W52P1J-22-R-5002 -- Solicitation Attachment 0003 -- Appendix B Drawings.pdf

ROCK ISLAND ARSENAL

G-001

C O

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PROJECT: BUILD SPLASH PAD AT

MEMORIAL PARK

APPENDIX B: DRAWINGS

PR NO: 2022-102

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GENERAL (APPENDIX B)

TITLE OF DRAWING

SHEET

ID.

ELECTRICAL (APPENDIX B)

G-001 COVER SHEET

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NOT TO SCALE (NTS)

G-002

G-002 PROJECT LOCATION, DRAWING INDEX, ABBREVIATIONS, SYMBOLS, AND GENERAL SHEET NOTES

E-102 ELECTRICAL PLAN

E-101 ELECTRICAL PLAN

D7

INDEX OF DRAWINGS

ROCK ISLAND

ARSENAL

ILLINOIS

IOWA

INDIANA

KENTUCKY

MISSOURI

WISCONSIN

CHICAGO

ST. LOUIS

A7

VICINITY & AERIAL MAPS

OF ROCK ISLAND ARSENAL

PROJECT LOCATION

CIVIL (APPENDIX B)

C-102 QUANTITIES AND TYPICALS

C-101 QUANTITIES AND TYPICALS

GENERAL NOTES

DETAIL

NUMBER (TYP.)

AREA COVERED BY DETAIL

KEYNOTE

TAG

SCALE

DETAIL IDENTIFIER (MODULE LETTER AND NUMBER)

A1

NORTH ARROW

PLAN, ELEVATION, SECTION, OR DETAIL NAME

PLAN, ELEVATION, SECTION, OR DETAIL VIEW TITLE

SYMBOLS:

VIEW TITLES:

ARCHITECTURAL ABBREVIATIONS

A-000

A-000

SECTION NUMBER

DWG. NO. WHERE

SECTION IS DRAWN

SECTION MARK

A-000

ELEVATION NUMBER

DWG. NO. WHERE

ELEVATION IS DRAWN

BUILDING ELEVATION MARK

DWG. NO. WHERE

DETAIL IS DRAWN

CALLOUT HEAD

ABOVE FINISHED FLOOR

ACCESS DOOR / PANEL

AMERICAN WITH DISABILITIES

ACCESSIBILITY GUIDELINES

ACCESSORIES

ADJUST/ ADJUSTABLE

ANCHOR BOLT

ANODIZED

ALUMINUM

AND

ANGLE

APPROVED

APPROXIMATE

ARCHITECTURAL

AT

ANTI TERRORISM / FORCE PROTECTION

AVERAGE

BEAM

BLOCKING

BOARD

BOTTOM

CONTRACTOR FURNISHED CONTRACTOR

INSTALLED

CHANNEL

CENTER

CENTER LINE

CENTER TO CENTER

CLEAR

CLEANOUT

COMPANY

COLUMN

CONCRETE

CONTRACTING OFFICER'S

REPRESENTATIVE

CONSTRUCTION

CONTINUOUS

CONTRACTOR

CONTROL JOINT

CUBIC YARD

DETAIL

DIAMETER

DIMENSION

DRAWING

EACH

ELECTRICAL OR ELECTRIC

ELEVATION

EPOXY PAINT

ENGINEER

EQUIPMENT

EQUAL

EXISTING

EXTERIOR

FACTORY

FEET

AFF

ACC DR

ADAAG

ACCESS

ADJ

AB

ANOD

AL / ALUM

L

APP

APPROX

ARCH

ATFP

AVG

BM

BLKG

BD

BTM

CFCI

CH

CTR

C TO C

CT

CLR

CO

COL

CONC

COR

CONST

CONT

CONTR

CJ

CY

DET

DIA

DIM

DWG

EA

ELEC

EL

EP

ENGR

EQUIP

EQ

EXIST

EXT

FAC

FT

FINISH

FLAT PAINT

FLOOR DRAIN

FOOTING

FOUNDATION

FIELD VERIFY

GAGE OR GAUGE

GALVANIZED

GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

GLOSSY PAINT

GOVERNMENT

HEIGHT

HIGH

HIGH POINT

HOLLOW METAL

HORIZONTAL

HOSE BIBB

INTERNATIONAL BUILDING

CODE

INCH

INSIDE DIAMETER

INSULATION

INTERIOR

JOINT

LIGHT

LIGHTING

LONGITUDINAL

LOUVER

LOW POINT

MANAGER

MANUFACTURER

MATERIAL

MAXIMUM

MECHANICAL

METAL

METAL WALL PANEL

MINIMUM

MISCELLANEOUS

NOT IN CONTRACT

NUMBER

NOT TO SCALE

NATIONAL FIRE PROTECTION

ASSOCIATION

ON CENTER

OWNER FURNISHED

CONTRACTOR INSTALLED

OWNER FURNISHED

GOVERNMENT INSTALLED

OPENING

OPPOSITE

OUTSIDE DIAMETER

OCCUPATIONAL SAFETY AND

HEALTH ACT

FIN

FLR

FD

FTG

FDN

FV

GA

GALV

GFCI

GFGI

GP

GOVT

HT

H

HP

HM

HORIZ

HB

IBC

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ID

INSUL

INT

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LTG

LONG

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LP

R

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MAX

MECH

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MWP

MIN

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NO (#)

