RFB931600-01 - DHS CHMHI New Parking Area - Drawings.pdf

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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

CHEROKEE MHI PARKING LOT ADDITION

DAS PROJECT NO: 9316.00

CHEROKEE MENTAL HEALTH INSTITUTE

1251 W CEDAR LOOP

CHEROKEE, IA 51012

VICINITY MAP

NTS

PROJECT MAP

NTS

PROJECT

LOCATION

ENTRANCE

CHEROKEE,

IOWA

LIGHT POLE

FIRE HYDRANT

VALVE

DRAINAGE MANHOLE

CURB INTAKE

GAS MAIN

SANITARY SEWER

MINOR CONTOUR

STORM SEWER

WATER MAIN

TREE

TREE REMOVAL

CURB AND GUTTER (PCC)

MAJOR CONTOUR

STORM INTAKE

909 909

PROPOSEDDESCRIPTIONEXISTING

TRANSFORMER

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 SEEDED 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 PRIOR TO

PROCEEDING WITH THE WORK.

24. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF WORK OF ALL SUBCONTRACTOR(S) INVOLVED ON

THE PROJECT.

25. SIGNING, STRIPING OR OTHER TRAFFIC CONTROL DEVICES ON THE ROADWAY SHOULD CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD, FEDERAL HIGHWAY ADMINISTRATION, 2009 EDITION)

OWNERENGINEER

IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

DIVISION OF BUSINESS AND PROPERTY SERVICES

ATTN: BRANDON ADMS

BRANDON.ADAMS@IOWA.GOV

109 SE 13TH STREET

DES MOINES, IA 50319

515-201-2197

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

CHEROKEE MENTAL HEALTH INSTITUTE

1251 W CEDAR LOOP

CHEROKEE, IA

CONSTRUCTION MANAGER

STORY CONSTRUCTION

ATTN: DARREN MILLIKEN

DARREN.MILLIKEN@STORYCON.COM

2810 WAKEFIELD CIRCLE

AMES, IA 50010

515-291-5358

BOLLARD

CONTACT INFORMATION

Sheet List Table Sheet Number Sheet Title

C000 COVER SHEET

C001 CONSTRUCTION NOTES

C002 EXISTING CONDITIONS

C003 OVERALL SITE PLAN

CD01 DEMOLITION PLAN

C101 SITE PLAN

C201 GRADING PLAN

C501 CONSTRUCTION DETAILS

E101 ELECTRICAL SITE PLAN

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AM 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

9-8-20239-8-2023

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AM 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.

COORDINATE SYSTEM: IOWA STATE PLANE - NORTH

CONTROL POINTS

NAME NORTHING EASTING ELEVATION DESCRIPTION

1 3746069.892 4364778.694 1360.252 CUT X

2 3746078.351 4364869.605 1356.913 CUT X

3 3746090.504 4364924.053 1356.160 CUT X

4 3745822.093 4364891.524 1361.632 CUT X

5 3745620.856 4364854.371 1360.958 CUT X

6 3745428.132 4364835.573 1359.506 CUT X

7 3745823.369 4364729.223 1362.701 CUT X

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 SEEDED. 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 IS ALLOWED TO CLOSE DOWN ADJACENT 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. 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. TREES AND VEGETATION INDICATED TO BE REMOVED SHALL BE REMOVED IN THEIR ENTIRETY, INCLUDING ALL STUMPS AND ROOT STRUCTURES THAT ARE 2” DIAMETER AND LARGER. BACKFILL ALL EXCAVATIONS AND DEPRESSIONS WITH

COMPACTED SUITABLE TOPSOIL MATERIAL.

7. 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 SEEDING OR 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 ARES 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 RESEEDING OF ALL SETTLEMENT

AREAS AFTER SITE RESTORATION HAS BEEN COMPLETED.

GRADING AND EROSION CONTROL NOTES

1. THE DISTURBED CONSTRUCTION AREA IS LESS THAN 1 ACRE, SO AN NPDES GENERAL PERMIT NO. 2 AND STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ARE NOT REQUIRED. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR

INSTALLING AND MAINTAINING EROSION CONTROL THROUGHOUT CONSTRUCTION.

2. 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.

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

PROPERLY TREATED OR DISPOSED.

4. 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.

5. 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.

6. 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.

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

MUST BE REMOVED IMMEDIATELY.

8. 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.

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

EROSION.

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

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

INLET PROTECTION.

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

SEDIMENTATION CONTROL MEASURES.

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

STORMWATER RUNOFF AND EROSION CONTROL.

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. SALVAGE ALL SIGNS WITHIN THE CONSTRUCTION LIMITS AND REINSTALL IN THE SAME LOCATION AND CONDITION AFTER CONSTRUCTION. 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

AIR CONTENT: 7.0% ± 1.0%

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. TRENCH EXCAVATION AND BACKFILL

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

F. TOPSOIL

STRIP, STOCKPILE AND RESPREAD EXISTING TOPSOIL IN ALL AREAS TO BE SEEDED. 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.

G. SITE RESTORATION

HYDRAULIC SEEDING: ALL DISTURBED AREAS ON THE SITE NOT TO BE PAVED OR LANDSCAPED SHALL RECEIVE HYDRAULIC SEEDING. HYDRAULIC SEEDING MATERIALS AND INSTALLATION SHALL MEET SUDAS SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR PREPARING SEEDBED, APPLYING HYDRAULIC SEEDING AND FIRST AND SECOND APPLICATIONS OF

FERTILIZER.

SEED MIXTURE: SUDAS TYPE 1 SEED MIXTURE (PERMANENT LAWN MIXTURE) OR APPROVED EQUAL.

