RFB937600-01 - CC Parking Lot 15 Replacement - Drawings.pdf

PDF 6 MB Posted Apr 1, 2024

Attached to: CC Parkling Lot 15 Replacement
Solicitation number: RFB 937600-01
Issued by: Polk County, Des Moines City, Iowa

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Other files

File	Type	Posted
RFB937600-01 - CC Parking Lot 15 Replacement - Bid Form.pdf	PDF	Apr 1, 2024
RFB937600-01 - Addendum #02.pdf	PDF	Apr 1, 2024
RFB937600-01 - CC Parking Lot 15 Replacement - Project Manual.pdf	PDF	Apr 1, 2024
1221082-event.pdf	PDF	Apr 1, 2024
RFB937600-01 - Addendum #01.pdf	PDF	Apr 1, 2024
RFB937600-01 - CC Parking Lot 15 Replacement - Notice.pdf	PDF	Apr 1, 2024
RFB937600-01 - CC Parkling Lot 15 Replacement - Drawings.pdf	PDF	Mar 31, 2024
RFB937600-01 - CC Parkling Lot 15 Replacement - Notice.pdf	PDF	Mar 31, 2024
RFB937600-01 - Addendum #01.pdf	PDF	Mar 31, 2024
RFB937600-01 - Addendum #02.pdf	PDF	Mar 31, 2024
RFB937600-01 - CC Parkling Lot 15 Replacement - Bid Form.pdf	PDF	Mar 31, 2024
RFB937600-01 - CC Parkling Lot 15 Replacement - Project Manual.pdf	PDF	Mar 31, 2024

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Grays Lake

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Des Moines

River

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PROJECT

LOCATION

PAGES, SHEETS OR DIVISIONS COVERED BY THIS SEAL:

My License Renewal Date is: DECEMBER 31, Printed or typed name:

License Number:

Signature: Date

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT DESCRIBED

BELOW WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL

SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER

UNDER THE LAWS OF THE STATE OF IOWA.

ALL 'C' SHEETS

KYLE A. LAWSON

26414

CIVIL ENGINEER

CAPITOL COMPLEX PARKING LOT 15 REPLACEMENT

DAS PROJECT NO: 9376.00

LUCAS BUILDING

321 E 12TH STREET

DES MOINES, IA 50319

VICINITY MAP

NTS

PROJECT MAP

NTS

PROJECT

LOCATION

IOWA STATE

CAPITOL

LIGHT POLE

DRAINAGE MANHOLE

CURB INTAKE

SANITARY SEWER

MINOR CONTOUR

STORM SEWER

TREE

TREE REMOVAL

CURB AND GUTTER (PCC)

MAJOR CONTOUR

STORM INTAKE

909 909

PROPOSEDDESCRIPTIONEXISTING

ELECTRICAL LINE

BUILDING

PCC PAVING

PAVING DEMO

GENERAL NOTES

1. THE LOCATIONS OF UTILITY MAINS, STRUCTURES AND SERVICE CONNECTIONS PLOTTED ON THE DRAWINGS ARE

APPROXIMATE ONLY AND WERE OBTAINED FROM RECORDS MADE AVAILABLE TO SHIVE-HATTERY, INC. THERE MAY BE OTHER EXISTING UTILITY MAINS, STRUCTURES AND SERVICE CONNECTIONS NOT KNOWN TO SHIVE-HATTERY, INC. AND NOT SHOWN ON THE DRAWINGS. THE VERIFICATION OF EXISTENCE OF AND THE DETERMINATION OF THE EXACT LOCATION OF UTILITY MAINS, STRUCTURES AND SERVICE CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR(S).

2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL UNCOVER EXISTING UTILITIES AT CRITICAL LOCATIONS TO VERIFY EXACT

HORIZONTAL AND VERTICAL LOCATION.

3. THE FACILITY WILL COMPLETE PRIVATE UTILITY LOCATES OF ALL FACILITY UTILITIES REQUIRED BY IOWA ONE-CALL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL LOCATES AND CONFIRM THEY ARE COMPLETED PRIOR TO THE START

OF CONSTRUCTION.

4. IOWA CODE 480, UNDERGROUND FACILITIES INFORMATION, REQUIRES VERBAL NOTICE TO IOWA ONE-CALL BY CALLING 811 OR 1-800-292-8989 NOT LESS THAN 48 HOURS BEFORE EXCAVATING, EXCLUDING WEEKENDS AND HOLIDAYS.

5. NOTIFY UTILITY COMPANIES WHOSE FACILITIES ARE SHOWN ON THE PLANS OR KNOWN TO BE WITHIN THE CONSTRUCTION

LIMITS OF THE SCHEDULE PRIOR TO EACH STAGE OF CONSTRUCTION.

6. UNLESS OTHERWISE SPECIFIED, ALL WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MOST RECENT EDITION OF

IOWA STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS).

7. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY/STATE REGULATIONS/CODES AND OSHA STANDARDS.

8. THE MEANS OF THE WORK AND THE SAFETY OF THE CONTRACTOR'S EMPLOYEES ARE SOLELY THE RESPONSIBILITY OF THE

CONTRACTOR.

9. NO WORK SHALL BE PERFORMED BEYOND THE PROJECT LIMITS WITHOUT PRIOR AUTHORIZATION FROM THE OWNER'S

REPRESENTATIVE.

10. PROTECT EXISTING UTILITIES DURING CONSTRUCTION.

11. MAINTAIN POSITIVE DRAINAGE ON THE SITE THROUGHOUT THE PROJECT DURATION.

12. SITE CLEAN-UP SHALL BE PERFORMED ON A DAILY BASIS. DRIVES, ROADWAYS, ETC. SHALL BE KEPT CLEAN AT ALL TIMES.

13. ALL OPEN EXCAVATIONS SHALL BE PROTECTED.

14. REPAIR OR REPLACE DAMAGED SITE FEATURES (WALLS, PAVEMENT, UTILITIES, FENCES, ETC.) TO REMAIN AT NO ADDITIONAL

EXPENSE TO THE STATE.

15. ANY WORK REQUIRED TO COMPLETE THE SCOPE OF THIS PROJECT BUT NOT SPECIFICALLY CALLED OUT SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. NO ADDITIONAL COMPENSATION TO BE ALLOWED FOR THE COMPLETION OF THIS

WORK.

16. WORK WHICH DOES NOT CONFORM TO THE REQUIREMENTS OF THE CONTRACT WILL BE CONSIDERED UNACCEPTABLE.

UNACCEPTABLE WORK, WHETHER THE RESULT OF POOR WORKMANSHIP, USE OF DEFECTIVE MATERIALS, DAMAGE THROUGH CARELESSNESS OR ANY OTHER CAUSE FOUND TO EXIST PRIOR TO THE FINAL ACCEPTANCE OF THE WORK SHALL BE REMOVED AND REPLACED IN AN ACCEPTABLE MANNER AS REQUIRED BY THE OWNER'S REPRESENTATIVE AT THE CONTRACTOR'S EXPENSE. WORK DONE CONTRARY TO THE INSTRUCTIONS OF THE OWNER'S REPRESENTATIVE, WORK DONE BEYOND THE LINES SHOWN ON THE PLANS OR ANY EXTRA WORK DONE WITHOUT WRITTEN AUTHORIZATION WILL NOT BE PAID

FOR.

17. CONTOURS AND SPOT ELEVATIONS SHOWN ARE TO FINISHED GRADE.

18. THE CONTRACTOR SHALL MATCH EXISTING GRADES AT THE CONSTRUCTION LIMITS.

19. STAGING LOCATIONS AND CONSTRUCTION ACCESS ROUTES FOR CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE

COORDINATED WITH AND APPROVED BY THE FACILITY AND CONSTRUCTION MANAGER.

20. THE CONTRACTOR SHALL PROVIDE EROSION CONTROL MEASURES NECESSARY TO PROTECT AGAINST SILTATION, EROSION AND DUST POLLUTION ON THE PROJECT SITE AND ANY OFF-SITE BORROW OR DISPOSAL AREAS USED FOR THIS PROJECT.

COMPLY WITH SOIL EROSION CONTROL REQUIREMENTS OF IOWA CODE, FEDERAL REGULATIONS AND LOCAL ORDINANCES.

21. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SODDED PER THE SPECIFICATIONS. A MINIMUM OF 6" OF TOPSOIL SHALL

BE PROVIDED PER SPECIFICATIONS.

22. CONTROL DUST SPREADING FROM ALL WORK AND STAGING AREAS.

23. CONTRACTOR TO COORDINATE ANY SITE, UTILITY OR GRADE ADJUSTMENTS WITH THE CONSTRUCTION MANAGER AND

ENGINEER PRIOR TO PROCEEDING WITH THE WORK.

OWNERENGINEER

IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

DIVISION OF BUSINESS AND PROPERTY SERVICES

ATTN: BRAD TONYAN

BRAD.TONYAN@IOWA.GOV

109 SE 13TH STREET

DES MOINES, IA 50319

515-360-7718

SHIVE-HATTERY, INC.

ATTN: CHRIS BAUER OR KYLE LAWSON

CBAUER@SHIVE-HATTERY.COM

KLAWSON@SHIVE-HATTERY.COM

4125 WESTOWN PKWY, SUITE 100

WEST DES MOINES, IA 50266

515-223-8104

SITE ADDRESS

LUCAS BUILDING

321 E 12TH ST

DES MOINES IA, 50319

CONSTRUCTION MANAGER

DCI GROUP

ATTN: TRAVIS HOYLE

TRAVISH@DCIGROUP-US.COM

220 SE 6TH ST, UNIT #200

DES MOINES, IA, 50309

BOLLARD

CONTACT INFORMATION

PAGES, SHEETS OR DIVISIONS COVERED BY THIS SEAL:

My License Renewal Date is: DECEMBER 31, Printed or typed name:

License Number:

Signature: Date

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT DESCRIBED

BELOW WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL

SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER

UNDER THE LAWS OF THE STATE OF IOWA.

