RFB927600-01 - DPS Post 12 Driveway Repairs - Drawings.pdf

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I-80 ON RAMP

INTERSTATE 80

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IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

9276.00 DPS P12 DRIVEWAY REPAIRS

SHEET

DESIGNED

SEALED

CHECKED

9276.00

JLE

WFK

DATEISSUED FORREV

JLE

CLIENT PROJ. NO.

430 E GRAND AVE, SUITE 101

DES MOINES, IOWA 50309

Phone: (515) 259-9190 Email: DesMoines@bolton-menk.com www.bolton-menk.comR

0 CONSTRUCTION 11-01-2022

A.01

TITLE SHEET

MY LICENSE RENEWAL DATE IS

PAGES OR SHEETS COVERED BY THIS SEAL:

LIC. NO. DATE:

MY LICENSE RENEWAL DATE IS

PAGES OR SHEETS COVERED BY THIS SEAL:

LIC. NO. DATE:

I OWAI OWAI OWA

LI

CE

NS

ED

PROFESS IONAL ENG

INEER

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT 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.

JUSTIN L.

ERNST

23753

JUSTIN L. ERNST, P.E.

23753

DECEMBER 31, 2023

ALL SHEETS

STOCKTON, IA

9276.00 DPS P12 DRIVEWAY REPAIRS

NOVEMBER, 2022

NOTE: EXISTING UTILITY INFORMATION SHOWN ON THIS

PLAN HAS BEEN PROVIDED BY THE UTILITY OWNER. THE

CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS PRIOR

TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE

LAW. NOTIFY IOWA ONE CALL 1-800-292-8989 OR 811

THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS

UTILITY QUALITY LEVEL D UNLESS OTHERWISE NOTED. THIS

UTILITY LEVEL WAS DETERMINED ACCORDING TO THE

GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD

GUIDELINES FOR THE COLLECTION AND DEPICTION OF

EXISTING SUBSURFACE UTILITY DATA."

MAP OF THE

DPS P12

SCOTT COUNTY, IA

IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

CONSTRUCTION PLANS FOR

THE 2022 EDITION OF THE "IOWA STATEWIDE URBAN

SPECIFICATIONS FOR PUBLIC IMPROVEMENTS".

MUTCD 2009 AS ADOPTED BY IOWA DEPARTMENT OF

TRANSPORTATION.

ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND

ORDINANCES WILL BE COMPLIED WITHIN THE CONSTRUCTION

OF THIS PROJECT.