H. GEOTECHNICAL

1. IN AREAS UNDER AND WITHIN FIVE (5) FEET OF PROPOSED PAVING AND SIDEWALKS, THE CONTRACTOR SHALL REMOVE THE TOP 12 INCHES OF EXISTING FILL MATERIAL AND THEN SCARIFY, MOISTURE CONDITION AND COMPACT THE TOP 12 INCHES OF THE EXISTING FILL MATERIAL SUBGRADE PER THE REQUIREMENTS OF THIS SECTION. THE 12 INCHES OF EXISTING FILL MATERIAL THAT WAS REMOVED SHALL BE MOISTURE CONDITIONED AND PLACED IN TWO 6-INCH COMPACTED LIFTS PER THE

REQUIREMENTS OF THIS SECTION.

2. THE DAY BEFORE PAVEMENT IS PLACED, FINAL PAVEMENT SUBGRADE PREPARATION SHALL CONSIST OF SCARIFYING, MOISTURE CONDITIONING AND COMPACTING THE TOP 12 INCHES OF THE SUBGRADE PER THE REQUIREMENTS OF THIS SECTION.

3. EXISTING FILL MATERIAL THAT CONTAINS EXCESSIVE AMOUNTS OF CINDERS OR BRICK AND CONCRETE DEBRIS SHALL BE

REMOVED AND REPLACED.

4. SAND, ASPHALT, VEGETATION, ROOTS, SOFT MATERIAL, ORGANIC MATERIAL, MATERIAL CONTAINING FROST AND UNSUITABLE

SOILS IN THE PROJECT AREA SHALL BE STRIPPED FROM THE SITE AND WASTED.

5. 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.

6. FILL MATERIALS SHALL BE LEAN CLAY MATERIAL FREE OF ORGANIC OR OTHER DELETERIOUS MATERIALS, HAVE A MAXIMUM PARTICLE SIZE OF LESS THAN 3 INCHES AND HAVE A LIQUID LIMIT LESS THAN 45 AND PLASTICITY INDEX LESS THAN 22.

7. 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.

8. 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.

18"

30"

36"

36"

30"

42"

36"

36"

36"

36"

48"

36"

36"

CP-CX

CP-CX

CP-CX

CP-CX

CP-CX

CP-CX

FF = 1362.96

FF = 1367.27

FF = 1365.16

CP-CX

FF = 1367.47

FF = 1367.31

15" RCP W/ FES

IE = 1349.50

STORM MH

RIM = 1358.76

IE (E) = 1353.54 (15" RCP)

IE (W) = 1353.81 (15" RCP)

STORM INT

RIM = 1358.36

IE (E) = 1354.16 (15" RCP)

MH

RIM = 1361.62

STORM INT

RIM = 1362.50

IE (N-NE) = 1359.30 (12" HDPE)

STORM INT

RIM = 1362.35

STAIRS

DRAIN

SIDEWALK

SI

D

EW

AL

K

SI

D

EW

AL

K

SI

D

EW

AL

K

SI

D

EW

AL

K

SI

D

EW

AL

K

CONCRETE

CONCRETE

CONCRETE

STORM MH

RIM = 1356.07

IE (NE) = 1350.87 (15" RCP)

IE (W) = 1350.97 (15" RCP)

STORM MH

RIM = 1356.09

IE (E) = 1351.69 (15" RCP)

IE (W) = 1352.57 (15" HDPE)

SI

D

EW

AL

K

SI

D

EW

AL

K

STAIRS

CONCRETE

CONCRETE

BA

R

BW

IR

E / C

H

AI

N

LI

N K

SE

C

U R

IT

Y

FE

N

C

IN

G

CONCRETE

STAIRS

LANDING /

ENTRYWAY

STONE

COLUMNS (TYP.)

STONE

COLUMNS (TYP.)

LANDSCAPING

STAIRS

HANDICAP

ACCESS

AS

PH

AL

T

STAIRS

STAIRS

SI

D

EW

AL

K

SIDEWALK /

ENTRY RAMP

SANITARY SEWER

(PER MAPPING)

SANITARY SEWER(PER MAPPING)

U N

D

ER

G R

O U

N D

E

LE

C

TR

IC

AL

(P

ER

M

AP

PI

N

G

UNDERG

RO

UND

ELECTRICAL (PER M

APPING

W

AT

ER

S

ER

VI

C E

(P

ER

M

AP

PI

N

G

MEDIUM VOLTAGE

POWER

4.75' DEEP

MEDIUM VOLTAGE

POWER

4.58' DEEP

MEDIUM VOLTAGE

POWER

4.42' DEEP

LIGHTING POWER

1.83' DEEP

U N

D

ER

G R

O U

N D

E

LE

C

TR

IC

AL

(P

ER

M

AP

PI

N

G

LIGHT POLE POWER

2' DEEP

1' WEST OF SIDEWALK

LIGHT POLE POWER

2' DEEP

3.75' WEST OF SIDEWALK

15" STORM

15" STORM

12" STORM

6" RO

O

F DRAIN

6" R

OOF DRAIN 6" ROOF DRAIN

C O

N C

R

ET

E

(A

PP

R O

XI

M

AT

E

LO

C

AT

IO

N

CP1

N: 3746069.892 E: 4364778.694

ELEV: 1360.252

CUT X

CP2

N: 3746078.351 E: 4364869.605

ELEV: 1356.913

CUT X

CP3

N: 3746090.504 E: 4364924.053

ELEV: 1356.160

CUT X

CP4

N: 3745822.093 E: 4364891.524

ELEV: 1361.632

CUT X

CP5

N: 3745620.856 E: 4364854.371

ELEV: 1360.958

CUT X

CP6

N: 3745428.132 E: 4364835.573

ELEV: 1359.506

CUT X

CP7

N: 3745823.369 E: 4364729.223

ELEV: 1362.701

CUT X

A B C D E F

W

ES

TO

W

N P

KW

Y, S U

IT

E

W

ES

T D

ES

M

O

IN

ES

, I

O W

A

5.

3.

S

H

IV

E- H

AT

TE

R Y.