E101

KEVIN J. BRUXVOORT

19927

ELECTRICAL ENGINEER

I-235

E WALNUT ST

E GRAND AVE

E 12TH ST

E 13TH ST

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Sheet List Table Sheet Number Sheet Title

C000 COVER SHEET

C001 GENERAL NOTES

CD01 EXISTING CONDITIONS AND DEMOLITION PLAN

C101 SITE PLAN

C201 GRADING PLAN

C251 EROSION CONTROL PLAN

C301 UTILITY PLAN

C501 CONSTRUCTION DETAILS

C502 CONSTRUCTION DETAILS

E101 ELECTRICAL SITE PLAN

THE MOST RECENT EDITION OF THE IOWA STATEWIDE URBAN DESIGN

SPECIFICATIONS FOR PUBLIC IMPROVEMENTS SHALL APPLY TO ALL

WORK PERFORMED ON THIS PROJECT EXCEPT AS MODIFIED HEREIN.

CONTROL POINTS

NAME NORTHING EASTING ELEVATION DESCRIPTION

1 579856.696 1612998.336 96.65 CUT 'X'

2 580123.917 1612926.352 101.46 CUT 'X'

3 580033.314 1612598.795 106.10 CUT 'X'

4 579765.682 1612670.764 104.39 CUT 'X'

5 580104.058 1612921.381 100.69 CUT 'X'

6 579896.788 1612987.742 98.09 CUT 'X'

50 579807.492 1613048.035 94.93 CUT 'X'

COORDINATE SYSTEM: IOWA STATE PLANE - SOUTH

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CONSTRUCTION STAGING NOTES

1. CONTRACTOR SHALL COORDINATE ALL STAGING AREAS WITH THE FACILITY AND CONSTRUCTION MANAGER.

2. CONTRACTOR SHALL REPLACE ALL PAVEMENT DAMAGED BY CONSTRUCTION ACTIVITIES AT THE END OF CONSTRUCTION.

CONTRACTOR TO PROVIDE PHOTO DOCUMENTATION OF EXISTING CONDITIONS PRIOR TO BEGINNING WORK.

3. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS NOT TO BE PAVED TO THEIR ORIGINAL CONDITION AT THE END OF CONSTRUCTION. ALL DISTURBED AREAS SHALL BE SCARIFIED, TILLED AND SODDED. CONTRACTOR TO PROVIDE PHOTO

DOCUMENTATION PRIOR TO BEGINNING WORK.

4. CONTRACTOR SHALL PROVIDE BARRICADES, FENCING OR OTHER DEVICES TO KEEP UNAUTHORIZED PERSONNEL OUT OF

PROJECT SITE.

TRAFFIC AND PEDESTRIAN CONTROL NOTES

1. CONTRACTOR TO COORDINATE WITH CAPITOL COMPLEX PROIR TO CLOSING DOWN STREET PARKING DURING CONSTRUCTION. ACCESS TO ADJACENT BUILDINGS, DRIVES, PARKING AND SIDEWALKS ARE TO BE MAINTAINED

THROUGHOUT CONSTRUCTION UNLESS APPROVED BY OWNER.

2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTROL TRAFFIC DURING CONSTRUCTION AND PROVIDE ADEQUATE

TRAFFIC AND PEDESTRIAN CONTROL AND SIGNAGE.

3. CONTRACTOR TO INSTALL AND MAINTAIN ORANGE CONSTRUCTION FENCE AROUND ALL AREAS OF ACTIVE CONSTRUCTION.

CONTRACTOR SHALL ASSUME PEDESTRIAN TRAFFIC WILL BE IN THE AREA THROUGHOUT THE PROJECT DURATION.

4. PEDESTRIAN ACCESS MUST BE MAINTAINED TO ALL BUILDINGS THROUGHOUT CONSTRUCTION. COORDINATE WITH FACILITY AND CONSTRUCTION MANAGER ON PHASING AND SHUT DOWN OF ALL DRIVES AND SIDEWALKS. TEMPORARY GRANULAR PATCHES WILL BE REQUIRED FOR ANY DRIVES AND SIDEWALKS WHICH ARE NOT PATCHED WITH CONCRETE IN A TIMELY

MANNER TO LIMIT DISRUPTIONS TO CAMPUS TRAFFIC AND PEDESTRIAN FLOW.

5. CONTRACTOR TO COORDINATE CONSTRUCTION ACCESS, STAGING AND PARKING AREAS WITH FACILITY AND

CONSTRUCTION MANAGER AND MINIMIZE IMPACTS TO FACILITY'S OPERATIONS.

DEMOLITION NOTES

1. REMOVAL REQUIREMENTS SHOWN ON THE PLANS SHOULD BE CONSIDERED MINIMUM REMOVAL AND REPLACEMENT REQUIREMENTS. CONTRACTORS SHALL ADJUST REMOVAL LIMITS AND DIMENSIONS AS REQUIRED BY CONSTRUCTION MEANS AND METHODS AND ACTUAL SITE CONDITIONS. CONTRACTORS SHOULD FACTOR ADDITIONAL ANTICIPATED REMOVAL AND REPLACEMENT REQUIREMENTS INTO THEIR BIDS AS ADDITIONAL COMPENSATION REQUESTS FOR ADJUSTED OR

EXPANDED REMOVAL LIMITS WILL NOT BE APPROVED.

2. CONTRACTOR SHALL REPLACE AT NO COST TO THE STATE ALL DAMAGED STREETS, DRIVES, SIDEWALKS, CURB AND GUTTER, SIGNS, PAVEMENT MARKINGS, LIGHTS, FENCES AND ALL OTHER SURFACE STRUCTURES NOT SCHEDULED TO BE

REMOVED DURING THE COURSE OF THE WORK.

3. ALL LANDSCAPING, INCLUDING TREES, SHRUBS AND PERENNIALS NOT CALLED OUT TO BE REMOVED OR APPROVED FOR REMOVAL BY CONSTRUCTION MANAGER, SHALL BE PROTECTED AND REPLACED AT NO COST TO THE STATE IF DAMAGED DURING CONSTRUCTION. REPLACE TREES WITH (1) EQUIVALENT TREE UP TO 6" CALIPER AND (1) ADDITIONAL TREE FOR EVERY 6" CALIPER BEYOND THAT. ALL PLANTS THAT ARE DESTROYED OR DAMAGED SHALL BE REPLACED WITH NEW PLANTS

OF THE EQUIVALENT TYPE.

4. WHERE A SECTION OF PAVEMENT, CURB AND GUTTER OR SIDEWALK IS CUT OR OTHERWISE DAMAGED BY THE CONTRACTOR, THE ENTIRE SECTION SHALL BE REMOVED AND REPLACED. PAVEMENT, CURBS AND GUTTERS AND SIDEWALKS SHALL BE REMOVED TO THE NEAREST JOINT A MINIMUM OF TWO FEET BEYOND THE EDGE OF ALL EXCAVATIONS. CONTRACTOR SHALL DOCUMENT (OR PHOTOGRAPH) ALL CRACKED PCC PAVEMENT OR DAMAGED HMA PAVEMENT PRIOR TO CONSTRUCTION. IF NEW CRACKS IN PCC PAVEMENT DEVELOP OR HMA PAVEMENT IS DAMAGED DUE TO CONSTRUCTION TRAFFIC (EXTENDS BEYOND CONSTRUCTION LIMITS), THE CONTRACTOR SHALL REPLACE THE DAMAGED

AREA AT NO ADDITIONAL COST TO STATE.

5. FIRE PROTECTION ACCESS AND FIRE HYDRANTS SHALL BE MAINTAINED THROUGHOUT THE PROJECT. ALL EXISTING FIRE

HYDRANTS SHALL BE PROTECTED AND MAINTAINED.

6. THE CONTRACTOR SHALL COORDINATE ANY DISRUPTION OF EXISTING UTILITIES SERVING THE FACILITY WITH THE FACILITY

AND CONSTRUCTION MANAGER.

EXCAVATION NOTES

1. EXCAVATE TRENCH AND PROVIDE PIPE BEDDING AND BACKFILL MATERIAL PER IOWA SUDAS SPECIFICATIONS OR AS SHOWN

ON THE DRAWINGS.

2. STRIP, STOCKPILE AND RESPREAD A MINIMUM OF 6” OF TOPSOIL IN ALL SODDING AREAS DISTURBED BY CONSTRUCTION.

DISTURBED AREAS SHALL BE LEFT IN SMOOTH CONDITION READY FOR FINAL SEEDBED PREPARATION BY SITE RESTORATION CONTRACTOR. GRADE ALL DISTURBED AREAS TO DRAIN, AS PONDING OF WATER WILL NOT BE ACCEPTABLE.

3. CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH AND FILL SETTLEMENT FOR THE PROJECT'S ONE YEAR WARRANTY PERIOD.

CONTRACTOR SHALL PROVIDE ADDITIONAL FILL MATERIAL AND IS RESPONSIBLE FOR SODDING ALL SETTLEMENT AREAS

AFTER SITE RESTORATION HAS BEEN COMPLETED.

GRADING AND EROSION CONTROL NOTES

1. THE DISTURBED CONSTRUCTION AREA IS MORE THAN 1 ACRE, SO AN NPDES GENERAL PERMIT NO. 2 AND STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ARE REQUIRED. THE CONTRACTOR IS RESPONSIBLE FOR EXECUTING PERMIT REQUIREMENTS INCLUDING INSPECTIONS AND INSTALLING AND MAINTAINING EROSION CONTROL THROUGHOUT

CONSTRUCTION.

2. OWNER TO COMPLETE REQUIRED PUBLIC NOTICE, OBTAIN A NPDES GENERAL PERMIT #2, AND PROVIDE CONTRACTOR WITH AN EPA TEMPLATE SWPPP. PERMIT RESPONSIBILITIES WILL BE DESIGNATED TO TO THE CONTRACTOR FOR REQUIRED

IMPLEMENTATION, EXECUTION, AND MAINTENANCE.

3. BEST MANAGEMENT PRACTICES (BMPs) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY CONSTRUCTION MANAGER

OR OWNER'S REPRESENTATIVE.

4. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND

PROPERLY TREATED OR DISPOSED.

5. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN

AND CLEAN UP FUEL OR CHEMICAL SPILLS AND LEAKS.

6. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS

FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED.

7. RUBBISH, TRASH, GARBAGE, LITTER OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS.

MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER

DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE.

8. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS

MUST BE REMOVED IMMEDIATELY.

9. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE.

10. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND

EROSION.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, WATTLES, INLET PROTECTION, ETC.) TO PREVENT EROSION.

12. ALL STORM SEWER INTAKES THAT RECEIVE STORMWATER RUNOFF FROM DISTURBED AREAS SHALL BE PROVIDED WITH

INLET PROTECTION.

13. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION, PERIODIC CHECKING AND REINSTALLATION OF EROSION AND

SEDIMENTATION CONTROL MEASURES.

14. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE IOWA DNR, US EPA AND LOCAL REGULATIONS DEALING WITH

STORMWATER RUNOFF AND EROSION CONTROL.

UTILITY NOTES

1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE EXACT LOCATIONS AND DEPTHS OF ALL EXISTING PUBLIC AND

PRIVATE UTILITIES AND WHETHER ADDITIONAL UTILITIES EXIST.

2. ALL HDPE PIPE SHALL BE DUAL-WALLED UNLESS OTHERWISE SPECIFIED AS PERFORATED.

3. ALL EXISTING PUBLIC AND PRIVATE UTILITY STRUCTURES SHALL BE ADJUSTED TO FINAL FINISH GRADES.

4. ALL HDPE BENDS AND CONNECTIONS SHALL BE MANUFACTURED CONNECTIONS.

5. CONTRACTOR TO MODIFY EXISTING INVERTS TO ACCOMMODATE NEW PIPE CONNECTIONS.

6. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS, SPECIFICATIONS, PERMITS AND FEES.

7. ALL EXISTING AND PROPOSED UTILITY CROSSINGS/CONFLICTS SHALL MEET OR EXCEED IOWA SUDAS HORIZONTAL AND

VERTICAL SEPARATION REQUIREMENTS.

8. ALL UNDERGROUND LINES SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING.

9. STORM PIPE LENGTHS SHOWN ARE INSIDE EDGE TO INSIDE EDGE OF STRUCTURES.

10. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH IOWA SUDAS STANDARD SPECIFICATIONS AND IOWA DOT SPECIFICATIONS, STANDARD ROAD PLANS AND ROAD DESIGN DETAILS, UNLESS OTHERWISE NOTED ON THE DRAWINGS.

11. ALL OPEN EXCAVATIONS SHALL BE PROTECTED WITH SAFETY FENCE, BARRIERS OR BARRICADES IN ACCORDANCE WITH

OSHA.

12. CONTRACTOR TO IMPLEMENT TEMPORARY SHORING OR SUPPORT AT ALL UTILITY CROSSINGS AS REQUIRED BY CONTRACTOR'S MEANS AND METHODS. ALL DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT NO ADDITIONAL COST

TO THE STATE.

PAVEMENT GENERAL NOTES

1. ALL PROPOSED PAVEMENT PATCHES ARE APPROXIMATE ONLY AND SHOULD BE CONSIDERED MINIMUM REMOVAL EXTENTS.

EXTEND AND ADJUST PAVEMENT PATCHES AS REQUIRED WITH PRIOR APPROVAL BY ENGINEER.

2. ALL SLOPES IN PAVEMENT SHALL BE UNIFORM TO AVOID PONDING. ANY PONDING ON PAVEMENT PATCHES, NEW PAVING OR

ADJACENT PAVING WILL BE CONSIDERED UNACCEPTABLE AND SHALL BE REPLACED.

3. OWNER TO REMOVE ALL SIGNS WITHIN THE CONSTRUCTION LIMITS PRIOR TO THE START OF CONSTRUCTION AND REPLACE THEM ONCE CONSTRUCTION HAS CONCLUDED. ANY STREET SIGNS OR POLES DAMAGED DURING THE COURSE OF WORK TO BE REMOVED AND REPLACED AT NO ADDITIONAL COST TO THE STATE. COORDINATE LOCATIONS WITH THE OWNER.

4. USE TYPE "A" COMPACTION PER IOWA DOT STANDARD SPECIFICATIONS ON SUBGRADE AND SUBBASE.

SPECIFICATIONS

THE MOST RECENT EDITION OF THE IOWA STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS) SHALL APPLY TO ALL SITE

WORK PERFORMED ON THIS PROJECT EXCEPT AS MODIFIED HEREIN.

A. CONCRETE PAVING

CONCRETE: MATERIALS AND MIXING FOR ALL CONCRETE WORK, UNLESS OTHERWISE SPECIFIED, SHALL CONFORM TO IOWA DOT

SPECIFICATIONS FOR AIR-ENTRAINED TYPE C-4 MIX WITH TYPE I CEMENT.

FLY ASH (CONTRACTOR'S OPTION): ASTM C618, TYPE C, NOT TO EXCEED 15% OF CEMENTITIOUS MATERIAL.

COARSE AGGREGATE: DURABILITY SHALL BE CLASS III, 3/4" MAX.

COMPRESSIVE STRENGTH: 2800 PSI @ 7 DAYS AND 4000 PSI @ 28 DAYS

SLUMP: 3" ± 1" or 8" MAXIMUM WITH SUPER PLASTICIZER OR AS APPROVED BY GEOTECHNICAL ENGINEER

AIR CONTENT: 7.0% ± 1.0% OR AS APPROVED BY GEOTECHNICAL ENGINEER

WATER/CEMENT RATIO: NOT TO EXCEED 0.53

FINISH: HEAVY BROOM FINISH

TESTING: ONE SET OF TEST CYLINDERS REQUIRED FOR EACH 100 CY, OR PORTION THEREOF, OF CONCRETE POURED PER WORK LOCATION. CONCRETE TESTING TO BE DONE AND PAID FOR BY OWNER. CONTRACTOR SHALL COORDINATE AND

SCHEDULE ALL REQUIRED TESTING AND GEOTECHNICAL WORK WITH CONSTRUCTION MANAGER.

SURFACE CURING: CONTRACTOR SHALL APPLY WHITE PIGMENT LIQUID CURING COMPOUND IN A FINE SPRAY TO FORM CONTINUOUS UNIFORM FILM AFTER FINISHING AND SURFACE MOISTURE HAS DISAPPEARED OR WITHIN 30 MINUTES AFTER

FORMS ARE REMOVED.

SUBMIT CONCRETE MIX DESIGN FOR APPROVAL.

COLD WEATHER CONCRETE: WHEN THE ATMOSPHERIC AIR TEMPERATURE MAY BE EXPECTED TO DROP BELOW 40°F AT THE TIME CONCRETE IS DELIVERED TO THE WORK SITE, DURING PLACEMENT OR AT ANY TIME DURING CURING PERIOD, CONCRETE SHALL BE MIXED, PLACED AND PROTECTED IN ACCORDANCE WITH ACI STANDARD 306, "RECOMMENDED PRACTICE FOR COLD WEATHER CONCRETING." IT IS THE OWNER'S PREFERENCE TO AVOID COLD WEATHER CONCRETE AND PROVIDE TEMPORARY

GRANULAR SURFACING FOR SIDEWALK AND PAVING AS REQUIRED.

B. EXPANSION JOINT FILLER

CLOSED CELL POLYETHYLENE WITH STRIP-OFF CAP FOR SEALANT.

C. JOINT SEALANT

PAVING JOINTS SHALL BE SEALED PER IOWA DOT SPECIFICATIONS. BACKER ROD SHALL NOT BE USED FOR JOINT SEALING.

D. PAVEMENT JOINTING

PROVIDE IDOT TYPE 'C' JOINTS FOR JOINTS IN PARKING LOT. PROVIDE JOINTS AT A MAXIMUM SPACING OF 12 FEET FOR PAVING

OR SQUARE PANELS FOR SIDEWALKS.

PROVIDE IDOT TYPE 'RD' OR TYPE 'BT' JOINTS TO TIE INTO EXISTING PAVING.

PROVIDE IDOT TYPE 'DW' JOINTS FOR END OF DAY PAVING.

SAW CUTTING TO BE COMPLETED A MAXIMUM OF 24 HOURS FROM CONCRETE PLACEMENT. RANDOM CRACKING CAUSED BY

DELAYED SAW CUTTING MAY REQUIRE REMOVAL AND REPLACEMENT.

CONTRACTOR TO PROVIDE OWNER'S REPRESENTATIVE WITH A POURING SEQUENCE AND JOINTING PLAN FOR APPROVAL PRIOR

TO PAVING.

E. GRANULAR SUBBASE

CRUSHED STONE GRANULAR SUBBASE MATERIAL SHALL BE PROVIDED AND PLACED ACCORDING TO IOWA DOT SPECIFICATIONS.

F. TRENCH EXCAVATION AND BACKFILL

BEDDING AND BACKFILL MATERIAL: SHALL COMPLY WITH IOWA SUDAS SECTION 3010.

BACKFILL COMPACTION REQUIREMENTS:

1. AREAS UNDER AND WITHIN FIVE (5) FEET OF PAVEMENT, SIDEWALKS, GRANULAR SURFACING OR OTHER SURFACE

IMPROVEMENTS SHALL BE COMPACTED TO 95% OF MAXIMUM STANDARD PROCTOR DENSITY.

2. AREAS UNDER LANDSCAPING AND LAWN AREAS SHALL BE COMPACTED TO 90% OF MAXIMUM STANDARD PROCTOR DENSITY.

COMPACTION TESTING SHALL BE COMPLETED ON A FREQUENCY OF ONE TEST PER 100 LINEAR FEET AT APPROXIMATELY EVERY OTHER 8" LIFT OR AT ALTERNATIVE LOCATIONS AND FREQUENCIES AS RECOMMENDED BY TESTING AGENCY.

COMPACTION TESTING TO BE DONE BY AN INDEPENDENT TESTING LABORATORY AND PAID FOR BY OWNER. CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL REQUIRED TESTING AND GEOTECHNICAL WORK WITH CONSTRUCTION MANAGER.

CONTRACTOR IS RESPONSIBLE FOR ALL DEWATERING, WHICH MAY BE REQUIRED INCIDENTAL TO THE PIPE INSTALLATION.