NTS

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OC

OFCI

OFGI

OPNG

OPP

OD

OSHA

OVERHEAD

PAINT

PAIR

PANEL

PLASTIC

PLATE

PLYWOOD

POUNDS

POUNDS / SQUARE FOOT

POUNDS / SQUARE INCH

PRE-MOLDED JOINT FILLER

PREFABRICATED

REINFORCEMENT

REQUIRED

REVISIONS / REVISED

ROUGH OPENING

SEALED CONCRETE

SCHEDULE

SECTION

SEMI-GLOSS PAINT

SHEET METAL

SIMILAR

SPECIFICATION

SQUARE

STAINLESS STEEL

STANDARD

STEEL

STORAGE

STRUCTURAL

SUSPENDED

THICK

TOP OF

TOP OF BEAM

TOP OF CONCRETE

TOP OF CURB

TOP OF STEEL

TYPICAL

UNIFIED FACILITIES CRITERIA

UNDERWRITERS LABORATORIES

UNFINISHED

UNLESS NOTED OTHERWISE

VERTICAL

WIDTH

WITH

WALL CLEAN OUT

WITHOUT

WEATHERSTRIPPING

YARD

OVHD

PT

PR

PNL

PLAS

PL

PLYWD

LBS OR #

PSF

PSI

PMJF

PRE-FAB

REINF

REQ'D

REV

RO

SC

SCHED

SECT

SGP

SHT MET

SIM

SPEC(S)

SQ

SS

STD

STL

STOR

STRUCT

SUSP

THK

T/

TOB

TOC

T/C

TOS

TYP

UFC

UL

UNFIN

UNO

VERT

W

W/

WCO

W/O

WS

YD

1. NOTES FOUND ON G-SHEETS, ARE GENERAL NOTES AND APPLY TO THE ENTIRE PROJECT TO INCLUDE

THE COMPLETE PLAN SET AND SPECIFICATIONS, UNLESS NOTED OTHERWISE. SHEET NOTES APPLY TO

ALL PLANS, ELEVATIONS, SECTIONS, AND DETAILS FOR THAT SHEET, UNLESS NOTED OTHERWISE.

KEYNOTES APPLY TO ELEMENTS ON THE SHEET AS INDICATED, UNLESS NOTED OTHERWISE.

2. THE DRAWINGS INDICATE THE GENERAL EXTENT OF WORK. THE DRAWINGS ARE NOT INTENDED TO

INDICATE OR DESCRIBE ALL WORK REQUIRED FOR THE FULL PERFORMANCE AND COMPLETION OF THE

REQUIREMENTS OF THE CONTRACT DOCUMENTS.

3. WORK ITEMS ENUMERATED IN ONE PORTION OF THE CONTRACT DOCUMENTS SHALL NOT BE CONSTRUED

TO EXCLUDE OTHER ITEMS NECESSARY OR IMPLIED THEREFROM ELSEWHERE IN THE DOCUMENTS.

4. COORDINATE THE WORK SO THAT NO WORK IS LEFT IN AN UNFINISHED OR INCOMPLETE CONDITION.

5. THE CONTRACTOR SHALL PROTECT EXISTING AND NEW WORK. NFPA 241, STANDARD FOR

SAFEGUARDING CONSTRUCTION, AND ALTERATION OPERATIONS SHALL BE APPLIED.

6. ITEMS NOTED "N.I.C." ARE EXCLUDED FROM THE CONSTRUCTION SCOPE OF WORK, UNLESS

MODIFICATIONS REQUIRED TO PERFORM OTHER WORK REQUIRES MODIFICATIONS OF THOSE NOTED

ITEMS.

7. THE CONTRACTOR SHALL PAY FOR AND COORDINATE THE REMOVAL AND LEGAL DISPOSAL OF

MATERIALS AND RUBBISH CREATED DURING THE PROJECT TO A SITE OFF THE RIA INSTALLATION. EMPTY

DUMPSTERS AND LEGALLY DISPOSE WASTE OFF SITE DAILY. DUMPSTERS SHALL BE LOCATED ON SITE IN

ACCORDANCE WITH THE SETBACK DISTANCES REQUIRED BY THE UFC 4-010-01 DOD MINIMUM

ANTITERRORISM STANDARDS FOR BUILDINGS AND SHALL BE INSPECTED BY FORCE PROTECTION PRIOR

TO BEING MOVED CLOSER TO, OR INSIDE OF THE BUILDING.

8. DIMENSIONS AND PLANS ARE NOT WARRANTED AS ACCURATE. PRIOR TO BID, THE CONTRACTOR SHALL

FIELD VERIFY DIMENSIONS AND EXISTING CONDITIONS THAT MAY AFFECT THE WORK .

9. DO NOT SCALE DRAWINGS; LARGE SCALE DETAILS GOVERN OVER SMALL SCALE DETAILS.

10. PRODUCTS LISTED IN THE DRAWINGS REPRESENT A DESIGN BASIS. THE CONTRACTOR CAN SUBSTITUTE

PRODUCTS THAT ARE EQUAL OR BETTER THAN THE DESIGN BASIS IF SUBMITTED TO THE C.O.R. AND

APPROVED BY THE GOVERNMENT.

11. DISSIMILAR METALS SHALL BE ISOLATED FROM EACH OTHER TO AVOID GALVANIC CORROSION.

12. THE CONTRACTOR SHALL PLAN THEIR WORK TO PROVIDE ADEQUATE PROTECTION FOR PERSONS AND

PROPERTY, AND EXECUTE THE WORK IN SUCH A MANNER TO AVOID ANY HAZARD TO PERSONS AND

PROPERTY AS NECESSARY.

13. PRODUCTS LISTED ON DRAWINGS AND NOT INDICATED IN SPECIFICATIONS SHALL BE SUBMITTED FOR

GOVERNMENT APPROVAL. CONTRACTOR SHALL ADD THESE TO THEIR SUBMITTAL REGISTER. PRODUCTS

LISTED ON DRAWINGS TAKE PRECEDENCE OVER SPECIFICATIONS.

14. DEMOLITION OR NEW WORK MAY NOT BE INDICATED ON THEIR CORRESPONDING SHEETS, BUT MAY BE

REQUIRED FOR WORK TO BE PERFORMED.

15. THE CONTRACTOR SHALL COORDINATE PARKING, JOB TRAILER, STAGING, DUMPSTER LOCATIONS AND

OTHER NECESSARY SPACES WITH C.O.R.