GOVERNING SPECIFICATIONS

SCOTT COUNTY, IA

PROJECT LOCATION

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INTERSTATE 80

EXIT 280

EXIT 280

SHEET INDEX

SHEET NUMBER DESCRIPTION REVISION DATE ISSUED

A.01 TITLE SHEET 0 11-01-2022

A.02 LEGEND 0 11-01-2022

B.01 DETAILS 0 11-01-2022

B.02 DETAILS 0 11-01-2022

C.01 GENERAL NOTES 0 11-01-2022

C.02 QUANTITIES & ESTIMATE REFERENCE NOTES 0 11-01-2022

D.01 DRIVEWAY & PARKING LOT PLAN 0 11-01-2022

F.01 EXISITNG CONDITIONS & REMOVALS PLAN 0 11-01-2022

G.01 REFERENCE TIES AND BENCHMARKS 0 11-01-2022

J.01 STAGING PLAN 0 11-01-2022

L.01 JOINTING PLAN 0 11-01-2022

L.02 JOINTING PLAN 0 11-01-2022

L.03 JOINTING PLAN 0 11-01-2022

L.04 JOINTING PLAN 0 11-01-2022

N.01 PAVEMENT MARKINGS (ALT A) 0 11-01-2022

R.01 EROSION CONTROL PLAN 0 11-01-2022

S.01 ADA COMPLIANCE 0 11-01-2022

11-01-2022

EXISTING TOPOGRAPHIC SYMBOLS

PCC SIDEWALK

GRAVEL

HATCH PATTERNS

GRADING INFORMATION

1:4

PCC PAVEMENT

F F F F

E E E E

G G G GXXXXXX

EXISTING PRIVATE UTILITY LINES

STORM SEWER RECTANGULAR CASTING

STORM SEWER CIRCULAR CASTING

STORM SEWER FLARED END / APRON

CURB BOX

FIRE HYDRANT

MANHOLE

WATER REDUCER

WATER BEND

PROPOSED TOPOGRAPHIC SYMBOLS

CLEANOUT

LIFT STATION

RIP RAP

OE OE OE OE

C C C C

DRAINAGE FLOW

BENCH

BUSH

CATCH BASIN CIRCULAR CASTING

CURB STOP

CATCH BASIN RECTANGULAR CASTING

SIGNAL CONTROL CABINET

CLEAN OUT

DRINKING FOUNTAIN

FLARED END / APRON

FLAG POLE

FUEL PUMP

GRILL

HANDICAP SPACE

HANDHOLE

FIRE HYDRANT

MAILBOX

MANHOLE-HEAT

MANHOLE-ELECTRIC

MANHOLE-GAS

MANHOLE-SANITARY SEWER

MANHOLE-STORM SEWER

MANHOLE-COMMUNICATION

MANHOLE-UTILITY

PEDESTRIAN PUSH BUTTON

PEDESTAL-ELECTRIC

PEDESTAL-COMMUNICATION

VALVE POST INDICATOR

PARKING METER

LIGHT ON POLE

POLE-UTILITY

POST

PICNIC TABLE

RAILROAD SIGNAL POLE

REGULATION STATION GAS

TREE-DECIDUOUS

SATELLITE DISH

SIGN TRAFFIC

WATER SPIGOT

IRRIGATION SPRINKLER HEAD

IRRIGATION VALVE BOX

TREE STUMP

TELEPHONE BOOTH

TRANSFORMER-ELECTRIC

TREE-DEAD

TRASH CAN

TRAFFIC SIGNAL

VALVE

WETLAND

WELL

TREE-CONIFEROUS

GUY WIRE ANCHOR

LIFT STATION

LIFT STATION CONTROL PANEL

MANHOLE-WATER

BASKETBALL POST

CULVERT END

SOIL BORING

ABBREVIATIONS

A ALGEBRAIC DIFFERENCE

ADJ ADJUST

ALT ALTERNATE

B-B BACK TO BACK

BIT BITUMINOUS

BLDG BUILDING

BMP BEST MANAGEMENT PRACTICE

BR BEGIN RADIUS

BV BUTTERFLY VALVE

CB CATCH BASIN

C&G CURB AND GUTTER

CIP CAST IRON PIPE

CIPP CURED-IN-PLACE PIPE

CL CENTER LINE

CL. CLASS

CLVT CULVERT

CMP CORRUGATED METAL PIPE

C.O. CHANGE ORDER

COMM COMMUNICATION

CON CONCRETE

CSP CORRUGATED STEEL PIPE

DIA DIAMETER

DIP DUCTILE IRON PIPE

DWY DRIVEWAY

E EXTERNAL CURVE DISTANCE

ELEC ELECTRIC

ELEV ELEVATION

EOF EMERGENCY OVERFLOW

ER END RADIUS

ESMT EASEMENT

EX EXISTING

FES FLARED END SECTION

F-F FACE TO FACE

FF FINISHED FLOOR

F&I FURNISH AND INSTALL

FM FORCEMAIN

FO FIBER OPTIC

F.O. FIELD ORDER

GRAN GRANULAR

GRAV GRAVEL

GU GUTTER

GV GATE VALVE

HDPE HIGH DENSITY POLYETHYLENE

HH HANDHOLE

HP HIGH POINT

HWL HIGH WATER LEVEL

HYD HYDRANT

I INVERT

K CURVE COEFFICIENT

L LENGTH

LO LOWEST OPENING

LP LOW POINT

LT LEFT

MAX MAXIMUM

MH MANHOLE

MIN MINIMUM

MR MID RADIUS

NIC NOT IN CONTRACT

NMC NON-METALLIC CONDUIT

NTS NOT TO SCALE

NWL NORMAL WATER LEVEL

OHW ORDINARY HIGH WATER LEVEL

PC POINT OF CURVE

PCC POINT OF COMPOUND CURVE

PE PERMANENT EASEMENT

PED PEDESTRIAN, PEDESTAL

PERF PERFORATED PIPE

PERM PERMANENT

PI POINT OF INTERSECTION

PL PROPERTY LINE

PRC POINT OF REVERSE CURVE

PT POINT OF TANGENT

PVC POLYVINYL CHLORIDE PIPE

PVMT PAVEMENT

R RADIUS

R/W RIGHT-OF-WAY

RCP REINFORCED CONCRETE PIPE

RET RETAINING

RSC RIGID STEEL CONDUIT

RT RIGHT

SAN SANITARY SEWER

SCH SCHEDULE

SERV SERVICE

SHLD SHOULDER

STA STATION

STD STANDARD

STM STORM SEWER

TC TOP OF CURB

TE TEMPORARY EASEMENT

TEMP TEMPORARY

TNH TOP NUT HYDRANT

TP TOP OF PIPE

TYP TYPICAL

VCP VITRIFIED CLAY PIPE

VERT VERTICAL

VPC VERTICAL POINT OF CURVE

VPI VERTICAL POINT OF INTERSECTION

VPT VERTICAL POINT OF TANGENT

WM WATERMAIN

AC ACRES

CF CUBIC FEET

CV COMPACTED VOLUME

CY CUBIC YARD

EA EACH

EV EXCAVATED VOLUME

LB POUND

LF LINEAR FEET

LS LUMP SUM

LV LOOSE VOLUME

SF SQUARE FEET

SV STOCKPILE VOLUME

SY SQUARE YARD

UNDERGROUND FIBER OPTIC

UNDERGROUND ELECTRIC

UNDERGROUND GAS

UNDERGROUND COMMUNICATION

OVERHEAD ELECTRIC

OVERHEAD COMMUNICATION

OVERHEAD UTILITY

953.53

EXISTING CONTOUR MINOR

EXISTING CONTOUR MAJOR

PROPOSED CONTOUR MINOR

PROPOSED CONTOUR MAJOR

PROPOSED GRADING LIMITS / SLOPE LIMITS

PROJECT LIMITS

PROPOSED SPOT ELEVATION

RISE:RUN (SLOPE)

OC OC OC OC

OU OU OU OU

H

CP

E

WS

CO

L

G

E

S

D

U

W

TRASH

C

H

STORM SEWER OUTLET STRUCTURE

STORM SEWER OVERFLOW STRUCTURE

STA:5+67.19

980.87

C

TRAFFIC ARM BARRIER

VENT PIPEV

TILE INLET

TILE RISER

SIREN

ORDER MICROPHONE

METERM

ACCESS GRATE

FILL PIPEF

DOWN SPOUT

BIRD FEEDERB

ANTENNA

AIR CONDITION UNITAC

NOTE:

EXISTING UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEEN PROVIDED BY THE UTILITY OWNER. THE CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS PRIOR TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW. NOTIFY GOPHER STATE ONE CALL, 1-800-252-1166 OR 651-454-0002.

THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D UNLESS OTHERWISE NOTED. THIS UTILITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF

EXISTING SUBSURFACE UTILITY DATA"

UTILITIES IDENTIFIED WITH A QUALITY LEVEL :

LINE TYPES FOLLOW THE FORMAT: UTILITY TYPE - QUALITY LEVEL

EXAMPLE: UNDERGROUND GAS, QUALITY LEVEL A

UTILITY QUALITY LEVEL (A,B,C,D) DEFINITIONS CAN BE FOUND IN CI/ASCE 38-02.

UTILITY QUALITY LEVELS:

QUALITY LEVEL D: PROVIDES THE MOST BASIC LEVEL OF INFORMATION. IT INVOLVES COLLECTING DATA FROM EXISTING UTILITY RECORDS.

RECORDS MAY INCLUDE AS-BUILT DRAWINGS, DISTRIBUTION AND SERVICES MAPS, EXISTING GEOGRAPHIC INFORMATION SYSTEM DATABASES, CONSTRUCTION PLANS, ETC.

QUALITY LEVEL C: INVOLVES SURVEYING VISIBLE SUBSURFACE UTILITY STRUCTURES SUCH AS MANHOLES, HAND-HOLES, UTILITY VALVES AND METERS, FIRE HYDRANTS, PEDESTALS AND UTILITY MARKERS, AND THEN CORRELATING THE INFORMATION WITH EXISTING UTILITY RECORDS TO

CREATE COMPOSITE DRAWINGS. INCLUDES QUALITY LEVEL D ACTIVITIES.

QUALITY LEVEL B: INVOLVES DESIGNATING THE HORIZONTAL POSITION OF SUBSURFACE UTILITIES THROUGH SURFACE DETECTION METHODS AND COLLECTING THE INFORMATION THROUGH A SURVEY METHOD. INCLUDES QUALITY LEVEL C AND D TASKS.

QUALITY LEVEL A: PROVIDES THE HIGHEST LEVEL OF ACCURACY. IT INVOLVES LOCATING OR POTHOLING UTILITIES AS WELL AS ACTIVITIES IN QUALITY LEVELS B, C, AND D. THE LOCATED FACILITY INFORMATION IS SURVEYED AND MAPPED AND THE DATA PROVIDES PRECISE PLAN AND

PROFILE INFORMATION.

G-A G-A

G

UTILITY MARKER

VALVE VAULT

WW WET WELL

YARD HYDRANTY

BARRICADE PERMANENT

TILE OUTLET

l l l l l l l l l l l l l l l l l l

EXISTING UTILITY LINES

l l l l l l l l l l l l l l l l l l l l l l l l l l l l

PROPOSED UTILITY LINES

SURVEY SYMBOLS

BENCHMARK LOCATION

MONUMENT FOUND

CAST IRON MONUMENT

CONTROL POINT

TILE

P

SURVEY LINES

o o o

PAVEMENT MARKING

AUTO SPRINKLER CONNECTION

U

WETLAND DELINEATED MARKER

CONTROLLED ACCESS

BOUNDARY

CENTERLINE

EXISTING EASEMENT LINE

PROPOSED EASEMENT LINE

EXISTING LOT LINE

PROPOSED LOT LINE

EXISTING RIGHT-OF-WAY

PROPOSED RIGHT-OF-WAY

SETBACK LINE

SECTION LINE

BUSH LINE

TREE LINE

GUARD RAIL

FENCE-DECORATIVE

FENCE

RETAINING WALL

WATER SERVICE

WATERMAIN

STORM SEWER DRAIN TILE

STORM SEWER

SANITARY SERVICE

SANITARY SEWER

FORCEMAIN

PIPE CASING

WATER SERVICE

WATERMAIN

STORM SEWER DRAIN TILE

STORM SEWER

SANITARY SERVICE

SANITARY SEWER

FORCEMAIN

WATER TEE

WATER CROSS

WATER SLEEVE

WATER CAP / PLUG

WATER VALVE

EXISTING TOPOGRAPHIC LINES

QUARTER LINE

SIXTEENTH LINE

TRAFFIC SIGNS

BOLLARDB

TEMPORARY EASEMENT

CLVT

LIGHT-GROUND

POLE-BRACE

SIGN NON TRAFFIC

STONE MONUMENT

VAULTV

TRENCHLESS PIPE (PLAN VIEW)

TRENCHLESS PIPE (PROFILE VIEW)

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IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

9276.00 DPS P12 DRIVEWAY REPAIRS

SHEET

DESIGNED

SEALED

CHECKED

9276.00

JLE

WFK

DATEISSUED FORREV

JLE

CLIENT PROJ. NO.