C O

M

A B C D E F

D R

AW

N

B Y

AP

PR

O

VE

D B

Y

IS

SU

ED

F

O R

IS

SU

E D

AT

E

FI

EL

D B

O O

K

PR

O

JE

C

T N

U M

BE

R

Pr in te d:

D R

AW

N

B Y

AP

PR

O

VE

D B

Y

IS

SU

ED

F

O R

IS

SU

E D

AT

E

FI

EL

D B

O O

K

PR

O

JE

C

T N

U M

BE

R

Pr in te d: C002

EX

IS

TI

N

G C

O N

D

IT

IO

N

S

KA

L

KA

L

CO

NS

TR

UC

TI

O

N

/0

8/

00 ---

.0

C H

ER

O

KE

E

M H

I

PA

R

KI

N G

L O

T

AD

D

IT

IO

N

IO

W

A

DE

PA

RT

M

EN

T O

F

AD

M

IN

IS

TR

AT

IV

E

SE

RV

IC

ES

W C

ED

AR

L O

O P, C

HE

RO

KE

E, IA

P:

\P ro je ct s\

DM

\2

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

_C ivi l\C

EX

IS

TI

NG

C

O

ND

IT

IO

NS

.d wg 9/

7/

0:

:4

AM

36"

36"

30"

42"

36"

36"

36"

48"

36"

36"

CP-CX

CP-CX

CP-CX

CP-CX

CP-CX

CP-CX

FF = 1362.96

FF = 1367.27

FF = 1365.16

CP-CX

FF = 1367.47

FF = 1367.31

15" RCP W/ FES

IE = 1349.50

STORM MH

RIM = 1358.76

IE (E) = 1353.54 (15" RCP)

IE (W) = 1353.81 (15" RCP)

STORM INT

RIM = 1358.36

IE (E) = 1354.16 (15" RCP)

MH

RIM = 1361.62

STORM INT

RIM = 1362.50

IE (N-NE) = 1359.30 (12" HDPE)

STORM INT

RIM = 1362.35

STAIRS

DRAIN

SIDEWALK

SI

D

EW

AL

K

SI

D

EW

AL

K

SI

D

EW

AL

K

SI

D

EW

AL

K

SI

D

EW

AL

K

CONCRETE

CONCRETE

CONCRETE

STORM MH

RIM = 1356.07

IE (NE) = 1350.87 (15" RCP)

IE (W) = 1350.97 (15" RCP)

STORM MH

RIM = 1356.09

IE (E) = 1351.69 (15" RCP)

IE (W) = 1352.57 (15" HDPE)

SI

D

EW

AL

K

SI

D

EW

AL

K

STAIRS

CONCRETE

CONCRETE

BA

R

BW

IR

E / C

H

AI

N

LI

N K

SE

C

U R

IT

Y

FE

N

C

IN

G

CONCRETE

STAIRS

LANDING /

ENTRYWAY

STONE

COLUMNS (TYP.)

STONE

COLUMNS (TYP.)

LANDSCAPING

STAIRS

HANDICAP

ACCESS

AS

PH

AL

T

STAIRS

STAIRS

SI

D

EW

AL

K

SIDEWALK /

ENTRY RAMP

SANITARY SEWER

(PER MAPPING)

SANITARY SEWER(PER MAPPING)

U N

D

ER

G R

O U

N D

E

LE

C

TR

IC

AL

(P

ER

M

AP

PI

N

G

UNDERG

RO

UND

ELECTRICAL (PER M

APPING

W

AT

ER

S

ER

VI

C E

(P

ER

M

AP

PI

N

G

MEDIUM VOLTAGE

POWER

4.75' DEEP

MEDIUM VOLTAGE

POWER

4.58' DEEP

MEDIUM VOLTAGE

POWER

4.42' DEEP

LIGHTING POWER

1.83' DEEP

U N

D

ER

G R

O U

N D

E

LE

C

TR

IC

AL

(P

ER

M

AP

PI

N

G

LIGHT POLE POWER

2' DEEP

1' WEST OF SIDEWALK

LIGHT POLE POWER

2' DEEP

3.75' WEST OF SIDEWALK

15" STORM

15" STORM

12" STORM

6" RO

O

F DRAIN

6" R

OOF DRAIN 6" ROOF DRAIN

C O

N C

R

ET

E

(A

PP

R O

XI

M

AT

E

LO

C

AT

IO

N

NORTH VIEW

SOUTH VIEW

CONSTRUCTION

LIMITS (TYP)

A B C D E F

W

ES

TO

W

N P

KW

Y, S U

IT

E

W

ES

T D

ES

M

O

IN

ES

, I

O W

A

5.

3.

S

H

IV

E- H

AT

TE

R Y.

C O

M

A B C D E F

D R

AW

N

B Y

AP

PR

O

VE

D B

Y

IS

SU

ED

F

O R

IS

SU

E D

AT

E

FI

EL

D B

O O

K

PR

O

JE

C

T N

U M

BE

R

Pr in te d:

D R

AW

N

B Y

AP

PR

O

VE

D B

Y

IS

SU

ED

F

O R

IS

SU

E D

AT

E

FI

EL

D B

O O

K

PR

O

JE

C

T N

U M

BE

R

Pr in te d: C003

O

VE

R

AL

L

SI

TE

P

LA

N

KA

L

KA

L

CO

NS

TR

UC

TI

O

N

/0

8/

00 ---

.0

C H

ER

O

KE

E

M H

I

PA

R

KI

N G

L O

T

AD

D

IT

IO

N

IO

W

A

DE

PA

RT

M

EN

T O

F

AD

M

IN

IS

TR

AT

IV

E

SE

RV

IC

ES

W C

ED

AR

L O

O P, C

HE

RO

KE

E, IA

P:

\P ro je ct s\

DM

\2

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

_C ivi l\C

O

VE

RA

LL

S

IT

E

PL

AN

.d wg

9/ 7/

0:

:3

48"

36"

36"

CP-CX

CP-CX

STORM MH

RIM = 1358.76

IE (E) = 1353.54 (15" RCP)

IE (W) = 1353.81 (15" RCP)

STORM INT

RIM = 1358.36

IE (E) = 1354.16 (15" RCP)

MH

RIM = 1361.62

SIDEWALK

SI

D

EW

AL

K

SI

D

EW

AL

K

CONCRETE

BA

R

BW

IR

E / C

H

AI

N

LI

N K

SE

C

U R

IT

Y

FE

N

C

IN

G

CONCRETE

STONE

COLUMNS (TYP.)

