HomeMy WebLinkAboutCattail & Max Intersection Roundabout Infrastructure Improvements - As Builts INFRASTRUCTURE
FOR
CATTAIL ST. AND MAX AVE, ROUNDABOUT
AND LIGHTING IMPROVEMENTS
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3 CO.1 GENERAL NOTES AND INDEX
C1.0 EXISTING SITE AND DEMOLITION
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C2.0-C2.1 ROUNDABOUT PLAN & PROFILE
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C2.2 GRADING PLAN 0 0
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BENCHMARK C6.0-C6.2 DETAILS 0 N
HYDRANT Si ental Trail 0 0 0
4688.48 ¢ El-E5 LIGHTING IMPROVEMENTS
Cattail Street.
Cottai St.
Blondie St.
Orville Way
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VICINITY MAP
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Civil Engineering by: IT q
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ICY ADISON JENGIN]E]ERING
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895 TECHNOLOGY ELVD,SUITE 203 '"t1t4►►+°2�`
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COVIER SHEET
I. I EXT'G 30' WIDE UTILITY EASEMENT - «F.-i.-,. ,. ' EXT'G 20' WIDE UTILITY EASEMENT
I \ 1 J PER PLAT J-423 EXT'G 12' WIDE PUBLIC UTILITY PER PLAT J-423 >
II I, 4 EXT'G 38' WIDE
EXT'G 12 & 30 EASEMENT 4STREAM CORRIDOR PER ( I 3 w s a
WIDE UTILITY 1 PER PLAT J-423 'y
sol-.---:;n �..... FUTURE UTURE_ ' PLAT J-4EXT'G 50' WIDE GALLAT�d lr 3 a c�
EASEMENT
PER PLAT J-423 f'
:v �a BUILDING n{ 1 �� I I I STREAM SETBACK PER CENTER SUB EXT'G 70' WIDE PUBLIC GREENWAY CORRIDOR
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s LOT 12-C I BENCHMARK
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EXISTING lij-x 11 ROUNDABOUT DESIGN z
HYDRANTNE PROPOSED 10' SEE SHEETS C2.0-2.1 SETBACK
PARKING of EXT'G PROPERTY LINE ARROW BOLT WIDE SIDEWALK SETBACK
EXT'G 8" WATER MAIN I r •-- ( )
1 4671.38 11 11 I w w
$ ( ----- -� ROUNDABOUT SIGNAGE & PAVEMENT MARKINGS - - �' EXT'G 12" WATER MAIN --
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11 _I EASEMENT PER PLAT J-423 - L - I` ~
EXT'G 12' WIDE UTILITY I \
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o F� EASEMENT PER PLAT J 423 -.- - - - _
}- - < - _PAVEMENT MARKING PLAN.
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SEE SHEET 5.0-�: Z a4
EXT'G 8" WATER MAIN
_-Grip- m. l -._ _ -..- ..::. '` D / EXT'G 29' WIDE STREAM CORRIDOR. - - '
ATTAIL STREET -_EXT'G 8" SEWER MAIN_
_ PER PLAT J-__
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423
n) N --- --- EXT'G2"WATER MAIN _ FUTURE ) 11 BENCHMARK _ l
- - - - - - - - - - - - - GALLATIN
-- �-"" �' i SIDEWALK EXISTING CENTER SUB oEHSE� ry0
„<, GALLATIN CENTER HYDRANT SE
o PAVEMENT MARKING PLAN (ARROW BOLT) GALLATIN i l
SEE SHEET 5.0 MINOR SUB 210 EXT'G PROPERTY LINE� 4671.37 � CENTER SUB I
GA]LLATIN CENTER
EXT'G PROPERTY LINE EXT'G 50' WIDE DRAWN BY: EWR
MINOR SUB 210 1 11. �--_1 STREAM SETBACK BENCHMARK HYDRANT BENCHMARKHYDRANT REVIEWED BY: CGB
GENERAL NOTES: - PER PLAT J-423 EXISTING HYDRANT NE EXISTING HYDRANT SE
„I II (ARROWBOLT) (ARROW BOLT) PROJECT ENGINEER: CGB
1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO MONTANA PUBLIC WORKS STANDARDS AND CURRENT CITY OF N-114543.51 E38541.26 N-114606.85 E38803.73 DESIGNED BY: CGB
BOZEMAN MODIFICATIONS. UNLESS OTHERWISE APPROVED BY THE ENGINEER CONSTRUCTION SHALL BE DONE BETWEEN 8:00
A.M. AND 5:00 P.M., MONDAY THROUGH FRIDAY. INSPECTION. 511N. R17FI ATION NO c• EXISTING UTILITY NOTES
2. CONTRACTOR SHALL PROVIDE FOUR SETS OF REVIEWED MATERIAL SUBMITTALS TO DESIGN ENGINEER, WITH INSURANCE 1. CONTRACTOR SHALL NOTIFY CITY OF BOZEMAN PUBLIC WORKS OFFICE AND DESIGN ENGINEER A MINIMUM OF 48
CERTIFICATE AND PERFORMANCE AND PAYMENT BONDS FOR ALL WORK 5 BUSINESS DAYS PRIOR TO THE PRE-CONSTRUCTION HOURS (2 BUSINESS DAY) PRIOR TO START OF CONSTRUCTION. 1. EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION
CONFERENCE. BONDS AND INSURANCE SHALL BE PROVIDED TO THE OWNER. CITY OF BOZEMAN AND MADISON ENGINEERING AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE
SHALL BE NAMED AS ADDITIONAL INSURED. 2. COMPACTION TESTING OF SUBGRADE, BASE COURSE AND ASPHALT REQUIRED FOR ALL LIFTS. CONTRACTOR LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON 0®4
SHALL PROVIDE ACCESS TO INSPECTOR TO COMPLETE THE COMPACTION TESTS. THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT C[�4
3. CONTRACTOR SHALL ATTEND AND PARTICIPATE IN A CITY OF BOZEMAN PRE-CONSTRUCTION CONFERENCE. DESIGN ENGINEER LOCATIONS. _
TO SCHEDULE PRE-CONSTRUCTION CONFERENCE ONCE MATERIAL SUBMITTALS, BONDS AND INSURANCE CERTIFICATES HAVE 3. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER A MINIMUM OF 24 HOURS(1 BUSINESS DAY) PRIOR TO THE r1�1
BEEN SUBMITTED FOR REVIEW. REQUIRED INSPECTIONS. 2. EXISTING UTILITY DEPTHS ARE BASED ON BEST AVAILABLE KNOWLEDGE, CONTRACTOR TO VERIFY DEPTH OF EXISTING
4. CONTRACTOR SHALL APPLY FOR AND PROCURE STREET CUT PERMIT IF NECESSARY. UTILITIES PRIOR TO CONSTRUCTION. IF CONFLICTS EXIST CONTACT DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO RESOLVE
4. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO ALLOW THE INSPECTOR TIME TO CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION.
5. cn
CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES WHERE NEW FACILITIES CROSS OR COMPLETE COMPACTION TESTING. CONTRACTOR SHALL NOT COVER ANY LIFT PRIOR TO COMPAC11ON TESTING BY I "'ppplll F-e
INSPECTOR. LIFTS NOT TESTED WILL NOT B CERTIFIED BY THE DESIGN ENGINEER OR ACCEPTED Y THE CITY.
CONNECT. CONTRACTOR SHALL BE RESPONSIBLE FOR EXPOSING POTENTIAL UTILITY CONFLICTS FAR ENOUGH AHEAD OF - STORM DRAIN Fy
CONSTRUCTION TO MAKE NECESSARY GRADE MODIFICATIONS WITHOUT DELAYING THE WORK. ALL UTILITY CROSSINGS SHALL 5. INSTALLA11ON OF WATER MAINS SHALL BE INSPECTED AND CERTIFIED BY THE DESIGN ENGINEER. CONTRACTOR
BE POTHOLED AS NECESSARY PRIOR TO EXCAVATING OR BORING TO ALLOW THE CONTRACTOR TO PREVENT GRADE OR SHALL NOTIFY DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO ALLOW THE INSPECTOR TIME TO COMPLETE THE 1. ALL STORM DRAIN PIPE SHALL BE LAID STRAIGHT GRADED BETWEEN BEGINNING AND END INVERTS. NO BENDING, A
ALIGNMENT CONFLICTS. REQUIRED INSPECTION. SWEEPING OR DEFLECTIONS ARE ALLOWED. �mq ® �`„I
6. GROUNDWATER IS SHALLOW ON THIS SITE. DE-WATERING WILL LIKELY BE REQUIRED FOR EXCAVATIONS OVER THREE FEET IN 6. NO PIPE, VALVES, BENDS, ETC. SHALL BE BURIED PRIOR TO INSPECTION BY DESIGN ENGINEER. 2. CONTRACTOR SHALL FLUSH AND CLEAN ALL STORM DRAIN PIPE AND MANHOLES AND REMOVE ALL FOREIGN
DEPTH. CONTRACTOR SHALL PREPARE, SUBMIT AND PROCURE A DISCHARGE PERMIT FOR DE-WATERING ACTIVITY PRIOR TO MATERIAL, IF NECESSARY, AS A RESULT OF CONSTRUCTION ACTIVITIES.
THE INSTALLATION OF THE WELLS. 7. PRESSURE, VELOCITY FLUSH, AND BAC-T TESTS ARE REQUIRED FOR THE WATER MAIN AND FIRE SERVICES. ALL owl W
7. AT LEAST 2 BUT NOT MORE THAN 10 BUSINESS DAYS BEFORE BEGINNING ANY EXCAVATION, THE CONTRACTOR SHALL, TESTS SHALL BE PERFORMED BY THE CONTRACTOR AND WITNESSED BY THE DESIGN ENGINEER. CITY OF BOZEMAN SHALL OPERATE THE VALVES. CURBS & SIDEWALKS ® W ACCORDING TO MCA 69-4-501, NOTIFY ALL OWNERS OF UNDERGROUND FACILITIES AND COORDINATE THE WORK NTH THE .
OWNERS OF SUCH UNDERGROUND FACILITIES. THE INFORMATION SHOWN OR INDICATED IN THE CONTRACT DOCUMENTS AND S. CONTRACTOR SHALL PROVIDE ALL MATERIALS. EQUIPMENT AND FACILITIES REQUIRED FOR TESTING ALL UTILITY 1. UNLESS OTHERWISE SHOWN OR INDICATED ON THE DRAWINGS, 6-INCHES NOMINAL CURB EXPOSURE SHALL BE FOR R
CONSTRUCTION PLANS WITH RESPECT TO EXISTING UNDERGROUND FACILITIES IS BASED ON INFORMATION AND DATA OBTAINED PIPING IN ACCORDANCE WITH CITY CONSTRUCTION SPECIFICATIONS. COST OF ALL TESTING SHALL BE BORNE BY ALL CURBING. C
FROM THE OWNERS OF THE FACILITIES WITHOUT FIELD EXPLORATION, AND AS SUCH, OWNER AND ENGINEER ARE NOT THE CONTRACTOR.
RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION OR DATA. 2. CONTRACTOR SHALL CONSTRUCT HANDICAP ACCESS RAMPS AND SIGNAGE IN ACCORDANCE WITH CURRENT ADA
B. CONTRACTOR SHALL COMPLY WITH AND INSTALL ALL NECESSARY EROSION CONTROL DEVICES AS OUTLINED IN THE APPROVED AND LOCAL REQUIREMENTS.
GRADING. PAVING & DRAINAGE
DIED STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND CITY OF BOZEMAN STORM WATER MANAGEMENT PERMIT. 1. UNLESS OTHERWISE NOTED, ALL GRADING, ROCKING AND PAVING SHALL CONFORM TO MONTANA PUBLIC WORKS 3. SIDEWALKS SHALL BE A MINIMUM OF 4-INCHES THICK. ALL SIDEWALKS SHALL BE CONSTRUCTED USING 4,000 PSI ��yl
W
9. CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION ACTIVITIES TO INSURE THAT PUBLIC AND PRIVATE STANDARD SPECIFICATIONS, MOST CURRENT ADOPTED EDITION, WITH CITY OF BOZEMAN MODIFICATIONS. CONCRETE.