430 E GRAND AVE, SUITE 101

DES MOINES, IOWA 50309

Phone: (515) 259-9190 Email: DesMoines@bolton-menk.com www.bolton-menk.comR

0 CONSTRUCTION 11-01-2022

A.02

LEGEND

T

See Detail A or B

'C'

CONTRACTION JOINT

4'' ± 1

16'' Saw CutJoint Sealant Material 4'' ± 18''

Saw Cut

A

A

Crack or Joint Line

8'' to 5

16'' Saw CutJoint Sealant Material 4'' ± 18''

1 14'' ± 14''

Crack or Joint Line

A

A

DETAIL B

(Saw cut formed by approved early concrete sawing equipment.)

DETAIL A

(Saw cut formed by conventional concrete sawing equipment.)

T

30'' Long #4 Tie Bar at 12'' Centers

743'DW'

DAY'S WORK JOINT(Non-working)

T

T < 8'' 36'' Long at 30'' Centers

Joint Bars 'L-1' #4

Bar Length and Spacing

'L'

CONTRACTION JOINT

Pavement Edge

T

Hole Diameter 18'' Larger than Dowel

4 5

9'' min.9'' min.

'RD'

ABUTTING PAVEMENT JOINT

18'' Long #6 Dowel at 12'' Centers

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

Place bars within the limits shown under dowel assemblies.

Edge with 1/8 inch tool for length of joint. For HT joint, remove header block and board when second slab is placed.

'RT' joint may be used in lieu of 'DW' joint at the end of the days work. Remove any pavement damaged due to the drilling at no additional cost to the Contracting Authority.

SIDEWALK

ROADWAY PAVEMENT

12" 18"

Joint Sealant Material

Target cross slope of 1.5% with a maximum cross slope of 2.0%

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A M

IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

9276.00 DPS P12 DRIVEWAY REPAIRS

SHEET

DESIGNED

SEALED

CHECKED

9276.00

JLE

WFK

DATEISSUED FORREV

JLE

CLIENT PROJ. NO.

430 E GRAND AVE, SUITE 101

DES MOINES, IOWA 50309

Phone: (515) 259-9190 Email: DesMoines@bolton-menk.com www.bolton-menk.comR

0 CONSTRUCTION 11-01-2022

B.01

DETAILS

TYPICAL PARKING LOT SECTION

NOT TO SCALEALL SHEETS

7" PCC PAVEMENT

12" MODIFIED SUBBASE

C JOINT DETAIL

NOT TO SCALEALL SHEETS

DW JOINT DETAIL

NOT TO SCALEALL SHEETS

5 L-1 JOINT DETAIL

NOT TO SCALEALL SHEETS

SUBGRADE TREATMENT

RD JOINT DETAIL

NOT TO SCALEALL SHEETS

CURB DETAILS

NOT TO SCALEALL SHEETS

3TYPICAL SIDEWALK SECTION

NOT TO SCALEALL SHEETS

5" PCC PAVEMENT

6" MODIFIED SUBBASE

TYPICAL SECTION - CURB RAMP

SLOPE VARIES

1.5% (TARGET)

2% (MAX.)

PAVEMENT

12"

(LENGTH VARIES) (IF REQUIRED)

6.25% (TARGET)

8.3% (MAX.)

2' MIN.

DETECTABLE WARNING

6" MIN.

TURNING SPACE

SEE DETAIL 9

CURB RAMP

STANDARD SIDEWALK

5% MAX.

CROSS SLOPE

(4'-0"x4'-0" MIN.)

2" EXPANSION JOINT OR

BT-3 JOINT AS DETERMINED

BY ENGINEER

WHEN A KT OR BT JOINT IS

INSTALLED AT THE BACK OF CURB,

PROVIDE 12" EXPANSION JOINT AT

FRONT OR BACK OF THE TURNING SPACE.

PROVIDE 12"EXPANSION JOINT AT LIGHT

POLE BASES AND OTHER PEDESTALS.

4" MIN.

6" MIN.

18"

PARALLEL CURB RAMPTURNING SPACEPERPENDICULAR CURB RAMP

TYPICAL SIDEWALK RAMP DETAIL

NOT TO SCALEALL SHEETS

1/ 2"

DROP CURB REPLACEMENT DETAIL

NOT TO SCALEALL SHEETS

2'MATCH

EXISTING

THICKNESS

EXISTING PAVEMENT

18" 18"

1/2" EXPANSION & SEAL

THICKENED EDGE PAVEMENT

NOT TO SCALEALL SHEETS

12"

#4 BAR

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A M

IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

9276.00 DPS P12 DRIVEWAY REPAIRS

SHEET

DESIGNED

SEALED

CHECKED

9276.00

JLE

WFK

DATEISSUED FORREV

JLE

CLIENT PROJ. NO.

430 E GRAND AVE, SUITE 101

DES MOINES, IOWA 50309

Phone: (515) 259-9190 Email: DesMoines@bolton-menk.com www.bolton-menk.comR

0 CONSTRUCTION 11-01-2022

B.02

DETAILS

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:4

PM

IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

9276.00 DPS P12 DRIVEWAY REPAIRS

SHEET

DESIGNED

SEALED

CHECKED

9276.00

JLE

WFK

DATEISSUED FORREV

JLE

CLIENT PROJ. NO.

430 E GRAND AVE, SUITE 101

DES MOINES, IOWA 50309

Phone: (515) 259-9190 Email: DesMoines@bolton-menk.com www.bolton-menk.comR

0 CONSTRUCTION 11-01-2022

C.01

GENERAL NOTES

GENERAL NOTES

STANDARD CONSTRUCTION NOTES:

1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH 2022 EDITION OF THE IOWA STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS) AND SHALL COMPLY

WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND ORDINANCES. THE CONTRACTOR SHALL HAVE A COMPLETE SET OF THE CURRENT SUDAS STANDARD

SPECIFICATIONS ON SITE DURING ALL CONSTRUCTION ACTIVITIES.

2. THE PROJECT INVOLVES HEAVY CONTACT WITH THE PUBLIC. THE CONTRACTOR IS ENCOURAGED TO PERFORM OPERATIONS AS PROFESSIONALLY AS POSSIBLE TO

MINIMIZE CONFLICTS WITH THE PUBLIC.

3. ANY DEFECTIVE WORK CONDEMNED BY THE ENGINEER SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE IN ACCORDANCE WITH SECTION 1050,

1.08 'REMOVAL OF DEFECTIVE WORK' OF THE STANDARDS SPECIFICATIONS. FAILURE TO REMOVE DEFECTIVE WORK MAY RESULT IN SUSPENSION OF OPERATIONS AND/OR WITHHOLDING OF PAYMENTS UNTIL DEFECTIVE WORK HAS BEEN REMOVED AND REPLACED.