G. TOPSOIL

STRIP, STOCKPILE AND RESPREAD EXISTING TOPSOIL IN ALL AREAS TO BE SODDED. THE DEPTH OF TOPSOIL SHALL BE A MINIMUM OF 6" AFTER NATURAL SETTLEMENT AND SHALL CONFORM SMOOTHLY TO THE ADJACENT LINES, GRADES AND ELEVATIONS. PROVIDE ADDITIONAL TOPSOIL IF EXISTING TOPSOIL IS NOT PROPERLY HANDLED AND PROTECTED.

H. SITE RESTORATION

SODDING: ALL DISTURBED AREAS ON THE SITE NOT TO BE PAVED OR LANDSCAPED SHALL RECEIVE SOD.SOD MATERIALS AND INSTALLATION SHALL MEET SUDAS SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR PREPARING SOD, APPLYING SOD AND THE FIRST WEEK OF WATERING POST SOD PLACEMENT. OWNER WILL ASSUME RESPONSIBILITY OF WATERING AFTER ONE WEEK.

I. GEOTECHNICAL

CONTRACTOR SHALL REVIEW AND FOLLOW THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT FOR THE PROJECT.

1. IN AREAS UNDER AND WITHIN FIVE (5) FEET OF PROPOSED PAVING AND SIDEWALKS, THE CONTRACTOR SHALL REMOVE THE TOP 6 INCHES OF EXISTING FILL MATERIAL AND THEN SCARIFY, MOISTURE CONDITION AND COMPACT THE TOP 6 INCHES OF THE EXISTING FILL MATERIAL SUBGRADE PER THE REQUIREMENTS OF THIS SECTION. THE 6 INCHES OF EXISTING FILL MATERIAL THAT WAS REMOVED SHALL BE MOISTURE CONDITIONED AND PLACED IN 6-INCH COMPACTED LIFTS PER THE REQUIREMENTS OF

THIS SECTION.

2. AFTER STRIPPING AND EXCAVATING TO THE PROPOSED SUBGRADE LEVEL, THE PROPOSED PAVEMENT AREAS SHALL BE PROOFROLLED WITH A LOADED TANDEM AXLE DUMP TRUCK OR SIMILAR HEAVY RUBBER TIRED VEHICLE.

3. FILL MATERIAL SHALL BE PLACED IN MAXIMUM COMPACTED LIFTS OF 3 INCHES FOR HAND COMPACTION EQUIPMENT AND 6 INCHES FOR RIDING COMPACTION EQUIPMENT. LEAN CLAY MATERIAL SHALL BE COMPACTED TO 95% OF MAXIMUM STANDARD PROCTOR DENSITY AND GRANULAR BASE MATERIAL SHALL BE COMPACTED TO 98% OF MAXIMUM STANDARD PROCTOR DENSITY.

4. COMPACTION TESTING OR PROOFROLLING SHALL BE COMPLETED ON A FREQUENCY OF ONE TEST PER 100 LINEAR FEET AT APPROXIMATELY EVERY OTHER 6" LIFT OR AT ALTERNATIVE LOCATIONS AND FREQUENCIES AS RECOMMENDED BY TESTING AGENCY. COMPACTION TESTING TO BE DONE BY AN INDEPENDENT TESTING LABORATORY AND PAID FOR BY OWNER.

CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL REQUIRED TESTING AND GEOTECHNICAL WORK WITH CONSTRUCTION

MANAGER.

J. SIDEWALK RAMPS

ALL SIDEWALK RAMPS SHALL BE INSTALLED ACCORDING TO THE SIDEWALK RAMP DETAILS IN THESE DRAWINGS AND IN FULL COMPLIANCE WITH PROPOSED ACCESSIBILITY GUIDELINES FOR PEDESTRIAN FACILITIES IN THE PUBLIC RIGHT-OF-WAY (ALSO KNOWN AS PROWAG) AND THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES.

CONTRACTOR IS RESPONSIBLE FOR ALL COMPLIANCE WITH CROSS SLOPE AND GRADE REQUIREMENTS FOR ALL EXISTING RAMPS WHICH ARE REQUIRED TO BE REMOVED AND REPLACED AS PART OF THE PROPOSED IMPROVEMENTS. ADJUSTMENTS TO EXISTING RAMPS SHOULD BE ANTICIPATED TO BRING ALL DISTURBED RAMPS INTO COMPLIANCE INCLUDING THE REMOVAL OF SOME ADDITIONAL PAVING TO ACCOMMODATE REQUIRED SIDEWALK GRADES. IF THE CONSTRUCTION CANNOT BE COMPLETED ACCORDING TO THE SPECIFIED LIMITS THE CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO CONCRETE PLACEMENT TO

REVIEW PROPOSED ADJUSTMENTS.

DETECTABLE WARNINGS/TRUNCATED DOMES: USE MANUFACTURED DETECTABLE WARNING PANELS WITH A NON-SLIP SURFACE AND RAISED TRUNCATED DOMES MEETING PROWAG DIMENSION AND PLACEMENT REQUIREMENTS. DETECTABLE WARNING

PANELS SHALL BE CAST IRON..

K. PAINT STRIPING AND GROOVING

STRIPE PARKING LOT PER IOWA DOT SPECIFICATIONS SECTION 2527. USE DURABLE PAINT PAVEMENT MARKINGS PER IOWA DOT

SECTION 2527.02.D.2.C

PLACE ALL PAVEMENT MARKING IN A GROOVE IN A SINGLE PASS, USING STACKED DIAMOND CUTTING HEADS MOUNTED ON A FLOATING HEAD WITH CONTROLS CAPABLE OF PROVIDING UNIFORM DEPTH AND ALIGNMENT. IF DRY CUTTING, USE EQUIPMENT THAT IS SELF VACUUMING. USE THE EQUIPMENT ACCORDING TO THE MANUFACTURERS RECOMMENDATIONS

GROOVE TO MEET IOWA DOT SPECIFICATIONS SECTION 2527.03.H

15"

ASPHALT

CONCRETE

ASPHALT

CONCRETE

GRASS

LUCAS BUILDING SIGN

SIDEWALK

CONCRETE

STEPS

RAMP

WALL

BIKE RACK

CONCRETE E 13TH

STR

EET

SID

ALK

E 12TH

STR

EET

LUCAS BUILDING

410610

9899101

15" RCP

12" RCP

18" CIP

18" C

BOLLARD (TYP)

SAN MH

RIM=105.35

" C

15" ST

12" ST

ST INT

RIM=99.83

IE(W)=92.78

STORM MH

RIM=99.46

IE(W)=90.51

IE(E)=83.71

STORM MH

RIM=99.18

IE(E)=90.13

IE(W)=81.76

STORM MH

RIM=99.13

IE(NE)=93.95

IE(N)=90.93

IE(E)=90.13

IE(W)=89.93

STORM INT

T/C=99.13

IE=89.78

BRICK MH

RIM=99.05

IE(N)=94.75

STORM MH

RIM=94.76

IE=81.09

IE=82.20

SUMP PIT (IN TUNNEL)

TOP=86.03

IE(W)=85.13

IE(E)=84.13

BOT=78.53

SUMP PIT

TOP=83.65

IE(N)=81.85

IE(S)=81.75

BOT=81.05

TUNNEL

VENT

(BURIED)

TUNNEL

VENT

(BURIED)

VENTILATION

STRUCTURE

CP50 CX

CP1 CX

CP2 CX

CP3 CX

CP4 CX

CP5 CX

CP6 CX

STORM INT

RIM=98.44

IE(W)=96.56

IE(S)=95.04

SAN MH

RIM=105.35

IE=90.45

ST INT

RIM=104.88

UNKNOWN DISCHARGE OUT OF

PIPE IN FLOOR OF STRUCTURE

ST INT

RIM=105.72

IE(N)=101.52

IE(W)=101.32

IE(S)=97.67 (APPROX.)

(FULL OF DEBRIS)

ST INT

RIM=105.67

IE=98.79 (APPROX.)

FULL OF DEBRIS

ST INT

RIM=105.23

IE(W)=102.76

IE(S)=100.43 (APPROX.)

(FULL OF DEBRIS)

ELEC MH

RIM=105.72

18" RCP

6" PVC

8" CLAY

6" PVC CONNECTION TO

TUNNEL SUMP PUMP

PROTECT EXISTING TREE

PROTECT

EXISTING TREE

REMOVE AND DISPOSE OF EXISTING PAVING

(TYP) REFER TO GEOTECHNICAL REPORT FOR

EXISTING MATERIALS AND THICKNESSES

PROTECT EXISTING

BUILDING (TYP)

PROTECT EXISTING PCC

SIDEWALK (TYP)

PROTECT EXISTING PCC

SIDEWALK (TYP)

PROTECT EXISTING CAMERA POLES,

FOOTINGS, AND HANDHOLES

PROTECT EXISTING CAMERA POLES,

FOOTINGS, AND HANDHOLES

PROTECT EXISTING CAMERA POLES,

FOOTINGS, AND HANDHOLES

PROTECT EXISTING CAMERA POLES,

FOOTINGS, AND HANDHOLES

PROTECT EXISTING

PCC SIDEWALK (TYP)

PROTECT EXISTING

PAVING (TYP)

DISCONNECT ELECTRICAL SERVICES

AND REMOVE AND DISPOSE OF

EXISTING LIGHT POLES AND

FOOTINGS (TYP)

REMOVE AND DISPOSE OF

EXISTING STORM INTAKE

REMOVE AND DISPOSE

OF EXISTING BOLLARDS

SAWCUT PAVING FULL DEPTH AND

REMOVE TO NEAREST JOINT

SAWCUT PAVING FULL DEPTH AND

REMOVE TO NEAREST JOINT (TYP)

SAWCUT PAVING FULL DEPTH AND

REMOVE TO NEAREST JOINT

PROTECT EXISTING

BIKE RACK

PROTECT EXISTING VENTILATION

STRUCTURE

REMOVE AND DISPOSE OF

EXISITNG PCC SIDEWALK

REMOVE AND DISPOSE OF

EXISITNG PCC SIDEWALK

PROTECT EXISTING PCC

SIDEWALK (TYP)

PROTECT EXISTING

PAVEMENT (TYP)

REMOVE AND DISPOSE OF EXISTING

PCC CURB AND GUTTER (TYP)