LANDSCAPING

ACCESS

SI

D

EW

AL

K

SIDEWALK / ENTRY RAMP

U N

D

ER

G R

O U

N D

E

LE

C

TR

IC

AL

(P

ER

M

AP

PI

N

G

W

AT

ER

S

ER

VI

C E

(P

ER

M

AP

PI

N

G

U N

D

ER

G R

O U

N D

E

LE

C

TR

IC

AL

(P

ER

M

AP

PI

N

G

LIGHT POLE POWER

2' DEEP

1' WEST OF SIDEWALK

LIGHT POLE POWER

2' DEEP

3.75' WEST OF SIDEWALK

PROTECT EXISTING

LIGHT POLE AND

POWER SUPPLY (TYP)

PROTECT EXISTING

LIGHT POLE

PROTECT OR REMOVE

AND REINSTALL

EXISTING SIGNS

PROTECT EXISTING

PCC SIDEWALK (TYP)

PROTECT

EXISTING SIGN

36"

36"

30"

42"

36"

36"

36"

36"

CP-CX

CP-CX

CP-CX

CP-CX

FF = 1362.96

FF = 1367.27

CP-CX

STORM INT

RIM = 1362.50

IE (N-NE) = 1359.30 (12" HDPE)

STAIRS

DRAIN

SI

D

EW

AL

K

SI

D

EW

AL

K

SI

D

EW

AL

K

CONCRETE

CONCRETE

CONCRETE

STORM MH

RIM = 1356.07

IE (NE) = 1350.87 (15" RCP)

IE (W) = 1350.97 (15" RCP)

STORM MH

RIM = 1356.09

IE (E) = 1351.69 (15" RCP)

IE (W) = 1352.57 (15" HDPE)

SI

D

EW

AL

K

SI

D

EW

AL

K

STAIRS

CONCRETE

STAIRS

LANDING /

ENTRYWAY

STONE

COLUMNS (TYP.)

STAIRS

AS

PH

AL

T

STAIRS

UNDERG

RO

UND ELECTRICAL (PER M

APPING

MEDIUM VOLTAGE POWER

4.75' DEEP

MEDIUM VOLTAGE POWER

4.58' DEEP

MEDIUM VOLTAGE POWER

4.42' DEEP

LIGHTING POWER

1.83' DEEP

15" STORM15" STORM

12" STORM

6" RO

O

F DRAIN

6" R

OOF DRAIN

6" ROOF DRAIN

C O

N C

R

ET

E

(A

PP

R O

XI

M

AT

E

LO

C

AT

IO

N

REMOVE AND

DISPOSE OF EXISTING

TREE AND STUMP

PROTECT

EXISTING TREE

REMOVE AND

DISPOSE OF EXISTING

PCC SIDEWALK (TYP)

REMOVE AND DISPOSE

OF EXISTING ASPHALT

PAVING (TYP)

PROTECT EXISTING

LIGHT POLE

PROTECT EXISTING

LIGHT POLE

PROTECT EXISTING

ASPHALT PAVING (TYP)

PROTECT OR REMOVE

AND REINSTALL

EXISTING SIGNS

PROTECT EXISTING

PCC SIDEWALK (TYP)

PROTECT EXISTING

PCC SIDEWALK (TYP)

PROTECT EXISTING

ELECTRICAL

SERVICE (TYP)

PROTECT EXISTING PCC

ROLLED CURB (TYP)

PROTECT EXISTING

BUILDING (TYP)

REMOVE AND DISPOSE

OF EXISTING PCC

ROLLED CURB (TYP)

PROTECT EXISTING PCC

INTEGRAL CURB (TYP)

PROTECT

EXISTING SHRUB

SAWCUT PAVING

FULL DEPTH (TYP)

REMOVE AND DISPOSE OF

EXISTING PCC PAVING (TYP)

SAWCUT PAVING FULL

DEPTH AND REMOVE TO

NEAREST JOINT (TYP)

PROTECT EXISTING

STORM SEWER

CONTRACTOR TO VERIFY

LOCATION AND DEPTH

PRIOR TO CONSTRUCTION

PROTECT EXISTING

PCC SIDEWALK (TYP)

PROTECT EXISTING

PCC PAVING (TYP)

REMOVE TO EDGE OF

ASPHALT PAVING

PROTECT EXISTING

PCC PAVING (TYP)

A B C D E F

W

ES

TO

W

N P

KW

Y, S U

IT

E

W

ES

T D

ES

M

O

IN

ES

, I

O W

A

5.

3.

S

H

IV

E- H

AT

TE

R Y.

C O

M

A B C D E F

D R

AW

N

B Y

AP

PR

O

VE

D B

Y

IS

SU

ED

F

O R

IS

SU

E D

AT

E

FI

EL

D B

O O

K

PR

O

JE

C

T N

U M

BE

R

Pr in te d:

D R

AW

N

B Y

AP

PR

O

VE

D B

Y

IS

SU

ED

F

O R

IS

SU

E D

AT

E

FI

EL

D B

O O

K

PR

O

JE

C

T N

U M

BE

R

Pr in te d: CD01

D

EM

O

LI

TI

O

N

PL

AN

KA

L

KA

L

CO

NS

TR

UC

TI

O

N

/0

8/

00 ---

.0

C H

ER

O

KE

E

M H

I

PA

R

KI

N G

L O

T

AD

D

IT

IO

N

IO

W

A

DE

PA

RT

M

EN

T O

F

AD

M

IN

IS

TR

AT

IV

E

SE

RV

IC

ES

W C

ED

AR

L O

O P, C

HE

RO

KE

E, IA

P:

\P ro je ct s\

DM

\2

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

_C ivi l\C D0

DE

M O

LI

TI

O N

PL

AN

.d wg

9/ 7/

0:

:1

AM

NORTH VIEW SOUTH VIEW

ASPHALT REMOVAL

PCC REMOVAL

SIDEWALK REMOVAL

36"

30"

42"

36"

36"

36"

CP-CX

CP-CX

CP-CX

CP-CX

FF = 1362.96

FF = 1367.27

CP-CX

STORM INT

RIM = 1362.50

IE (N-NE) = 1359.30 (12" HDPE)

STAIRS

DRAIN

SI

D

EW

AL

K

SI

D

EW

AL

K

SI

D

EW

AL

K

CONCRETE

CONCRETE

CONCRETE

STORM MH

RIM = 1356.07

IE (NE) = 1350.87 (15" RCP)

IE (W) = 1350.97 (15" RCP)

STORM MH

RIM = 1356.09

IE (E) = 1351.69 (15" RCP)

IE (W) = 1352.57 (15" HDPE)

SI

D

EW

AL

K

SI

D

EW

AL

K

STAIRS

CONCRETE

STAIRS

LANDING /

ENTRYWAY

STONE

COLUMNS (TYP.)

STAIRS

AS

PH

AL

T

STAIRS

UNDERG

RO

UND ELECTRICAL (PER M

APPING

MEDIUM VOLTAGE POWER

4.75' DEEP

MEDIUM VOLTAGE POWER

4.58' DEEP

MEDIUM VOLTAGE POWER

4.42' DEEP

LIGHTING POWER

1.83' DEEP

15" STORM15" STORM

12" STORM

6" RO

O

F DRAIN

6" R

OOF DRAIN

6" ROOF DRAIN

C O

N C

R

ET

E

(A

PP

R O

XI

M

AT

E

LO

C

AT

IO

N

R=5.00' R=5.0 0'

.0

0' (T

YP

18.00'

(TYP)

9.

(T

YP

18.00'

(TYP)

9.

(T

YP

24.00'

(TYP)

5.

(T

YP

5.00'

(TYP)

6" PCC

PAVING (TYP)

4" WIDE, PAVEMENT

STRIPING, WHITE (TYP)

5" PCC

PAVING (TYP)

HATCH STRIPING 4" WIDE,

2" O.C., WHITE (TYP)

2' SIDEWALK EXTENSION

(BID ALTERNATE)

SEE SIDEWALK

UNDERPINNING DETAIL

CONSTRUCTION

LIMITS (TYP)

5" PCC

SIDEWALK

6" PCC

PAVING

6" PCC

PAVING

5" PCC

SIDEWALK (TYP)

DRILL JOINTS

INTO ABUTTING

PAVEMENT (TYP)

SEED DISTURBED AREAS

NOT TO BE PAVED (TYP)

2.00'

R=15.00'

R=1 5.0

0'

18"

30"

48"

36"

36"

CP-CX

CP-CX

STORM MH

RIM = 1358.76

IE (E) = 1353.54 (15" RCP)

IE (W) = 1353.81 (15" RCP)

STORM INT

RIM = 1358.36

IE (E) = 1354.16 (15" RCP)

MH

RIM = 1361.62

SIDEWALK

SI

D

EW

AL

K

SI

D

EW

AL

K

CONCRETE

BA

R

BW

IR

E / C

H

AI

N

LI

N K

SE

C

U R

IT

Y

FE

N

C

IN

G

CONCRETE

STONE

COLUMNS (TYP.)

LANDSCAPING

ACCESS

SI

D

EW

AL

K

SIDEWALK / ENTRY RAMP

U N

D

ER

G R

O U

N D

E

LE

C

TR

IC

AL

(P

ER

M

AP

PI

N

G

W

AT

ER

S

ER

VI

C E

(P

ER

M

AP

PI

N

G

U N

D

ER

G R

O U

N D

E

LE

C

TR

IC

AL

(P

ER

M

AP

PI

N

G

LIGHT POLE POWER

2' DEEP

1' WEST OF SIDEWALK

LIGHT POLE POWER

2' DEEP

3.75' WEST OF SIDEWALK

2' SIDEWALK EXTENSION

(BID ALTERNATE)

SEE SIDEWALK

UNDERPINNING DETAIL

2.00'

2.00'

A B C D E F

W

ES

TO

W

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KW

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IT

E

W

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T D

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, I

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A B C D E F

D R

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IS

SU

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F

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IS

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E

M H

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PA

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KI

N G

L O

T

AD

D

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IO

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W

A

DE

PA

RT

M

EN

T O

F

AD

M

IN

IS

TR

AT

IV

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SE

RV

IC

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AR

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AM

NORTH VIEW SOUTH VIEW

5" PCC PAVING

5" PCC SIDEWALK

(BASE BID)

6" PCC PAVING

5" PCC SIDEWALK

(ALTERNATE BID)

30"

42"

36"

36"

36"

CP-CX

CP-CX

CP-CX

CP-CX

FF = 1362.96

FF = 1367.27

CP-CX

STORM INT

RIM = 1362.50

IE (N-NE) = 1359.30 (12" HDPE)

STAIRS

DRAIN

SI

D

EW

AL

K

SI

D

EW

AL

K

SI

D

EW

AL

K

CONCRETE

CONCRETE

CONCRETE

STORM MH

RIM = 1356.07

IE (NE) = 1350.87 (15" RCP)

IE (W) = 1350.97 (15" RCP)

STORM MH

RIM = 1356.09

IE (E) = 1351.69 (15" RCP)

IE (W) = 1352.57 (15" HDPE)

SI

D

EW

AL

K

SI

D

EW

AL

K

STAIRS

CONCRETE

STAIRS

LANDING /

ENTRYWAY

STONE

COLUMNS (TYP.)