4. THE CONTRACTOR SHALL PRESERVE ALL SURVEY CONTROL, LINE AND GRADE STAKES IN ACCORDANCE WITH SECTION 1050, 1.10 'LINE AND GRADE STAKES' OF THE

STANDARD SPECIFICATIONS.

5. PRIOR TO MOBILIZING OFF OF THE JOB SITE, THE CONTRACTOR SHALL NOTIFY THE ENGINEER TO REQUEST A FINAL INSPECTION IN ACCORDANCE WITH SECTION

1050, 'FINAL INSPECTION AND ACCEPTANCE' OF THE STANDARD SPECIFICATIONS.

6. THE CONTRACTOR SHALL PROCURE ALL NECESSARY PERMITS AND LICENSES IN ACCORDANCE WITH SECTION 1070, 1.03 'PERMITS AND LICENSES' OF THE STANDARD

SPECIFICATIONS.

7. THE CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY AND COMPLYING WITH ALL CURRENT AND FUTURE FEDERAL AND STATE OSHA REQUIREMENTS IN ACCORDANCE

WITH SECTION 1070, 'CONVENIENCE AND SAFETY' OF THE STANDARD SPECIFICATIONS.

8. WORK SHALL BE COMPLETED IN THE LIMITS OF CONSTRUCTION IN ACCORDANCE WITH SECTION 1070, 2.04 'PROJECT AREA FOR THE WORK' OF THE STANDARD

SPECIFICATIONS.

9. THE CONTRACTOR IS CAUTIONED NEITHER TO OBSTRUCT, NOR REMOVE ANY EXISTING PAVEMENT, NOR TO DISTURB THE EXISTING TRAFFIC PATTERNS MORE THAN IT IS NECESSARY FOR PROPER EXECUTION OF THE WORK. THE ENGINEER MAY LIMIT THE CONTRACTOR'S OPERATIONS IN ACCORDANCE WITH THE SPECIFICATIONS.

10. IN ACCORDANCE WITH SECTION 1070, 'PROTECTION OF PROPERTY' OF THE STANDARD SPECIFICATIONS, THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ADEQUATE PROTECTION OF ALL ITS WORK FROM DAMAGE AND SHALL PROTECT THE JURISDICTION'S PROPERTY AND ADJACENT PRIVATE PROPERTY FROM INJURY OR LOSS ARISING IN CONNECTION WITH THE WORK. THE CONTRACTOR SHALL REPAIR OR RESTORE ANY SUCH DAMAGE, INJURY, OR LOSS TO JURISDICTION PROPERTY OR ADJACENT PROPERTY. THE CONTRACTOR SHALL PROTECT TREES AND OTHER PROPERTY NOT MARKED FOR REMOVAL. THE CONTRACTOR SHALL SALVAGE ANY LANDSCAPING WITHIN THE RIGHT OF WAY UPON REQUEST BY THE ADJACENT PROPERTY OWNERS.

11. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SITE CLEANLINESS. UPON REQUEST BY THE ENGINEER, THE CONTRACTOR SHALL, AT ITS EXPENSE, CLEANUP AND REMOVE ALL REFUSE AND UNUSED MATERIALS OF ANY KIND RESULTING FROM THE WORK INCLUDING CLEANING AND SWEEPING OF ADJACENT STREETS.

UPON FAILURE DO SO WITHIN THREE WORKING DAYS AFTER SUCH REQUEST BY THE ENGINEER, THE WORK MAY BE DONE BY THE JURISDICTION AND THE COST THEREOF CHARGED TO THE CONTRACTOR AND DEDUCTED FROM ITS FINAL PAYMENT IN ACCORDANCE WITH SECTION 1070, 'FINISHING AND CLEANUP

REQUIREMENTS' OF THE STANDARD SPECIFICATIONS.

12. EQUIPMENT MAINTENANCE AREAS MUST BE LIMITED TO A DEFINED AREA OF THE SITE. ALL RUNOFF CONTAINING ANY HAZARDOUS MATERIALS MUST BE PROPERLY

COLLECTED AND DISPOSED OF. NO ENGINE DEGREASING SHALL BE ALLOWED ON SITE.

13. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE REQUIREMENTS INCLUDED IN THE SPECIFICATIONS IN REGARD TO POSITIVE DUST CONTROL DURING ALL

OPERATIONS TO INCLUDE REMOVAL, CLEANUP, ETC.

14. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL A PROGRESS SCHEDULE THAT WILL ENSURE THE COMPLETION OF THE PROJECT WITHIN THE TIME SPECIFIED. IF IT APPEARS THE RATE OF PROGRESS IS SUCH THAT THE CONTRACT WILL NOT BE COMPLETED WITHIN THE TIME ALLOWED, OF IF THE WORK IS NOT BEING EXECUTED IN A SATISFACTORY AND WORKMANLIKE MANNER, THE ENGINEER MAY ORDER THE CONTRACTOR TO TAKE SUCH STEPS AS NECESSARY TO COMPLETE THE WORK AS SPECIFIED IN THE CONTRACT IN ACCORDANCE WITH SECTION 1080, 'WORK PROGRESS AND SCHEDULE' OF THE STANDARD

SPECIFICATIONS.

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 SHALL BE ALLOWED FOR THE COMPLETION OF THIS WORK.

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

17. ALL SLOPES IN PAVEMENT SHALL BE UNIFORM TO AVOID PONDING. ANY PONDING ON NEW PAVEMENT OR ADJACENT SURFACES WILL BE CONSIDERED

UNACCEPTABLE AND SHALL BE REPLACED. IT IS THE CONTRACTORS RESPONSIBILITY TO IDENTIFY AREAS OF POTENTIAL PONDING EVEN IF GRADES ARE SHOWN ON

THE DRAWINGS.

UTILITY COORDINATION NOTES:

1. THE LOCATION OF ALL AERIAL AND UNDERGROUND UTILITIES MAY NOT BE INDICATED ON THESE PLANS. WORK SHALL BE COMPLETED IN ACCORDANCE WITH

SECTION 1070, 2.07 'PROTECTION OF ABOVEGROUND AND UNDERGROUND FACILITIES' OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL NOTIFY THE

ENGINEER IMMEDIATELY OF ANY DAMAGE TO EXISTING UTILITIES.

2. IF A CONFLICT IS DISCOVERED BY THE CONTRACTOR, NOTIFY THE ENGINEER IMMEDIATELY AND COORDINATE WITH OWNER OF UTILITY TO RESOLVE CONFLICT.

3. THE LOCATIONS OF UTILITY MAINS, STRUCTURES, AND SERVICE CONNECTIONS PLOTTED IN THIS DRAWING ARE APPROXIMATE ONLY AND WERE OBTAINED FROM

RECORDS MADE AVAILABLE TO BOLTON & MENK. VERIFICATION OF EXISTENCE OF, AND THE DETERMINATION OF THE EXACT LOCATION OFF SHALL BE THE

RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR(S).

PROJECT NOTES:

1. CONTRACTOR SHALL PROPERLY SECURE PROJECT SITE AT THE END OF EACH DAY.

2. IN ORDER TO AVOID ANY UNNECESSARY SURFACE BREAKS OR PREMATURE SPALLING, THE CONTRACTOR IS CAUTIONED TO EXERCISE EXTREME CARE WHEN

PERFORMING ANY OF THE NECESSARY SAW CUTTING OPERATIONS FOR THE PROPOSED PAVEMENT REMOVAL. ADJACENT PAVEMENT THAT IS CHIPPED OR DAMAGED DUE TO SAW OPERATIONS SHALL BE REPLACED AT THE CONTRACTOR'S COST IN ACCORDANCE WITH THE PROJECT SPECIFICATION DETAILS FOR STREET EXCAVATION AND PAVEMENT REPLACEMENT. ALL SAW CUTS ADJACENT TO EXISTING PAVEMENT AND CURBS SHALL BE FULL DEPTH.

3. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NOT TO DAMAGE ADJACENT PAVEMENT, SIDEWALKS, DRIVES, MEDIANS, CURBS, STRUCTURES AND OTHER AREAS NOT DESIGNATED AS PART OF THE PATCHING WORK AREA. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO AREAS NOT DESIGNATED AS PART OF THE PATCHING

WORK AT NO COST TO THE OWNER.

TRAFFIC CONTROL NOTES:

1. THE CONTRACTOR SHALL DEVELOP A TRAFFIC CONTROL PLAN IN ACCORDANCE WITH SECTION 1070, 2.06 'TRAFFIC CONTROL' OF THE STANDARD SPECIFICATIONS.

ANY TRAFFIC CONTROL DEVICES OR SAFETY EQUIPMENT NEEDED TO CONSTRUCT THE PROJECT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION PHASING AND TRAFFIC CONTROL PLAN WITH PLANNED DETOURS, IF APPLICABLE, TO THE ENGINEER FOR APPROVAL

BEFORE THE START OF ANY CONSTRUCTION ACTIVITIES.

2. ALL TRAFFIC CONTROL PLANS MUST BE REVIEWED AND APPROVED BY THE ENGINEER. COORDINATE WITH THE ENGINEER PRIOR TO PLACEMENT OF TRAFFIC

CONTROL DEVICES AND SIGNS FOR EACH STAGE OF THE PROJECT.

3. ALL TRAFFIC CONTROL DEVICES SHALL BE FURNISHED, ERECTED, MAINTAINED, AND REMOVED BY THE CONTRACTOR.

4. THE PROPOSED SIGNAGE MAY BE MODIFIED TO MEET FIELD CONDITIONS, PREVENT OBSTRUCTIONS AND TO ACCOMMODATE CONSTRUCTION SCHEDULING UPON

APPROVAL OF THE PROJECT ENGINEER

5. SIGNAGE MAINTENANCE SHALL BE CONSIDERED INCIDENTAL TO TRAFFIC CONTROL AND REQUIRED AS DIRECTED BY THE ENGINEER.

6. ALL CONSTRUCTION SIGNS SHALL BE DIAMOND GRADE FLUORESCENT ORANGE OR WHITE V.I.P. SHEETING OR EQUIVALENT. (IOWA DOT TYPE VII SHEETING).

7. AT THE TIME OF INITIAL SETUP OR AT THE TIME OF MAJOR STAGE CHANGES, 100 PERCENT OF EACH TYPE OF DEVICE (SIGNS, CONES, TUBULAR MARKERS, DRUMS, BARRICADES, VERTICAL PANELS, CHANGEABLE MESSAGE SIGNS, AND PAVEMENT MARKINGS) SHALL BE CLASSIFIED AS ACCEPTABLE BY THE REQUIREMENT OF THE AMERICAN TRAFFIC SAFETY SERVICES ASSOCIATION (ATSSA), "QUALITY STANDARD FOR WORK ZONE TRAFFIC CONTROL DEVICES 1992." THROUGHOUT THE DURATION OF THE PROJECT, UNACCEPTABLE DEVICES OR SITUATIONS THAT ARE FOUND ON THE JOBSITE AS DETERMINED BY BEFORE MENTIONED PUBLICATION SHALL BE REPLACED OR THE SITUATION CORRECTED WITHIN 12 HOURS OF INITIAL NOTIFICATIONS BY THE ENGINEER.

8. THE LOCATION FOR STORAGE OF EQUIPMENT BY THE CONTRACTOR DURING NONWORKING HOURS SHALL BE AS APPROVED BY THE ENGINEER AND OWNER. THE

CONTRACTOR SHALL PROVIDE A WRITTEN AGREEMENT WITH THE PROPERTY OWNER.

9. CONTRACTOR TO COORDINATE TRAFFIC CONTROL AND LANE CLOSURES WITH SCOTT COUNTY AND ACQUIRE ALL PERMITS.

B ol to n

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PM

IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

9276.00 DPS P12 DRIVEWAY REPAIRS

SHEET

DESIGNED

SEALED

CHECKED

9276.00

JLE

WFK

DATEISSUED FORREV

JLE

CLIENT PROJ. NO.

430 E GRAND AVE, SUITE 101

DES MOINES, IOWA 50309

Phone: (515) 259-9190 Email: DesMoines@bolton-menk.com www.bolton-menk.comR

0 CONSTRUCTION 11-01-2022

C.02

QUANTITIES & ESTIMATE REFERENCE NOTES

ESTIMATED PROJECT QUANTITIES - BASE BID

ITEM NO. ITEM CODE ITEM UNIT QUANTITY

TOTAL EST.

QUANT.

AS BUILT

QUANT.

1 2010-D-3 TOPSOIL, OFF-SITE CY 100 100

2 2010-E EXCAVATION, CLASS 10 CY 960 960

3 2010-I SUBGRADE TREATMENT SY 2870 2870

4 2010-J SUBBASE, MODIFIED, 12 IN. SY 2870 2870

5 7010-A PAVEMENT, PCC, 7 IN. SY 2425 2425

6 7040-H PAVEMENT REMOVAL SY 2725 2725

7 8030-A TEMPORARY TRAFFIC CONTROL LS 1 1

8 9010-B HYDRAULIC SEEDING, SEEDING, FERTILIZING, AND MULCHING AC 0.2 0.2

9 9040-D-1 FILTER SOCK, 9 IN. LF 700 700

10 9040-O-1 STABILIZED CONSTRUCTION ENTRANCE SY 100 100

11 11010-A CONSTRUCTION SURVEY LS 1 1

12 11020-A MOBILIZATION LS 1 1

13 11050-A CONCRETE WASHOUT LS 1 1

ESTIMATED PROJECT QUANTITIES (ALTERNATE A)

ITEM NO. ITEM CODE ITEM UNIT QUANTITY

TOTAL EST.

QUANT.

AS BUILT

QUANT.

A1 2010-D-3 TOPSOIL, OFF-SITE CY 25 25

A2 2010-E EXCAVATION, CLASS 10 CY 220 220

A3 2010-I SUBGRADE TREATMENT SY 655 655

A4 2010-J SUBBASE, MODIFIED, 12 IN. SY 655 655

A5 7010-A PAVEMENT, PCC, 7 IN. SY 595 595

A6 7030-A REMOVAL OF SIDEWALK SY 25 25

A7 7030-E SIDEWALK, PCC, 5 IN. SY 26 26

A8 7040-H PAVEMENT REMOVAL SY 610 610

A9 8020-B PAINTED PAVEMENT MARKINGS, SOLVENT/WATERBORNE STA 4 4

A10 8020-G PAINTED SYMBOLS AND LEGENDS EA 2 2

A11 9010-B HYDRAULIC SEEDING, SEEDING, FERTILIZING, AND MULCHING AC 0.05 0.05

A12 9040-D-1 FILTER SOCK, 9 IN. LF 200 200

A13 11010-A CONSTRUCTION SURVEY LS 1 1

A14 11020-A MOBILIZATION - ALTERNATE A LS 1 1

A15 11050-A CONCRETE WASHOUT LS 1 1

ESTIMATE REFERENCE INFORMATION

ITEM NO. ITEM

CODE DESCRIPTION

1 2010-D-3 TOPSOIL, OFF-SITE

2 2010-E EXCAVATION, CLASS 10

3 2010-I SUBGRADE TREATMENT

CONTRACTOR TO DETERMINE THE SUBGRADE TREATMENT PER AVAILABILITY OF THE FOLLOWING: CEMENT, FLY ASH OR LIME. CONTRACTOR SHALL DETERMINE. CONTRACTOR TO DETERMINE DOSAGE RATES DURING THE TIME OF CONSTRUCTION TO ADJUST FOR CURRENT SOIL MOISTURE CONTENTS AND THE CHEMICAL CHOSEN FOR STABILIZATION. DOSAGE RATES TO BE DETERMINE BY GEOTECHNICAL ENGINEER AND REPORT TO BE SUBMITTED

TO OWNER FOR APPROVAL.

4 2010-J SUBBASE, MODIFIED, 12 IN.

ITEM SHALL INCLUDE, BUT IS NOT LIMITED TO, FURNISHING, PLACING, COMPACTING, WATERING, AND TRIMMING TO THE PROPER GRADE. EXISTING PAVEMENT COULD BE CRUSHED INTO A MODIFIED SUBBASE

GRADATION. TESTING RESULTS WILL BE REQUIRED.

5 7010-A PAVEMENT, PCC, 7 IN.

MIX SHALL BE C-4, 4000 PSI MIX. NO SLAG IS ALLOWED. NO ADDITIONAL PAYMENT WILL BE MADE FOR COLD

WEATHER PAVING.

6 7040-H PAVEMENT REMOVAL

PAYMENT SHALL BE MADE FOR THE AREA OF PAVEMENT REMOVED REGARDLESS OF THICKNESS.

7 8030-A TEMPORARY TRAFFIC CONTROL

CONTRACTOR TO COORDINATE TRAFFIC CONTROL WITH COUNTY AND OWNER.

8 9010-B HYDRAULIC SEEDING, SEEDING, FERTILIZING, AND MULCHING

THIS ITEM SHALL BE USED FOR ALL DISTURBED AREAS. SEED MIX SHALL BE SUDAS TYPE 6 SEED MIXTURE. NO ADDITIONAL PAYMENT WILL BE MADE FOR RESEEDING UNESTABLISHED AREAS. INCLUDES WATERING PER SUDAS

REQUIREMENTS.

9 9040-D-1 FILTER SOCK, 9 IN.

INCLUDES MAINTENANCE AND REMOVAL.

10 9040-O-1 STABILIZED CONSTRUCTION ENTRANCE

11 11010-A CONSTRUCTION SURVEY

12 11020-A MOBILIZATION

13 11050-A CONCRETE WASHOUT

PROVIDING CONCRETE WASH WATER CONTAINMENT, COLLECTION, AND DISPOSAL.

ESTIMATE REFERENCE INFORMATION (ALTERNATE A)

ITEM NO. ITEM

CODE DESCRIPTION

A1 2010-D-3 TOPSOIL, OFF-SITE

A2 2010-E EXCAVATION, CLASS 10

A3 2010-I SUBGRADE TREATMENT

CONTRACTOR TO DETERMINE THE SUBGRADE TREATMENT PER AVAILABILITY OF THE FOLLOWING: CEMENT, FLY ASH OR LIME. CONTRACTOR SHALL DETERMINE. CONTRACTOR TO DETERMINE DOSAGE RATES DURING THE TIME OF CONSTRUCTION TO ADJUST FOR CURRENT SOIL MOISTURE CONTENTS AND THE CHEMICAL CHOSEN FOR STABILIZATION. DOSAGE RATES TO BE DETERMINE BY GEOTECHNICAL ENGINEER AND REPORT TO BE SUBMITTED

TO OWNER FOR APPROVAL.

A4 2010-J SUBBASE, MODIFIED, 12 IN.

ITEM SHALL INCLUDE, BUT IS NOT LIMITED TO, FURNISHING, PLACING, COMPACTING, WATERING, AND TRIMMING TO THE PROPER GRADE. EXISTING PAVEMENT COULD BE CRUSHED INTO A MODIFIED SUBBASE

GRADATION. TESTING RESULTS WILL BE REQUIRED.

A5 7010-A PAVEMENT, PCC, 7 IN.

MIX SHALL BE C-4, 4000 PSI MIX. NO SLAG IS ALLOWED. NO ADDITIONAL PAYMENT WILL BE MADE FOR COLD

WEATHER PAVING.

A6 7030-A REMOVAL OF SIDEWALK

A7 7030-E SIDEWALK, PCC, 5 IN.

MIX SHALL BE C-4, 4000 PSI MIX. NO SLAG IS ALLOWED. NO ADDITIONAL PAYMENT WILL BE MADE FOR COLD

WEATHER PAVING.

A8 7040-H PAVEMENT REMOVAL

PAYMENT SHALL BE MADE FOR THE AREA OF PAVEMENT REMOVED REGARDLESS OF THICKNESS.

A9 8020-B PAINTED PAVEMENT MARKINGS, SOLVENT/WATERBORNE

A10 8020-G PAINTED SYMBOLS AND LEGENDS

A11 9010-B HYDRAULIC SEEDING, SEEDING, FERTILIZING, AND MULCHING

THIS ITEM SHALL BE USED FOR ALL DISTURBED AREAS. SEED MIX SHALL BE SUDAS TYPE 6 SEED MIXTURE. NO ADDITIONAL PAYMENT WILL BE MADE FOR RESEEDING UNESTABLISHED AREAS. INCLUDES WATERING PER

SUDAS REQUIREMENTS.

A12 9040-D-1 FILTER SOCK, 9 IN.

INCLUDES MAINTENANCE AND REMOVAL.

A13 11010-A CONSTRUCTION SURVEY

A14 11020-A MOBILIZATION - ALTERNATE A

A15 11050-A CONCRETE WASHOUT

PROVIDING CONCRETE WASH WATER CONTAINMENT, COLLECTION, AND DISPOSAL.

* ITEMS AND QUANTITIES ARE FOR REFERENCE ONLY. CONTRACTOR TO DETERMINE ACTUAL ITEMS AND QUANTITIES NEEDED TO COMPLETE THE WORK.

* ITEMS AND QUANTITIES ARE FOR REFERENCE ONLY. CONTRACTOR TO DETERMINE ACTUAL ITEMS AND QUANTITIES NEEDED TO COMPLETE THE WORK.

F

F

F

F

F

F

F

F

F

F

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E E

E

E

20'

20'

20'

20'

PROTECT ADJACENT PAVEMENT

7" PCC PAVEMENT (TYP.)

THICKENED EDGE

(SEE DETAIL)

GRADING LIMITS

R25' R25' R25'

R25'

R5'

R5'

R10'

R10'

R10'

R10

721.85 722.35

1.

3.

3.

2.

725.08 725.14

725.57

726.29

726.36

726.76

726.69

727.09

727.40

728.87

728.18

727.82

727.75

728.22

728.15

727.89

728.01 728.05

727.61

7.

727.49

726.74

725.97

725.88

725.48

724.74

724.6872 2.

1.

1.

9.

9.

ADD ROCK AS NEEDED

TH

A

VE

NU

E

TRASH

CLVT

CLVT

S

F

F

E E

E E

E E

E

E

E

E

E

E E E

E

E

E

E

E

E E E

E

E

E E

E

E

E

E

E

E

E

E

E

E

20'

81'

'20

6'

7" PCC PAVEMENT (TYP.)