STREETS AND PARKING LOTS ARE KEPT CLEAN OF MUD, DUST OR DEBRIS. DUST ABATEMENT SHALL BE MAINTAINED BY ICI
ADEQUATE WATERING OF THE SITE BY THE CONTRACTOR TO SUBSTANTIALLY LIMIT DUST FROM THE CONSTRUCTION SITE. 2. CLEAR AND GRUB WITHIN WORK LIMITS SHOWN ON THE DRAWINGS ALL SURFACE VEGETATION, TREES, STUMPS, 4. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ENGINEER TO ASSURE CONCRETE TESTING IS COMPLETED IN
UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR ALLOW CONSTRUCTION DEBRIS, MUD OR GRAVELS TO BE LEFT ON THE BRUSH, ROOTS, ETC. STRIP WORK LIMITS, REMOVING ALL ORGANIC MATTER WHICH CANNOT BE COMPACTED INTO ACCORDANCE WITH CITY STANDARDS. A MINIMUM OF 24 HOURS NOTICE IS REQUIRED.
STREETS OVER NIGHT. A STABLE MASS. ALL BRUSH AND DEBRIS ASSOCIATED WITH CLEARING, STRIPPING OR GRADING SHALL BE rl
10. CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY ALL DEPARTMENTS REGARDING EMERGENCY ACCESS ROUTES AND BUS REMOVED AND DISPOSED OF OFF-SITE. WATER P ,
ROUTES WITHIN THE CITY OF BOZEMAN. 1. CITY FORCES TO OPERATE ALL VALVES, INCLUDING FIRE HYDRANTS, ON EXISTING AND PROPOSED PUBLIC MAINS.
3. FOLLOWING STRIPPING OPERATIONS, SUBGRADE SHALL D COMPACTED PER COMPGEOTACTED
O 95%ICAL REPORT CONTRACTORS SHALL NOTIFY THE CITY WATER DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO REQUIRING THE
11. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR TESTING ALL UTILITY PIPING IN SPECIFICATIONS. IF NO REPORT IS AVAILABLE SUBGRADE SHALL BE COMPACTED TO 95%OF THE MAXIMUM DRY OPERATION OF VALVES.
ACCORDANCE WITH CITY CONSTRUCTION SPECIFICATIONS. COST OF ALL TESTING SHALL BE BORNE BY THE CONTRACTOR. DENSITY AT PLUS OR MINUS 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT PER ASTM D-698 TEST
INSPECTOR SHALL BE ON SITE TO WITNESS ALL TESTING. CONTRACTOR SHALL NOTIFY INSPECTOR AND CITY OF BOZEMAN METHOD (STANDARD PROCTOR).
ENGINEERING DEPARTMENT A MINIMUM OF 24 HOURS(1 BUSINESS DAY) PRIOR TO TESTING. ADDITIONAL NOTES:
12. NO TRENCHES IN ROADS OR DRIVEWAYS SHALL BE LEFT IN AN OPEN CONDITION OVERNIGHT. ALL SUCH TRENCHES SHALL BE 4. SUBGRADE SHALL BE PROOF ROLLED AND SOFT AREAS SHALL BE OVER-EXCAVATED AND REPLACED WITH DOCUMENT NUMBER FOR PLAT J-423 = 2223838
PLATED OR BACKFILLED, COMPACTED AND CLOSED BEFORE THE END OF EACH WORK DAY AND NORMAL TRAFFIC FLOWS STRUCTURAL FILL SUBGRADE MUST BE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO
RESTORED. PLACING EMBANKMENTS, ENGINEERED FILLS OR FINE GRADING FOR BASE ROCK. _
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13. ALL PAVEMENT CUTS SHALL BE DONE IN SUCH A MANNER WHICH WILL LEGENDRESULT IN A CLEAN STRAIGHT/SQUARE EDGE BY SAW. W
ALL FILLS SHALL BE ENGINEERED EXCEPT FOR FILLS LESS THAN 18-INCHES IN DEPTH WHICH ARE LOCATED
THE TOP 12-INCHES OF THE EXCAVATED AREA WITHIN THE STREET SHALL BE FILLED WITH ROAD MIX AND COMPACTED, 5. OUTSIDE THE PUBLIC RIGHT-OF-WAY, BUILDING PADS, PARKING LOTS OR OTHER AREAS TO BE IMPROVED. ~ �"
STREET CLOSURES MUST BE COMMUNICATED TO THE CITY POLICE DEPARTMENT, THE CITY ENGINEER, AND THE PROJECT ---4770-- INDEX CONTOUR • FOUND MONUMENT AS NOTED op p
ENGINEER. ENGINEERED FILLS SHALL BE CONSTRUCTED 1N LIFTS NO GREATER THAN 8-INCHES OVER APPROVED SUBGRADE. .•r y-
EACH LIFT SHALL BE COMPACTED PER GEOTECHNCIAL REPORT SPECIFICATIONS. IF NO REPORT IS AVAILABLE --- --- CONTOUR MINOR (1' INTERVALS) BENCHMARK „A
14. ALL LANDSCAPING DAMAGED DURING CONSTRUCTION SHALL BE REPLACED/REPAIRED TO PRE-CONSTRUCTION QUALITY. EACH LIFT SHALL BE COMPACTED TO 95%OF THE MAXIMUM DRY DENSITY AT PLUS OR MINUS 2 PERCENTAGE PROPERTY LINE ® MONUMENT BOX 4A >� `p
POINTS OF OPTIMUM MOISTURE CONTENT PER ASTM D-698 TEST METHOD (STANDARD PROCTOR). P-4 a H 00
ROAD RIGHT-OF-WAY SEWER MANHOLE Z
15. PRIOR TO PAVING, CONTRACTOR SHALL CONTACT DESIGN ENGINEER TO SCHEDULE A PRE-PAVING WALK THRU WITH THE CITY.
GENERAL CONTRACTOR AND PAVING CONTRACTOR SHALL ALSO BE PRESENT. - ADJOINING PROPERTY WATER VALVE
6. SUB BASE AND CRUSHED BASE ROCK SHALL.CONFORM TO THE REQUIREMENTS OF SECTION 02234(SUB BASE �•I
PIPE BEDDING AND BACKFILL COURSE) AND SECTION 02235 (CRUSHED BASE COURSE) MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS - - - - EASEMENT LINE ® CURB STOP o/p'oo
(MPWSS). COMPACT SUB BASE AND CRUSHED BASE ROCK PER GEOTECHNICAL REPORT SPECIFICATIONS. IF NO x x FENCE FIRE HYDRANT Fri O N
REPORT IS AVAILABLE COMPACT TO 95%OF THE MAXIMUM DRY DENSITY AT PLUS OR MINUS 2 PERCENTAGE ® WATER WELL a
1. ALL PIPES SHALL BE BEDDED WITH MINIMUM 4-INCHES OF TYPE 1 PIPE BEDDING AND BACKFILLED WITH THE SAME MATERIAL POINTS OF OPTIMUM MOISTURE CONTENT PER ASTM D-698 TEST METHOD (STANDARD PROCTOR). w WATER MAIN Q N O
A MINIMUM OF 6-INCHES OVER THE TOP OF THE PIPE PER CITY OF BOZEMAN STANDARD DETAIL 02221-1. WS - WATER SERVICE POWER POLE fyyy� o
2. TRENCH BACKFILL MATERIAL UNDER IMPROVED AREAS SHALL BE PLACED IN 8 TO 12-INCH LIFTS AND COMPACTED IN 7. A.C. PAVEMENT SHALL CONFORM TO SECTION 02510 (ASPHALT CONCRETE PAVEMENT) MPWSS FOR TYPE B MIX. Fs FIRE SERVICE GUY ANCHOR U, U
ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS AND MPWSS. A.C. PAVEMENT SHALL BE COMPACTED PER GEOTECHNICAL REPORT SPECIFICATIONS. IF NO REPORT IS AVAILABLE - S - SEWER MAIN ® ELECTRIC PEDESTAL0-4
® COMPACT A.C. PAVEMENT TO A MINIMUM OF 92%OF THE THEORETICAL MAXIMUM RICE SPECIFIC GRAVITY. SEWER SERVICE 0 STORMDRAIN MANHOLE N
3. ANY TRENCHING WITHIN THE CATTAIL RIGHT-OF-WAY WHICH IS NOT WITHIN AN AREA OF FULL RECONSTRUCTION OF THE S ®
-
STREET SECTION MUST BE BACKFILLED WITH FLOWABLE FILL. 8. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, STRAIGHT GRADES SHALL BE RUN BETWEEN ALL FINISH GRADE 0 STORM DRAIN CURB INLET SCALES
ELEVATIONS AND/OR FINISH CONTOUR LINES SHOWN. 0P OVERHEAD POWER ® TV PEDESTAL
TES OVERHEAD TELEPHONE
TRAFFIC CONTROL ® GAS METER ° 'O °" ""
9. ALL EXISTING OR CONSTRUCTED MANHOLES, CLEANOUTS, MONUMENTS, GAS VALVES, WATER VALVES AND SIMILAR - ROAD CENTERLINE ® TELEPHONE PEDESTAL
1. CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL A TRAFFIC CONTROL PLAN TO THE DESIGN ENGINEER 5 WORKING STRUCTURES SHALL BE ADJUSTED TO MATCH FINISH GRADE OF THE PAVEMENT, SIDEWALK, OR LANDSCAPED AREA ,'I: TREE CONIFER Iin6= 60FEET SHEET
DAYS PRIOR TO THE PRE-CONSTRUCTION CONFERENCE. CONTRACTOR SHALL REFERENCE THE MUTCD AND THE MDT TRAFFIC WHEREIN THEY LIE. TOP BACK OF CURB DATUM
CONTROL AND PROTECTION STANDARD DETAIL DRAWINGS IN DEVELOPMENT OF THE TRAFFIC CONTROL PLAN. ALL TRAFFIC EDGE OF PAVEMENT E;';++�( TREE DECIDUOUS CTTYOFBOZEMANDAT[JM 3 ®°�
CONTROL MEASURES SHALL BE APPROVED AND IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY WITHIN THE RIGHT OF WAY. REOFBOZE BOZEMAN
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10. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, NO CUT OR FILL SLOPES SHALL BE CONSTRUCTED STEEPER THAN EDGE OF GRAVEL 7 ROUNDABOUT
2. CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, AND TRAFFIC CONES PER THE APPROVED TRAFFIC 4H:1V• CONCRETE PAD/SIDEWALK GENERAL NOTES
CONTROL PLAN. IF REQUIRED, TRAFFIC SHALL BE DIRECTED IN ACCORDANCE WITH THE MDT FLAGGERS HANDBOOK. EDGE OF BUILDING AS-BUILT
11. ALL BOULEVARDS SHALL BE FINISHED GRADED TO 6-INCHES BELOW TOP OF SIDEWALK TO ALLOW FOR THE i PROJECT: 16-142
3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN AND ADJUST THE TRAFFIC CONTROL DEVICES TO MAINTAIN A SAFE PLACEMENT OF 6-INCHES OF TOP SOIL. DATE: 06/12/2018
ENVIRONMENT FOR THE CONSTRUCTION WORKERS AS WELL AS THE GENERAL PUBLIC.
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EXTG CURB & 3 w E a
- - ------- --- EXTG EDGE OF ----- I- GUTTER 4a
_ PAVEMENT EXTG 4" WHITE 'I o
-TO REMAIN --
__��- I STA i 6+34.40, 8.90 LT
END 4" DBOULE YELLOW TO
BE REMOVED AND DISPOSED
STA 15+34.19, 9.27 LT OFFSITE. w
STA 7+93.36, 249.51' LT �n _�/ \ START 4" DOUBLE YELLOW TO BE >>
SAW CUT & REMOVE 1' REMOVED AND DISPOSED EXTG 8" WHITE a ¢
SCALE PAVEMENT AND ROAD BASE OFFSITE. TO REMAIN N
0 15 30 60 ��, ••:; c7 y
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STA 7+80.74, 223.46' LT I 15+00 16+35
16+00 a a
1"-30' END SIDEWALK TO BE ),REMOVED AND DISPOSED
OFFSITE I i / / STA 15+35.03, 1.96 RT CATTAIL STREET N o m
START 4" WHITE TO BE
REMOVED AND DISPOSED OFFSITE. END 4" WHITE TO BE"" = W
STA 16+34.38, 2.34' RT z N M
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GALLt�TIN i I 1 !, DISPOSED
EXTG EDGE OF EXT'G 12" DI REMOVED AND EO OFFSITE.
F XT'G 24WH TE w
CENTER SUB I I /� PAVEMENT WATERMAIN STOP BAR TO REMAIN _. N
LOT IZ-C I — — EXT'G 18" CMP CHRIS G.
EXT' ASPHALT TO BE REMOVED
AND DISPOSED OFF SITE. CULVERT TO REMAIN- eu
S, aoa2s ae
E STA 8+38.22, 106,86' LT EXTG C11
Tl&
START SIDEWALK TO BE GU
REMOVED AND DISPOSED _
OFFSITE DRAWN BY: EWR
SAWCUT& REMOVE EXTG 5' WIDE
SIDEWALK CONCRETE SIDEWALK �� I I
TO BE DISPOSED OFF S - ; SCALE REVIEWED BY:CGB
ITE. I I II .Y( SAWCUT& REMOVE EXTG S' WIDE '�_,. 0 10 20 40 PROJECT ENGINEER:CGB
EXTG CURB & GUTTER
46.5 LF& 45 LF TO BE I I I SIDEWALK. CONCRETE SIDEWALK
DESIGNED BY:CGB
REMOVED AND DISPOSED I '. TO BE DISPOSED OFF SITE.
OFFSITE. 's I --.� ' STA 8+99.08, 28.75' LT START SIDEWALK TO L_ EXTG UTILITY VAULT& "I E B GA LL A TItl _
-- EXTG CABLE BOX TO BE RELOCATED TO THE WEST. ( } 1 REMOVED AND DISPOSED %
- STA 6+40.33, 21.85' LT �,
OFFSITE. CENTER SUB � 0-4
START EDGE OF PAVEMENT REMOVE EXTG 11"X18" ARCH RCP 32 LF. DISPOSE y tI/ i b
TO BE REMOVED. OFF SITE AND COMPACT WITH STRUCTURAL FILL- I ' EXTG LOT 11ll
1 TRANSFORMER STA 9+15.46, 22.06 LT ,. .,
TO REMAIN END EDGE OF EXTG
START SIDEWALK TO BE - I i II PAVEMENT TO BE REMOVED. EXTG CURB &
STA 6+3IDEW SIDEWALK
TO LT_ _ ---' ---- --- — l c GUTTER O
REMOVED AND DISPOSED -
OFFSITE. _
SAWCUT EXISTING PAVEMENT&
EXTG EDGE OF `µ .nisrsa 'Lvn \ ————
a .1711,:.,.,,.a.. _ REMOVE IMMEDIATELY PRIOR TO EXTG 8" PVC
_PAVEMENT �'"�' PAVING. DISPOSE OF EXISTING SEWER MAIN
- .-- - -- PAVEMENT OFF SITE. EXTG RCP
—_
—� / i I I I I I � ---� -� CULVERT
S 7+00 ROAD �L - 5+00 EXTG ADA RAMPS, 9+00 10+00 - 11+00. 12+00
------ ------- - ---+-------- 'i
EXTG 8" PVC /� S 6+00 DECORATIVE CONCRETE & (�
-�-'' SIDEWALK TO BE REMOVED ( STA 9+14.41, 22.09 RT ~ A
SEWER MAIN S__ AND DISPOSED OFFSITE. "' o -
\\\ END EDGE OF EXTG ROAD OL
PAVEMENT TO BE REMOVED. [�
STAR
W_ W—,-�` W , -W-- - 1- - - EXTG 12"�
STA 6+46.10, 22.21' LT..- .."---- -- --� � I --` � �EXTG EDGE OF DI WATER MAIN L w �
EXTG CURB & GUTTER Y
rq� E T EDGE OF EVE'G - PAVEMENT I ® L
PAVEMENT TO 8E REMOVED. 26.5 LF&26.5 LF TO BE EXTG HYDRANT
CAT Cal i REMOVED AND DISPOSED TO BE TO NEW ADJUSTED
/' EXTG
1�
REMOVE IMMEDIATESAWCUT EXISTING LY PRIORY 0 `� - � EXTG SIGN TO � CULVERT -
PAVING. DISPOSE OF EXISTING BE REMOVED. �'AL1L.2"� P��
'— PAVEMENT OFF SITE. J I TIT"I GALLATIlW �1 �
c « . EXTG 18 RCP
22"X36" RCP ARCH
( CENTER CENTER SUB
EXTG 18" RCP CULVERTS. 36 LF, CULVERTS. 30 LF& SUB I LOT fly
-- 24 LF& 40 LF TO BE REMOVED AND .y" 50 LF TO REMAIN.
DISPOSED OFF SITE. BACKFILL
AND COMPACT WITH K e�
STRUCTURAL FILL.
`PROPERTY LINE ate.
F+t
( PROPERTY LINE I
MINOR SUB 210 I
PROPERTY LINE� GAI.I,ATIN
LOT 3 I CENTER SUB
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� EXISTING ASPHALT PAVEMENT TO BE
REMOVED AND DISPOSED OFF SITE o W
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STA 7+91.57, 232.65' RT
SAW CUT & REMOVE
PAVEMENT AND ROAD BASE I I III o
-- WVW
m
s SHEET
CATTAIL STREET/MAX AVENUE 3 C1.0
ROUNDABOUT
DEMOLITION PLAN p � EX SITE/DEMO
PROJ42
HORZ. SCALE: 1" = 30' AS—BUILT DATE:0611-18
i
DATE:O6-i 1-18
W O IN ON
0 0 M
LUMINAIRE(TYP)
SEE LIGHTING SHTS. El-E5 I �� 0 0 0
STA 6+73 55, 18.83 LT I �I \ \ STA 8+23.53, 29.97 LT
PC TBC 4686.57 C" �� I II MAX AVENUE ROADWAY CURB INLET 3 m
,I TBC 4685.53
SEE SHT C2.1 z
..+STA 66267, 2362 LTN 4'
I I � ADA RAMP I
FG TBC 4686.73 SEE SHT. C6.0) 0
c1� STA 6+58.06, 28.09 LT 7 I SCALE/� STA 8+52.86, 16.92 LT 0
FG TBC 4686.70 THICK 6" PT TBC 4686.0 0 15 30 60
3 III 7 I ® SIDEWALK w_w
+ STA 8+87.61, 21.80 LT 1"-30
w
STA 6+PT TB 14 82 LT 10' WIDE.LK i FG TBC 4686.45 z
L J PT TBC 4686.66 THICK SIDEWALK / o
i
CURB & ' L
(3) 12" PVC CONDUITS GUTTER I ` PCATBC94686.416.92 LTOf M
(1) 4" SCH40 PVC 1 a a�-
�� CONDUIT(TYP.) STA 9+02.20, 24.11 LT w w D
�i
/ I END CURB & GUTTER Ln N m
FG TBC 4686.35 a
" PRIVATE DRIVE ACCESS STA 9+15.47, 22.55 LT
'- « - W- :`�1 - _ D CURB & GUTTER N M
PER WINCO SITE PLANS STA 6+40.34, 22.35 LT ,_� '
PC TBC 4686.55 � � END
4686.3 EDGE OF Z
CONCRETE MEDIAN r PAVEMENT
SEE SHT. C5.1
7+00 LZ (ry+`. 8+00 Lay 9+00 -. 10+00 .._. * cse,s G.
6+0 C1 N a (lair L ,.a -. - -\ B191111PE
` mr STA 7+72.78 II
- _ - CENTERLINE OF ROUNDABOUT
5+0 STA 7+32.04, 43.41 RT - -T-
STA 6+48.SQ 22.68 RT CURB INLET 1, LOW POINT
s-
II PC TBC 4686.7 TBC 4685.58 STA 9+14-32, 22.42 RT EDGE OF DRAWN BY: EWR
4+00 BEGIN CURB AND GUTTER SD------ /��� �� TBC 4686.35ND GUTTER PAVEMENT
END CURB
REVIEWED BY:CGB
.. -\ 10' WIDE 6" THICK 'y, --- -�
-..� SIDEWALK - � " 7,
--"` - STA 6+64.90, 18.92 RT STA 8+14.11, 40.34 RT STA 9+09.23, 27.78 RT PROJECT ENGINEER:CGB
CURB INLET 2, LOW POINT PC TBC 4686.35
EDGE OF TBC 4686.78. PROPOSED STORM ,41 TBC i6S6-�6 4685.31
PAVEMENT DESIGNED BY:CGB
SEWER. STA 8+91.57, 16.88 RT
STA 6+63.70, 25.97 RT SEE SHT C2.2
- FG TBC 4686.88 { PC TBC 4686.42
,r _ SIGNAGE & STRIPING
STA 6+74.08, 23.05 RT SEE SHT. C5.1 STA 8+64.83, 16.91 RT i� 44
��
FG TBC 4686.72 PT TBC 4686.20 FUTURE 10' WIDE 6"
THICK SIDEWALK \\
MAX AVENUE ROADWAY I \`
SEE SHT C2.1 DETECTABLE 14' DRIVE
HU
p vl 1 1, WARNING SURFACE APRON '`':; ,.
EXTG STORMWATER ��� `1�, (TYP) MOUNTABLE DECORATIVE STAMPED /TO
DETENTION BASIN. tit � r� CURB RED CONCRETE
(RED)
SPILL CURB \14 CATTAIL ROUNDABOUT PLAN ® 1-4
�
HORZ. SCALE: 1' = 30' CONTRACTION
\
JOINT(TYP), 38 CONCRETE ,S„ 8-+00
1' TOOLED JOINT, MEDIAN 'I'�
CATTAIL ALIGNMENT Q - 1" DEEP I,-
Number Length Line/Chord Direction Start Station Northing Easting End Station Northing Easting RADIUS
NOTES: T SOLID CONCRETE, i
BROOM FINISH
L1 178.078 N78' 42' 03.21"E 4+22.71 -114612.05 38388.82 6+00.78 -114577.16 38563.44 (GRAY)
Cl 57.596 N84' 12` 03.21°E 6+00.78 -174577.16 38563 1. ALL CURB AND GUTTER ENTERING AND EXITING THE
.44 6+58.38 -114571.35 38620.66 300.000
ROUNDABOUT SHALL HAVE 5' TAPERS.
L2 150.002 N89° 42' 03.21"E 6+58.38 -114571.35 38620.66 8+08.38 -114570.57. 38770.66
\EXPANSION JOINT �{
L3 383.017 N89° 42' 03.21"E 8+08,38 -114570.57 38770.66 11+91.40 -114568.57 39153.67 (TYP)
ROUNDABOUT PLAN (�
HORZ. SCALE: 1" = 20'
4700 4700
STA 8+26.30
START CURB MEDIAN CONCRETE CURB &
STA 6+93.44 STA 8+67.68 CAP-PLACED ON PAVEMENT(TYP)
START CURB
EXTG GROUND ELEVATION STA 7+18.89 END CURB EXTG GROUND ELEVATION
®ROADWAY CE $Tq 5+97.99 STA 6+83.5 END CURA _ ®ROADWAY CL O
START CURB END CURB EXTG GROUND ELEVATION STA 8+76.39 -STA 9+64.79
4690 ®ROADWAY CL START CURB END CURB 4690 W
SEE SHT. C6.1 FOR FT+
.ROUNDABOUT DETAIL00
rZi
_ N
_ ---__-__- - 11"X18" CLASS IV - � -- ® - ---- -
ARCH RCP CULVERT
15" A200 PVC �ITA +14.11 4660
4680 STORM DRAIN WITH PETS- STA 7+32.04 15" CLASS IV RCP CURB INLET 2 W
0.52% S 8.2�L=f36LF CURB INLET 1 STORM DRAIN _ TBC RI#4685.31 EXTG GROUND ELEVATION - a
-'- INV OUT 4ee:T2-- TBC RV 4685.58 S 9.2 L=f81LF INV. THRU 4682.36--- 0 ROADWAY q Z 0 N O
4682.00 INV. THRU 46843�4682.19 , SUMP 4680.86
SUMP 4680J 0.21%-...-......
4675 4675 v1
N O to O O m N O N W
q o 0 o O m rn o
n � r� � ro � vi ici ui co co n r` fP=1d
m m w ua ao w w ro m ro ro m m .�
m co co co w �o �o co m co �o co co �
4+10 5+00 6+00 7+00 8+00 9+00 10+00 10+75
SHEET
C2.o
CATTAIL ROUNDABOUT PROFILE ROUNDABOUT
ROADWAY
HORZ. SCALE: 1" = 30'
VERT. SCALE 1" = 6' PROJECT:16-142
DATE:06-1 1-18
w O N ON
Q O M N
O 6 r N
O O
GALLATIN
GALLATIN CENTER SUB 'm
CENTER SUB PROPERTY z a
LOT11 CURB y i EXT'G STORMWATER LINE 3IL
SCALE AND GUTTER DETENTION BASIN. O
STA 1+85.29, 21.59 LT PROPERTY
U 1s 30 60 CATTAIL STREET
PC TBC 4685.22
LINE
STA 1+66.69, 17.75 LT ROADWAY
1"�30' SEE SHT. C2.0 ( w w
_.. pi ( _FUTURE 10' WIDE,
FG-TBC 4884.84 4N xil SIDEWALK
THICK Z
STA 1+ 6" �� it
10' WIDE.SIDEWALK �� SIDEWALK �T�' o
_ - STA 3+59.61, 16/1897
04 LT -
_ -- CURB2�$g.09 '�1 4+24.87, 19.00 LT THICK SIDEWA � � � PC TBC 4688.31�-, PC TBC 4686.97STA 0+001, 15.05 LT STA 1+59.86, 25.85 LT T3 STA 3+73.98, TBC aTBC4682.9 FG-TBC 4684.51 STA 3+03.91 PT TBC 4686. R169'BEGIN CURB AND GUTTERTBC 4685-55 40.54 LT STA 4+57.15, 1Z02 LT N N m
EDGE OF EXT'G I +. CURB INLET 2 END CURB & GUTTERPAVEMENT -.._ :. STA 1+41.73, 23.89 LT TBC :, TBC 4685.76 TBC t4687.3PC TBC 4684.36 5• EDGE OF O N M
R39
(.PAVEMENT z
TBC
GRADE BREAK 65.5' _.. ..._�__
TBC 4684.68 /F
� STA 0+00.1, 17.25 RT 0+00 L4 - C2 1+00 C8 LS 5+00 5+17 =�a
EDGE OF EXT`GPAVEMENT LS p L7 EDGE E EXYG
TBC 4682.80 I
BEGIN CURB AND GUTTER� IVIAXAVENUE C3 4+0 f PAVEMENT
\\\ GRADE BREAK - �
` f TBC 4683.43 04
TB - 0 10825 PE_. _.. CONCRETE MEDIAN `__C5 3+�I %l' - - C
• SEE SHT. C5.1 - C6 C7 _' "�•�' ' l
'� „i` STA 4+92.46, 17.42 RT 0
1 / R732.5'
•_„ -_ -� END CURB & GUTTER Eb
�- TBC TBC ±4687.6
i STA 1+30.11, 20.37 RT R495 !/
PC TBC 4684.31 DRAWN BY: EWR
._I
' I ( PC TBC 4683.00 FG-TBC 4684.27 _._r I r �"R94.5
STA 1+41.68, 23.86 RT 5' WIDE, 4" THICK
1 � STA 0+19.92, 17.13 RT I fl)\ SIDEWALK REVIEWED BY:CGB
. _ STA 4+41.96, 18.90 RT PROJECT ENGINEER:CGB
PC TBC 4687.04 DESIGNED BY:CGB
lull STA 3+52.79, 25.79 RT
R99.5 L STA 1+45 TB 1468 RT (3) 12" PVC CONDUITS
-� PC TBC 4684.56 PC TBC 4686.25 SIGNAGE & STRIPING
STA 0+29.35, 17.52 RT (1) 4" SCH40 PVC CONDUIT SEE SHEETS C5.0-5.1
./
PC TBC 4683.10 STA 1+51.65, 22.02 RT r� `�• �
FG=TBC 4684.45
L� AEA RAMP WITH
DETECTABLE WARNING
TBC �
SURFACE(TYP) PROPOSED STORM
p�
R79.5 ��' ".� 10' WIDE, 6" SEE 3HT. C2.2
GALLATINTHICK SIDEWALK DETENTIONRBASIN.R
STA 1+98.02, 27.61 RT
LOT 12-C 85.2_
CENTER SUB PC TBC 46
LUMINAIRE (TYP).
SEE LIGHTING SHTS. Ei-115
�u 1
MAX AVE ALIGNMENT 1 0 I (. \ PROPERTY LINE
Number Length Line/Chord Direction Start Station Northing Easting End Station Northing Easting RADIUS
I1
L4 54.939 SO' 32' 07.20"W 0+00.00 -114319.20 38771.08 0+54.94 -114374.13 38770.57
It �
C2 6.906 ST 35' 54.76"W 0+54.94 -114374.13 38770.57 0+61.85 -114381.03 38770.14 126.438 II A
L5 90.680 S5' 17' 48.73W 0+61.85 -114381.03 38770.14 1+52.53 -114471.32 38761.77 , IIII PROPOSED STORM DRAIN O
C3 24.818 S10' 23' 48.50"W 1+52.53 -114471.32 38761.77 1+77.34 -114495.70 38757.29 150.116 II SEE SHT: C2.2
C4 24.818 SIT 52' 09.00"W 1+77.34 -114495.70 38757.29 2+02.16 -114519.02 38748.87 150.116 1 �� FUTURE SIDEWALK
C5 54.348 S15' 10' 09.54"W 2+02.16 -114519.02 38748.87 2+56.51 -114571.23 38734.71 165.000
C6 16.511 SZ 51' 59.92"W 2+56.51 -114571.23 38734.71 2+73.02 -114587.72 38733.88 165.000 MAX AVENUE PLAN
NOTES: 0
C7 37.837 S6' 34' 09.79"E 2+73.02 -114587.72 38733.88 3+10.86 -114625.22 38738.20 165.000 HORZ. SCALE: 1" = 30'
L6 30.896 513' 08' 19.58"E 3+10.86 -114625.22 38738.20 3+41.75 -114655.31 38745.23 1. ALL CURB AND GUTTER ENTERING AND EXITING THE 'tea
ROUNDABOUT SHALL HAVE 5' TAPERS. [�
L7 94.686 S13' 08' 19.58"E 3+41.75 -114655.31 38745.23 4+36.44 -114747.52 38766.75
C8 24.590 S8' 26' 32.82"E 4+36.44 -114747.52 38766.75 4+61.03 -114771.81 38770.36 150.019
L8 56.205 SO' 13' 32.40"E 4+61.03 -114771.81 1 38770.36 5+17.23 -114828.02 38770.58
4700 4700 r h
@es O
STA 1+77.36 - MEDIAN CONCRETE CURB & --- W
START CURB SEE SHT. C6.1 FOR CAP-PLACED ON PAVEMENT(TYP) i' `1 F w
ROUNDABOUT DETAIL-
FINISHED GRADE ELEVATION I40 00
STA 2+01.74- _ ..._
END CURB �-STA
START 04.91URB EXT'G GROUND ELEVATION
4690 4690 .p
STA 3+22.63 v h
STA 0+98.3 '-END--- - --- CURB
-- - --"-`---
START CURB
00 i -
- - STA 3+73.90 - "-- 04
�q 0 N O
STA 1+68.41 -- ISTA 3+30.84-END CURB - 0
START CURB
4680 END CURB- STA 2+09.09 STA 3+03.91 4680 ® "
CURB INLET 3 CURB INLET 2 ! gip^
----,---TBC Rf*4685.55 15" CLASS IV RCP -"--TBC +N*4685.31 -- FINISHED GRADE ELEVATION N E
INV. OUT 4682.89 4682.51 STORM DRAIN INV. THRU 4682.36 v�
-,R� SUMP 468Y.00 S=9:2G& L=t67LF SUMP 4680.86 --- EXT'G GROUND ELEVATION-
4675 «� 0.22% 4675
tl M O N g O
N �O 4O Oa O ca O T 1� �O jai nO
(y Nl M M1 Nl n d' d'd' ill e'l i[j Uri
N w M a0 a0 01 a0 a0 w a0 a0 w M W a0 Dam aD as W c0
SHEET
0+00 1+00 2+00 3+00 4+00 5+00 C2.1
ROUNDABOUT
ROADWAY
MAX AVENUE PROFILE PROJECT:16-142
HORZ. SCALE: 1" = 30'
DATE:06-i 1-18
VERT. SCALE: 1" = 6'
000�-
W I N N N N
I
W o 0 0 0
I
-- -� �z 3 DO m
1 v (\ It ?I I -'-- - Y Y
' - ----- -i vv �- i II �I i 'I / i /I �� -- ---i 11 I r;/ SCALE---- v1 1n m
z Z
tj
0 0 �
o �
L
�� \v II III II� �� �.}� \��•I I� I // --_ A �I/ (r 1 k.bV, I 01
/ u,W u,
f I I I - END CURB EXISTING DRAINAGE J
8 w w m
nn
I I I I I rec 4ee2.eo I I I � )v I I swALE(TYP) m v1 1n DO
EXISTING
1 1 I I I F!D CURB 5 I I I _ - _ ____ _ Jlt
4`
TBCi i
t
1 ,
T I 1 Ili II l II r`` I •.• j II II z
�If}
TUTO
1\\\ �... �4683.0
I'
..\ PC-TBC
_ -, PC-TBC
/y� III � 1 )W I / (I I ^ V/ CNRIS G.
./ � f I
i
I `1 S7' I 1 �'u� I I I I: (EI 1 1 1 , BU KI
�I i I i�:. � rI 1 � v I t /1 I v loos
�v� � �'v� V ( � i � l i l i � )� /p� ' t/ I vv � � � � � ( ( ( I }� i � i III i _ I , vv <,�ENSEa�,� •v
DRAWN BY: CGB
TBC !- \1 \. l l II ' t N'-!�. 1 !
I' I w
4ee4.5, REVIEWED BY:MPJ
<; 14 +i:,,•r:v 1 PROJECT ENGINEER:CGB
ala.,
. . '� I I ,.
C C t v
\•� DESIGNED BY:CGB
Pc-iec 4 _ T:
� � \ 46a4a1 I h I v 11 III ;�.�: ;K�I l r l i -,� I I I ����:• �1 1 1 1 `�- -
\
1 Fc�rec 14 DROP (" t . . •",;::a..+'( / I _ I I ^,.:.'T'
�\ 7 4654.27 i WRB I '^u`" rd / I I ..0 A
1
5 -.
I
GRD BRK / IIR1� PC TBC t SEWER/�ANy,OLE i r..i� $,EJ1tifER���N nLE
- rec 4eea.68 PG-rec �1,
I - I I / T--r<IM E40V -1 4685.74
46ea.36 /I 7M EIJEl1 4685.7T ADJUST EXISTING ! I/I
v FG' {88658 UI INV INI EI 467&21 WATER VALVE TO I 'INV NiI EI 4675.21
/I I 4684.45 �� cuae / I. FINISH GRADE r/C INV )-[N = 4675.07
�V t1v��INi ^V15.07 IvCV LIV�
rec I� / ae6ast �1 1 11 1 �"' CAP AND ABANDON
r ® EXISTING SANITARY SEWER •- II
/ asess -�-- `rec --,_CULVERT WITH 15"CLASS IV ARCH
SERVICE AT THE MAIN
III/, .� � s m _
DROP L=10E 0.1980H
P46 rec A\`DROP m a.es I a
_ 4885.2� �p CURB o
488CM � I�
vv Nis �recU cuRe irNiv oui WITH
PC-- N r
J �Pc-rec aeee.MATCN Exrc „('�. .. CURB INLET% -T IT,
4181,22 soEwALN SWALE INLET // ♦ TBC 4685.55
.. _ reC 1 RIM 4685.85 �.. ,_. "„ ....,. f/ _^ (I 15"INV OUT•4682c69- _ / - '-- "�
FG;reC DROP TBC 4686.00 4686.05 �•46 FG�TBC ' -
�' .r 4688.]0 CURB M88.1D 4688.35 INV THRU<6Br.24683.70 rry / 11 I / 4682.51)
FG= -. 18"SUMP WITH
Illtll �/
4686.73 END cRe WEEP HOLES \ Illtl�lj
TBC 46B6.3 ----- _--- --�'�! ,,.NtRI • \ \ P
PC-reC GRD 468 P4888.00 �' , '�-� >�_> ® Illtll I II
4685.78 TBC BRK.53 //
//{
GRp OR'
`TBC 4685.92 DROP CURB
PC-TBC l it TBC 4686.7 -
PPP 4686.57 .. \\ \
_ PC-TBC 1 `L `
4686.55 DRO� _ CRD BRK DROP PC-1HC -��-�`-
/_5 5 CURB 4686.66 71-00 6}D0�rec 4688.30 CURB 944686.41 r II+ �1
1f 9+00
M�
e �.^ 7 fill 0 _ Try
OROP CURB 6 4\ •FO
DROPP 1 +FO !1 DROP CURB t11Ut D 11 _ _ }
CURB //r 4686.78 DROP! -_n 4687.65 ryu�'f,W -}�W ,N �. W Vr W W rY i �-- _ _yy -�W W �__fr 4
END OURS / �tl CURB 11 ' ( _
f
,686.7 -
_ � ,tlll1
- T -
_ j I
-aeee TBC 4688.03 �!�! t �C _ _ - \. _�„ _ - ww I "; __15"CLASS N RCP -.
- Tl� \�IyAIIl]� I _ _ T��II'�„
-J`" _.;,.Z 19111 J T8C 4688.5 f ilk_4886.20. 468 T C >->- L=67' S
... \'\ D.22�e- ��tl
FG 7BC __ _ _ END CURB - _ _ _ - '- >�Y Ga
R _
- / _ �„� _ _ -�_ _ .:.CURB INLET 2 LOW PNT
-' �' - --,-- ♦ 1 I v A`--__ I _ v - TBC 4685.76
L_� \1 -�' _.1/ TBC 488835 \\ I � Y_ � ,��g_, R P
.\� /(/ ' \ '.� -.�I �-_ �>� -"� !'`' -Y �- '15"INV THRU 4682.36 6
= \ P4 "�,T e o, \�`�� T\/,; //Y/� �.�\ i/ III/r _ CUR5"INV�THRU0 8-+o0�8 II / L581C ASS IV
0.21%, .I
_ _ 75� / �� vI ��I 4682.19 v I
_ - --
/ '� EXISTING a I 1m" ',I -�� � �/ � � ➢: � 1 T 1REMOVE EXISTING PETS AND EXTEND IXISTING
SEW-f MANkiOLE / "' 1 / i PPP yyy��pppgpp+ 7 I ( .;F•NF.f P // _
I /fir-- Mi, A 7/ / I O I TDRMWATEIII' I / 7 ;22"X36"RCP ARCH PIPE 8't TO NEW /
'M EL-EV = 46 Yi6.49 I Ih } /I
'ERT IN = 4676.45 1 I ' < / PC-TBC ID / FACILITY -. I 15"PVC SD WITH v < //
j I I v I 75 (�� �// I I ! FEfS L�36'S=0.2R �p�� '/ VERIFYLTHAT TH S�EXISTIN6 RCPF IS CLASS 111 I
i f +j� g�4888.31 / 1 07 I I \
I I / CURB Il^' -=A : It INV OUT T Top S
4682.00 j \� �I ��I 1 MINIMUM, GROUT OPENING 1
PC-7BC Il ��� A ', ,. ,j �v III I vly II OPENINGS CUT TO FIT ro MEXISTINGIT PIPE SIZES o M
II / 4886.25 DROP I�'I I I I I 18"X29"CLASS 3 V / - !
cum I I, v�� 11CT11 �I II 18"PVC CULVERT ARCH RCP WITH FETS I' I 1 A \ `�RNV THRU i884a6-4682.44 a H
/ PC-TBC ll I V IoI I III WRHLF 57 f L=15'4.SX 1/ / I , .11 I SUMP 4680.96
I I 4886.45 II i���/�A/II I �� i Ili s=2,arF AND
32R IN w f66Pa,-4682.20 I I / _ (I�]
4eaziD ,; �'.I I i 'l I I j //I I I�I I�1/I INV QUIT 6 Ft}468572 REMOVE EM'GINV OUT SRECTANGULAR 1 I�'1 �� l RE-LAY 27VE 1 LIFNEXISTNG EXCAVATE
ARCH ^ w
I ! I I 1 1 PIPE AT 0.5%SLOPE, EXTEND 8't TO NEW .-�
4683.88 INLET RECTANGULAR SIDE GRATE I A 1. 1 vv A j
I I AND CONNECT NEW CLASS III I I L A I 1 �,1 MANHOLE(NE)AND 11 LF(SW)TO V7
1 cG I 18"X29"ARCH RCP TO 1 1 ' I RELOCATED MANHOLE.VERIFY THAT THE A y
d- I ' pC-TBC I I I III �, I 1 EXISTING RCP IS CLASS IV MINIMUM, GROUT
y
I ` ` ,OBB.W p I I I \ 11 OUTLET NOTE: Ili MANHOLE. SAWCUT OPENING TO I 1 I H CO
1 I OR RE-GROUT OPENINGS AS REQUIRED N
TD I l l l I I FIT ARCH RCP AND GROUT WITH I I 1 I
III I I I I I I INSTALL 1/4 CY OF RIP 1 y
l l �• I I 1 m 11 I I III J I ' NON-SHRINK GROUT. MATCH I I V I " I
RAP AT OUTLETS A MIN I I II
1 I I l I 1 I 1 1 I I
I I I I. I I V CSI III I I I I I I III OF 8"DEEP OVER EXISTING INV 4682.05 I I I 11 I a
III � ' 111
v I I I I GEGTEXTILE FABRIC.
PLACE RIPRAP TO ENSURE
1 III'. I I I I11 OUTLET FLOW S
I I�I A`-_-__.-. UNIMPEDED. RELOCATE EXISTING 48"0 SiORMWATER
III EXISTING I V .I TBC11 v---_-- / O
I III STDRMWATER Po-TBC 1 / ` r1�488�7.g 11 I I 1 - �I OUTFACE STRUCTURE
v FACILITY I IBB�04I / A Iy-I I, I / III ADJUST RIM TO NEW FINISH GRADE=4686.25
�I�j PROPOSED 18"X29"RCP INV IN-4682.05 I I 1 I I / III
1
PROPOSED 18"X29"RCP INV OUT=i884-G8-4682.70 I I I + I/ l j 11 !NOTE: IF CLASS OF EXISTING N
PROPOSED WEIR OVERFLOW=4684.36 I j r---.._..1 III I �- 1� 7 RCP ARCH PIPE IS LESS THAN = (�
PROPOSED WEIR CREST-4682.77 I 1 1 I MINIMUM CLASS AS NOTED, = N
vv t 1 ! N ^vv 1 I i LI p //,/I NOTIFY ENGINEER, REMOVE AND
REPLACE EXISTING RCP ARCH
PIPE WITH NOTED MINIMUM - 00
00
CLASS.
n-
1 TBC,887.Bt
SHEET
I
-
-�- 7 GRADING&
DRAINAGE PLAN
o PROJECT:16-142
GRADING PLAT DRAINAGE PLAN a DATE:12-17-17
N "N.
0
STA 6+68.99, 23.20' LT
Rl'-51 SHARK TEETH"
YIELD LINE (TYP) 3:
PEDESTRIAN CROSSING 0
--i I
24" WHITE
•
STA 5+50.42, 28.01' LT
STA 0+45,79, 17.10' LT GALLATIN R7-1, R2-1-25
START 24" WHITE (STOP BAR) CENTERSUB 'o WHITE THERMOPLASTIC 6" WHITE LLJ
[JKI�Nl z
START 4" WHITE BIKE LANE SYMBOL 3: 3:
PED. XIN LOT 12-C AND ARROW ARK
', PER COB I' -i
STD DWGS 02581-1 -1 - IETD LINE (��P) . �j �j
& 02581-2 r— z
USE '45� �:
TYPE A XING 205
p
EXT'G 5' 7.75. 5.33' LT.
STA 2+24.11, 26.05' LT STA 519 ROAD
t - WIDE SIDEWALKEND 4 SO
WW ' L 5.5' BIKE LANE R7-1 - 6+00
11.0' DRIVE LANE STA 5+97.88, 5.34' RT v
LID/SPACED YELLOW M 7+00 8too
0.0' PAINTED MEDIAN END 4- SOLID SPACED YELLOW 0 m
1 1®1WHITE THERMOPLASTIC
11111-711.0' DRIVE LANE BIKE LANE SYMBOL Ld
BIKE LANE. 4'� WHITE 7\-- --5+00 AND ARROW Li
L- U)
0+00 1+00
LOAD j 00,� -------�4+00 C)
�2+. 3+00 0
I I STA 5+30.41, 25.32', RT vvy
R1-51 MOBLOCK PED. XING- +
CATTAIL STREET DWGS 02581-1
PER COB STD 0-) NRIS G.
7A & 02581-2
STA 5+45.47. 25.35' RT SEE SHEET C5.1 FOR CATTAIL USE TYPE B XING/ au I
THERMOPI W2-6, W13-lP ROUNDABOUT PAVEMENT IN.1g
BIKE LANE SYME MARKINGS & SIGNAGE PLAN cERSE
AND ARROW u�
STA 0+45.81, 5.33 RT 1+76.15, 24.15' RT STA 4+75.81, 25.33' RT
HITE j(ASTIC 4 WHITE-/
)L
R7-1, R2-1-25 —----- R7-1
START 4- SOLID/SPACED YELLOW
I
�� \ \ �,`y�z .■ o (v 11
STA 0+45.81 5.33' RT
START 4" SOLID/SPACED YELLOW, DRAWN BY: EWR
END 24" WHITE PROPERTY LINE F1-5� PROPERTY LINE REVIEWED BY:CGB
STA 0+45.81, 16.33' RT Lnj PROJECT ENGINEER:CGB
START 4" WHITE MINOR SUB 210 DESIGNED BY:CGB
205 PROPERTY LINE
PROPOSED SIDEWALK LOT 3 MINOR SUB 210 GALLATIN
CROSSING B" WHITE LOT 3 CENTER SUB
NOTES:
CATTAIL STREET
PAVEMENT MARKINGS&SIGNAGE 1. ALL PAVEMENT MARKINGS SHALL CONFORM WITH CITY OF BOZEMAN
HORZ. SCALE: 1" = 30' STANDARDS AND MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
(MUTCD) STANDARDS.
ev. H. 0.
SCALE 2. ALL TRANSVERSE MARKINGS, WORDS, SYMBOLS AND MARKINGS 8" OR P" cn
60 LARGER SHALL BE THERMOPLASTIC. jd
? T, 110 3. ALL LONGITUDINAL MARKINGS LESS THAN B" SHALL BE EPDXY.
