HomeMy WebLinkAboutCatamount Street Improvements for Creekside Apartments CATAMOUNT STREET IMPROVEMENTS
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CREEKSIDE APARTMENTS
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Catamount St.
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SHEET NO. DESCRIPTION
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Si ental Trail MARCH 201I�IUi/► 02.0 CATAMOUNT STREET PLAN & PROFILE
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LEGAL DESCRIPTION
LOTS 5 CATTAIL SUBDIVISION PHASE III
E
Civil Engineering by: Developer.
MADISON ENGINEERING CATTAIL INVESTMENTS I LLC
895 TECHNOLOGY BLVD, SUITE 203 8402 LTTTLE GULLY ROAD
BOZ]EMAN,MT 59718 BOZEIMIAN,MT 59715
(406) 586-0262(406) 586-5740 FAX (406) 599-5169
AS B -71
UILT
COVER S--IEET
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LEGEND a
PROPOSED ASPHALT PROPOSED
BENCHMARK (SEE SHTS C2.0 & C2.1 STRMWATER ---
--4770-- INDEX CONTOUR • FOUND MONUMENT AS NOTED
PIN466z.66 FOR ROADWAY DESIGN) DETENTION ---------- CONTOUR MINOR (1' INTERVALS) 0 BENCHMARK
SCALE ______ _- PROPERTY LINE ® MONUMENT BOX
0 20 40 80 lC4 BENCHMARK ROAD RIGHT-OF-WAY SEWER MANHOLE
CATAMOUNT ST _ - - - -+ c4aeo.o7 - - - - ADJOINING PROPERTY WATER VALVE
ss
. zFENCEN EASEMENT LINE ® CURB STOP g
N
DATUM s�To FIRE HYDRANT
NAVD 88 PROPOSED CURB W WATER MAIN ® WATER WELL
& GUTTER - V I WS WATER SERVICE POWER POLE m
SO -FS FS- FIRE SERVICE GUY ANCHOR <
�- a
_ ss SEWER MAIN 0 ELECTRIC PEDESTAL
PROPERTY LINE I I ss SEWER SERVICE 0 STORMDRAIN MANHOLE
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-So So- STORM DRAIN ® CURB INLET Z
L I
® TV PEDESTAL
-OR OR- OVERHEAD POWER
OVERHEAD TELEPHONE ® GAS METER
I I _____ ROAD CENTERLINE TELEPHONE PEDESTAL
TOP BACK OF CURB TREE CONIFER CHRIS G.
N
N
TREE DICIDUOUS Mk EDGE OF PAVEMENT � �
H _ -_-- EDGE OF GRAVEL N•.1 25 RE
CONCRETE PAD/SIDEWALK 'ccRsc
EDGE OF BUILDING
DRAWN BY: BLB
REVIEWED BY:CGB
PROJECT ENGINEER:CGB
GENERAL NOTES:
DESIGNED BY:CGB
1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO MONTANA PUBLIC WORKS STANDARDS AND INSPECTION. TESTING&CERTIFICATION NOTES STORM DRAIN
CURRENT CITY OF 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 1. CONTRACTOR SHALL NOTIFY CITY OF BOZEMAN PUBLIC WORKS OFFICE AND DESIGN ENGINEER A 1. ALL STORM DRAIN PIPE SHALL BE LAID STRAIGHT GRADED BETWEEN BEGINNING AND END INVERTS. NO
2. CONTRACTOR SHALL PROVIDE FOUR SETS OF REVIEWED MATERIAL SUBMITTALS TO DESIGN ENGINEER, MINIMUM OF 24 HOURS(1 BUSINESS DAY) PRIOR TO START OF CONSTRUCTION, BEDDING, SWEEPING OR DEFLECTIONS ARE ALLOWED.
