �OiVA1. DATE:
i I
I I VON v OI �-01 ON 13 1� SEED TAIL BELOW
� I INSTALL
3 i i CROSSWALK
IGNS
d \\ INSTALLADVANCE /^ ] GRAPHIC SCALE
WARNING U/U 30 0 s 30
00 aw 1+0� TSCHACHE LA E w +00 3+00 w ew CROSSWALK SIGN (IN FE )
a e w w ew e e . aw 1 inch- 30 ft.
I — � RHERD
a�
1 'TYP \ \\
EXISTING
\� \S\PiS\EET SIGN
\ /
A NG N[) INSTALL"NO PARKING
III m c C SSWALK S GN BET EEN BESIGNS"RROW RIGHT
EAD REMOVE(3)DEAD �v v � �°+� ,!�� Vpi� • i,�'�
IC �,01 4 2 �01 END SIGNS\\ \\ \"� x `— sf/•'l i /i�i
n
m In VO'C 3 LO INSTALL"NO PARKING
s z BETWEEN SIGNS" \ \
I m ARROW LEFT PRRKNG \ \\\
y AV BETWEEN \ �/ •,� `
I I� O SIGNS 'yl �F �
I 20 a i
I
I
s EXISTING
G / STOP/STREET SIGN
PA T CURB WITH
LOW EPDXY
20'TYP.
20'TP.
CROSSWALK SIGN
8 8W
. —IN CRSTAL OL_ SSWALK�
STRIPING AN AR
.SS PER DETAIL 02581-2&
. 02581-1,SHEET D-3
8 tSs
20'TYP
20'TYP.
CRO S K SIG
PAINT CURB WITH
YELLOW EPDXY
GRAPHIC SCA
NFE.T>, RECORD DRAWINGS
1 inch 10 tt.
11"X17":1"=20 ft
VERIFY SCALE REVISIONS . DRAWN BY:JRM PROJECT NUMBER
THESE PRINTS MAYBE
NO. DESCRIPTION DATE BY PHASE 4F-THE CROSSING 1139.001
CHK'D.BY:JRM
REDUCED.LINE BELOW 1 UPDATE PER 8/25/16 CITY COMMENT LETTER OS-25-16 JRM INFRASTRUCTURE IMPROVEMENTS SHEET NUMBER
MEASURES ONE INCH.
oRIGINU DRAWING. SISEngineering 'U C M.WAPHER APPR.BY:CMW BOZEMAN MT
2 RECORD DRAWINGS 11-25-16 JRM — 204 N.11th Ave.
Consigng �t M.WASIA DATE:07/2016
Design Bozeman,MT 59715 '�,O; 10858 PE DRAWING NUMBER
Phone:(406)581-3319
MODIFY SCALE ACCORDINGLY NGINEERING, INC Planning ��ss Fof B . REVIEW STRIPING/SIGNS-TSCHACHE LANE SIGN-1
srea
H:\1139\001WCAD\SHEETS\AS-BUILTS\SIGN-I-AB.dwg Plotted bychristopherwasia on 12131201610:39AM 'C(ie Beinnin o aNm Stanaardo Commitment COPYRIGHT®GENESIS ENGINEERING,INC.2016 TONAL DATE: