ECIP_Phase_2_addendum_003.pdf

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A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

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HAWAII AIR NATIONAL GUARD

JOINT BASE PEARL HARBOR HICKAM

OAHU, HAWAII

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

68326

Project No. - KNMD119003

W90FYQ-09-D-0002

ECIP SOLAR PV ARRAYS,

PHASE II

JANUARY 2014

01/24/14

RTA SUBMITTAL

FOR REVIEW

0 MZ

KNMD119003C-101.DWG

D. MUETING

R. BARUTH

PV FIELD SITE PLAN

BID OPTION 2

PV PANEL LAYOUT PIER

T.O.C. ELEVATION 4.00' (TYP)

SEE NOTE 11.

BID OPTION 1

PV PANEL LAYOUT PIER

T.O.C. ELEVATION 4.50' (TYP)

SEE NOTE 11.

PV PANEL LAYOUT PIER

T.O.C. ELEVATION 5.00' (TYP)

ALL CRUSHED ROCK ON WEED

CONTROL FABRIC INSTALLED

BY PHASE I. SEE DEMOLITION

NOTE 11. COORDINATE

SEQUENCE OF INSTALLATION

WITH AWARDED BID OPTIONS

BID OPTION 3

PV PANEL LAYOUT PIER

T.O.C. ELEVATION 5.00' (TYP)

SEE NOTE 11.

BID OPTION 4

PV PANEL LAYOUT PIER

T.O.C. ELEVATION 5.50' (TYP)

SEE NOTE 11.

BID OPTION 5

PV PANEL LAYOUT PIER

T.O.C. ELEVATION 6.00' (TYP)

SEE NOTE 11.

1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS

BEFORE BEGINNING ANY SITE WORK. NOTIFY CONTRACTING OFFICER

IF UNKNOWN UTILITIES ARE ENCOUNTERED. CONTRACTING OFFICER

TO NOTIFY IN WRITING OF REQUIRED ACTION. SUBMIT FOUNDATION

PLAN FOR REVIEW AND APPROVAL AFTER VERIFICATION OF ALL SITE

UTILITIES.

2. ALL SCRAP METAL SHALL BE RECYCLED OFF BASE. CONTRACTOR

SHALL PROVIDE THE WEIGHT OF ALL DEMOLITION DEBRIS AND

RECYCLED SCRAP METAL TO THE CONTRACTING OFFICER.

3. THE WEIGHT OF CONCRETE TAKEN OFF BASE FOR RECYCLING SHALL

BE REPORTED TO THE CONTRACTING OFFICER. THE WEIGHT OF ALL

CONCRETE THAT IS DISPOSED OF AS SOLID WASTE SHALL ALSO BE

REPORTED TO THE CONTRACTING OFFICER AS DEMOLITION DEBRIS.

4. CONTRACTOR SHALL COORDINATE ALL UTILITY WORK WITH

CONTRACTING OFFICER.

5. IF CONTRACTOR ENCOUNTERS CONTAMINATED SOIL/FUEL; CONTACT

CONTRACTING OFFICER AND BASE ENVIRONMENTAL DEPARTMENT,

AND IF REQUIRED BY HAWAII DEPARTMENT OF ENVIRONMENTAL

PROTECTION REGULATIONS AND CONTRACTING OFFICER. REMOVE

ALL CONTAMINATED MATERIAL PER STATE AND FEDERAL

REGULATIONS AND CONTRACT SPECIFICATIONS.

6. CONTRACTOR IS REQUIRED TO OBTAIN A STORM WATER GENERAL

PERMIT FOR LAND DISTURBANCE OF MORE THAN 1 ACRE FROM

HAWAII DEPARTMENT OF ENVIRONMENTAL QUALITY.

7. TEMPORARY CONSTRUCTION FENCE TO BE INSTALLED AROUND THE

SITE FOR SEPARATION WITH AIRFIELD OPERATIONS AREA. 8 FOOT

CHAIN-LINK FENCE WITH BROWN UV RESISTANT FOD CONTROL

FABRIC.

8. TRUCK WASHOUT AREA TO BE CONSTRUCTED, MAINTAINED, AND

CLEANED IN ACCORDANCE WITH DEPT OF ENVIRONMENTAL

PROTECTION REGULATIONS. PROVIDE DETAILS AND MAINTENANCE

PLAN AS PART OF THE STORMWATER POLLUTION PREVENTION PLAN.