WITH INSURANCE CERTIFICATE AND PERFORMANCE AND PAYMENT BONDS FOR ALL WORK WITHIN THE 2. COMPACTION TESTING OF SUBGRADE, BASE COURSE AND ASPHALT REQUIRED FOR ALL LIFTS. 2. CONTRACTOR SHALL FLUSH AND CLEAN ALL STORM DRAIN PIPE AND MANHOLES AND REMOVE ALL
RIGHT OF WAY 5 BUSINESS DAYS PRIOR TO THE PRE-CONSTRUCTION CONFERENCE. BONDS TO BE TO CONTRACTOR SHALL PROVIDE ACCESS TO INSPECTOR TO COMPLETE THE COMPACTION TESTS. FOREIGN MATERIAL, IF FLUSH
A SAR AS A RESULT OF CONSTRUCTION AN MANHOLES
THE OWNER. CITY OF BOZEMAN AND MADISON ENGINEERING SHALL BE NAMED AS ADDITIONAL 0
INSURED. 3. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER A MINIMUM OF 24 HOURS(1 BUSINESS DAY) PRIOR
TO THE REQUIRED INSPECTIONS. CURBS&SIDEWALKS
3. CONTRACTOR SHALL ATTEND AND PARTICIPATE IN A CITY OF BOZEMAN PRE-CONSTRUCTION b B
CONFERENCE. DESIGN ENGINEER TO SCHEDULE PRE-CONSTRUCTION CONFERENCE ONCE MATERIAL 4. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO ALLOW THE 1. UNLESS OTHERWISE SHOWN OR INDICATED ON THE DRAWINGS, 6-INCHES NOMINAL CURB EXPOSURE
SUBMITTALS, BONDS AND INSURANCE CERTIFICATES HAVE BEEN SUBMITTED FOR REVIEW. INSPECTOR TIME TO COMPLETE COMPACTION TESTING. CONTRACTOR SHALL NOT COVER ANY LIFT SHALL BE FOR ALL CURBING.
PRIOR TO COMPACTION TESTING BY INSPECTOR. LIFTS NOT TESTED WILL NOT BE CERTIFIED BY
4. CONTRACTOR SHALL APPLY FOR AND PROCURE STREET CUT PERMIT. THE DESIGN N IN R OR A PT D BY THE CITY, 2. CONTRACTOR SHALL CONSTRUCT HANDICAP ACCESS RAMPS AND SIGNAGE IN ACCORDANCE WITH
5. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES WHERE NEW 5. INSTALLATION OF WATER MAINS SHALL BE INSPECTED AND CERTIFIED BY THE DESIGN ENGINEER. CURRENT ADA AND LOCAL REOURRMENTS.
FACILITIES CROSS OR CONNECT. CONTRACTOR SHALL BE RESPONSIBLE FOR EXPOSING POTENTIAL INSTALLATION OF DOMESTIC WATER SERVICE LINE SHALL BE INSPECTED AND CERTIFIED BY THE W I••I
UTILITY CONFLICTS FAR ENOUGH AHEAD OF CONSTRUCTION TO MAKE NECESSARY GRADE MODIFICATIONS CITY OF BOZEMAN WATER DEPARTMENT. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER FAR 3. SIDEWALKS SHALL BE.A MINIMUM OF 6-INCHES THICK. ALL SIDEWALKS SHALL BE CONSTRUCTED
WITHOUT DELAYING THE WORK. ALL UTILITY CROSSINGS SHALL BE POTHOLED AS NECESSARY PRIOR TO ENOUGH IN ADVANCE TO ALLOW THE INSPECTOR TIME TO COMPLETE THE REQUIRED INSPECTION. USING 4,000 PSI CONCRETE.
EXCAVATING OR BORING TO ALLOW THE CONTRACTOR TO PREVENT GRADE OR ALIGNMENT CONFLICTS. W
6. NO PIPE, VALVES, BENDS, ETC. SHALL BE BURIED PRIOR TO INSPECTION BY DESIGN ENGINEER. 4. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ENGINEER TO ASSURE CONCRETE TESTING IS LTI rL
6. GROUNDWATER IS SHALLOW ON THIS SITE. DE-WATERING WILL LIKELY BE REQUIRED FOR EXCAVATIONS COMPLETED IN ACCORDANCE WITH CITY STANDARDS. A MINIMUM OF 24 HOURS NOTICE IS REQUIRED. I� W
OVER THREE FEET IN DEPTH FROM CENTERLINE ROADWAY. CONTRACTOR SHALL PREPARE, SUBMIT 7. PRESSURE, VELOCITY FLUSH, AND BAC-T TESTS ARE REQUIRED FOR THE WATER MAIN AND FIRE
AND PROCURE A DISCHARGE PERM IT FOR DE-WATERING ACTIVITY PRIOR TO THE INSTALLATION OF SERVICES. ALL TEST SHALL BE PERFORMED BY THE CONTRACTOR AND WITNESSED BY THE DESIGN WATER q�
THE WELLS. ENGINEER. CITY OF BOZEMAN SHALL OPERATE THE VALVES. k�l O
7. AT LEAST 2 BUT NOT MORE THAN 10 BUSINESS DAYS BEFORE BEGINNING ANY EXCAVATION,THE 8. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR TESTING 1. ALL WATER MAINS AND FIRE SERVICES SHALL BE CLASS 51 DUCTILE IRON INCLUDING THE VERTICAL
CONTRACTOR SHALL,ACCORDING TO MCA 69-4-501, NOTIFY ALL OWNERS OF UNDERGROUND ALL UTILITY PIPING IN ACCORDANCE WITH CITY CONSTRUCTION SPECIFICATIONS. COST OF ALL RISER WHICH SHALL ALSO BE CLASS 51 DUCTILE IRON. ALL WATER SERVICES SHALL BE TYPE K N
FACILITIES AND COORDINATE THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES. THE INITIAL AND RETESTING SHALL BE BORNE BY THE CONTRACTOR. STRAIGHT COPPER. ALL MAINS AND SERVICES TO BE INSTALLED WITH A MINIMUM 6.5'OF COVER TO C a Q
INFORMATION SHOWN OR INDICATED IN THE CONTRACT DOCUMENTS WITH RESPECT TO EXISTING FINISH GRADE UNLESS OTHERWISE NOTED OR DIRECTED. ALL OTHER APPURTENANCES AND
UNDERGROUND FACILITIES IS BASED ON INFORMATION AND DATA OBTAINED FROM THE OWNERS OF THE INSTALLATION TO CONFORM TO MDEQ AND CITY OF BOZEMAN SPECIFICATIONS.
FACILITIES WITHOUT FIELD EXPLORATION, AND AS SUCH, OWNER AND ENGINEER ARE NOT RESPONSIBLE GRADING. PAVING&DRAINAGE
FOR THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION OR DATA. 2. CITY FORCES TO OPERATE ALL VALVES, INCLUDING FIRE HYDRANTS, ON EXISTING AND PROPOSED
1. UNLESS OTHERWISE NOTED, ALL GRADING, ROCKING AND PAVING SHALL CONFORM TO MONTANA PUBLIC MAINS. CONTRACTOR SHALL NOTIFY THE CITY WATER DEPARTMENT A MINIMUM OF 24 HOURS
8. CONTRACTOR SHALL COMPLY WITH AND INSTALL ALL NECESSARY EROSION CONTROL DEVICES AS PUBLIC WORKS STANDARD SPECIFICATIONS, MOST CURRENT ADOPTED EDITION, WITH CITY OF PRIOR TO REQUIRING THE OPERATION OF VALVES.
OUTLINED IN THE APPROVED DEQ STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND CITY OF BOZEMAN MODIFICATIONS. ® pq
BOZEMAN STORM WATER MANAGEMENT PERMIT. 3. 2"MINIMUM ORIFICE REQUIRED FOR FLUSHING.
2. CLEAR AND GRUB WITHIN WORK LIMITS SHOWN ON THE DRAWINGS ALL SURFACE VEGETATION,
9. CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION ACTIVITIES TO INSURE THAT TREES, STUMPS, BRUSH, ROOTS, ETC. STRIP WORK LIMITS, REMOVING ALL ORGANIC MATTER WHICH 4, INSTALL JOINT RESTRAINTS ON ALL PIPE JOINTS AND FITTINGS AS SPECIFIED IN THE DRAWINGS.
PUBLIC AND PRIVATE STREETS AND PARKING LOTS ARE KEPT CLEAN OF MUD, DUST OR DEBRIS. CANNOT BE COMPACTED INTO A STABLE MASS, ALL BRUSH AND DEBRIS ASSOCIATED WITH
DUST ABATEMENT SHALL BE MAINTAINED BY ADEQUATE WATERING OF THE SITE BY THE CONTRACTOR CLEARING, STRIPPING OR GRADING SHALL BE REMOVED AND DISPOSED OF OFF-SITE. v
TO SUBSTANTIALLY LIMIT DUST FROM THE CONSTRUCTION SITE. UNDER NO CIRCUMSTANCE SHALL THE 5. ALL CROSSES, TEES, VALVES, AND BENDS SHALL BE MECHANICAL JOINTS WITH MEGA-LUG. �d
CONTRACTOR ALLOW CONSTRUCTION DEBRIS, MUD OR GRAVELS TO BE LEFT ON THE STREETS OVER
NIGHT. 3. FOLLOWING STRIPPING OPERATIONS, SUBGRADE SHALL BE COMPACTED PER GEOTECHNICAL REPORT
SPECIFICATIONS. IF NO REPORT IS AVAILABLE SUBGRADE SHALL BE COMPACTED TO 95%OF THE
6. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR TESTING ALL MAXIMUM DRY DENSITY AT PLUS OR MINUS 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE EXISTING UTILITY NOTES
UTILITY PIPING IN ACCORDANCE WITH CITY CONSTRUCTION SPECIFICATIONS. COST OF ALL TESTING CONTENT PER ASTM D-698 TEST METHOD (STANDARD PROCTOR).
SHALL BE BORNE BY THE CONTRACTOR. INSPECTOR SHALL BE ON SITE TO WITNESS ALL TESTING. 1. EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO
CONTRACTOR SHALL NOTIFY INSPECTOR AND CITY OF BOZEMAN ENGINEERING DEPARTMENT A MINIMUM THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE
OF 24 HOURS (1 BUSINESS DAY) PRIOR TO TESTING. 4. SUBGRADE SHALL BE PROOF ROLLED AND SOFT AREAS SHALL BE OVER-EXCAVATED AND ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER, POWER, GAS, STORM, SEWER, TELEPHONE
REPLACED WITH STRUCTURAL FILL. SUBGRADE MUST BE INSPECTED AND APPROVED BY THE &TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES
7. NO TRENCHES IN ROADS OR DRIVEWAYS SHALL BE LEFT IN AN OPEN CONDITION OVERNIGHT. ALL OWNER'S REPRESENTATIVE PRIOR TO PLACING EMBANKMENTS, ENGINEERED FILLS OR FINE GRADING CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
SUCH TRENCHES SHALL BE PLATED OR BACKFILLED, COMPACTED AND CLOSED BEFORE THE END OF FOR BASE ROCK.
EACH WORK DAY AND NORMAL TRAFFIC FLOWS RESTORED. M
2. EXISTING UTILITY DEPTHS ARE BASED ON BEST AVAILABLE KNOWLEDGE, CONTRACTOR TO VERIFY DEPTH p
8. ALL ROAD CLOSURES SHALL BE COMMUNICATED THROUGH THE POLICE DEPARTMENT, RECORDS DIVISION 5. ALL FILLS SHALL BE ENGINEERED EXCEPT FOR FILLS LESS THAN 18-INCHES IN DEPTH WHICH ARE OF EXISTING UTILITIES.PRIOR TO CONSTRUCTION, IF CONFLICTS EXIST CONTACT DESIGN ENGINEER FAR (� N
WITH A MINIMUM OF 24 HOUR ADVANCE NOTICE WITH THE FOLLOWING INFORMATION: LOCATED OUTSIDE THE PUBLIC RIGHT-OF-WAY, BUILDING PADS, PARKING LOTS OR OTHER AREAS ENOUGH IN ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION.
EXACT LOCATION: ADDRESS IF APPLICABLE OTHERWISE STREET NAME AND START AND END LIMITS. TO BE IMPROVED. ENGINEERED FILLS SHALL BE CONSTRUCTED IN LIFTS NO GREATER THAN
TYPE OF WORK: IE. TRENCHING, PAVEMENT SAWCUT. 8-INCHES OVER APPROVED SUBGRADE. EACH LIFT SHALL BE COMPACTED PER GEOTECHNCIAL TRAFFIC CONTROL H �"
•
• REPORT SPECIFICATIONS. IF NO REPORT AVAILABLE EACH LIFT SHALL BE COMPACTED
START DATE AND TIME AND ANTICIPATED CLOSURE DURATION. v4, I� p0
OF THE MAXIMUM DRY DENSITY AT PLUS O OR MINUS 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE
E W �_
1. CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL A TRAFFIC CONTROL PLAN TO THE DESIGN !`
9. ALL PAVEMENT CUTS SHALL BE DONE IN SUCH A MANNER WHICH WILL RESULT IN A CLEAN CONTENT PER ASTM D-698 TEST METHOD (STANDARD PROCTOR). ENGINEER 5 WORKING DAYS PRIOR TO THE PRE-CONSTRUCTION CONFERENCE. CONTRACTOR SHALL A y
STRAIGHT/SQUARE EDGE BY SAW. THE TOP 12-INCHES OF THE EXCAVATED AREA WITHIN THE STREET REFERENCE THE MUTC,D AND THE MDT TRAFFIC CONTROL AND PROTECTION STANDARD DETAIL a
SHALL BE FILLED WITH ROAD MIX AND COMPACTED. 6. SUB BASE AND CRUSHED BASE ROCK SHALL CONFORM TO THE REQUIREMENTS OF SECTION 02234 DRAWINGS IN DEVELOPMENT OF THE TRAFFIC CONTROL PLAN. ALL TRAFFIC CONTROL MEASURES m ,�
(SUB BASE COURSE) AND SECTION 02235(CRUSHED BASE COURSE) MONTANA PUBLIC WORKS SHALL BE APPROVED AND IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY WITHIN THE RIGHT OF d /r
10. ALL LANDSCAPING DAMAGED DURING CONSTRUCTION SHALL BE REPLACED/REPAIRED TO STANDARD SPECIFICATIONS(MPWSS). COMPACT SUB BASE AND CRUSHED BASE ROCK PER WAY.
PRE-CONSTRUCTION QUALITY. GEOTECHNICAL REPORT SPECIFICATIONS. IF NO REPORT IS AVAILABLE COMPACT TO 95%OF THE
MAXIMUM DRY DENSITY AT PLUS OR MINUS 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE 2. CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, AND TRAFFIC CONES PER
11. PRIOR TO PAVING CONTRACTOR SHALL CONTACT DESIGN ENGINEER TO SCHEDULE A PRE-PAVING WALK PER THE APPROVED TRAFFIC CONTROL PLAN. IF REQUIRED, TRAFFIC SHALL BE DIRECTED IN ' N
CONTENT PER ASTM 0-698 TEST METHOD (STANDARD PROCTOR).
THRU WITH THE CITY. GENERAL CONTRACTOR AND PAVING CONTRACTOR SHALL ALSO BE PRESENT, ACCORDANCE WITH THE MDT FLAGGERS HANDBOOK, E O
PIPE BEDDING AND BACKFILL 7. A.C. PAVEMENT SHALL CONFORM TO SECTION 02510(ASPHALT CONCRETE PAVEMENT)MPWSS FOR 3. IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN AND ADJUST THE TRAFFIC CONTROL DEVICES TO i ® z O 'D
TYPE B MIX. A.C. PAVEMENT SHALL BE COMPACTED PER GEOTECHNICAL REPORT SPECIFICATIONS. MAINTAIN A SAFE ENVIRONMENT FOR THE CONSTRUCTION WORKERS AS WELL AS THE GENERAL PUBLIC. = = 00
1. ALL PIPES SHALL BE BEDDED WITH MINIMUM 4-INCHES OF TYPE 1 PIPE BEDDING AND BACKFILL WITH IF NO REPORT IS AVAILABLE COMPACT A.C. PAVEMENT TO A MINIMUM OF 927,OF THE cn U
THE SAME MATERIAL A MINIMUM OF 6-INCHES OVER THE TOP OF THE PIPE PER CITY OF BOZEMAN
STANDARD DETAIL 02221-1. THEORETICAL MAXIMUM RICE SPECIFIC GRAVITY. H
2. TRENCH BACKFILL MATERIAL UNDER IMPROVED AREAS SHALL BE PLACED IN 8 TO 12-INCH LIFTS AND 8. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, STRAIGHT GRADES SHALL BE RUN BETWEEN ALL i en
COMPACTED IN ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS, FINISH GRADE ELEVATIONS AND/OR FINISH CONTOUR LINES SHOWN. - 0000
9. ALL EXISTING OR CONSTRUCTED MANHOLES, CLEANOUTS, MONUMENTS, GAS VALVES, WATER VALVES
AND SIMILAR STRUCTURES SHALL BE ADJUSTED TO MATCH FINISH GRADE OF THE PAVEMENT,
SIDEWALK, OR LANDSCAPED AREA WHEREIN THEY LIE. _ SHEET
�I
10. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, NO CUT OR FILL SLOPES SHALL BE CONSTRUCTED Co.I
STEEPER THAN 4H:1V.
CREEKSIDE APTS
11. IF DIRECTED ON THE DRAWINGS, ALL PLANTER AREAS SHALL BE BACKFILLED WITH APPROVED TOP
SOIL MINIMUM 8"THICK. STRIPPING MATERIALS SHALL NOT BE USED FOR PLANTER BACKFILL, a INDEX
UNLESS ALLOWED BY THE OWNER. 7AS B UIL" PROJECT:14-112
DATE:OCT. 2015
n_
I I I Q M
o
36" STORM DRAIN m
RIM 4660.08
STA 0+71.89 -�15" SD INVI THR\NV 4657.50 SCALE 0
PC CURB 50.30' LT EXT'G SIGNS LE
TBG 1i662.35 4662.63 REMOVE' & DISPOSE
I STA 4+78.53 `0- 10 20 40
STA 0+79.13 CURB INLET LT
TBC 466&64-4660.48 1" 20'
MIDCURB 32.45' LT STA 2+35.39 STORM DRAIN INFILTRATION BASIN /15" PVC INV. OUT-46�57.54VC 4662.63 STA 1+88.00 PT CURB 25.00' LT 4 STORMTECH SC-740 CHAMBERS WITH I 4657.99_ DATUM
STA 1+40.50 PCC CURB 25.00' LT TBC 4661.26r 4661.69 END CAPS AND OBSERVATION PORT - NAVD 88SAWCUT LINE I Cq�H 2M8A6RK PC CURB 25.00' LT TBC 4661.T9-4661.95 15" SO INV. IN 4657.46 EXT'G CURB =_ '"TBC "s1-.TT 4662.16 - & GUTTER 4INSTALL STOP SIGN - - - - - - - - - - - - -6' WIDE FUTURE SIDEWALK I PROPOSED CURB & GUTTER �R25' PER CITY STDS -{- - - - - -FUTURE 5' WIDE BOULEVARD
REMOVE EXT'G
CURB AND GUTTER / MATCH EXT'G TBC 4666.8-1 4660.68 - a
' STA 0+96.89 wv
�\I - / W - - PT CURB 25.00' LT I SAWCUT 2' BACK IMMEDIATELY PRIOR TO o
CATAMOUNT ST / TBC 4662.38 2+00 - 3+00 - - 4+00 - - 85 PAVING. TACK COAT & SEAM SEAL JOINT
/ _ 1- -1 -50' TBC to TBC I
0+00 I S S 0 S 60' WIDE 1 BCN4660.07ARK
- - - - - P s -� S ��� `�'S� S 5 S 'S S l I EXT'G EDGE Tq
I 'EASEMENT
- s0- -� -� STA 4+83.39 OF ASPHALT
SET EXT'G MH RIM 3 \ \ TBC 466984-4660.68 CHRIS C.