PROTECT EXISTING

STORM SEWER (TYP)

REMOVE AND DISPOSE OF EXISTING

PCC CURB AND GUTTER (TYP)

REMOVE EXISTING PCC

PAVING (POTENTIAL

MANHOLE STRUCTURE

UNDER PCC PAVING,

CONTRACTOR TO VERIFY)

PROTECT EXISTING

STORM SEWER (TYP)

PROTECT EXISTING

ELECTRICAL CONDUIT (TYP)

REMOVE AND DISPOSE

OF EXISTING STORM

SEWER (TYP)

REMOVE AND DISPOSE

OF EXISTING PCC PAVING

PROTECT EXISTING

STORM MANHOLE

REMOVE AND DISPOSE OF

EXISTING PCC SIDEWALK

PROTECT EXISTING

PCC CURB (TYP)

REMOVE AND DISPOSE

OF EXISTING SIDEWALK

REMOVE AND DISPOSE OF

EXISTING PCC SIDEWALK

PROTECT EXISTING PCC CURB (TYP)

PROTECT EXISTING TUNNEL

WALLS AND LID (TYP)

PROTECT EXISTING

STORM STRUCTURES

PROTECT EXISTING

PCC PAVING

PROTECT EXISTING

ACCESS LID AND VAULT

REMOVE EXISTING

SIGNS (TYP)

REMOVE AND DISPOSE

OF EXISTING SIDEWALK

REMOVE AND DISPOSE

OF EXISTING SIDEWALK

REMOVE AND DISPOSE

OF EXISTING SIDEWALK

PROTECT EXISTING

CURB AND GUTTER

PROTECT EXISTING PCC CURB (TYP)

PROTECT EXISTING PCC CURB

PROTECT EXISTING CONDUIT

UNDER E 12TH STREET

ABANDON EXISTING SITE LIGHTING

ELECTRICAL SERVICES AND

CONDUIT OR REMOVE AS REQUIRED

FOR SUBGRADE PREPARATION (TYP)

PROTECT EXISTING

ELECTRICAL / CONDUIT

TO CAMERAS (TYP)

PROTECT EXISTING

ELECTRICAL / CONDUIT

TO CAMERAS (TYP)

OWNER TO REMOVE ALL EXISTING SIGNS

PRIOR TO CONSTRUCTION AND

CONTRACTOR TO DEMO ANY REMAINING

SIGN POLES AS REQUIRED (TYP)

PROTECT EXISTING

ELECTRICAL VAULT

PROTECT EXISTING

TREE

CONSTRUCTION LIMITS (TYP)

SAWCUT PAVING FULL DEPTH AND

REMOVE TO NEAREST JOINT

PROTECT EXISTING

PCC STEPS

PROTECT EXISTING

PCC SIDEWALK (TYP)

REMOVE AND DISPOSE OF

EXISTING STORM SEWER (TYP)

PROVIDE SIDEWALK CLOSED

SIGNAGE AT NEXT STREET

CROSSING OR AS REQUIRED BY

OWNER OR CITY (TYP)

PROVIDE SIDEWALK CLOSED SIGNAGE AT NEXT STREET CROSSING OR

AS REQUIRED BY OWNER OR CITY (TYP)

PROTECT EXISTING

STORM SEWER

PROTECT EXISTING

STORM SEWER

PROTECT EXISTING

STORM SEWER

A B C D E F

N P

Y, S U

T D

, I

O W

E- H

R Y.

C O

A B C D E F

NORTH

D R

B Y

D B

O R

E D

D B

O O

T N

U M

Pr in te d: CD01

G C

O N

D D

O N

20 --

L C

O M

T O

T, D

, I

\P ro je ct s\

0\ De liv er ab le s\ Dr aw in gs \1

_C ivi l\C D0

O N

.d wg

15"

ASPHALT

CONCRETE

ASPHALT

CONCRETE

GRASS

LUCAS BUILDING SIGN

SIDEWALK

CONCRETE

STEPS

RAMP

WALL

BIKE RACK

CONCRETE E 13TH

STR

EET

SID

ALK

E 12TH

STR

EET

LUCAS BUILDING

410610

9899101

15" RCP

12" RCP

18" CIP

18" C

BOLLARD (TYP)

SAN MH

RIM=105.35

" C

15" ST

12" ST

ST INT

RIM=99.83

IE(W)=92.78

STORM MH

RIM=99.46

IE(W)=90.51

IE(E)=83.71

STORM MH

RIM=99.18

IE(E)=90.13

IE(W)=81.76

STORM MH

RIM=99.13

IE(NE)=93.95

IE(N)=90.93

IE(E)=90.13

IE(W)=89.93

STORM INT

T/C=99.13

IE=89.78

BRICK MH

RIM=99.05

IE(N)=94.75

STORM MH

RIM=94.76

IE=81.09

IE=82.20

SUMP PIT (IN TUNNEL)

TOP=86.03

IE(W)=85.13

IE(E)=84.13

BOT=78.53

SUMP PIT

TOP=83.65

IE(N)=81.85

IE(S)=81.75

BOT=81.05

TUNNEL

VENT

(BURIED)

TUNNEL

VENT

(BURIED)

VENTILATION

STRUCTURE

CP50 CX

CP1 CX

CP2 CX

CP3 CX

CP4 CX

CP5 CX

CP6 CX

STORM INT

RIM=98.44

IE(W)=96.56

IE(S)=95.04

SAN MH

RIM=105.35

IE=90.45

ST INT

RIM=104.88

UNKNOWN DISCHARGE OUT OF

PIPE IN FLOOR OF STRUCTURE

ST INT

RIM=105.72

IE(N)=101.52

IE(W)=101.32

IE(S)=97.67 (APPROX.)

(FULL OF DEBRIS)

ST INT

RIM=105.67

IE=98.79 (APPROX.)

FULL OF DEBRIS

ST INT

RIM=105.23

IE(W)=102.76

IE(S)=100.43 (APPROX.)

(FULL OF DEBRIS)

ELEC MH

RIM=105.72

18" RCP

6" PVC

8" CLAY

6" PVC CONNECTION TO

TUNNEL SUMP PUMP

SOD DISTURBED AREAS

NOT TO BE PAVED (TYP)

6" PCC PAVING (TYP)

6" PCC SIDEWALK WITH

DETECTABLE WARNING

6" PCC INTEGRAL

CURB (TYP)

(3) ADA VAN ACCESSIBLE

STALLS

(4) STANDARD ADA

ACCESSIBLE STALLS

NEW LIGHT POLE AND FOOTING:

REFER TO ELECTRICAL

4" WIDE, PAVEMENT

STRIPING, YELLOW (TYP)

8" WIDE, PAVEMENT

STRIPING, WHITE

8" WIDE, PAVEMENT

STRIPING, WHITE (TYP)

"NO PARKING" TEXT ON SIDEWALK, MATCH

EXISTING PLACEMENT, YELLOW

"NO PARKING" TEXT ON SIDEWALK, MATCH

EXISTING PLACEMENT, YELLOW

6" PCC SIDEWALK WITH

DETECTABLE WARNING

6" PCC SIDEWALK WITH

DETECTABLE WARNING (TYP)

6" PCC SIDEWALK WITH

DETECTABLE WARNING

SOD DISTURBED AREAS

NOT TO BE PAVED (TYP)

"NO PARKING" TEXT ON SIDEWALK, MATCH

EXISTING PLACEMENT, YELLOW

"NO PARKING" TEXT ON SIDEWALK, MATCH

EXISTING PLACEMENT, YELLOW

4" PCC ROLLED CURB (TYP)

8.50'

(TYP)

HATCH STRIPING, 4" WIDE,

2' O.C, YELLOW (TYP)

DRILL JOINTS INTO

ABUTTING PAVEMENT (TYP)

HANDICAPPED PARKING

SYMBOL (TYP)

HATCH STRIPING, 4" WIDE,

2' O.C, YELLOW (TYP)

DRILL JOINTS INTO

ABUTTING PAVEMENT (TYP)

8.50'

(TYP)

18.00'

(TYP)

8.50'

(TYP)

18.00'

(TYP)

NEW LIGHT POLE AND FOOTING:

REFER TO ELECTRICAL

(2) STANDARD ADA

ACCESSIBLE STALLS

6" PCC INTEGRAL

CURB (TYP)

PHASE 1 PHASE 2

6" PCC

SIDEWALK

6" PCC

SIDEWALK

NO PARKING

SOD DISTURBED AREAS

NOT TO BE PAVED (TYP)

18.50'

(TYP)

9.50' 9.50'

8.00' 5.00' 8.00' 5.00'

8.00' 8.00' 5.00'

8.00' 8.00'

9.00' 9.00'

CONTRACTOR TO COORDINATE WITH

FACILITY ON STAGING AREAS AND

SCHEDULES FOR PHASES 1 AND 2

INSTALL EXPANSION JOINT AROUND

LIGHT POLE BASES (TYP)

OWNER TO REINSTALL

ALL SIGNS AFTER

CONSTRUCTION IS

COMPLETED (TYP)

8.00' 5.00' 5.00'

5.00' 8.00' 8.00' 5.00' 11.00'

8.00'

8.00' 8.00'

5.00' 8.00' 8.00'

19.00'

(TYP)

NO PARKING

6" PCC INTEGRAL

CURB (TYP)

CONTRACTOR TO COORDINATE

EXACT PHASE 1 LIMIT WITH OWNERS

REPRESENTATIVE. ADJUST AS

REQUIRED FOR CONSTRUCTABILITY

OF PAVING AND UTILITIES

REFER TO PROJECT MANUAL FOR

ADDITIONAL UNIT PRICE ALTERNATIVE FOR

OWNER REQUESTED ADDITIONAL SIDEWALK

REMOVAL AND REPLACEMENT. EXACT

LOCATIONS TO BE IDENTIFIED BY OWNERS

REPRESENTATIVE

D R

B Y

D B

O R

E D

D B

O O

T N

U M

Pr in te d: C101

20 --

L C

O M

T O

T, D

, I

\P ro je ct s\

0\ De liv er ab le s\ Dr aw in gs \1

_C ivi l\C

dw g

A B C D E F

N P

Y, S U

T D

, I

O W

E- H

R Y.