5" PCC SIDEWALK (TYP.)

BREAKLINE FOR PARKING LOT ALTERNATE.

THICKENED EDGE CONCRETE

GRADING LIMITS

R2 5'

R25'

R20'

R2 0'

R3 0'

R1 0'

R5'

R5

R5

R5'

719.65

719.90

719.98

720.28

720.35

720.50

720.24

0.2

9.8 8 719.79

719.54

719.94

0.3

0.

720.42

721.85

722.35

721.69

721.23

721.63

719.46

719.06

715.84

716.24

714.49

714.95

715.1271 5.

715.22

713 71

4 71

720.61

720.58720.52

720.60

720.70 720.89

720.89

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2:

P M

IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

9276.00 DPS P12 DRIVEWAY REPAIRS

SHEET

DESIGNED

SEALED

CHECKED

9276.00

JLE

WFK

DATEISSUED FORREV

JLE

CLIENT PROJ. NO.

430 E GRAND AVE, SUITE 101

DES MOINES, IOWA 50309

Phone: (515) 259-9190 Email: DesMoines@bolton-menk.com www.bolton-menk.comR

0 CONSTRUCTION 11-01-2022

R

R

FEETSCALE

0 20 40

HORZ. D.01

DRIVEWAY & PARKING LOT PLAN

NOTES:

1. ALL SPOT ELEVATIONS ARE TO GUTTER OR TOP OF

WALK/PAVEMENT UNLESS OTHERWISE NOTED.

1.1. FG = FORM GRADE

1.2. TC = TOP OF CURB

2. RADIUS DIMENSIONS REPRESENT EDGE OF PAVEMENT.

3. SIDEWALK CROSS SLOPE MAX IS 2.0%.

4. ALL TREES SHALL BE PROTECTED.

5. SEAL JOINT BETWEEN SIDEWALK AND CURB.

6. ALL EXISTING LIGHT POLES SHALL BE PROTECTED.

7. CONTRACTOR TO FIX ANY DAMAGE TO 20TH AVENUE.

A

VE

N U

E

I-80 ON RAMP

PAVEMENT REMOVALS

SIDEWALK REMOVALS

PROTECT EXISTING PAVEMENT

PROTECT LIGHT POLE

ALTERNATE

TRASH

CLVT

CLVT

S

F

E

E

E

E

F F

F F

F F

F F

E E

E

E E E E E E

E

E

E

E E

E

E

E

E

E

E

E E

E

E

E

E

E

E

E

E

E

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\C

3D \1

5F

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/2

2:

P M

IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

9276.00 DPS P12 DRIVEWAY REPAIRS

SHEET

DESIGNED

SEALED

CHECKED

9276.00

JLE

WFK

DATEISSUED FORREV

JLE

CLIENT PROJ. NO.

430 E GRAND AVE, SUITE 101

DES MOINES, IOWA 50309

Phone: (515) 259-9190 Email: DesMoines@bolton-menk.com www.bolton-menk.comR

0 CONSTRUCTION 11-01-2022

F.01

EXISITNG CONDITIONS & REMOVALS PLAN

R

FEETSCALE

0 30 60

HORZ.

NOTES:

1. PROTECT ALL EXISTING LIGHT POLES.

2. SALVAGE ALL SIGNS IN THE WAY OF CONSTRUCTION FOR

REINSTALLATION.

3. PROTECT ALL TREES AND PLANTINGS.

4. ANY ITEMS DAMAGED BY CONTRACTOR DURING CONSTRUCTION

SHALL BE REPLACED AT THE CONTRACTORS EXPENSE.

CONTROL POINT DATA

POINT NUMBER

RAW DESCRIPTION

VFCP /CUT X

VFCP /CUT X

VFCP /CUT X

VFCP /5/8IN RBR BMI CNT CAP

ELEVATION

714.146

729.591

730.027

721.876

NORTH

6703290.56

6703296.89

6703386.97

6703222.93

EAST

24606425.68

24606965.80

24607121.21

24606726.68

TH

A

VE

N U

E

I-80 ON RAMP

TRASH

S

ALTERNATE

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AM

IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

9276.00 DPS P12 DRIVEWAY REPAIRS

SHEET

DESIGNED

SEALED

CHECKED

9276.00

JLE

WFK

DATEISSUED FORREV

JLE

CLIENT PROJ. NO.

430 E GRAND AVE, SUITE 101

DES MOINES, IOWA 50309

Phone: (515) 259-9190 Email: DesMoines@bolton-menk.com www.bolton-menk.comR

0 CONSTRUCTION 11-01-2022

G.01

REFERENCE TIES AND BENCHMARKS

R

FEETSCALE

0 30 60

HORZ.

A

VE

N U

E

I-80 ON RAMP

TRASH

S

ALTERNATE

PHASE 1

PHASE 2

PHASE 3

PHASE 4

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1:

P M

IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

9276.00 DPS P12 DRIVEWAY REPAIRS

SHEET

DESIGNED

SEALED

CHECKED

9276.00

JLE

WFK

DATEISSUED FORREV

JLE

CLIENT PROJ. NO.

430 E GRAND AVE, SUITE 101

DES MOINES, IOWA 50309

Phone: (515) 259-9190 Email: DesMoines@bolton-menk.com www.bolton-menk.comR

0 CONSTRUCTION 11-01-2022

J.01

STAGING PLAN

R

FEETSCALE

0 30 60

HORZ.

NOTES:

1. MAINTAIN 10 FOOT DRIVE LANES AT ALL TIMES. ADD ROCK SHOULDER AS NEEDED

TO MAINTAIN 10 FOOT DRIVE LANES. ROCK SHOULDER TO BE REMOVED AFTER

USE AND PRIOR TO TOPSOIL IMPORT.

2. CONTRACTOR TO COORDINATE DUMPSTER LOCATION WITH OWNER.

A

VE

N U

E

11.1' 11.1' 12'

TYP.

12'

TYP. 13.7' 12.4'

12'

TYP.

12'

TYP.

TY

P.

TY

P.

12'

TYP.

12.3'

10' 10'

9.15'

9.15'

'L-1' TYP.

'C

' T

YP

'C

' T

YP

'L-1' TYP.

'C ' T

YP

'C ' T

YP

'L- 1'

T

YP

'C' TYP.

'C' TYP.

THICKENED EDGE

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/2 5/

:5

PM

IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

9276.00 DPS P12 DRIVEWAY REPAIRS

SHEET

DESIGNED

SEALED

CHECKED

9276.00

JLE

WFK

DATEISSUED FORREV

JLE

CLIENT PROJ. NO.

430 E GRAND AVE, SUITE 101

DES MOINES, IOWA 50309

Phone: (515) 259-9190 Email: DesMoines@bolton-menk.com www.bolton-menk.comR

0 CONSTRUCTION 11-01-2022

L.01

JOINTING PLAN

R

FEETSCALE

0 10 20

12'TYP.

12'

TYP.

12'

TYP.

12.3' 12.3' 12'

TYP.

10' 10'

10' 10'

10' 10' 9.15'

12.6' 8.6' 8.6'

9.15'

10.9'10'

TYP.

10'

TYP.

10.69' 10'

10'

10'

'L-1' TYP.

'L-1' TYP.

'C ' T

YP

'C ' T

YP

'C ' T

YP

'C ' T

YP

'L -1

' T

YP

'C' TYP. 'C' TYP.