STAIRS

AS

PH

AL

T

STAIRS

UNDERG

RO

UND ELECTRICAL (PER M

APPING

MEDIUM VOLTAGE POWER

4.75' DEEP

MEDIUM VOLTAGE POWER

4.58' DEEP

MEDIUM VOLTAGE POWER

4.42' DEEP

LIGHTING POWER

1.83' DEEP

15" STORM15" STORM

12" STORM

6" RO

O

F DRAIN

6" R

OOF DRAIN

6" ROOF DRAIN

C O

N C

R

ET

E

(A

PP

R O

XI

M

AT

E

LO

C

AT

IO

N

MATCH EXISTING

GRADES (TYP)

GRADING

LIMITS (TYP)

MATCH EXISTING

GRADES (TYP)

MATCH EXISTING

GRADES (TYP)

(BID ALTERNATE)

MATCH EXISTING

GRADES (TYP)

MATCH EXISTING

GRADES (TYP)

1362 1361

1360.85

1360.49

1360.35

1360.30 13

.65

.70

.56

.20

.92

.70 1361.40

1361.17 13

.11

.99

.85

.40

.35 1362.30

1361.80 13

.61

.49

1361.37

1362.24

1362.16

1361.69 1361.57

SILT FENCE

(TYP)

INLET

PROTECTION

18"

30"

48"

36"

36"

CP-CX

CP-CX

STORM MH

RIM = 1358.76

IE (E) = 1353.54 (15" RCP)

IE (W) = 1353.81 (15" RCP)

STORM INT

RIM = 1358.36

IE (E) = 1354.16 (15" RCP)

MH

RIM = 1361.62

SIDEWALK

SI

D

EW

AL

K

SI

D

EW

AL

K

CONCRETE

BA

R

BW

IR

E / C

H

AI

N

LI

N K

SE

C

U R

IT

Y

FE

N

C

IN

G

CONCRETE

STONE

COLUMNS (TYP.)

LANDSCAPING

ACCESS

SI

D

EW

AL

K

SIDEWALK / ENTRY RAMP

U N

D

ER

G R

O U

N D

E

LE

C

TR

IC

AL

(P

ER

M

AP

PI

N

G

W

AT

ER

S

ER

VI

C E

(P

ER

M

AP

PI

N

G

U N

D

ER

G R

O U

N D

E

LE

C

TR

IC

AL

(P

ER

M

AP

PI

N

G

LIGHT POLE POWER

2' DEEP

1' WEST OF SIDEWALK

LIGHT POLE POWER

2' DEEP

3.75' WEST OF SIDEWALK

MATCH EXISTING

ELEVATIONS (TYP)

MATCH EXISTING

ELEVATIONS (TYP)

A B C D E F

W

ES

TO

W

N P

KW

Y, S U

IT

E

W

ES

T D

ES

M

O

IN

ES

, I

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S

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TE

R Y.

C O

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A B C D E F

D R

AW

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AP

PR

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VE

D B

Y

IS

SU

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F

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IS

SU

E D

AT

E

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EL

D B

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C

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R

Pr in te d: C201

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G P

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L

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C H

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W

A

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M

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RV

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NORTH VIEW SOUTH VIEW

W

ES

TO

W

N P

KW

Y, S U

IT

E

W

ES

T D

ES

M

O

IN

ES

, I

O W

A

5.

3.

S

H

IV

E- H

AT

TE

R Y.

C O

M

A B C D E F

D R

AW

N

B Y

AP

PR

O

VE

D B

Y

IS

SU

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F

O R

IS

SU

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AT

E

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EL

D B

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K

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Pr in te d: C501

C O

N

ST

R U

C

TI

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LS

KA

L

KA

L

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NS

TR

UC

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O

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/0

8/

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C H

ER

O

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E

M H

I

PA

R

KI

N G

L O

T

AD

D

IT

IO

N

IO

W

A

DE

PA

RT

M

EN

T O

F

AD

M

IN

IS

TR

AT

IV

E

SE

RV

IC

ES

W C

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AR

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9/ 7/

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AM

D4 PAVEMENT CROSS-SECTION

6"

SCARIFIED AND

RECOMPACTED SUBGRADE

(95% STANDARD PROCTOR

DENSITY)

EXISTING SUBGRADE OR

COMPACTED FILL (95%

STANDARD PROCTOR

DENSITY)

P.C.C.

6" PCC PAVING

12"

A2 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

PO

ST

'-0

" M

IN

ENGINEERING FABRIC TO BE

TYPICAL SECTION

FORESLOPE

ENGINEERING

FABRIC

ENGINEERING FABRIC

FLOW

SILT FENCE DITCH CHECK

TYPICAL SECTION

PO

ST

'-0

" M

IN

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

6"

5"

EXISTING SUBGRADE OR

COMPACTED FILL (95%

STANDARD PROCTOR

DENSITY)

SCARIFIED AND

RECOMPACTED SUBGRADE

(95% STANDARD PROCTOR

DENSITY)

P.C.C.

5" PCC PAVING/

SIDEWALK

EXISTING

SIDEWALK

PROPOSED

SIDEWALK WIDENING

5"

3" 2"

2.00'

2" MIN.

D3 SIDEWALK UNDERPINNING DETAIL

A4 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-4632

ASTM D-4833

ASTM D-3786

ASTM D-4533

ASTM D-4355

ASTM D-4751

ASTM D-4491

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-4632

ASTM D-4833

ASTM D-3786

ASTM D-4533

ASTM D-4355

ASTM D-4751

ASTM D-4491

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

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 Size 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 Size

Dowel Diameter

NOTE: EXISTING SIDEWALK

DEPTH HAS BEEN FOUND TO

BE APPROXIMATELY 3"

THROUGH FIELD VERIFICATION.