TO FINISH GRADE �- ss ss _SAWCUT EXT'G SIDEWALK I (n uoE SIRE
IN INSTALL ADA RAMP PROPOSED ASPHALT CONCRETE STA 4+78.50
EXT'G "NO PARKING \ 6.5' WIDE BOULEVARD � ccnsE°
ANYTIME" SIGN TO BE \ 11•�131" 6' WIDE FUTURE SIDEWALK CURB INLET RT
' RELOCATED \ c�� - - - - - - - - •� __��•�_ �.__. _ _ __ _,__ �_, / I TBC-0.669cB7-466).48
- - - 15" PVC INV. OUT 4657.58-4657.99
j PROPOSED CURB
R2 STA 0+95.90
I _PT CURB 25.00' RT RIGHT OF WAY & GUTTER DRAWN BY: BLB
W I \\ TBC-4662.53 4662.34 I III _71I RIM STORM DRAIN REVIEWED BY:CGB
STA 0+78.33 STORM DRAIN INFILTRATION BASIN x RIM 4660.12
\ STA 1+40.39 STA 1+87.98 STA 2+35.53 4 STORMTECH SC-740 CHAMBERS WITH P 15" PVC SO THRU INV. 4657.54 PROJECT ENGINEER:CGB
3> PC CURB 32.21' RT PC CURB 25.00' RT PCC CURB 25.00' RT_ -PT CURB 25.00' RT _ _ _ END CAPS AND OBSERVATION PORT ---�A, I I
TBC r662..644662.97 TBC-4661.734662.16 TBC ""'26 4661.69 r 15" PVC SO INV IN. 4657.50 \ DESIGNED BY:CGB
TBC�669-:44661.94---- =_1- �_ _ J-- - - SET EXT'G MH RIM \
1;0�" �' so INSTALL ADA RAMP & SIDEWALK (lYP) _-}-i' -T •,� TO FINISH GRADE
N I STA 0+70.90 -------- I �
PC_CURB 49.70' RT I PROPOSED
'�' T�'-0663-5fi-4663.61 J ON-SITE STORM
n FUTURE BUILDING ^• I DRAIN INLET (NIC)
RELOCATED "NC EXT'G CURB INLET
PARKING ANY
TIME" SIGN EXT'G SIDEWALK
PROPERTY LINE I{ r T nL -F _L -F I I
CATAMOUNT STREET PLAN b
HORZ. SCALE: 1" = 20'
4680 4680 �1
�i
PVI STA: 0+65.33 PVI STA: 1+10.59
PVI EL: 4663.59 FVI EL: 4662.36
LVC: 30.66 LVC: 59.84
H GH PT STA: 0+67.69 LOW PT STA: 1+40.51
4670
4670
+ p +�0 O
p y O Y N
w NN V FINISH GRADE AT ROADWAY q
m m m rn w STA 4+85.16
w EXISTING GROUND MATCH EXT'G PAVEMENT h�
OL EL 4660.33 �a M
\ \ 0.50% (� W
- / - -- - - - - - - - - - - b
4660 - - 4660
STA 4+78.53 s�s� It-
CURB IN �p
TBC 4669.87 4660.48 I� > F -
LT & RT
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EXISTING GROUND EL. FINISH GRADE EL. AT CL ° ® V Oa cc
cc
i
4650 4650 t� H
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0 0 n 1' c) of n cn N m N O O N n c0 if1
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1+00 2+00 3+00 4+00
SHEET
C2.®
CATAMOUNT STREET PROFILE
HORZ. SCALE: 1" = 20' CREEKSIDE"TS
VERT. SCALE: 1" = 4' ROADWAY
S PROJECT:14-112
AS BUIL"
a DATE:MARCH 2O16
a�
s
ZZ
SCALE
m
0 10 20 40 3 J
1" 20'
DATUM
NAVD 88
z
0
rn
4670 4670 4670 4670 �
m
a
4660 0 -40 - 0 - 0 -0 1 20 0 40 04660 4660 4660 z
STA.2+50
4650 0 -40 - 0 -20 -10 1 0 0 40 04650 CHRI c
KI
25 PE
STA.4+85
�cExSEa
CURB & DRAWN BY: BLB
GUTTER (TYP) REVIEWED BY:CGB
4670 4670 PROJECT ENGINEER:CGB
EXT'G
DESIGNED Y:CGB
/ GROUND
_ _ (TYP) 25' 25' BENCH
4660 — — 4660 -S= — _d'•
4656 0 - 0 - 0 - 0 -0 I 0 0 40 04658 4660 _q;1 S=3 = 4660
y�
MATCH EXT'G PROPOSED
STA.2+00 GROUND (TYP) GRADE (TYP) b
4650 0 -40 - 0 - 0 -0 10 20 io 40 04650 FUTURE BY OTHERS 25' ROAD rt TO TBC 25' ROAD Cl TO TBC 22.5' BENCH
6" BELOW TBC
STA.4+,50 2.