16. PROTECT OR RELOCATE ADJACENT ITEMS, EQUIPMENT, AND STRUCTURES AS NECESSARY TO

FACILITATE THE EXECUTION OF THE WORK. MAINTAIN THE EXISTING PERFORMANCE CAPABILITIES OF

THE RESPECTIVE PROTECTED AND MOVED ITEMS, EQUIPMENT AND STRUCTURES.

17. IN ORDER TO MORE CLEARLY DEPICT WORK BEING IDENTIFIED ON A DRAWING, CONTRACTED WORK

ITEMS ARE GENERALLY SHOWN IN HEAVY (BOLD) LINE WEIGHT AND BLACK LINE WORK. GRAY SCALE

LINE WORK, GENERALLY DENOTES EXISTING CONDITIONS. NOTE: THERE ARE EXCEPTIONS TO THESE

RULES AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO THOROUGHLY REVIEW DRAWINGS AND

REQUEST ADDITIONAL INFORMATION PRIOR TO BIDDING. NOTE THAT WORK SHOWN ON ONE DRAWING

MAY INDICATE OR IMPLY WORK TO BE PERFORMED ON OTHER DRAWINGS THAT IS NOT CURRENTLY

INDICATED.

18. NORMAL INSTALLATION WORKING HOURS WILL BE BETWEEN 0700-1700, MONDAY THROUGH FRIDAY.

HOURS OUTSIDE THE NORMAL RANGE REQUIRES COORDINATION AND APPROVAL FROM THE

CONTRACTING OFFICER'S REPRESENTATIVE (C.O.R.) TWO WEEKS PRIOR. THE FACILITY WILL BE

CLOSED ON GOVERNMENT HOLIDAYS. CONTACT THE C.O.R. FOR A LIST OF GOVERNMENT HOLIDAYS.

19. THE CONTRACTOR SHALL MAKE REQUESTS TO DISCONNECT POWER OR UTILITIES PER

SPECIFICATIONS. WORK REQUIRING POWER REMOVAL SHALL BE DONE IN A TIMELY MANNER AND

OUTSIDE NORMAL INSTALLATION WORKING HOURS WHEN POSSIBLE. WHEN SAFE CONDITIONS ARE

RE-ESTABLISHED FOR BOTH THE CONTRACTOR AND THE PUBLIC, THE CONTRACTOR SHALL

IMMEDIATELY RESTORE THE POWER.

20. THE CONTRACTOR SHALL OBTAIN NECESSARY BUILDING AND FIRE PERMITS FROM THE INSTALLATION

AUTHORITIES HAVING JURISDICTION.

21. THE CONTRACTOR SHALL COMPLY WITH THE ROCK ISLAND ARSENAL POLICIES AND PROCEDURES.

22. THE CONTRACTOR SHALL PERFORM WORK IN ACCORDANCE WITH APPLICABLE CODES, ORDINANCES, AND REGULATORY AGENCIES. ANY CONFLICTS WITH THE CODE AND THE CONTRACT DOCUMENTS

ARE TO BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE C.O.R.

23. WORK SHALL BE DONE USING THE DEGREE OF SKILL, EFFICIENCY AND KNOWLEDGE THAT IS

COMMONLY USED BY THOSE EMPLOYED TO PERFORM THAT PARTICULAR TYPE OF WORK. CONFORM

TO APPLICABLE INDUSTRY OR MANUFACTURER'S PUBLISHED STANDARDS FOR QUALITY OF

MATERIALS AND WORKMANSHIP, AS WELL AS, THE REQUIREMENTS IN THESE DRAWINGS AND

SPECIFICATIONS. CONFLICTING REQUIREMENTS OF THE SOURCES LISTED ABOVE SHALL BE BROUGHT

TO THE ATTENTION OF THE C.O.R. PRIOR TO PROCEEDING WITH THE WORK.

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C-103 GENERAL NOTES

C-104 EXISTING SITE PLAN (NORTH)

C-105 PROPOSED SITE PLAN

C-106 PROPOSED SITE PLAN (NORTH)

C-107 PROPOSED SITE PLAN (NORTH)

C-108 PROPOSED SITE PLAN (SOUTH)

SPLASH PAD DRAWINGS (APPENDIX C)

A-001 SPLASH PAD - SITE PLAN AND GENERAL NOTES

A-002 SPLASH PAD - ANCHOR PLAN

C-001 SPLASH PAD - ANCHOR DETAILS

C-002 SPLASH PAD - ANCHOR DETAILS

FT-001 SPLASH PAD - FIXTURE DETAILS

PE-001 SPLASH PAD - PLUMBING AND ELECTRICAL LAYOUT

E-001 SPLASH PAD - BONDING LAYOUT

ED-001 SPLASH PAD - ELECTRICAL DETAILS

AutoCAD SHX Text

NORTH

NORTH

C-101

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SYMBOLS

EX. ELECTRICAL BOX

EX. TREE

EX. UTILITY POLE/SIREN

EX. TELEPHONE PED

FEN EX. FENCE LINE

OHE EX. OVERHEAD ELECTRIC

UE EX. UNDERGROUND ELECTRIC

NOTE

1.) THE CONTRACTOR SHALL FOLLOW THE IOWA STATE WIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS) FOR THE CIVIL PORTION OF THE

PROJECT. THE SPECIFICATIONS CAN BE FOUND AT https://iowasudas.org/manuals/specifications-manual/

2.) MATERIAL SUBMITTALS ARE REQUIRED FOR ALL MATERIAL USED FOR THE PROJECT. MATERIAL SPECIFICATIONS CAN BE FOUND IN THE

SUDAS SPECIFICATIONS.

3.) THE FOLLOWING QUANTITIES ARE FOR CONCEPTUAL PURPOSES AND MAY BE ALTERED BY THE MANUFACTURES SPECIFICATIONS OF THE SPLASH PAD. REGARDLESS OF THE MANUFACTURES SPECIFICATIONS A 5' WIDE SIDEWALK IS REQUIRED AROUND THE PERIMETER OF THE

SPLASH PAD.