I"=10
4. PAINT ALL CURB FACES WITH YELLOW EPDXY IN THE CENTRAL
STA 10+47.48 26 81' LT SECTION OF THE ROUNDABOUT(INSIDE THE CROSSWALKS).
W2-6, W13-1P STA 14+19.61, 25.56' LT 5. UNLESS OTHERWISE NOTED, ALL LINES IN THE CENTRAL SECTION OF
R7-1, R2-1-25 THE ROUNDABOUT(INSIDE THE CROSSWALKS) ARE 6" IN WIDTH. ALL
WHITE LINES OUTSIDE THE CROSSWALKS ARE 4" IN WIDTH.
STA 9+24.53, 26.05 STA 11+39.48 26.25' LT THERMOPLASTIC
ET 6'4!' BIKE LANE BIKE LANE SYMBOL
R7-1 ANY
Rl-51 AND ARROW STA 14+01.82, 5.30' LT Tl'
UAA ME
11.0' DRIVE LANE
LLJ END 4" SOLID/SPACED YELLOW
> Lumit -10.0' PAINTED MEDIAN 4" N START DOUBLE YELLOW ZJr EDGE OF EX-rG VHITE
0 -11.0 DRIVELA
PAVEMENT INIL EXTG 5' WIDE
m 5'4" BIKE LANE SIDEWALK WHITE THERMOPLASTIC BIKE
< V 4" WHITE -LANE SHEER I BOIL AND ARROW
9+64.68, 4.72' LT■ 24" YELLOW STA 12+09.41, 5.00' LT STA 14+50.33, 4.24' LT Fn �! / / QI
Ld STA THERMOPLASTIC AT 45' - PC 4" SOUD/SPACED YELLOW STA 16+02.15, END 4" WHITE.
START 4" DOUBLE YELLOW ANGLE, SPACED PT 4" DOUBLE YELLOW
50' APART(TYP) STA 12+49.00, 5.00' LT EXT'G 4" WHITE TO REMAIN.
-ET ER 0'
AN LE'5D AA
DO 10+ 45' 11+0 12+00 PT 4" SOLID/SPACED YELLOW
STA 16+34,67, 5.33' LT
I END 4" DOUBLE YELLOW
U ROAD CE
13+00
STA 9+64.65, 6.68' RT
< STA 11+90.83, 5.00' LT EXTG WHITE R3-6R
START 4" DOUBLE YELLOW END 4" DOUBLE YELLOW SYMBOL TO BE
4" WHITE START 4" SOLID/SPACED YELLOW 0 REPAINTED
ST.RE R 15+00 lj6+00 !16+351 0-4
I
LLJ -T- STA 16+34.67 5.33 RT S
STA 10+77.16, 29.31' RT 9
R7-1, R2-1-25 STA 11+90.85, 5.00' RT END 4" WHITE
ws
END 4" DOUBLE YELLOW
WHITE THERMOPLASTIC START 4" SOLID/SPACED YELLOW rn t-
o BIKE LANE SYMBOL STA 14+84.67 5.33 RT
0 , 5.33'STA 14+01.82 RT EDGE OF EXT'G START 4" WHITE
AND ARROW, EXT'G 8",WHITE
+ END 4- SOLID/SPACED YELLOW PAVEMENT TO REMAIN
G) 1 START PC 4" DOUBLE YELLOW STA 14+33.82, 23.53' RT
STA 16+34.36, 16.36' RT
295 STA 14+32.13, 0.67' RT R7-1
END 4" WHITE
PC 4" DOUBE YELLOW 10 N W s
U) GALLATIN IMFZ 0
CENTER SUB o
GALLATIN in
CENTER SUB LOT15 GALLATIN
PROPERTY LINE
PROPERTY LINE
CENTER SUB
LOT 14 0� 00
All
SHEET
CATTAIL STREET 3 C5.0
PAVEMENT MARKINGS&SIGNAGE 7 ROUNDABOUT
HORZ. SCALE: 1" = 30'
SIGNAGE
o PROJECT:16-142
DATE:06-11-18
i /, 6 4
n))
06
00
Ato
TBc
94' LT 4> 149.5'/ z
z" a
STA 7+77.72, 91.82' LT R70'
W16-7P, W11-2 70.0 31 5'
STA 6+98.74, 26.07' LT _ ®
W11-2, W16-7P 4 4f
�I�/,� > >
w w
STA 7+50.87, 51.45' LT STA 8+19.64, 39.06' LT z
L
i R1-2 R36.0'
R -2 TBC \416
STA 8+81.10, 19.56' LT R35' TBC
J
R79.5 ✓ 16.4" (TYP) R39.5'
W16-7P, W11-2 21.7'
20.7'
STA 7+58.90, 56.84' LT R110,
Ln Lo M
STA 7+74.93, 31.68' LT D3-1, Rl-2 - ■ L"N'
R6-4 Ah. STA18,+32.14, 0.84' RT 32.2' 46+1'
&;7 1)3�-1, Rl-z
AL R49.9' 8+00 5 �0' z
08- 7+00
7+00 -mL"-Am-9+oo- ---------
R70.0'
A R70' WRIS
STA 8+02.50, 11.15' LT
R6-4 Vi 111 P
Vi 1 75 20.5' TBc Bxs
41\
h L R62 R65.5'
jj�� -- 22�0' (TYP) z'
A
Now (TYF
+83.83, 29.06' RT t TlIC R50.0' DRAWN BY: EWR
7 RT9B-Cl REVIEWED BY:COB
R6-4
STA 6+81.4 23.20' RT 1 STA 8+1
W11-2, W16-7P 55.51, 19.91' RT , PROJECT ENGINEER:COB
W11-2, W16-7P
R120.0' 24.0 DESIGNED BY;COB
[CATTAIL ST STA 7+42.88, 5.59' RT �A 8+09.69, 54.41' RT NCONROLLED XING
R6- R1-2 PER COB STD DWGS
lk 0258-1 & 02581-2
USE TYPE B XING.
0
STA 7+13- -U, 41 LT (TYP)
D3-1, Rl-2
DETECTABLE WARNIN
I j SURFACE (TYP)
STA 7+79.30, 59.19' RT
4> 11�11' D3-1, R1-2 4" YELLOW THERMOPLASTIC (TYP) Wr z
STA 7+12.20, 32.27' RT STA 7+48.02. 67.43' RI 45- ANGLE (TYP)
RI-2 Ae
W11-2, W16-7P .0--)
STA 8+03.30, 87.79' RT CTJ
W11-2, W16-7P 0
SCALE
ROUNDABOUT SIGNAGE PLAN 1-20 ROUNDABOUT PAVEMENT MARKING PLAN
HORZ. SCALE: 1" 20' HORZ. SCALE. 1" = 20'
0
PEDESTRIAN CROSSING 6" WHITE EPDXY >
8'x2' MITE THERMOPLASTIC SURFACE MOUNT DELINEATOR I
NTH 2' SPACING (TYP) A YELLOW (12 PROJECT TOTAL)
4" WHITE EPDXY
WHITESURFACE(8 PROJECT TOTAL)DELTNEATOR u
NOTES
DIRECTION OF TRAVEL 6" YELLOW EPDXY R1-2 YIELD SIGN WITH D3-1 STREET
SIGNS (4 PROJECT TOTAL) 1. ALL PAVEMENT MARKINGS SHALL CONFORM WITH CITY OF
4- DOUBLE DETECTABLE WARNING BOZEMAN STANDARDS AND MANUAL ON UNIFORM TRAFFIC fed
YELLOW EPDXY 4" YELLOW EPDXYSURFACE (TYP) CONTROL DEVICES (MUTCD) STANDARDS.
CENTER DELINEATOR ON RADIUS
ON SIDE WITH INCOMING TRAFFIC CENTER DELINEATOR IN RADIUS
AND PLACE CENTER WITHIN 0.5' RS 2. ALL TRANSVERSE MARKINGS, WORDS, SYMBOLS, AND 8" OR
hD
A? AND LOCATE CENTER WITHIN 0.5' LARGER LANE LINE PAVEMENT MARKINGS SHALL BE INLAID
FROM BACK OF CURB FROM BACK OF CURB
I THERMOPLASTIC. 21
CENTER DELINEATOR IN RADIUS Rl.O 00
0 ;�
AND ON SIDE % Rl.O' 3. ALL LONGITUDINAL MARKINGS LESS THAN B" SHALL BE EPDXY.
WITH
INCOMING
TRAFFIC AND LOCATE GEMNTEGI '2.0' MIN
WITHIN 0.5' FROM BACK OF CURB 6" MITE EPDXY 4. PAINT ALL ROUNDABOUT CURB FACES WITH YELLOW EPDXY TO oc
END OF CURB OR TO BIKE RAMPS, INCLUDING RADII, AS WELL AS 04
R2.0 Rl.O' ALL PIN DOWN CURB. MOUNTABLE CURB FACE IS NOT PAINTED,
MIN 8' MIN 6" YELLOW FF'OXY Z
PAINT ALL CURB FACES WITH 5. UNLESS OTHERWISE NOTED, ALL LINES IN THE CENTRAL SECTION
YELLOW EPDXY(TYP) OF THE ROUNDABOUT (INSIDE THE CROSSWALKS) ARE 6" IN �
4" YELLOW EPDXY WIDTH. ALL LINES OUTSIDE THE CROSSWALKS ARE 4" IN WIDTH.
R3' z
4" DOUBLE DIRECTION OF TRAVEL CENTER DELINEATOR IN RADIUS 6. REFER TO BOZEMAN DETAIL DRAWING 02581-2 FOR
YELLOW EPDXY AND LOCATE CENTER WITHIN 0.5' UNCONTROLLED CROSSINGS AND DTL DWG 02581-1, ALSO o O cm)
20.0' MIN FROM BACK OF CURB INCLUDED IN THIS PLAN SET ON SHEET C6.0. i U
h\ 7. PAINT CURB WITH YELLOW EPDXY 15 LF ON EITHER SIDE OF ALL
FIRE HYDRANTS.
4" WHITE EPDXY
6- WHITE EPDXY 8. PAINT CURB WITH YELLOW EPDXY FROM ALL R7-1 LEFT AND 0!� 00
R7-1 RIGHT SIGNS TO PC OF CURB.
CENTER DELINEATOR ON RADIUS
ON SIDE WITH INCOMING TRAFFIC SHEET
AND PLACE CENTER WITHIN 0.5' o
FROM BACK OF CURB C5.1
k,
T ROUNDABOUT
SIGNAGE
TYPICAL MEDIAN AND MARKING DETAIL, PROJECT:16-142
NOT TO SCALE DATE:06-11-18
5.4" (0.45') w000N
24" TOOLED JOINT (1" DEEP) NOTE: o o IQi o a
9" DETECTABLE m rn
CONCRETE SIDEWALK AND WARNING LRAMPTSIN
18" FOR RAMPS IN o 0 0 0
DEPRESS CURB TO THIS LINE CURB BROOM FINISH SURFACE / N SIDEWALK. 6' FOR
2" FOR CURB DROP. 1/4.. / ^I LINE WITH WALK4"THICK P.C.C.4" TOPSOIL° 3"R SPILL CURB 5'WIDE SIDEWALK4(TYP.) -j( 4"RCATCH CURB 4.5"
S= 3 4":1' 18"
12" '6'' 4 MIN.