C O

A B C D E F

NORTH

15"

ASPHALT

CONCRETE

ASPHALT

CONCRETE

GRASS

LUCAS BUILDING SIGN

SIDEWALK

CONCRETE

STEPS

RAMP

WALL

BIKE RACK

CONCRETE E 13TH

STR

EET

SID

ALK

E 12TH

STR

EET

LUCAS BUILDING

410610

9899101

15" RCP

12" RCP

18" CIP

18" C

BOLLARD (TYP)

SAN MH

RIM=105.35

" C

15" ST

12" ST

ST INT

RIM=99.83

IE(W)=92.78

STORM MH

RIM=99.46

IE(W)=90.51

IE(E)=83.71

STORM MH

RIM=99.18

IE(E)=90.13

IE(W)=81.76

STORM MH

RIM=99.13

IE(NE)=93.95

IE(N)=90.93

IE(E)=90.13

IE(W)=89.93

STORM INT

T/C=99.13

IE=89.78

BRICK MH

RIM=99.05

IE(N)=94.75

STORM MH

RIM=94.76

IE=81.09

IE=82.20

SUMP PIT (IN TUNNEL)

TOP=86.03

IE(W)=85.13

IE(E)=84.13

BOT=78.53

SUMP PIT

TOP=83.65

IE(N)=81.85

IE(S)=81.75

BOT=81.05

TUNNEL

VENT

(BURIED)

TUNNEL

VENT

(BURIED)

VENTILATION

STRUCTURE

CP50 CX

CP1 CX

CP2 CX

CP3 CX

CP4 CX

CP5 CX

CP6 CX

STORM INT

RIM=98.44

IE(W)=96.56

IE(S)=95.04

SAN MH

RIM=105.35

IE=90.45

ST INT

RIM=104.88

UNKNOWN DISCHARGE OUT OF

PIPE IN FLOOR OF STRUCTURE

ST INT

RIM=105.72

IE(N)=101.52

IE(W)=101.32

IE(S)=97.67 (APPROX.)

(FULL OF DEBRIS)

ST INT

RIM=105.67

IE=98.79 (APPROX.)

FULL OF DEBRIS

ST INT

RIM=105.23

IE(W)=102.76

IE(S)=100.43 (APPROX.)

(FULL OF DEBRIS)

ELEC MH

RIM=105.72

18" RCP

6" PVC

8" CLAY

6" PVC CONNECTION TO

TUNNEL SUMP PUMP

105.27 ME105.00 ME

104.95 ME

105.30 ME

5.4

7 M E

105.50 ME

105.69 ME

E100.71 M E

100.19 ME

98.08 ME

97.85 ME

98.13 ME

102.07 ME

M E

100.57 ME

100.59 ME

100.54 ME

102.75

102.67

102.92 TC

102.42 GU

102.82 TC

102.32 GU

98.3398.33

98.29

100.94 TC 100.44 GU

0.8

3 T C

0.3

3 G U

5.3

8 T C

4.8

8 G U

105.14

98.22

105.10

105.41

105.37

103.09

103.12

101.70

101.73

100.95

99.12

104.97105.08

105.10105.21

105.34105.45

105.47105.58

105.17105.28

105.30105.41

99.3999.49

99.16 ME

99.51 ME

99.53 ME 99.11 ME

100.51

100.45

99.71 TC 99.21 GU

103.71 TC

103.21 GU

105.55

105.44

100.33

5.7

4 T C

5.4

0 G U

100.42

1.1

3 M E

1.68% 1.67%

1.67%

1.70% 1.70%

1.68%

100.58

RIDGE

BREAKLINE

CONTRACTOR TO CONFIRM MAXIMUM

2% GRADES IN ALL DIRECTIONS FOR

ACCESSIBLE STALLS

GRADING LIMITS (TYP)

MATCH EXISTING

GRADES (TYP)

MATCH EXISTING

GRADES (TYP)

MATCH EXISTING

GRADES (TYP)

MATCH EXISTING

GRADES (TYP)

MATCH EXISTING

GRADES (TYP)

MATCH EXISTING

GRADES (TYP)

MATCH EXISTING

GRADES (TYP)

D R

B Y

D B

O R

E D

D B

O O

T N

U M

Pr in te d: C201

G R

G P

20 --

L C

O M

T O

T, D

, I

\P ro je ct s\

0\ De liv er ab le s\ Dr aw in gs \1

_C ivi l\C

dw g

A B C D E F

N P

Y, S U

T D

, I

O W

E- H

R Y.

C O

A B C D E F

15"

ASPHALT

CONCRETE

ASPHALT

CONCRETE

GRASS

LUCAS BUILDING SIGN

SIDEWALK

CONCRETE

STEPS

RAMP

WALL

BIKE RACK

CONCRETE E 13TH

STR

EET

SID

ALK

E 12TH

STR

EET

LUCAS BUILDING

410610

9899101

15" RCP

12" RCP

18" CIP

18" C

BOLLARD (TYP)

SAN MH

RIM=105.35

" C

15" ST

12" ST

ST INT

RIM=99.83

IE(W)=92.78

STORM MH

RIM=99.46

IE(W)=90.51

IE(E)=83.71

STORM MH

RIM=99.18

IE(E)=90.13

IE(W)=81.76

STORM MH

RIM=99.13

IE(NE)=93.95

IE(N)=90.93

IE(E)=90.13

IE(W)=89.93

STORM INT

T/C=99.13

IE=89.78

BRICK MH

RIM=99.05

IE(N)=94.75

STORM MH

RIM=94.76

IE=81.09

IE=82.20

SUMP PIT (IN TUNNEL)

TOP=86.03

IE(W)=85.13

IE(E)=84.13

BOT=78.53

SUMP PIT

TOP=83.65

IE(N)=81.85

IE(S)=81.75

BOT=81.05

TUNNEL

VENT

(BURIED)

TUNNEL

VENT

(BURIED)

VENTILATION

STRUCTURE

CP50 CX

CP1 CX

CP2 CX

CP3 CX

CP4 CX

CP5 CX

CP6 CX

STORM INT

RIM=98.44

IE(W)=96.56

IE(S)=95.04

SAN MH

RIM=105.35

IE=90.45

ST INT

RIM=104.88

UNKNOWN DISCHARGE OUT OF

PIPE IN FLOOR OF STRUCTURE

ST INT

RIM=105.72

IE(N)=101.52

IE(W)=101.32

IE(S)=97.67 (APPROX.)

(FULL OF DEBRIS)

ST INT

RIM=105.67

IE=98.79 (APPROX.)

FULL OF DEBRIS

ST INT

RIM=105.23

IE(W)=102.76

IE(S)=100.43 (APPROX.)

(FULL OF DEBRIS)

ELEC MH

RIM=105.72

18" RCP

6" PVC

8" CLAY

6" PVC CONNECTION TO

TUNNEL SUMP PUMP

PHASE 1

PHASE 2

D R

B Y

D B

O R

E D

D B

O O

T N

U M

Pr in te d: C251

N C

O N

20 --

L C

O M

T O

T, D

, I

\P ro je ct s\

0\ De liv er ab le s\ Dr aw in gs \1

_C ivi l\C

O N

.d wg

A B C D E F

N P

Y, S U

T D

, I

O W

E- H

R Y.

C O

A B C D E F

NORTH

INLET PROTECTION (TYP)

INSTALL SILT FENCE AND STRAW WADDLE -

CONTRACTOR TO PLAN ON PROVIDING BOTH

PERIMETER CONTROLS AND COORDINATE

WITH OWNERS REPRESENTATIVE TO ADJUST

CONTROLS AS REQUIRED (TYP)

INLET PROTECTION (TYP)

INSTALL TEMPORARY CONNECTIONS

AS NEEDED TO ENSURE POSITIVE

DRAINAGE DURING CONSTRUCTION

15"

ASPHALT

CONCRETE

ASPHALT

CONCRETE

GRASS

LUCAS BUILDING SIGN

SIDEWALK

CONCRETE

STEPS

RAMP

WALL

BIKE RACK

CONCRETE E 13TH

STR

EET

SID

ALK

E 12TH

STR

EET

LUCAS BUILDING

410610

9899101

15" RCP

12" RCP

18" CIP

18" C

BOLLARD (TYP)

SAN MH

RIM=105.35

" C

15" ST

12" ST

ST INT

RIM=99.83

IE(W)=92.78

STORM MH

RIM=99.46

IE(W)=90.51

IE(E)=83.71

STORM MH

RIM=99.18

IE(E)=90.13

IE(W)=81.76

STORM MH

RIM=99.13

IE(NE)=93.95

IE(N)=90.93

IE(E)=90.13

IE(W)=89.93

STORM INT

T/C=99.13

IE=89.78

BRICK MH

RIM=99.05

IE(N)=94.75

STORM MH

RIM=94.76

IE=81.09

IE=82.20

SUMP PIT (IN TUNNEL)

TOP=86.03

IE(W)=85.13

IE(E)=84.13

BOT=78.53

SUMP PIT

TOP=83.65

IE(N)=81.85

IE(S)=81.75

BOT=81.05

TUNNEL

VENT

(BURIED)

TUNNEL

VENT

(BURIED)

VENTILATION

STRUCTURE

CP50 CX

CP1 CX

CP2 CX

CP3 CX

CP4 CX

CP5 CX

CP6 CX

STORM INT

RIM=98.44

IE(W)=96.56

IE(S)=95.04

SAN MH

RIM=105.35

IE=90.45

ST INT

RIM=104.88

UNKNOWN DISCHARGE OUT OF

PIPE IN FLOOR OF STRUCTURE

ST INT

RIM=105.72

IE(N)=101.52

IE(W)=101.32

IE(S)=97.67 (APPROX.)

(FULL OF DEBRIS)

ST INT

RIM=105.67

IE=98.79 (APPROX.)

FULL OF DEBRIS

ST INT

RIM=105.23

IE(W)=102.76

IE(S)=100.43 (APPROX.)