4.) THE CLASS 13 EXCAVATION INCLUDES A 30% SHRINK ADDED TO THE QUANTITY.

5.) BID ITEMS 13-17 HAVE SUPPLEMENTAL SPECIFICATIONS DEFINED ON SHEET C-102.

PROPOSED TOPSOIL AREA

T

E

EX. GUY WIRE

2'' HDPE << EX. SANITARY SEWER 2" HDPE

2'' W EX. 2" WATER LINE

EX. WATER UTILITY MH

EX. BOLLARD

TYPICAL BERM CROSS SECTION

SCALE: 1" = 2'

EX. GROUND PROFILE

PROP. BERM

TOP OF BERM

TARGET ELEV. = 573.32'

TOP OF BERM

TARGET ELEV. = 573.32'

TOE OF BERM

TARGET ELEV. = 572.10'4:1 SLO

PE 3:1 SLOPE

NOTE:

1.)THE INVERT TO 18" CLAY PIPE THAT

LEADS TO THE RIVER IS 571.62'.

PLACE EROSION STONE & ENGINEERING FABRIC

ALONG THE INSIDE AND BOTTOM OF

THE PROPOSED BERM AT A 6" DEPTH

2'

4' (3.9')

(4.5')

PROP. WATER BACKFILL PREVENTER

PROP. WATER VALVE

WV

C-102

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SUPPLEMENTAL PLUMBING SPECIFICATIONS

ITEM DESCRIPTION

BASIS OF DESIGN

MANUFACTURER

BACKFLOW

PREVENTER

BACKFLOW PREVENTION DEVICES MUST BE

APPROVED BY THE STATE OR LOCAL

REGULATORY AGENCIES. IF THERE IS NO STATE

OR LOCAL REGULATORY AGENCY

REQUIREMENTS, THE BACKFLOW PREVENTION

DEVICES MUST BE LISTED BY THE FOUNDATION

FOR CROSS-CONNECTION CONTROL & HYDRAULIC

RESEARCH, OR ANY OTHER APPROVED TESTING

LABORATORY HAVING EQUIVALENT CAPABILITIES

FOR BOTH LABORATORY AND FIELD EVALUATION

OF BACKFLOW PREVENTION DEVICES AND

ASSEMBLIES. REDUCED PRESSURE PRINCIPLE

BACKFLOW PREVENTERS SHALL CONFORM TO

ASSE 1013. AIR GAPS IN PLUMBING SYSTEMS

SHALL CONFORM TO ASME A112.1.2. PROVIDE

QUARTER-TURN BALL VALVES, BRONZE INLET

STRAINER. INSTALL UNIONS ON BOTH SIDES OF

BACKFLOW PREVENTER TO ALLOW FOR

REMOVAL. SIZE SHALL BE 2" WITH A MAXIMUM

PRESSURE DROP OF 15 PSI AT 80 GPM.

WATTS SERIES 009

VALVE BOX

THE ENCLOSURE SHALL BE OF LIFELIKE

POLYETHYLENE CONSTRUCTION WITH NOT

INSULATION, PROVIDING ACCESS THROUGH

DOORS FOR TESTING/CERTIFICATION PURPOSES.

IT MUST ALSO BE REMOVABLE FOR MAINTENANCE

PURPOSES. NO WOOD OR “PARTICLE BOARD”

SHALL BE ALLOWED IN ASSEMBLY. THE

ENCLOSURES ARE PROVIDED WITH MEANS OF

PERMANENT ANCHOR. ALL “WET” PORTIONS OF

THE BACKFLOW PREVENTION ASSEMBLY SHALL

BE PROTECTED WITHIN THE ENCLOSURE.

PROVIDE CONCRETE PAD IN ACCORDANCE WITH

MANUFACTURER'S RECOMMENDATIONS.

WATTS MODEL

WATTSROCK WPLRN-2

UNDERGROUND

WATER PIPING

SEAMLESS COPPER WATER TUBE, ASTM B88.

TYPE K SOFT COPPER. BRAZED JOINTS SHALL BE

MADE IN CONFORMANCE WITH AWS B2.2/B2.2M,

ASME B16.50, AND CDA A4015 WITH FLUX AND ARE

ACCEPTABLE FOR ALL PIPE SIZES. COPPER TO

COPPER JOINTS SHALL INCLUDE THE USE OF

COPPER-PHOSPHORUS OR

COPPER-PHOSPHORUS-SILVER BRAZING METAL

WITHOUT FLUX. BRAZING OF DISSIMILAR METALS

(COPPER TO BRONZE OR BRASS) SHALL INCLUDE

THE USE OF FLUX WITH EITHER A

COPPER-PHOSPHORUS,

COPPER-PHOSPHORUS-SILVER OR A SILVER

BRAZING FILLER METAL. SOLDERED JOINTS SHALL

BE MADE WITH FLUX AND ARE ONLY ACCEPTABLE

FOR PIPING 2 INCHES AND SMALLER. SOLDERED

JOINTS SHALL CONFORM TO ASME B31.5.