3" COMPACTED CRUSHED - 6 3
ROCK BASE /�//��/,r�/,��fj�/l/�/���J 3" COMPACTED CRUSHED PARALLEL RAMP ON TANGENT
-1- ° 7.5" \ `° -` - ROCK BASE E��j
�9 - - COMPACTED SUBGRADE VARIES z
COMPACTED SUBGRADE
OF
j V U V
- NO LIP K � m �
CRUSHED GRAVEL >I,�OOOO77-
OOOOU��C v �O � u� '� ''
0 0 0 0 0 0 0 0 0 0 O'"O O' O
BASE - 3" MIN. '� 0 0 0
TOOLED CONTROL JOINT DETAIL N N_N_m
SUB BASE COURSE x
MIN. 3" OF 1" x
AS REQUIRED NOTES: SECTION THROUGH RAMP CRUSHED ROCK
1. CONCRETE DEPTH FOR STD. SIDEWALKS SHALL BE 4" MIN. BASE z ni l"i a
'>��,��� 2. SIDEWALKS SHALL SLOPE AWAY FROM STRUCTURES AND BUILDINGS AS
COMPACTED SUBGRADE � � �f V��V�,�� `(�� SHOWN ON GRADING PLAN. MAXIMUM CROSS SLOPE - 2% NOTES:
3. CONCRETE SHALL BE 4,000 PSI ® 28 DAYS.
1.TEXTURE TO MEET LOCAL CODE
4. CONTRACTION JOINTS SHALL BE PLACED AT 5' INTERVALS
NOTES: 5. EXPANSION JOINT MATERIAL SHALL BE PLACED AT 50' INTERVALS 2 AMERICANS NTH DALL RAMPS AND CSABIUTES ACTCESSWAYS A(A A;NFORM TO THE
1. SUBGRADE AND SUB BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02234 (MPWSS) KRIS G.
DETAIL
7 71.22
2. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF 3/4" r G , �Le DETAIAe C.4'/sae%s eE y
AND MINIMUM WIDTH OF 1/8". cc.a N.TT CONCRETE SIDEWALK
N .SS.. C6.0 AAA ACCESSIBILITY RAMP 7 N
3. 1/2" EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.S, P.T.S, CURB RETURNS AND AT NOT ,
MORE THAN 300' INTERVALS. THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE GRATE: HOT DIPPED GALV. BOTTOM SLAB AND WALLS ARE MONOLITHIC
CURB AND GUTTER. 2" X 3/8" STEEL FLAT BAR BUILT TO ASTM C-478 SPECIFICATION DRAWN BY: EWR
® 4" O.C. W/ 3" X 2" X 1/4" ALL LIFTING EYES IN EACH SECTION MUST BE USED
4. CONCRETE SHALL BE CLASS M-4000. ANGLE AND STAINLESS ANCHORS. OVERSIZED OPENINGS FOR PIPE - O.D. + 2"CONTRACTOR TO REVIEWED BY:CGB
GROUT ANNULAR SPACE PROJECT ENGINEER:CGB
5. CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235(MPWSS). REINFORCEMENT#4 REBAR ® 12" CENTER TO CENTER EACH
WAY AND CENTERED IN WALL DESIGNED BY:CGB
CONTRACTOR TO TRIM PIPE ENDS TO MATCH
INSIDE OF STRUCTURE
STANDARD
I DETAIL FRAME AND COVER TO BE EITHER D &L A-1172 WITH 1" COVER, MCI 305
CASTING &COVER FRAME, 305A COVER, OR IFCO 772 FRAME, 772-B COVER OR DEETER 1025.
INTEGRAL CONCRETE CURB&GUTTER
C.O.B. STD. DWG. NO. 02528-1 N.T.S. COVERS SHALL HAVE TWO 1" PICK HOLES. 18"
b
FLAT SLAB COVER RIM ELEV.
SO PIPE ' SEE PLANS 6"WALL
ADJUSTABLE RINGS,`- _
2" MIN., 12" MAX. - ,
NOTE: ALL JOINTS BETWEEN MANHOLE SECTIONS,
MANHOLE RING& TOP SECTION, AND AROUND _
SEWER PIPE INTO MANHOLE SHALL BE WATER- CL— CL
24" OR�I TIGHT. JOINTING MATERIAL SHALL BE"RAM-NEK"
OR EQUAL FOR ALL JOINTS EXCEPT BETWEEN
n 27" OPENING SEWER PIPE AND MANHOLE WALL. ® [�
INV.IN ELEV. o
SEE PLANS !�1 iq SD PIPE -
N
d MANHOLE STEPS AT 18'
w "
n t" WEEP HOLE Fi
a 16" CENTERS PRECAST REINFORCED CONCRETE MANHOLE RISER j (4" TYPICAL) (S�
w ; AND COVER MANUFACTURED IN ACCORDANCE 4"
IL FLOOR ELEV. TOP VIEW
rn m WITH ASTM DESIGNATION C-478. SEE PLANS
2" PERFORATED SQUARE TUBE POSTir . 6" SLAB
14GAUGE)
0 0
SIGN BLANKS ( GAUGE
) w rn
MOUNTED o SIDE VIEW
BACK TO BACK FASTEN POST TO SLEEVE WITH %6" F gklo
ON POST CORNER BOLT (A325) 1 Y2" ABOVE a AS REQUIRED 6 DETAIL
FINISH GRACE. INSERT BOLT HEAD m
FROM OPPOSITE SIDE OF EXPECTED j 0 36»%48"INLET/OUTLET STRUCTURE �4
FINISH IMPACT. INSERT DRIVE RIVET INTO o WITH FABRICATED STEEL GALVANIZED GRATE N.T.S.
2' (MIN)—� GRADE OPPOSITE SIDE z Z CUTOUTS AS REQUIRED
m Lea
L ' � 0
W
4" °w°
2)4- X 30" 12 GAUGE w o
2" PERFORATED NON-PERFORATED SQUARE TUBE r
SQUARE TUBE SIGN POST SLEEVE (TELSPAR "QUIK a v
0 u
POST (TELSPARAPPROVED
w PRECAST OR POURED-IN-PLACE BASE.
OR APPROVED 7' (MIN) 24" ., PUNCH" OR APPROVED EQUAL) N A POURED-IN-PLACE BASE, MINIMUM
EQUAL) CONCRETE THICKNESS BELOW PIPE IS `y
CHANNEL = DIA. OF PIPE 8 INCHES. PRECAST BASE, MINIMUM en
INSERT SIGN POST 18" INTO SLEEVE THICKNESS IS 6 INCHES.
Lra
9" CONCRETE ANCHOR A
SIGN POST FOUNDATION DETAIL RADIUS
EFMANHOL H
in
SLOPE AT 1" PER FOOT.
CHANNEL TO FULL PIPE DEPTH. „
W a o
ATTACH SIGNS TO POST WITH DRIVE RIVETS (MIN. O N
2 PER SIGN) NOTE: STORM DRAIN MANHOLES SHALL 8 Z
DIA. OF SE ER PIPE NOT HAVE FORMED CHANNELS AND THE O
LOWEST PIPE INVERT SHALL BE 9" HIGHER
THAN BOTTOM OF MANHOLE. m ~
DETAIL
cbo TYPICAL SIGNAGE 00
COB STD. DWG N0. 09810-1 �1 DETAIL SECTION A-A
a•o STANDARD STORM DRAIN MANHOLE SHEET
N.T.S.
3 C6.0
ROUNDABOUT
DETAILS
AS B U I LT < DATOE:E06-112-7182
0 0.-
w N N N
F N O d
NOTES MEDIAN CONCRETE CURB `O
0 0 0
7¢" EXPANSION JOINTS ARE SHOWN AS DARK SEE DTL. DWG. NO. 609-10 (DETAIL 3, THIS PAGE) REINFORCE WITH 4 CONSTRUCTION:
SOLID LINES FOR VISUAL PURPOSES. #4 LONGITUDINAL BARS 7" 4" GROUT 2" DIA. HOLE r
BOND BREAKER TYP. m
f1 BOND BREAKER IS SHOWN AS A DARK BETWEEN CAP AND CURB FLUSH TO TOP OF 1. CURBS MAY BE CONSTRUCTED USING ANY OF THE
1 DASHED LINE FOR VISUAL PURPOSES.
C ��ETE ROUND ALL EXPOSED 4" CURB WITH EPDXY FOLLOWING THREE METHODS: Z a
CONCRETE MEDIAN CAP 3 6"' THICKT 114MINUS CRUSHED I EDGES TO�'4' RADIUS. GROUT (1) CAST IN PLACE a
AGGREGATE BASE LEVELING ,1 I�
COURSE 2" 1 1 1 1/2" TO EVERY REINFORCING IRE (2) CONSTRUCTED BY THE USE OF AN APPROVED CURB o
FORMING OR SLIP FORM MACHINE.
j j 21"THICK, 3"-0 UNCRUSHED 1 1 AT Z' CENTERS OR
3" MIN BASE COURSE 3" / 1 r+ - 2. WHEN USING EITHER METHOD (2) OR (3), REINFORCING
>k TENSAR TX-190L GEOGRID NO -y} +�+++ APPROVED CHAIR METHOD
° STEEL IS NOT REQUIRED, WITH THE EXCEPTION OF THE
7 CRUSHED AGGREGATE =1T APPROVED EQUAL) OVER 8 OZ. TOP a +4i+�_ . .� PINS. SCORE OR SAW CUT CURBS TO A DEPTH OF 1" TO w
i; ` COURSE (VARIES) - NON-WOVEN FABRIC (MIRAFI 18ON COURSE 3" 1 1/ '' - 2" FORM CONTRACTION JOINTS AT INTERVALS OF 10 FT. OR
{-` BREAKER v BOND ,SURFACING �� OR APPROVED EQUAL) MAT IN LESS. EXTEND Yz" MIN. WIDTH EXPANSION JOINTS W
PLACE 1 1/2" COMPLETELY THROUGH CURB EVERY 100 FT. (t 30 FT.) g
' COMPACTED SUBGRADE +n
AT INTERVALS EQUAL TO THE NEAREST MULTIPLE OF THE u u
CONTRACTION JOINT INTERVAL AND FILL WITH PERFORMED
SECTION A-A TYPICAL PAVEMENT SECTION
CONCRETE EXPANSION JOINT FILLER MEETING SECTION 707. w w
MEDIAN CAP NOTES: QUANTITIES (FOR ESTIMATING a a J
%"' DIA. X 18" PLAIN BAR (MINIMUM OF TWO USED FOR o o_
' NOTES: PURPOSES ONLY): MATERIAL:
i TRANSVERSE 1. INSTALL PREFORMED EXPANSION JOINT FILLER, PER SECTION 1. PAVEMENT SECTIONS SHALL BE CONSTRUCTED PER MONTANA PUBLIC CONCRETE = 0.015 C.Y. PER EACH CURB SECTION, MAXIMUM SPACING 6.0'. 3a' DIA. vwi vwi m
CONTRACTION JOINTS 707, AT ALL EXPANSION JOINTS FOR THE FULL THICKNESS WORKS STANDARD SPECIFICATIONS (MPWSS) AND GEOTECHNICAL 1.0' OF CURB (#6) REBAR IS AN ACCEPTABLE ALTERNATIVE 1. CONSTRUCT CURBS WITH GENERAL CONCRETE OR AN
OF THE CONCRETE MEDIAN CAP. 2' OR
REPORT. REINF. STEEL = 2.7 LB. PER APPROVED EQUIVALENT MIX.
TRANSVERSE 1.0' OF CURB
EXPANSION JOINT 2. INSTALL A BOND BREAKER FOR THE FULL THICKNESS OF ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM OF 97% 2. EXPDXY BINDER FOR GROUTING MUST MEET THE z N ri
THE CONCRETE MEDIAN CAP BEWTEEN THE CAP AND THE 3 OF MARSHALL BULK DENSITY. DIA.
CURB SECTION,RE NRfdAX(MINIMUM
MSOF THREE USED REQUIREMENTS OF (AASHTO M 235) (ASTM C 881).
LONGITUDINAL CURB. USE A 15 OR 30 POUND ROOFING FELT MATERIAL,
CONTRACTION JOINTS OR OTHER PRODUCT AS APPROVED BY THE PROJECT SUB-BASE, BASE COURSE & SUBGRADE SHALL BE COMPACTED TO
MANAGER, FOR THE BOND BREAKER. DO NOT USE 3.
95% PER ASTM 1557
EXPANSION JOINT MATERIAL AS A BOND BREAKER.
UNSTABLE SUBGRADE- PROVIDE TENSAR TX-190L TRIAXIAL GEOGRID CHRIS G.