'L- 1'

TY

P.

'L -1

' T

YP

RD

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/2 5/

:5

PM

IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

9276.00 DPS P12 DRIVEWAY REPAIRS

SHEET

DESIGNED

SEALED

CHECKED

9276.00

JLE

WFK

DATEISSUED FORREV

JLE

CLIENT PROJ. NO.

430 E GRAND AVE, SUITE 101

DES MOINES, IOWA 50309

Phone: (515) 259-9190 Email: DesMoines@bolton-menk.com www.bolton-menk.comR

0 CONSTRUCTION 11-01-2022

L.02

JOINTING PLAN

R

FEETSCALE

TYP.

12' 13' 12'

10' 10'

10' 10'

10.3'

10' 10.3' 10' 10' 10' 12.2'

10.9'10'

TYP.

10'

TYP.

10.69' 10'

10'

10'

10.4''L-1' TYP.

'L-1' TYP.

'C ' T

YP

'C ' T

YP

'L- 1'

TY

P.

'L- 1'

TY

P.

'L -1

' T

YP

'L -1

' T

YP

RD

RD

THICKENED EDGE

(SEE DETAIL)

B ol to n

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2, A ll

Ri gh ts R es er ve d

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IA

\0 A1

\C

AD

\C

3D \1

5L

.d w g

/2 5/

:5

PM

IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

9276.00 DPS P12 DRIVEWAY REPAIRS

SHEET

DESIGNED

SEALED

CHECKED

9276.00

JLE

WFK

DATEISSUED FORREV

JLE

CLIENT PROJ. NO.

430 E GRAND AVE, SUITE 101

DES MOINES, IOWA 50309

Phone: (515) 259-9190 Email: DesMoines@bolton-menk.com www.bolton-menk.comR

0 CONSTRUCTION 11-01-2022

L.03

JOINTING PLAN

R

FEETSCALE

S

TYP.

10.6'

12'

TYP.

11' 12'

TYP.

12'

TYP.

12' 10'

10' 10'

10' 12'

12'

TYP.

12.3' 12.3'

10' 10'

9.15'

12.6' 8.6'

8.6'

10'

TYP. 10'

TYP.

10'

TYP.

10'

TYP.

10'

TYP.

10'

TYP.

12'

4.9'

6.1'

'L-1' TYP.

'C' TYP.

'C' TYP.

'L-1' TYP.'L-1' TYP.

'L-1' TYP.

'L-1' TYP. 'L-1' TYP.

'L-1' TYP.

'C' TYP.

'C' TYP.

'L-1' TYP.

'L-1' TYP.

'L-1' TYP.

'L-1' TYP.

'C' TYP.

'C' TYP.

'C' TYP.

'C' TYP.

'C' TYP.

'C' TYP.

'C' TYP.

'C' TYP.

ALTERNATE LIMITS

ALTERNATE

B ol to n

M en k, In c.

2, A ll

Ri gh ts R es er ve d

H:

\I

AA

DM

IN

_S

T_

IA

\0 A1

\C

AD

\C

3D \1

5L

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/2 5/

:5

PM

IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

9276.00 DPS P12 DRIVEWAY REPAIRS

SHEET

DESIGNED

SEALED

CHECKED

9276.00

JLE

WFK

DATEISSUED FORREV

JLE

CLIENT PROJ. NO.

430 E GRAND AVE, SUITE 101

DES MOINES, IOWA 50309

Phone: (515) 259-9190 Email: DesMoines@bolton-menk.com www.bolton-menk.comR

0 CONSTRUCTION 11-01-2022

L.04

JOINTING PLAN

R

FEETSCALE

TRASH

9'

TYP.

' T

YP

REMOVE, SALVAGE, AND REINSTALL SIGNS.

ALTERNATE LIMITS

ALTERNATE

B ol to n

M en k, In c.

2, A ll

Ri gh ts R es er ve d

H:

\I

AA

DM

IN

_S

T_

IA

\0 A1

\C

AD

\C

3D \1

5N

.d w g 9/

/2

:5

AM

IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

9276.00 DPS P12 DRIVEWAY REPAIRS

SHEET

DESIGNED

SEALED

CHECKED

9276.00

JLE

WFK

DATEISSUED FORREV

JLE

CLIENT PROJ. NO.

430 E GRAND AVE, SUITE 101

DES MOINES, IOWA 50309

Phone: (515) 259-9190 Email: DesMoines@bolton-menk.com www.bolton-menk.comR

0 CONSTRUCTION 11-01-2022

N.01

PAVEMENT MARKINGS (ALT A)

R

FEETSCALE

0 5 10

HORZ.

NOTES:

1. ALL PAVEMENT MARKINGS SHALL BE 4" YELLOW.

2. ENGINEER TO APPROVE LAYOUT PRIOR TO APPLYING PAINT.

3. SLAVAGE AND REINSTALL ALL SIGNS THAT ARE IN THE WAY

OF CONSTRUCTION. ALL SIGNS SHALL RECEIVE NEW POSTS.

3 724

723 724

6 727

HYDROMULCH

AND SEED (TYP.)

GRADING LIMITS

FILTER SOCK (TYP.)

TH

A

VE

NU

E

TRASH

S

8 71

6 71

GRADING LIMITS

HYDROMULCH

AND SEED (TYP.)

FILTER SOCK (TYP.)

B ol to n

M en k, In c.

2, A ll

Ri gh ts R es er ve d

H:

\I

AA

DM

IN

_S

T_

IA

\0 A1

\C

AD

\C

3D \1

5R

.d w g 9/

/2

:3

AM

IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

9276.00 DPS P12 DRIVEWAY REPAIRS

SHEET

DESIGNED

SEALED

CHECKED

9276.00

JLE

WFK

DATEISSUED FORREV

JLE

CLIENT PROJ. NO.

430 E GRAND AVE, SUITE 101

DES MOINES, IOWA 50309

Phone: (515) 259-9190 Email: DesMoines@bolton-menk.com www.bolton-menk.comR

0 CONSTRUCTION 11-01-2022

R

R

FEETSCALE

0 20 40

HORZ. R.01

EROSION CONTROL PLAN

720.89720.89

720.69

720.70720.68

721.23

720.67

721.02 TC

720.57 FG

720.58 TC

720.58 FG

720.60 TC

720.60 FG

720.61 TC

720.61 FG

5.0' @ 0.1%

.7

.9

.7

.9

6.

0'

.5

9.0' @ 0.1%9.0' @ 0.1%12.0' @ 3.6%

12.0' @ 4.6%

6.

0'

.5

6.

0'

.5

6.9' @ 0.1% 6.1' @ 0.1%

B ol to n

M en k, In c.

2, A ll

Ri gh ts R es er ve d

H:

\I

AA

DM

IN

_S

T_

IA

\0 A1

\C

AD

\C

3D \1

5S

.d w g 9/

/2

1:

P M

IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

9276.00 DPS P12 DRIVEWAY REPAIRS

SHEET

DESIGNED

SEALED

CHECKED

9276.00

JLE

WFK

DATEISSUED FORREV

JLE

CLIENT PROJ. NO.

430 E GRAND AVE, SUITE 101

DES MOINES, IOWA 50309

Phone: (515) 259-9190 Email: DesMoines@bolton-menk.com www.bolton-menk.comR

0 CONSTRUCTION 11-01-2022

S.01

ADA COMPLIANCE

R

FEETSCALE

0 3 6

HORZ.

LEGEND

RAMP SPACE

TURNING SPACE

SIDEWALK

TRUNCATED DOME