CURB & GUTTER (TYP) 2' MATCH
2%_ 4:1 3%t 3%t 2% GROUND
9 4:
b
BYTOTHERS EWALK FUTURE FINISH W (�FUTURE SIDEWALK 9" GRADE
BY OTHERS MATCH TO 4" ASPHALT CONCRETE STABLE SUBGRADE
4670 4670 EXT'G GROUND 315 LB. WOVEN GEOTEXTILE FABRIC
COMPACTED CONSTRUCT AND COMPACT BENCH 6"
B" CRUSHED ROAD MIX GRAVEL SUBGRADE (MIRAFI 600X OR APPROVED EQUAL) BELOW FUTURE FINISH GRADE (TYP)
BASE COURSE (1-1/2" MINUS) UNSTABLE SUBGRADE C)4660 - W
/ 4660 18" UNCRUSHED SANDY PITRUN OPTION 1 P4
4656 4658 4660 4660 GRAVEL SUB-BASE (6" MINUS) PLACE TENSAR TX-190L TRIAXIAL GEOGRID OVER 8 OZ. NON-WOVEN U
- 0 - 0 - 0 - 0 -0 1 0 0 40 0 (27" FOR UNSTABLE SUBGRADE FABRIC (MIRAFI 18ON OR APPROVED EQUAL) ON SMOOTH ROLLED
OPTION 2) EXISTING SUBGRADE. OVERLAP GEOGRID 24" MIN AND TIE AT 24"
STA.1+50 SPACING. OVERLAP FABRIC 24" MIN. (W�
OPTION 2 F4
4650 4650 27" PITRUN GRAVEL SUBBASE (6" MINUS) OVER 315 LB. WOVEN
-0 -40 - 0 40--0 1 20 30 40 0 I DETAIL GEOTEXTILE FABRIC (MIRAFI 60OX OR APPROVED EQUAL) ON SMOOTH cn
ROLLED EXISTING SUBGRADE. OVERLAB FABRIC 24" MIN.
STA.4+00 C2.1 TYPICAL ROADWAY SECTION
N.T.S *PROOF ROLL TO DETERMINE IF SUBGRADE IS STABLE OR UNSTABLE
4670 4670
4660 / 4660
_ _ O
4660 4660 4656 4656
N
- 0 -40 - 0 - 0 -0 1 0 A040 0 - 0 -40 - 0 - 0 -0 1 0 0 40 O F
� � w
STA.1+00 STA.3+50 m
bI > H �
4670 4670 N
4660 4660 yl) U .N
4660 4660 4658 4658
- 0 -40 - 0 - 0 -0 1 0 0 40 0 - 0 -40 - 0 -20 -0W120 30 40 50
STA.0+50 STA.3+00
SHEET
CATAMOUNT STREET CROSS SECTIONS C2.1
HORZ. SCALE: 1" = 20' T CREEKSIDEAPTS
VERT. SCALE: 1" = 10' AS BUILT o CROSS SECTION
4 PROJECT:14-112
DATE:MARCH 2O16
n
w
Q M
0
O
m
5.4" (0.45*)
24" o
9"
2" DEPRESS CURB TO THIS LINE
FOR CURB DROP.