3. ALL JOINTS MUST BE STRAIGHT AND PERPENDICULAR TO (NO APPROVED EQUALS) IN ADDITION TO B OZ. NON-WOVEN
THE CENTERLINE AND THE SUFACE OF THE MEDIAN CAP. GEOTEXTILE FABRIC (MIRAFI 1BON OR APPROVED EQUAL), IS RtaezSRe
WHERE PRACTICAL, ALIGN ALL JOINTS WITH LIKE JOINTS IN y�
I ADJOINING WORK. USE JOINTS TO OUTLINE ALL PANELS IN / 3 \DETAIL
MEDIAN THE MEDIAN CAP. USE SQUARE PANELS WHEN PRACTICAL. �•1 TYP.MEDIAN CONCRETE CURB:TYPE"A"-MAT IN PLACE I
i CONCRETE ON NARROW MEDIAN CAPS RECTANGULAR SHAPED PANELS l TYP. Q.
CURB ARE ACCEPTABLE. �•1 TYPICAL PAVEMENT SECTION MDT STANDARD DWG. 609-10
TYPICAL STRUCTURE 4. PROVIDE CONTRACTION JOINTS NO LESS THAN J6" WIDE AND N.T.S. DRAWN BY: EWR
IN PLACE NO MORE THAN Y4"WIDE AND NO LESS THAN 1" IN DEPTH. REVIEWED BY:COB
CONTRACTION JOINTS MAY BE CUT BY A GROOVE FORMING
TOOL.
PROJECT ENGINEER:COB
LONGITUDINAL 5. LOCATE EXPANSION JOINTS AT ALL JOINTS BETWEEN THE DESIGNED BY:CGB
EXPANSION JOINT MEDIAN CAP AND STRUCTURES IN PLACE AND EVERY 100
A j A FT AT INTERVALS EQUAL TO THE NEAREST MULTIPLE OF THE 60' ROW FUTURE - EAST SIDE
L_ I-il CONTRACTION JOINT INTERVAL USE A LONGITUDINAL 6.5' WIDE 6.5' WIDE SOUTH OF CATTAIL
EXPANSION JOINT IN THE CENTERLINE OF ALL MEDIAN CAPS BOULEVARD BOULEVARD
(
WIDER THAN 12 FT. 4' AT
(4' AT
I 6. USE LONGITUDINAL CONTRACTION JOINTS IN MEDIAN CAPS CULVERT CULVERT
WIDER 6 FT WITH SPACING NOT TO EXCEED 6 FT. CROSSING) ROBBING)
i FUTURE 10' UTILITY
SPACE TRANSVERSE CONTRACTION JOINTS EQUAL TO THE 10' UTILfiY 1� ' WIDE ROADWAY WIDTH ( 1'
( LONGITUDINAL SPACING ON THE MEDIAN CAPS WIDER THAN EASEMENT* IDEWALK VARIES ID WIDE EASEMENT* U
6 FT FOR MEDIAN CAPS NARROWER THAN 6 FT, SPACE C.O.B. CONC. SIDEWALK
TRANSVERSE CONTRACTION JOINTS 10 FT. OR LESS. CURB & W
GUTTER (TYP.) Q% 2`0% 2Y09>
7. CONSTRUCT CONCRETE MEDIAN CURB AND CAP WITH CLASS 2•°� 2 2 3.0% 3.0% -
GENERAL CONCRETE OR APPROVED EQUAL k•
�DETAIL G 4" THICK
�•1 TYP.CONCRETE MEDIAN FUTURE 6" h+�
MDT STANDARD DWG. 609-12 3" ASPHALT SURFACE TOPSOIL M-4000
CONCRETE �I
STABLE SUBGRADE COURSE psrq
PLACE 315 LB. WOVEN FABRIC 6" CRUSHED GRAVEL BASE (TYP.) 3" MIN GRAVEL F�1
(MARAFI 60OX GEOFABRIC OR APPROVED EQUAL) OVER COURSE (1-1/2" MINUS) BASE
ROLL COMPACTED SUBGRADE 21" PITRUN GRAVEL COMPACTED
SUBGRADE
UNSTABLE SUBGRADE (6" MINUS) FUTURE - EAST SIDE H W
PLACE TENSAR TX-190L GEOGRID (NO APPROVED MARAFI 600X GEOFABRIC W
OR APPROVED EQUAL SOUTH OF CATTAIL
EQUAL) OVER 8 OZ. NON-WOVEN FABRIC (MIRAFI 180N �1
OR APPROVED EQUAL) ON
SMOOTH ROLLED EXISTING SUBGRADE. fie\ DETAIL p
OVERLAP GEOGRID 24" MIN AND TE AT 24"FABRIC
SPACING. C61 `MAX AVENUE TYPICAL STREET ROADWAY SECTION
OVERLAP FABRIC 24" MIN. nr,
NTS 04 F��1
'PROOF ROLL TO DETERMINE IF SUBGRADE IS STABLE
OR UNSTABLE �I
ENGINEER SHALL WITNESS ALL TESTING
#4 x 2'-0" LONG EPDXY COATED
DEFORMED TIE BARS SPACED AT
2'-6" CENTERS
DRIVE JOINT SEALANT
APRON MATERIAL � ASPHALT
SURFACING
,.
a 3„
6 z
2" •� 1' MOUNTABLE CURB 1' MOUNTABLE CURB
L MIN. 2' CURB & M
' ' 10 1' GUTTER 0.8' SPILL CURB 2' CURB &
0.8' SPILL CURB GUTTER
SIDEWALK BLVD DRIVE
NE 14' DRIVE APRON 38' CONCRETE MEDIAN 14' DRIVE APRON DRIVE
BLVD SIDEWALK--
VARIESW w
45' SLOPED LIP TO o4, 0000
MOUNTABLE CURB MOUNTABLE CURB F+1Ll
1-2 10" SEE DETAIL FOR VARIES EXPANSION JOINT VARIES s Fy ^ y
1.5% MIN
1.5% t1.5% 3.0% MAX 2.0% �_
1-0 30% MIN ° - 0%
DIMENSIONS 2•�i 2 3.0%_MAX ti 59 ,-. 1"1 ►a (�
--- .,
6" DEPTH MATCH EXT'G
MATCH EXT'G OF TOPSOIL GROUND (7
GROUND 8" REINFORCED (�]
3" CRUSHED COLOR STAMPED 4" ASPHALT SURFACE COURSE WITHIN o
GRAVEL BASE CONCRETE SLAB ROUNDABOUT AND ALONG CATTAIL ST, r a N
OVER COMPACTED
4 DETAIL STABLE SUBGRADE SUBGRADE. 6" REINFORCED 3" ASPHALT SURFACE COURSE 8 O
�•1 MOUNTABLE CURB JOINT PLACE 315 LB. WOVEN-FABRIC CONCRETE SLAB 6" CRUSHED GRAVEL OUTSIDE OF THE ROUNDABOUT AND o
N.T.S. J (MIARAFI 600X OR APPROVED EQUAL) OVER ROLL COMPACTED SUBGRADE 5=1.0°J" MIN. BASE COURSE ALONG MAX AVE, ® rc �
(1-1/2" MINUS) C,)
UNSTABLE SUBGRADE COMPACTED SUBGRADE 6" CRUSHED GRAVEL BASE p®I W
PLACE TENSAR TX-190 GEOGRID OVER 8 OZ. NON-WOVEN FABRIC ON COURSE (1-1/2" MINUS)
SMOOTH ROLLED EXISTING SUBGRADE. 21" PITRUN GRAVEL (6"
OVERLAP GEOGRID 24" MIN AND TIE AT 24" SPACING. DETAIL MINUS) _
OVERLAP FABRIC 24" MIN. C6.1 MARAR O FABRIC OR
ROUNDABOUT TYPICAL SECTION APPROVED EQUAL
*PROOF ROLL TO DETERMINE IF SUBGRADE IS STABLE OR UNSTABLE NTS COMPACTED SUBGRADE
ENGINEER SHALL WITNESS ALL TESTING SHEET
C6.1
ROUNDABOUT
DETAILS
11 Ot ! PROJECT:16-142
i
DATE:06-12-18
0 0
w N N N
00
Q O,1
A = t21.89 FT' � 01�
PAINT= t0.23 GAL 0 0 0
EPDXY= t0.30 GAL
(1 SQUARE = 0.32') m
0
NORMAL . r.
WHITE LINE l 'I
(QUANTITIES PER TRIANGLE) al
AREA = 3.00 FT` �'�
PAINT= f0.03 GAL AREA=t5.95 FT' N
EPDXY f0.04 GAL
= PAINT-t0.0 GAL
z
ir
=t o
EPDXY 0.05 GAL
(1 50UARE=4) C U
�S I �B o: as
J
72" N town Illi ca
J1I m
72" o
B = 2,-0" 1
H = 3
S 12" `°
CXRIS G
72" olu KI
10825 PE
NOTES:
TRAINGULAR HEIGHT IS EQUAL TO
1.5 TIMES THE BASE DIMENSION.
YIELD LIES E SMALLER
N MAY B MA R
DRAWN BY EW R
THAN SUGGESTED WHEN INSTALLED
ON MUCH NARROWER, SLOW-SPEED
REVIEWED BY:CGB
FACILITIES SUCH AS SHARED-USER
PROJECT ENGINEER:CGB
PATHS.
DESIGNED BY:CGB
3'-4"
n DETAIL 2 DETAIL s DETAIL
cb.z YEILD LINE LAYOUTS cb•2 PAVEMENT MARKINGS FOR BICYCLE LANES cb.z BIDE LANE SYMBOL 0
MUTCD FIGURE 3B-16 MUTCD FIGURE 9C-3 MDT STANDARD DWG. 620-25 4 DETAIL
ce.a "ONLY"PAVEMENT MARKING
MDT STANDARD DWG. 609-12 u
GENERAL NOTES: r11
1. ALL PAVEMENT MARKINGS ARE TO CONFORM TO
THE REQUIREMENTS OF THE "MANUAL ON UNIFORM pwol" �+
TRAFFIC CONTROL DEVICES" AND "STANDARD
HIGHWAY SIGNS" PUBLICATIONS FROM THE FEDERAL w
HIGHWAY ADMINISTRATION. ® FI
2. ALL ARROWS AND WORDS ARE TO BE WHITE. hHj a
3. QUANTITIES ARE BASED ON THE SIZES OF THE ~.q
PAVEMENT MARKINGS SHOWN AND ARE FOR E.1
ESTIMATING PURPOSES ONLY.
AREA = ±25.99 FY1 4. PAINT VOLUMES ASSUME A 17 MIL THICKNESS
PAINT = t0.28 GAL may, o
EPDXY = EPDXY VOLUMES ASSUME A 22 MIL THICKNESS
t0.36 GAL
AREA = t4.56 FTZ (1 SQUARE 0.32')= r
PAINT= f0.05 GAL
EPDXY= t0.06 GAL STRAIGHT ARROW TURN ARROW
(i SQUARE= 4") AREA = ±11.42 FT' AREA = ±15.57 FYL
- PAINT = t0.12 GAL PAINT = t0.16 GAL
EPDXY = t0.16 GAL EPDXY = t0.21 GAL
(1 SQUARE = 0.32') (1 SQUARE = 0.32')
N
N
!D
N ry0 � I 1
N @�
N
i t �
pow
O O O (� y
N � N 00
p M
g
is �1 vi �n
N
in
+
Z
( ) U
�1 W
F
0.96' 1.12' 0.96' ai
T20' 3.20'
3
i
2 Q SHEET
51 DETAIL �6 DETAIL 7 DETAIL C6"2
3
a.2 DIRECTIONAL ARROW FOR BIKE LANE c6.s COMBINED ARROW a z STRAIGHT ARROW&TURN ARROW
MDT STANDARD DWG. 620-15 MDT STANDARD DWG. 620-15 MDT STANDARD DWG. 620-15 7 ROUNDABOUT
:U:l
ETAILS
S-Ill L II a PROD -112-118
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