(FULL OF DEBRIS)

ELEC MH

RIM=105.72

18" RCP

6" PVC

8" CLAY

6" PVC CONNECTION TO

TUNNEL SUMP PUMP

INT 1.1 SW-511

RIM = 100.33

IE(N)=96.33

IE(S)=96.33

IE(W)=91.81

IE(E)=91.71

CONTRACTOR TO VERIFY

EXISTING INVERT PRIOR

TO CONSTRUCTION

6" PERFORATED HDPE

PAVING SUBDRAIN (TYP)

6" PERFORATED HDPE

PAVING SUBDRAIN (TYP)

6" PERFORATED HDPE

PAVING SUBDRAIN (TYP)

90° BEND

IE=97.50

90° BEND

IE= 96.76

ST 1.1 69 LF 15" DUAL

WALL HDPE STORM

SEWER @ 1.50%

CONNECT STORM SEWER

TO EXISTING STORM SEWER

10' FROM BRICK MANHOLE

WITH PRE-MANUFACTURED

COUPLING

IE = 90.68 (APPROXIMATE,

CONTRACTOR TO VERIFY

PRIOR TO CONSTRUCTION)

SUBDRAIN NOTES:

MIN. DEPTH: 3.5'

MAX. DEPTH: 5.0'

TARGET DEPTH: 4.0'

MIN. SLOPE: 0.5%

INSTALL SUBDRAIN AT SLOPE NECESSARY TO

ACHIEVE DESIRED DEPTH. INSTALL INSERTA-TEE

OR APPROVED EQUAL AT PIPE CONNECTIONS.

INSTALL RISERS AT PIPE CONNECTIONS WHEN

NECESSARY TO ACHIEVE DESIRED DEPTH.

IE=101.14

IE=101.04

IE= 100.63

TEE

IE=96.47

IE= 95.32

3 LF 6" HDPE SUBDRAIN

RISER @ 100.00%

CONNECT 6" SUBDRAIN TO 15"

STORM SEWER WITH INSERTA-TEE

OR APPROVED EQUAL

IE (N-S) = 91.28

IE (E-W) = 90.90

IE = 94.28

IE= 96.91

4 LF 6" HDPE SUBDRAIN

RISER @ 100.00%

IE = 95.28

ST 1.2 225 LF 15" DUAL

WALL HDPE STORM

SEWER @ 1.48%

CONNECT STORM SEWER TO

EXISTING STORM SEWER 10'

FROM PROJECT LIMITS WITH

PRE-MANUFACTURED COUPLING

IE = 95.14 (APPROXIMATE,

CONTRACTOR TO VERIFY PRIOR

TO CONSTRUCTION)

6" PERFORATED HDPE

PAVING SUBDRAIN (TYP)

6" PERFORATED HDPE

PAVING SUBDRAIN (TYP)

PHASE 1

PHASE 2

A B C D E F

N P

Y, S U

T D

, I

O W

E- H

R Y.

C O

A B C D E F

D R

B Y

D B

O R

E D

D B

O O

T N

U M

Pr in te d: C301

20 --

L C

O M

T O

T, D

, I

\P ro je ct s\

0\ De liv er ab le s\ Dr aw in gs \1

_C ivi l\C

.d wg 3/

NORTH

INSTALL TEMPORARY CONNECTIONS

AS NEEDED TO ENSURE POSITIVE

DRAINAGE DURING CONSTRUCTION

N P

Y, S U

T D

, I

O W

E- H

R Y.

C O

A B C D E F

D R

B Y

D B

O R

E D

D B

O O

T N

U M

Pr in te d: C501

C O

R U

O N

20 --

L C

O M

G L

O T

T O

T, D

, I

\P ro je ct s\

0\ De liv er ab le s\ Dr aw in gs \1

_C ivi l\C

O N

dw g

A2 FILTER SACKS

WIDTH = W

DEPTH = D

LENGTH = L

1/4" BRIGHTLY COLORED NYLON

ROPE EXPANSION RESTRAINT

OVERFLOW HOLES

(OPTIONAL)

GEOTEXTILE BAG

INLET GRATE

LOOPS SIZED FOR 1" REBAR.

LIFT FILTER BAG FROM INLET

USING REBAR FOR HANDLES

LOOPS SIZED FOR 1" REBAR.

USING REBAR FOR A

HANDLE TO EMPTY FILTER

SACK AT A SEDIMENT

COLLECTION LOCATION.

2"x2"x3/4" RUBBER

BLOCK (TYP)

1/4" BRIGHTLY

COLORED NYLON

ROPE EXPANSION

RESTRAINT

2"x2"x3/4" RUBBER

BLOCK (TYP)

SECURE LIFTING LOOPS TO OR

UNDER SUROUNDING SURFACE

ISOMETRIC VIEW

ELEVATION VIEW

PROFILE VIEW OF

INSTALLED FILTER SACK

DO NOT USE ON ROADWAYS

WHERE PONDING MAY CAUSE

TRAFFIC HAZARDS

FILTER SACKS

(GRATED INLETS)

1. EMPTY FILTER SACK WHEN BRIGHTLY COLORED

EXPANSION RESTRAINT CAN NO LONGER BE

SEEN.

2. GEOTEXTILE WILL BE WOVEN POLYPROPYLENE

FABRIC THAT MEETS OR EXCEEDS.

3. AN OIL ADSORBENT PAD OR PILLOW CAN BE

PURCHASED WHEN OILS SPILLS ARE A CONCERN.

4. INSPECT PER REGULARTORY REQUIREMENTS.

5. THE WIDTH, "W", OF THE FILTER SACK WILL

MATCH THE INSIDE WIDTH OF THE GRATED INLET

BOX.

6. THE DEPTH, "D", OF THE FILTER SACK WILL BE

BETWEEN 18 INCHES AND 36 INCHES.

7. THE LENGTH, "L", OF THE FILTER SACK WILL

MATCH THE INSIDE LENGTH OF THE GRATED

INLET BOX.

LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE

GRAB TENSILE STRENGTH

GRAB TENSILE ELONGATION

PUNCTURE

MULLEN BURST

TRAPEZOID TEAR

UV RESISTANCE

APPARENT OPENING SIZE

FLOW RATE

PERMITTIVITY

ASTM D-4632

ASTM D-4833

ASTM D-3786

ASTM D-4533

ASTM D-4355

ASTM D-4751

ASTM D-4491

300 LBS

20%

120 LBS

800 PSI

120 LBS

80%

40 US SIEVE

40 GAL/MIN/SQ FT

0.55 SEC -1

GRAB TENSILE STRENGTH

GRAB TENSILE ELONGATION

PUNCTURE

MULLEN BURST

TRAPEZOID TEAR

UV RESISTANCE

APPARENT OPENING SIZE

FLOW RATE

PERMITTIVITY

ASTM D-4632

ASTM D-4833

ASTM D-3786

ASTM D-4533

ASTM D-4355

ASTM D-4751

ASTM D-4491

265 LBS

20%

135 LBS

8420 PSI

45 LBS

90%

20 US SIEVE

200 GAL/MIN/SQ FT

1.5 SEC -1

PROPERTIES TEST METHOD UNITS

MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE

D2 JOINTING DETAILS

'L'

CONTRACTION JOINT

Crack or Joint Line

T/3 � 14''

4'' � 1

16'' Saw Cut

TIE BAR PLACEMENT

(Applies to all joints unless otherwise detailed.)

'DW'

DAY'S WORK JOINT(Non-working)

See dowel assemblies for fabrication details.

See Bar Si]e Table.

Locate 'DW' joint at a mid-panel location between future 'C' joints. Place no closer than 5 feet to a 'C' joint.

Place bars within the limits shown under dowel assemblies.

Edge with 1/8 inch tool for length of joint.

Hole Diameter 18'' Larger than Dowel 18'' Long Dowel at 12'' Centers

'RD'

ABUTTING PAVEMENT JOINT 3

4'' Dia. Hole for BT-3 and BT-4 Joint 8'' Dia. Hole for BT-5 Joint

'BT'

ABUTTING PAVEMENT JOINT - RIGID TIE (Drilled)

' DETAIL C'

CONTRACTION JOINT

T/4'' � 1/4'' Saw Cut

4'' � 18''

Crack or Joint Line

DETAIL A

(Saw cut formed by conventional concrete sawing equipment.)

4''

Tie Bar Si]e

Dowel Diameter

6°

23°

4" (T

R= 2'-

R=1'-8

2' -0

-0

1'-0"

6" 1'-6"

1'-0"

R=6"

NOTE: SYMBOL TO BE CENTERED IN PARKING SPACE

AND ORIENTED AS ILLUSTRATED ON PLANS.

A4 ADA PARKING SYMBOL

24" MIN. GUTTER

T 6"

R=2" R=1"

2" 1" 5"

T = THICKNESS OF PAVEMENT

NOTE: CURB MAY BE POURED INTEGRALLY WITH PAVEMENT

IN PLACE OF CURB AND GUTTER SECTION.

E3 PCC INTEGRAL CURB

C4 SIDEWALK RAMPS

1 PERPENDICULAR CURB RAMP: TARGET RUNNING SLOPE OF 6.25% WITH MAXIMUM RUNNING SLOPE OF 8.3%. MATCH PEDESTRIAN STREET CROSSING CROSS SLOPE AT BACK OF CURB. AT MID-BLOCK CROSSINGS, CROSS SLOPE MAY

EXCEED 2.0% TO MATCH ROADWAY GRADE.

2 PARALLEL CURB RAMP: TARGET CROSS SLOPE OF 1.5% WITH A MAXIMUM CROSS SLOPE OF 2.0%. THE LENGTH OF THE PARALLEL RAMP IS NOT REQUIRED TO EXCEED 15 FEET, REGARDLESS OF THE RESULTING SLOPE. DO NOT EXCEED

8.3% SLOPE FOR PARALLEL RAMPS SHORTER THAN 15 FEET.

3 TURNING SPACE: TARGET SLOPE OF 1.5%, WITH A MAXIMUM SLOPE PERPENDICULAR TO THE TRAVEL DIRECTIONS OF 2.0%. AT MID-BLOCK CROSSINGS, CROSS SLOPE OF LANDING MAY EXCEED 2.0% TO MATCH ROADWAY GRADE. MINIMUM

4 FEET BY 4 FEET.

4 FLARE (10:1 MAX) REQUIRED IF RAMP IS CONTIGUOUS WITH SIDEWALK.

CURB RAMP

TURNING SPACE

DETECTABLE WARNING

E4 4" PCC ROLLED CURB

4''

2" R Slope per plans

4" SLOPED CURB

2" R

N P

Y, S U

T D

, I

O W

E- H

R Y.