MATCH EXISTING

SIDEWALK JOINTS

THICKEN UNDERPINNING

AS REQUIRED FOR

CONSTRUCTIBILITY

HAND EXCAVATE

UNDERPINNING

AS REQUIRED

30"

42"

36"

36"

36"

CP-CX

CP-CX

CP-CX

CP-CX

FF = 1362.96

FF = 1367.27

CP-CX

STORM INT

RIM = 1362.50

IE (N-NE) = 1359.30 (12" HDPE)

STAIRS

DRAIN

SI

D

EW

AL

K

SI

D

EW

AL

K

SI

D

EW

AL

K

CONCRETE

CONCRETE

CONCRETE

STORM MH

RIM = 1356.07

IE (NE) = 1350.87 (15" RCP)

IE (W) = 1350.97 (15" RCP)

STORM MH

RIM = 1356.09

IE (E) = 1351.69 (15" RCP)

IE (W) = 1352.57 (15" HDPE)

SI

D

EW

AL

K

SI

D

EW

AL

K

STAIRS

CONCRETE

STAIRS

LANDING /

ENTRYWAY

STONE

COLUMNS (TYP.)

STAIRS

AS

PH

AL

T

STAIRS

UNDERG

RO

UND ELECTRICAL (PER M

APPING

MEDIUM VOLTAGE POWER

4.75' DEEP

MEDIUM VOLTAGE POWER

4.58' DEEP

MEDIUM VOLTAGE POWER

4.42' DEEP

LIGHTING POWER

1.83' DEEP

15" STORM15" STORM

12" STORM

6" RO

O

F DRAIN

6" R

OOF DRAIN

6" ROOF DRAIN

C O

N C

R

ET

E

(A

PP

R O

XI

M

AT

E

LO

C

AT

IO

N

S2

E1

E2

E3

A B C D E F

W

ES

TO

W

N P

KW

Y, S U

IT

E

W

ES

T D

ES

M

O

IN

ES

, I

O W

A

5.

3.

S

H

IV

E- H

AT

TE

R Y.

C O

M

A B C D E F

NORTH VIEW

1. ***

SCHEDULE NOTES:

A.

B.

C.

D.

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. ALL LIGHT FIXTURES SHALL BE PROVIDED WITH INTEGRAL DISCONNECT(S) FACTORY INSTALLED IN ACCORDANCE WITH NEC. REFER TO SPECIFICATIONS FOR SHOP DRAWING SUBMITTAL REQUIREMENTS AND ADDITIONAL INFORMATION.

LIGHTING FIXTURE SCHEDULE - BASE BID

TYPE DESCRIPTION LENS-LOUVER MTG LIGHTING

OUTPUT/CCT DRIVER VOLT WATT BASIS OF

DESIGN APPROVED EQUIVALENT NOTES

S2

SINGLE HEAD POLE FIXTURE, DIE-CAST ALUMINUM HOUSING, DIRECT

ARM MOUNT TYPE IV MEDIUM DISTRIBUTION, BACKLIGHT CONTROL

SHIELD WITH INTEGRAL SURGE SUPRESSION, 20' HIGH 4" SQUARE

STRAIGHT STEEL POLE WITH VIBRATION DAMPER

PRECISION-MOLDED

SILICONE LENS

POLE LED, 14810 LUMENS,

5000K

NOND 120 V 267 W CREE THE EDGE LITHONIA, BEACON, DECO

LIGHTING, EATON, PHILIPS,

OR APPROVED EQUIVALENT

REMOVABLE TOP CAP

A B

C

D

3" CLR.

LIGHT FIXTURE (SEE PLAN FOR TYPE)

STEEL POLE

3"x5" HAND HOLE OPEN. w/ 3 1/2" x6" #14 GA. STL. REMOVABLE COVER PLATE

GROUND LUG INSIDE POLE

LOCKING NUT, LEVELING NUT

PVC CONDUIT & WIRE.

REFER TO PLAN FOR

CONDUIT SIZE

4-#6 VERT. REBARS EQ. SPACED

#4 REBAR CLOSED TIES

12" O.C. VERT.

3000 PSI CONCRETE BASE

ALL ANCHOR BOLTS, NUTS, AND

WASHERS TO BE HOT-DIP GALVANIZED

NOTE:

POLE BASE SCHEDULE

4 -#6

REINFORCING

BARS

#4 TIES @

12" O.C.

FIXTURE

TYPE

POLE

HEIGHT

'A' - FT

BASE

HEIGHT

'B' - IN

BASE

DEPTH

'C' - IN

BASE

DIA.

'D' - IN

S2 20 24 72 24

3/ 4"

3"

6"

3" CLEAR

TOP VIEWSECTION

TI

LT

AN

G

LE

NOTE:

STEEL PLATED ANCHOR BOLTS TIED TO REBAR CAGE.

COORD WITH POLE MFGR. REQUIREMENTS.

3/4"x10' GROUND ROD w/ CLAMP

& #6 GND WIRE TO POLE BASE

SLIGHTLY BEVEL

TOP EDGE OF STEEL

BASE PLATE

CONC. PEDESTAL w/ 45 DEG.

CHAMFERED TOP EDGE

ELECTRICAL GENERAL NOTES

1. ALL WORK SHALL BE IN CONFORMANCE WITH THE NATIONAL

ELECTRICAL CODE - LATEST EDITION ADOPTED BY THE STATE,

THE STATE AMENDMENTS, LOCAL/MUNICIPAL CODES AND

ORDINANCES, AND THE AUTHORITY HAVING JURISDICTION.

THE COMPLETE INSTALLATION SHALL BE IN ACCORDANCE

WITH THE ADAAG (AMERICANS WITH DISABILITIES ACT

ACCESSIBILITY GUIDELINES).

2. IT IS THE INTENT OF THESE DOCUMENTS TO COMPLY WITH

THE APPLICABLE CODES. WHERE DISCREPANCIES OCCUR,

NOTIFY THE ENGINEER/ARCHITECT IN WRITING FOR

INTERPRETATION. CORRECT ANY INSTALLATION THAT FAILS

TO COMPLY WITH THE CODES AND STANDARDS AT NO

ADDITIONAL COST TO THE OWNER.