C-103

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E S

2 3 4 5 6 7 8 9 10

A

B

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D

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F

G

1 2 3 4

6 7 8 9 10

1.) THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 2021 EDITION OF THE STATEWIDE

URBAN DESIGN AND SPECIFICATIONS PROGRAM (SUDAS) UNLESS OTHERWISE NOTED. THE

SPECIFICATIONS CAN BE FOUND AT THE FOLLOWING WEBSITE https://iowasudas.org/

2.) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL EXISTING UTILITIES AND

PAVED STREETS, INCLUDING ANY NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL

VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER AND

DEPARTMENT OF PUBLIC WORKS IF ANY CONFLICTS WITH THE DRAWINGS OCCUR. ANY DAMAGE TO

EXISTING UTILITIES CAUSED BY TRENCHING AND GRADING OPERATIONS SHALL BE REPAIRED AT THE

CONTRACTOR'S EXPENSE. EXISTING UTILITY LOCATIONS SHOWN ON THE DRAWINGS ARE

APPROXIMATE. IT IS POSSIBLE THAT THERE ARE OTHER UTILITIES WHOSE EXISTENCE IS PRESENTLY

NOT KNOWN OR SHOWN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TYPE

AND LOCATION OF UNDERGROUND UTILITIES AND TO AVOID DAMAGE THERETO. MINOR CONFLICT

WITH UNDERGROUND UTILITIES THAT ARE ABANDONED BUT NOT REMOVED BY THE OWNER OF THE

UTILITY SHALL BE REMOVED AS NECESSARY FOR THE CONSTRUCTION OF THE PROJECT BY THE

CONTRACTOR. REMOVAL SHALL BE INCIDENTAL TO THE JOB AND SHALL NOT ENTITLE THE

CONTRACTOR TO ANY EXTRA COMPENSATION.

3.) THE DEPARTMENT OF PUBLIC WORKS SHALL HAVE ACCESS TO THE PROJECT FOR CONSTRUCTION

AND TO MAKE EXTENSIONS OR ADJUSTMENTS OF SERVICES.

4.) ALL UNSUITABLE MATERIAL, CONSTRUCTION DEBRIS RESULTING FROM CONSTRUCTION OPERATIONS

SHALL BE PROPERLY DISPOSED OF OFF-SITE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL

GUIDELINES.

5.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE WASTE AREAS OR DISPOSAL SITES

FOR EXCESS OR UNDESIRABLE MATERIAL. WHICH IS NOT TO BE INCORPORATED IN THE WORK

INVOLVED IN THIS PROJECT. NO PAYMENT FOR OVERHAUL WILL BE ALLOWED FOR MATERIAL HAULED

TO THESE SITES.

6.) THE CONTRACTOR SHALL PREVENT SILT AND DEBRIS FROM ENTERING STORM SEWERS AND

CULVERTS AND SHALL REMOVED ANY SUCH MATERIAL THAT ENTERS THEM.

7.) CARE SHALL BE TAKEN TO PREVENT STORM WATER FROM UNDERMINING THE PAVEMENT DURING

CONSTRUCTION. IF AREAS BECOME UNDERMINED, THEY SHALL BE REPAIRED IN A MANNER

ACCEPTABLE TO THE ENGINEER/C.O.R. REPRESENTATIVE. PRESSURE GROUTING MAY BE REQUIRED.

8.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ADJACENT STREETS FREE FROM

EXCESSIVE BUILD-UP OF SOIL AND/OR GRANULAR MATERIAL FROM THE PROJECT. THE CONTRACTOR

SHALL CLEAN EXCESS SOIL AND OTHER MATERIAL FROM THE ADJACENT STREETS AS REQUIRED BY

THE ENGINEER/C.O.R. REPRESENTATIVE. ANY DAMAGE DONE TO EXISTING STREETS SHALL BE

REPAIRED AT THE CONTRACTOR'S EXPENSE.

9.) THE CONTRACTOR SHALL TAKE MEASURES TO PREVENT THE SPREAD OF DUST FROM THE

CONSTRUCTION AREAS AND HAUL ROUTES, WHICH INCLUDE THE APPLICATION OF WATER AS

DIRECTED BY THE ENGINEER/C.O.R. REPRESENTATIVE. THIS WORK SHALL BE CONSIDERED

INCIDENTAL TO EARTH EXCAVATION.

10.) WHEN NOT INITIATED AT AN EXISTING JOINT, REMOVAL OF EXISTING CONCRETE PAVEMENT, ASPHALT

OR CONCRETE DRIVES AND SIDEWALKS SHALL BE INITIATED WITH FULL DEPTH SAW CUTS,

EXERCISING EXTREME CARE TO AVOID SURFACE BREAKS AND SPALLING. IF SURFACE BREAKS OR

SPALLING OCCUR, ADDITIONAL REMOVAL AND REPLACEMENT SHALL BE MADE AT THE CONTRACTOR'S

EXPENSE. THE COST OF SAW CUTS SHALL BE CONSIDERED INCIDENTAL TO THE COST OF

CONSTRUCTION.

11.) SPECIAL CARE SHALL BE TAKEN FORMING AT INTERSECTIONS SO THAT THE PROFILES

AND GRADES OBTAINED ARE AS SHOWN ON THE PLANS AND GRADE SHEETS. SHORT

LENGTHS OF FORMS OR FLEXIBLE FORMS MAY BE NECESSARY AT THESE LOCATIONS.

12.) ALL CONCRETE SHALL UTILIZE A SUDAS MIX DESIGN AND HAVE A COMPRESSIVE

STRENGTH OF 3,500 PSI AT 14 DAYS AND 4,000 PSI AT 28 DAYS.

13.) THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY DISCREPANCIES

ARE ENCOUNTERED BETWEEN THE PLANS AND SPECIFICATIONS AND THE EXISTING

FIELD CONDITIONS. WORK WARRANTING A CHANGE IN SCOPE SHALL BE SUBMITTED TO

THE C.O.R. WITHIN 30 DAYS OF NOTICE OR THE CONTRACTOR WILL FORFEIT RIGHTS TO

COMPENSATION FOR THE WORK.

14.) PUMPING GROUND WATER AND/OR STORM WATER FROM OPEN TRENCHES SHALL BE

CONSIDERED INCIDENTAL TO THE CONTRACT.