TOPSOIL° JF SPILL CURB
4l (TYP.) R 4"R CATCH CURB 4.5„ z
J— S = 3 4":i'
o
I_�I I Vz'stone 1.5"
III— ° �
PARALLEL RAMP ON TANGENT w
as �
18111 a ° 6" 7.5" VARIES- J
71— o v a CAST IRON OR ALUMINUM m
9' a °Q ° DETECTABLE WARNING SURFACE
HI QO° 41 Z \ NO LIP a
O O O O O O O O O O O O O O / \
CRUSHED GRAVEL O O O O O O O O O O O O O O O I \
O O O O O O O O O O O O O O O O Z f
BASE — 3" MIN. 000000000.0.0.00000000000000000
--i 18'I� MIN. 3" OF 1"
SECTION THROUGH RAMP CRUSHED ROCK
SUB BASE COURSE 6' 4' MIN. 6' BASE N A
AS REQUIRED
NOTE CNRIS
WINGS AT 18" FOR RAMPS IN s
.I I � 25 PE
— IIIII— III�IPII LINE WITH SIDEWALK, 6' FOR NOTES:
RAMPS IN LINE WITH WALK 1.TEXTURE TO MEET LOCAL CODE ��ccwsE°
COMPACTED SUBGRADE
2. ALL RAMPS AND ACCESSWAYS SHALL CONFORM TO THE
AMERICANS WITH DISABILITIES ACT(ADA).
NOTES: DRAWN BY: BLB
1. SUBGRADE AND SUB BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02234 (MPWSS)
REVIEWED BY:CGB
2, CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF 3/4" Z DETAIL PROJECT ENGINEER:CGB
AND MINIMUM WIDTH OF 1/8 DESIGNED BY: cce
cs.o ADA ACCESSIBILITY RAMP
3. 1/2" EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.S, P.T.S, CURB RETURNS AND AT NOT N.T.S.
MORE THAN 300' INTERVALS, THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE
CURB AND GUTTER.
4. CONCRETE SHALL BE CLASS M-4000.
5. CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235 (MPWSS).
b
t DETAIL
Cs.o INTEGRAL CONCRETE CURB&GUTTER
C.O.B. STD. DWG. NO. 02528-1 N.T.S.
h�
INLAND FOUNDRY #772 CAST pp��
IRON 4" FRAME AND GRATE. kd
ASTM CLASS 30 GRAY IRON
CIO N
OUTLET
INLAND FOUNDRY 772 CAST
X 5" SMOOTH ROD IRON 4" FRAME AND GRATE.
CENTERED IN OPENING
INLET CASTING 4" GRADE RING
NEENAH R-3067, EJIW 7030, 6' WALLS
DEETER 2047L OR D&L 1-3517 24" DIA. REINFORCED
CONCRETE PIPE
GRADE RING(S) MANUFACTURED TO ASTM C-76
JKF
RIES
STORM SEWER PIPE. TOPSOIL
SEE CIVIL DESIGN FOR
#4 BARS ®12" SIZE AND ALIGNMENT
CENTERS MAX. MI O
SPACED EQUALLY x
E 36" COMPACTED N W
24, BAC /4i H L4
36" 00
F�
CONTRACTOR TO
— GROUT OPENING. HIGH CAPACITY INFILTR0'
PIPE O.D.+3" ADS — STORMTECH SC
51° 00
91 SUMP b H
} INSTALL 4-6" FREE DRAINING
6.. ° 9" SUMP ROCK FROM BOTTOM OF
6" BASE SLAB AS VARIES 18'
a INFILTRATOR TO 12" INTO EXT'G 0 N
SECONDARY POUR
° GRAVEL LAYER. GEOTECHNICALMINIMUM a
CONTRACTOR TO Z—q
NOTES: GROUT OPENING. ENGINEER SHALL BE ON—SITE O N 6
PIPE O.D.+3" DURING EXCAVATION TO VERIFY ® ,'� Q 00
1. PRECAST SECTIONS SHALL MEET OR EXCEED FREE DRAINING GRAVEL Cx.) pa
ASTM C-478. 6" MIN COMPACTED MATERIAL DEPTH. �_5, _ rn
GRANULAR BEDDING ° O
COMPACTED SUBGRADE
2. WATERTIGHT JOINTS REQUIRED. EXT'G GRAVEL
3. REINFORCEMENT #4 ® 12" CENTER TO CENTER LAYER
EACH WAY CENTERED IN WALL
3 DETAIL 4 DETAIL 5 DETAIL
cs.o 36"I.D.STORM DRAIN cs.o STORM WATER INFdLTRATION TRENCH SHEET
cs.o STANDARD SQUARE STORM DRAIN INLET N.T.S. N.T.S.
C5.0
N.T.S.
CREEKSIDE"TS
ROADWAY
AS BUILT TTTL 1 m o 1 o PROJECT:14-112
- < DATE:MARCH 2O16