3. CONTRACTOR SHALL PROVIDE ALL WORK NECESSARY

INCLUDING ALL LABOR, MATERIALS, PERMITS, TAXES, FEES,

INSPECTIONS, HARDWARE, AND COST FOR INSTALLATION FOR

A COMPLETE AND OPERATIONAL SYSTEM.

4. ALL MATERIALS FURNISHED BY THE CONTRACTOR SHALL BE

NEW, COMPLETE WITH MANUFACTURER ’ S GUARANTEE OR

WARRANTY AND SHALL BE LISTED BY A NATIONALLY

RECOGNIZED TESTING LABORATORY (NRTL).

5. COORDINATE ELECTRICAL INSTALLATION WITH ALL TRADES

PRIOR TO INSTALLATION. IF ELECTRICAL WORK INSTALLED

INTERFERES WITH OTHER TRADES AFTER INSTALLATION, THE

CONTRACTOR SHALL MAKE ALL NECESSARY CHANGES TO

CORRECT THE CONDITION AT NO ADDITIONAL COST TO THE

OWNER.

6. NO ENERGIZED CONDUCTORS SHALL BE EXPOSED AT

ANYTIME EXCEPT WHEN THE IMMEDIATE AREA IS UNDER THE

SUPERVISION OF A QUALIFIED ELECTRICIAN.

7. CONTRACTOR SHALL KEEP THE WORK AREA CLEAN OF ALL

DEBRIS ON A DAILY BASIS. ALL NEW MATERIALS AWAITING

INSTALLATION SHALL BE KEPT IN AREAS DESIGNATED BY THE

OWNER.

8. THESE DRAWINGS SHALL NOT BE SCALED TO OBTAIN

DIMENSIONS. REFER TO DIMENSIONED CIVIL PLANS. IF THE

DIMENSIONS CANNOT BE DETERMINED BY THE INFORMATION

GIVEN, CONTRACTOR SHALL CONTACT THE ENGINEER FOR

ADDITIONAL INFORMATION.

9. PERIODIC SITE OBSERVATION BY THE ENGINEER IS SOLELY

FOR THE PURPOSE OF DETERMINING IF THE WORK OF THE

CONTRACTOR IS PROCEEDING IN ACCORDANCE WITH THE

CONTRACT DOCUMENTS. THIS LIMITED SITE OBSERVATION

SHOULD NOT BE CONSTRUED AS EXHAUSTIVE OR

CONTINUOUS TO CHECK THE QUALITY OR QUANTITY OF THE

WORK, BUT RATHER PERIODIC IN AN EFFORT TO GUARD THE

OWNER AGAINST DEFECTS OR DEFICIENCIES IN THE WORK OF

THE CONTRACTOR.

10. THE INFORMATION CONTAINED ON THE ELECTRICAL

DRAWINGS IS IN ITSELF INCOMPLETE AND VOID UNLESS USED

IN CONJUNCTION WITH ALL OTHER DISCIPLINE DRAWINGS,

THE SPECIFICATIONS, TRADE PRACTICES, OR APPLICABLE

STANDARDS, CODES, ETC., AND SHALL BE CONSIDERED THE

CONTRACT DOCUMENTS AND WITH ALL THEREIN BY

REFERENCE, WHICH THE CONTRACTOR CERTIFIES

KNOWLEDGE OF BY SIGNING THE CONTRACT.

11. CONTRACTOR IS TO ASSUME FULL RESPONSIBILITY,

UNRELIEVED BY REVIEW OF SHOP DRAWINGS OR PERIODIC

OBSERVATION OF CONSTRUCTION, FOR COMPLIANCE WITH

THE CONTRACT DOCUMENTS, FOR DIMENSIONS TO BE

CONFIRMED AND CORRELATED ON THE JOB SITE AND

BETWEEN INDIVIDUAL DRAWINGS OR SETS OF DRAWINGS FOR

FABRICATION PROCESSES AND CONSTRUCTION TECHNIQUES

(INCLUDING EXCAVATION, SHORING, SCAFFOLDING, BRACING,

ERECTION, FORM WORK, ETC.), FOR COORDINATION OF THE

VARIOUS TRADES, AND FOR SAFE CONDITIONS ON THE JOB

SITE. VARIATIONS IN FIELD CONDITIONS RELATIVE TO THE

CONTRACT DOCUMENTS SHALL BE REPORTED TO THE

ENGINEER AS SOON AS THEY ARE FOUND. WORK SHALL NOT

PROGRESS UNTIL WRITTEN PERMISSION FROM THE ENGINEER

IS OBTAINED.

KEYNOTES

KEY NOTE

E1 FURNISH AND INSTALL 12" X12" HAND HOLE TO INTERCEPT EXISTING

SITE LIGHTING CIRCUIT. PROVIDE NEW FEEDER TO EXISTING LIGHT

POLE AND NEW LIGHT POLES/ CIRCUIT WITH 2#8 AND 1#8 GND IN 1

1/4" CONDUIT.

E2 EXTENDED EXISTING LIGHTING CIRCUIT TO NEW LIGHT FIXTURES

NOT TO SCALEF1 DETAIL LIGHT FIXTURE POLE MOUNTING DETAIL

F2 HANDHOLE DETAIL

"GROUND" LOGO

PULL SLOT

SKID RESISTANT SURFACE

NOTES:

1. DRIVE GROUND ROD IN CENTER OF 12"X12" OPEN BASE THROUGH PEA GRAVEL FILL.

2. UTILIZE QUAZITE BOX #PG1324BA18 WITH #PG1324CA0024 COVER

12" 12"

18"

NOT TO SCALE

STAINLESS STEEL HEX

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3" C

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E3 12" x 12" HANDHOLE TO EXTEND LIGHTING CIRCUIT FOR FUTURE

LIGHT POLES.