15.) CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE

CONTRACTOR AND SURVEY CREW AND COMPANY SHALL BE CONSIDERED COMPETENT

AND RESPONSIBLE FOR REPORTING ANY DISCREPANCIES OR UNFORESEEN PROJECT

ERRORS BEFORE AND DURING CONSTRUCTION STAKING TO ENSURE BLUNDERS AND

MISINFORMATION IS NOT CONSTRUCTED IN THE FIELD. IF AN APPARENT ERROR IN THE

DESIGN IS DISCOVERED DURING CONSTRUCTION STAKING OF THE PROJECT, THE

CONTRACTOR AND OR SURVEY CREW AND COMPANY SHALL CEASE CONSTRUCTION

AND REPORT IT TO DPW IMMEDIATELY SO THE ERROR MAY BE CORRECTED AS SOON AS

POSSIBLE. ANY LOST WORK TIME, LABOR OR EQUIPMENT FEE WILL NOT BE PAID DURING

WORK STOPPAGE DUE TO UNFORESEEN ERROR.

17.) ALL EXISTING STORM INFORMATION SHALL BE CONSIDERED A REFERENCE AND IS THE

RESPONSIBILITY OF THE CONTRACTOR VERIFY IN THE FIELD PRIOR TO CONSTRUCTION.

18.) THE CONTRACTING AUTHORITY RESERVES THE RIGHT TO KEEP ANY/ALL REMOVED

MATERIAL THAT INCLUDES BUT IS NOT LIMITED TO MANHOLES AND STORM SEWER PIPE.

IF THE CONTRACTING AUTHORITY ELECTS NOT TO KEEP REMOVED MATERIAL, THE

MATERIAL BECOMES THE PROPERTY OF THE CONTRACTOR AND IS RESPONSIBLE FOR

THE DISPOSAL/REMOVAL FROM THE PROJECT.

19.) SURVEY DATUM: NAD83 ILLINOIS STATE PLANE, WEST (IL83-WF).

GENERAL NOTES

C-104

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1 2 3 4 5 6 7 8 9 10

EX. PLAYGROUND

EX. PLAYGROUND

EX. CONC.

PAD

EX. CONC.

PAD

EX. CONC.

PAD

EX

. C

ON

C.

PA

D

EX

. H

M A

PA

RK

IN

G

LO

T

EX. EDGE HMA

EX

. C O

NC

PA

D

EX. PLAYGROUND

EX. SAND VOLLEYBALL COURT

REMOVE EX. SAND VOLLEYBALL COURT,

GRADE AND PLACE TOPSOIL,

HYDRO-SEED AND MULCH

AREA OF COURT = 1,028.58 SY

CL 13 EXCAVATION = 33.82 CY (FILL)

REMOVE EX. PLAYGROUND,

GRADE AND PLACE TOPSOIL,

HYDRO-SEED AND MULCH

AREA OF PLAYGROUND = 112.32 SY

CL 13 EXCAVATION = 32.29 CY (CUT)

EX

. C O

NC

PA

D

REMOVE EX. CONC. PAD

GRADE, TOPSOIL,

HYDRO-SEED AND MULCH

AREA CONC PAD = 33.55 SY

REMOVE EX. MULCH

TRAIL, GRADE,

TOPSOIL, HYDRO-SEED

AND MULCH

32.64 SY

Feet

0 20 40

NOTES:

1.) SEE ELECTRICAL SHEETS FOR ELECTRICAL REMOVALS.

2.) A LAYOUT OF THE PROPOSED SPLASH PAD HAS BEEN ADDED TO THIS

SHEET ALONG WITH EXISTING GRADE ELEVATIONS FOR GRADING

PURPOSES.

3.) EG = EXISTING GRADE ELEVATIONS.

MATCH LINE MATCH LINE

SIDEWALK & SPLASH PAD

LAYOUT

N

S

W E

O

HE

O

HE

O

HE

O

HE

O

HE

O

HE

O

HE

O

HE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

U E

OHE

OHE

2'' W 2'' W

2'' W 2'' W

2'' W 2'' W

2'' W 2'' W

UE

UE

UE

UE

U E

FE

N

F

EN

F

EN

F

EN

E

E

E

E

T

584.57' EG

584.57' EG

584.57' EG

584.57' EG

584.57' EG

584.57' EG

584.57' EG

584.57' EG

584.57' EG 584.57' EG

583.53' EG

583.57' EG

584.27' EG

584.43' EG

584.25' EG

584.03' EG

W E

Feet

0 25 50

C-105

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1 2 3 4 5 6 7 8 9 10

EX. CONC.

PAD

EX. HMA PARKING LOT

NOTES:

1.) SEE ELECTRICAL SHEETS FOR ELECTRICAL REMOVALS.

EX. CONC.

PAD

EX. CONC.PAD

EX. CONC.PAD

EX. CONC.PAD

EX. CONC.PAD

EX. CONC.PAD

EX. CONC.

PAD

EX

. C

ON

C.

PA

D

EX

. C O

NC

PA

D

LOCATION OF THE EX. SPETIC

TANK HAS NOT BEEN VERIFIED

APPROX LOCATION BASED ON

HISTORICAL MAPS.

EX. CONC. DUMPSTER PAD

EX

. C O

NC

PA

D

REMOVE EX. CONC. PAD

GRADE, TOPSOIL,

HYDRO-SEED AND MULCH

33.55 SY

UE

UE

UE

UE

2'' W 2'' W

2'' W

2'' HDPE << 2'' HDPE << 2'' HDPE << 2'' HDPE <<

2''

HD

PE

BUILDING

(EX. RESTROOMS)

ABANDON SEPTIC

TANK

E

18'' VC >>

W E

Feet

0 25 50

C-106

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EX

. H

M A

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IN

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LO

T

EX

. C O

NC

PA

D

MATCH LINE

EX. PLAYGROUND

CONC.

PAD

CONC.

PAD

CONC.

PAD

EX. PLAYGROUND

℄ RODMAN AVENUE

EDGE OF EX. SIDEWALK

EDGE OF EX. HMA ROAD

EDGE OF EX. HMA ROADINSTALL VALVE BOX

INSTALL BACKFLOW PREVENTERINSTALL VALVE-CURB BOX

INSTALL 2" TYPE K COPPER WATER SERVICE LINE

LINE TO BE INSTALLED TRENCHLESS

201 LF

NOTES:

1.) TRESS SHALL NOT BE DISTURBED.