C O

A B C D E F

D R

B Y

D B

O R

E D

D B

O O

T N

U M

Pr in te d: C502

C O

R U

O N

20 --

L C

O M

T O

T, D

, I

\P ro je ct s\

0\ De liv er ab le s\ Dr aw in gs \1

_C ivi l\C

O N

dw g

:2 7:

E3 PAVING SUBDRAIN

12"

N O

POROUS ROCK IADOT

GRADATION 29 (SEC 4131)

PCC PAVING -

REFER TO

PAVEMENT

SECTIONS

GRANULAR SUBBASE

- REFER TO PAVING

SECTIONS

4" OR 6" PERFORATED HDPE

- REFER TO UTILITY PLAN

SUBDRAIN NOTES:

MIN. DEPTH: 3.5'

MAX. DEPTH: 5.0'

TARGET DEPTH: 4.0'

MIN. SLOPE: 0.5%

INSTALL SUBDRAIN AT SLOPE NECESSARY TO

ACHIEVE DESIRED DEPTH. INSTALL INSERTA-TEE

OR APPROVED EQUAL AT PIPE CONNECTIONS.

INSTALL RISERS AT PIPE CONNECTIONS WHEN

NECESSARY TO ACHIEVE DESIRED DEPTH.

NON-WOVEN GEOTEXTILE

FILTER FABRIC

(CONTECH C-60 NW OR EQUIVALENT)

E4 PAVEMENT CROSS-SECTION

SCARIFIED AND RECOMPACTED

SUBGRADE (95% STANDARD

PROCTOR DENSITY)

EXISTING SUBGRADE OR

COMPACTED FILL (95%

STANDARD PROCTOR

DENSITY)

P.C.C.

6" PCC PAVING

EXISTING SUBGRADE OR

COMPACTED FILL (95%

STANDARD PROCTOR

DENSITY)

SCARIFIED AND

RECOMPACTED SUBGRADE

(95% STANDARD PROCTOR

DENSITY)

P.C.C.

6" PCC

SIDEWALKGRANULAR SUBBASE

12"

C4 SILT FENCE

FRONT VIEW

FABRIC

POST

WIRE

CORD

TRENCH BOTTOM

EMBEDDED 28" BELOW

STEEL POST TO BE

DETAILS OF SILT FENCE

GROUND

LINE

ENGINEERING

FABRIC

TRENCH BOTTOM

SECURE WITH WIRE.

PLACE AROUND POST,

HAVE A MINIMUM 36" WIDTH.

ENGINEERING FABRIC SHALL

PLACED TO BOTTOM OF TRENCH.

POST TOP VIEW

NOTE: TWIST CORD ANDENGINEERING FABRIC TO BE

SECURE TOP OF ENGINEERING

DETAILS OF DITCH CHECK

FABRIC TO STEEL POST.

NOTES:

POST

WIRE

CORD

GROUND LINE

12" MIN DEPTH AND 4" MIN WIDTH

TRENCH AND COMPACTED BACKFILL

FOLDED ACROSS BOTTOM OF TRENCH

FLOW

'-0

" M

ENGINEERING FABRIC TO BE

TYPICAL SECTION

FORESLOPE

ENGINEERING

FABRIC

ENGINEERING FABRIC

FLOW

SILT FENCE DITCH CHECK

TYPICAL SECTION

'-0

" M

GROUND LINE

ENGINEERING FABRIC

TO BE FOLDED ACROSS

TRENCH AND COMPACTED

BACKFILL 12" MIN DEPTH

4" MIN WIDTH

BOTTOM OF TRENCH

TRENCH BOTTOM

FOLD FABRIC TO

FIT TRENCH

NORMAL

BACKSLOPE

1' ABOVE GROUND

NORMAL FORESLOPE

2" RISE

IN FENCE

SUBGRADE SHOULD BE EXCAVATED OR OVER

EXCAVATED, IF NECESSARY, SO A UNIFORM

FOUNDATION FREE OF PROTRUDING ROCKS

MAY BE PROVIDED.

4" (MIN)

OD = OUTSIDE DIAMETER OF PIPE

TW = TRENCH WIDTH AT 12" ABOVE

TOP OF PIPE:

MIN. = OD + 18" OR 1.25 x OD + 12"

(WHICHEVER IS GREATER)

NOTE:

OR 1/4 THE DIAMETER

(WHICHEVER IS GREATER)

UNDISTURBED

SOIL

GRANULAR

CRADLE

A4 FLEXIBLE PIPE BEDDING

A4 TREE PROTECTION

PLAN

4' -0

-0

ELEVATION

1.5'xTREE

DIA. (IN)

CRITICAL ROOT ZONE (CRZ)

10' MIN

NOTE:

1. TYPICAL ALL TREES INSIDE OR DIRECTLY

ADJACENT TO WORK AREA.

2. FENCE LOCATION TO BE APPROVED BY THE

OWNER'S REPRESENTATIVE PRIOR TO

CONSTRUCTION.

3. THE SOIL WITHIN THE CRZ SHALL NOT BE

DISTURBED IN ANY MANNER DURING

CONSTRUCTION. NO EQUIPMENT, MATERIALS,

SUPPLIES, AND/OR SALVAGE SHALL BE STORED

OR PLACED WITHIN THE ZONE. NO VEHICULAR

OR EQUIPMENT TRAFFIC SHALL BE PERMITTED

WITHIN THE CRZ. NO FILLING OR CURING OF

EXISTING SOILS SHALL BE PERMITTED WITHIN

THE CRZ. THE OWNER'S REPRESENTATIVE

AND/OR LANDSCAPE SERVICES MUST APPROVE

ANY DEVIATION FROM THE STANDARD.

FENCE SHALL BE 4'-0" HIGH

ORANGE CONSTRUCTION FENCE

WITH 2X4 TOP RAIL. STEEL FENCE

POSTS AT 6'-0" OC MINIMUM.

TREE DIAMETER TO

BE MEASURED AT 4.5'

OFF THE GROUND

EXISTING TREE

CRITICAL ROOT ZONE

A2 SW-511 INTAKE

Area to be Protected

Space as specified in the contract documents.

Wattle

3'-0"

4'-0" max.

Stakes

2-4" Trench

Compact trench spoil against uphill side of wattle.

9" (nominal) dia.

or as specified.

Joint Wrap

Turn uphill.

Diagonal Bar (typ.)

#4 Bars at 12'' o.c. Each Way

Short Wall 2'-0''

SW-604 Type 6 Casting

#4 Bars at 15'' o.c. Each Way

Adjustment Rings

Slope 12" per foot

Concrete Fillet

Install four #4 diagonal bars at all pipe openings.

Cast-in-place base shown. If base is precast integral with walls, the footprint of the base is not required to extend beyond the outer edge of the walls.

12 inch minimum wall height above all pipes.

3'-0''

Long Wall 3'-0''

SW-604 Type 6 Casting

Short Wall 2'-0''

Cast-in-place Structure

18'' 30''

Pipe Location Short Wall Long Wall

Precast Structure

15'' 24''

8" min. Class I Bedding Material

C2 WATTLE

15"

A B C D E F

N P

Y, S U

T D

, I

O W

E- H

R Y.

C O

A B C D E F

1. ***

SCHEDULE NOTES:

WHERE "OR APPROVED EQUIVALENT" IS LISTED IN THE MANUFACTURER COLUMN, FIXTURES MUST BE SUBMITTED AS A SUBSTITUTION FOR APPROVAL PRIOR TO BID SUBMISSION.

LISTED LUMENS ARE DELIVERED LUMENS. PROVIDE FIXTURE WITHIN +/- 5% OF LISTED LUMENS.

LIGHTING PRODUCTS SHALL BE PROVIDED THROUGH THE AUTHORIZED LIGHTING MANUFACTURER'S REPRESENTATIVE RESIDING WITHIN PROJECT LOCATION.

SUBMITTALS SHALL BE PRODUCED AND SUBMITTED BY LOCAL AUTHORIZED LIGHTING MANUFACTURER'S REPRESENTATIVE. LETTERHEAD SHALL CONTAIN REPRESENTATIVES' CONTACT INFORMATION, PROJECT NAME, AND PROJECT LOCATION.

GENERAL NOTES:

LED DRIVER TYPES: STND = STANDARD DRIVER, DIM10 = 0-10V 10% DIMMING, DIM1 = 0-10V 1% DIMMING, DIMD = 0-10V DIM TO DARK, STEP = STEP DIMMING, NOND = NON-DIMMING, DALI = DIGITAL ADDRESSABLE LIGHTING INTERFACE, DMX = DIGITAL MULTIPLEX, LUTR = LUTRON HI-LUME, POE = POWER OVER ETHERNET, SDIM = STEP DIMMING

MOUNTING STYLES (MTG): RE-A = RECESSED (ACT), RE-G = RECESSED (GYP), RE-W = RECESSED (WALL), CL = CEILING SURFACE, PW = PERIMETER WALL, SP = SUSPENDED (AIR-CRAFT CABLE), ST = STEM, WL = WALL, WL-H = WALL HORIZONTAL, WL-V = WALL VERTICAL, UNV = UNIVERSAL, POLE = POLE, UC = UNDER CABINET, TR = TRACK, GND = GROUND

CATALOG NUMBER SHALL NOT BE CONSIDERED COMPLETE AND MATERIAL SHALL NOT BE ORDERED BY MANUFACTURER AND CATALOG NUMBER ONLY. THE DESCRIPTION AND THE SPECIFICATIONS SHALL BE COORDINATED WITH THE CATALOG NUMBER TO DETERMINE THE EXACT MATERIAL AND ACCESSORIES TO BE ORDERED. THE FIRST MANUFACTURER LISTED IS THE BASIS FOR DESIGN. ALL LAMPS/LIGHT SOURCES FOR THIS PROJECT SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR UNLESS OTHERWISE NOTED.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jun 9, 2025.