2.) SEE ELECTRICAL SHEETS FOR ELECTRICAL REMOVALS

MATCH LINE

O

HE

O

HE

O

HE

O

HE

O

HE

2'' W 2'' W

2'' W 2'' W

2'' W 2'' W

2'' W

UE UE

UE

UE

UE

F

EN

F

EN

F

EN

F

EN

FE

N

FEN FEN

8''W 8''W 8''W

E

584.49' TP

584.57' TP

584.57' TP

584.57' TP

584.49' TP

584.57' TP

584.57' TP

584.57' TP

584.49' TP

584.49' TP

584.57' TP

584.57' TP

584.57' TP

584.57' TP

2' ' W

2' ' W

2' ' W

2' ' W

2' ' W

BACKFLOW PREVENTER

VALVE BOX

WV

W E

Feet

0 20 40

C-107

D A

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C R

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S U

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D

A T

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P R

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D R

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G

A R

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D I R

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T O

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U B

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R O

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D E

S I G

N E

D

B

Y

M S

U L L I V

A N

D R

A W

N

B

Y

M

S

U L

L I V

A N

C H

E C

K E

D

B

Y

C S

B

A P

P R

O V

G

K

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D

I R

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T O

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O

F

P

U B

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K S

S

B

A C

H

C

H I E

F

O

F

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N G

I N

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R I

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I L

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A S

H

P

M E

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R I A

L

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A R

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A

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1 2 3 4 5 6 7 8 9 10

EX. PLAYGROUND

EX. PLAYGROUND

EX. CONC.

PAD

EX. CONC.

PAD

EX. CONC.

PAD

EX

. C

ON

C.

PA

D

PROPOSED

SPLASH PAD

PROPOSED SIDEWALK

107.64'

115.70'

42.00'

.0 0'

38.06'

.4 0'

6.

EX

. H

M A

PA

RK

IN

G

LO

T

EX. EDGE HMA

NOTES:

1.) THE SPLASH PAD SHALL BE CONSTRUCTED ACCORDING TO MANUFACTURES

SPECIFICATIONS. ALL CONCRETE NOT SPECIFIED BY THE MANUFACTURE SHALL BE A

C-4 MIX WITH A 28 DAY COMPRESSION STRENGTH OF 4,000 PSI.

2.) ALL SIDEWALK SHALL BE 6" THICK STANDARD CONCRETE WITH 6"X6" WELDED WIRE

FABRIC PLACED ON 6" COMPACTED CA-6.

3.) THE 6" PVC STORM SEWER PIPE FROM THE SPLASH PAD TO THE PURPOSED BERM

MUST MAINTAIN A MINIMUM SLOPE OF 1.00%. THE CURRENT PIPE LENGTH AND

SLOPE INFORMATION WAS DESIGNED TO ACHIEVE A MINIMUM COVER OF 2' OVER

THE PIPE. THE INLET INVERT OF THE 6" PVC STORM SEWER SHALL CONFORM TO THE

MANUFACTURES SPECIFICATIONS.

4.) ALL DISTURBED AREAS SHALL BE HYDRO SEEDED AND MULCHED.

5.) TP = TOP OF PAVEMENT FINISH GRADE

6.) THE FINISHED GRADE (GRASS AREA) SHALL BE SLOPE AWAY FROM SPLASH PAD AT

20:1 OR GREATER.

7.) SURVEY CONTROL WILL BE PROVIDED BY THE ROCK ISLAND ARSENAL DEPARTMENT

OF PUBLIC WORKS.

EX

. C O

NC

PA

D

5.00'

5.00'

2.84'

7.02' 2.84'

24.06'

PARK BENCH PAD

TYP.

R-5'

R-5'

R-5'

R-5'

5.

5.00'

5.

HYDRO SEED AND FERTILIZE = 0.04 AC

HYDRO SEED AND FERTILIZE = 0.27 AC

MATCH LINE MATCH LINE

HYDRO SEED & FERT. = .02 AC

57.69'

.71

.8 2'

52.85'

SPLASH PAD CONC., 102.67 SY

SIDEWALK, PCC, 6" THICKNESS, 161.93 SY

O

HE

O

HE

O

HE

O

HE

O

HE

O

HE

O

HE

O

HE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

U E

OHE

OHE

2'' W 2'' W

2'' W 2'' W

2'' W 2'' W

2'' W 2'' W

UE

UE

UE

UE

U E

FE

N

F

EN

F

EN

F

EN

319.93' of 6" PVC @ 2.76%

E

E

E

T

584.49' TP

584.57' TP

584.57' TP

584.57' TP

584.49' TP

584.57' TP

584.57' TP

584.57' TP

584.49' TP

584.49' TP

584.57' TP

584.57' TP

583.57' TP

583.53' TP

584.57' TP

584.57' TP

2' ' W

2' ' W

2' ' W

W E

Feet

0 25 50

C-108

D A

T E

A P

P R

M

A R

K D

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C R

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S U

B M

I T

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B

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A T

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D R

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B

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F

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U B

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S

B

A C

H

C

H I E

F

O

F

E

N G

I N

E E

R I

U

I L

L

A S

H

P

M E

M O

R I A

L

P

A R

K

P R

O P

S

I T

E

P

L A

N

S

O U

T H

2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G

1 2 3 4 5 6 7 8 9 10

EX. CONC.

PAD

EX. HMA PARKING LOT

NOTES:

1.) SEE BERM TYPICAL ON SHEET C-101 FOR CONSTRUCTION DETAILS.

2.) SEE SHEET FOR C-103 FOR GRADATIONS.

3.) TRESS SHALL NOT BE DISTURBED.

EX. CONC.

PAD

EX. CONC.PAD

EX. CONC.PAD

EX. CONC.PAD

EX. CONC.PAD

EX. CONC.PAD

EX. CONC.

PAD

EX

. C

ON

C.

PA

D

EX

. C O

NC

PA

D

LOCATION OF THE EX. SPETIC

TANK HAS NOT BEEN VERIFIED

APPROX LOCATION BASED ON

HISTORICAL MAPS.

EX. CONC. DUMPSTER PAD

END OF 6" PVC

END INVERT = 572.85'

EX. 18" CLAY STRM SWR

INV. IN = 571.62'

GRADE AREA TO IMPROVE

RUNOFF TOWARD BERM

PLACE 2' X 3' X 1'

EROSION STONE

0.5 TONS

TOE OF BERM

TOP OF BERM TOE OF BERM

BOUNDARY OF GRADED AREA

HYDRO-SEED & MULCH = 0.10 AC

CL 13 EXCAVATION = 33.40 CY (FILL)

HYDRO-SEED & MULCH

PIPE AREA = 0.02 AC

PLACE EROSION STONE

FROM TOP OF BERM TO FLOWLINE

OF STORM SEWER PIPE

= 9.5 TONS* FG = FINISHED GRADE

UE

UE

UE

UE

2'' W 2'' W

2'' W

2'' HDPE << 2'' HDPE << 2'' HDPE << 2'' HDPE <<

2''

HD

PE

10.07' of 3" PVC @ 4.38%

INLET INV. = 572.19'

OUTLET INV. = 571.75'

BUILDING

(EX. RESTROOMS)

ABANDON SEPTIC

TANK

319.81' of 6" @ 2.76%

E

E

18'' VC >>

572.98' FG

572.94' FG

572.84' FG

572.62' FG

572.48' FG

PANEL: "EXISTING" FED BY: "T405" MCB 400A BREAKER MTG: PLUG-ON

VOLTAGE: 120/240V BUS: 400A ENCLOSURE: NEMA 3R

1 PHASE,3W + GND BUS TYPE: CU ACCESSORIES:

MOUNTING: SURFACE AIC RATING: 10k

KVA KVA BKR CKT PHASE CKT BKR KVA KVA

PHASE PHASE DESCRIPTION SIZE NO. AB NO. SIZE DESCRIPTION PHASE PHASE

code A B A B code

0 2.00 EXISTING 125A 1 _^*_____^_ 2 90A EXISTING 2.00 2

0 2.00 2P 3 _^__*___^_ 4 2P 2.00 2

0 0.50 EXISTING 30A 5 _^*_____^_ 6 125A EXISTING 2.00 2

0 0.50 2P 7 _^__*___^_ 8 2P 2.00 2

0 0.30 EXISTING 100A 9 _^*_____^_ 10 60 EXISTING 2.00 2

0 0.30 2P 11 _^__*___^_ 12 2P 2.00 2

0 1.00 EXISTING 60A 13 _^*_____^_ 14 30A EXISTING 0.50 2

0 1.00 2P 15 _^__*___^_ 16 2P 0.50 2

PROVIDE NEW 17 _^*_____^_ 18 2

GFCI CIRCUIT BREAKER 19 _^__*___^_ 20 SPACE WITH BUSS

SPACE WITH BUSS 21 _^__*___^_ 22 SPACE WITH BUSS

SPACE WITH BUSS 23 _^__*___^_ 24 SPACE WITH BUSS

25 _^__*___^_ 26 27 _^*_____^_ 28 29 _^__*___^_ 30 31 _^__*___^_ 32 33 _^*_____^_ 34 35 _^__*___^_ 36 37 _^__*___^_ 38 39 _^__*___^_ 40 41 _^__*___^_ 42

10.30 10.30 TOTAL CONNECTED KVA PER PHASE

85.83 85.83 TOTAL CONNECTED AMPS PER PHASE

20.60 TOTAL CONNECTED KVA 85.83 TOTAL CONNECTED AMPS

23.85 TOTAL NEC COMPLIANCE KVA 99.38 TOTAL NEC COMPLIANCE AMPS

TOTAL NEC COMPLIANCE

CODE LOAD CONN(KVA) LIGHTING @ 1.25% 16.25

0 REC= 7.60 FIRST 10 KVA @ 100%= 7.60

1 CLG= 0.00 REMAING REC@ 50%= 0.00

2 LTG= 13.00

3 not used 0.00 4 not used 0.00 KVA @ 240V/1PH = 23.85

5 MTR= 0.00 AMPS= 99

6 not used 0.00 7 not used 0.00

TOTALS 20.60

Existing As Build Condition

T405 XFMR 75 kVA Secondary Voltatge 240 V Impedance 1.9 %Z Full Load Amps on Secondary of XFMR 312.5 I (f.l.) amps M = 100 / I (f.l) = 52.6 I (S.C.) @ T405 SECONDARY = 16447 amps

BUSSMAN TABLE OF C VALUES: #4/0 CU. 12542

MINIMUM CABLE LENGTH (FT.) 25

f = (2 x L x I (S.C.)) / (C x V) = 0.3 M = 1 / (1+ f) = 0.8 I (S.C.) = I (S.C.) T405 x M 12918 amps

New Work Condition

T405 XFMR 75 kVA Secondary Voltatge 240 V Impedance 1.9 %Z Full Load Amps on Secondary of XFMR 312.5 I (f.l.) amps M = 100 / I (f.l) = 52.6 I (S.C.) @ T405 SECONDARY = 16447 amps

BUSSMAN TABLE OF C VALUES: #4/0 CU. 17492

MINIMUM CABLE LENGTH (FT.) 25

f = (2 x L x I (S.C.)) / (C x V) = 0.2 M = 1 / (1+ f) = 0.8 I (S.C.) = I (S.C.) T405 x M 13753 amps

I (S.C.) = Fuse let through current 4000 amps 400 amp LPN-RK Class RK1 Time- Delay