9. CONTRACTOR TO STOCKPILE REQUIRED MATERIALS AND EQUIPMENT

WITHIN LIMITS OF RESPECTIVE PROJECT AREA OR STAGING AREA AS

INDICATED ON THE DRAWINGS AND RESTORE THE AREA WITH 4"

TOPSOIL, SEEDING AND TEMPORARY IRRIGATION.

10. CONTRACTOR SHALL VERIFY ALL EXISTING UG IRRIGATION SYSTEMS.

CONTRACTOR SHALL CUT/CAP EXISTING LINES WHERE NEEDED,

INSTALL NEW LINES AS NEEDED AROUND THE ECIP AREA, RELOCATE

AND ADD SPRINKLER HEADS TO PROVIDE A COMPLETELY CONNECTED

SYSTEM TO ALL PORTIONS OF THE EXISTING SYSTEM AND TO

PROVIDE IRRIGATION COVERAGE TO ALL AREAS COVERED BY THE

EXISTING SYSTEM. ECIP PHASE I SHALL CLEAR THE SITE OF ALL

EXISTING IRRIGATION PIPES, DO CLEARING, ETC. FOR ECIP PHASE II

ARRAY FIELD AND DO ALL SITE WORK INCLUDING GEOTEXTILE FABRIC,

GRAVEL SURFACE, CONCRETE MOW CURB, AND FENCE WORK.

11. ECIP PHASE I BASE BID INCLUDES ALL SITE WORK FOR BOTH PHASE I

AND PHASE II AND ALL OPTION AREAS AT THE GROUND ARRAY AREA

INCLUDING CLEARING, GRUBBING, GRADING, EXISTING UTILITY

CONFIRMATION, NEW FENCE CONSTRUCTION, NEW CONCRETE MOW

STRIP, AND INSTALLATION OF UG CONDUITS TO THE WEST OF THE

SQUAD OPS HANGAR AS INDICATED. COORDINATE THE INSTALLATION

OF THE GEOTEXTILE FABRIC, ROCK COVER, AND CONCRETE MOW

CURB WITH THE AWARDED SECTIONS OF THE PV ARRAY AND ITS

ASSOCIATED FOUNDATIONS, CONDUITS, AND OTHER RELATED WORK

ELEMENTS.

DEMOLITION NOTES:

1. ALL WEED CONTROL FABRIC AND CRUSHED ROCK GROUND COVER TO

BE INCLUDED IN PHASE I OF THE ECIP PROJECT FOR THE ENTIRE

PHASE I AND II PV ARRAY FIELD INCLUDING ALL OPTION AREAS.

COORDINATE INSTALLATION SEQUENCE WITH AWARDED OPTIONS IN

PHASE I AND PHASE II DRAWINGS.

2. ALL ELECTRICAL WORK BETWEEN THE LIMITS OF THE PV ARRAY

GOING TO THE AGE BUILDING SHALL BE COMPLETED TO MINIMIZE

IMPACTS ON BUILDING ACCESS AND SHALL BE DONE IN TIMELY AND

EFFICIENT MANNER. THE PHASING OF THE CONSTRUCTION SHALL

MAINTAIN CONTINUOUS SAFE BUILDING ACCESS DURING ALL WORK

AND LIMIT THE DURATION TO COMPLETE WORK WITHIN THE FINISHED

LANDSCAPED AREA TO A MAXIMUM OF 10 CALENDAR DAYS. ALL

DAMAGED HARDSCAPE ELEMENTS SHALL BE RESTORED TO MATCH

EXISTING MATERIALS AND JOINTING. ALL DISTURBED LANDSCAPING,

PLANTING, IRRIGATION SYSTEMS, GRASS/TURF AREAS SHALL BE

RESTORED TO PRE-CONTRACT CONDITIONS. ALL PLANTINGS SHALL

MATCH EXISTING ITEMS IN SIZE AND TYPE. ALL GRASS TYPES SHALL

MATCH EXISTING GRASSES. CONTRACTOR SHALL MAINTAIN ALL

DISTURBED AREAS INCLUDING WEEDING, FERTILIZER AND

MONITORING OF IRRIGATION UNTIL NEW PLANTINGS AND GRASS ARE

FULLY RE-ESTABLISHED. CONTRACTOR SHALL SUBMIT IN HIS

EXECUTION PLAN SKETCHES IDENTIFYING ALL AREAS THAT WILL BE

DISTURBED BY HIS ACTIONS AND IDENTIFY MATERIALS, PLANTS, ETC.

THAT WILL BE USED TO REPLACE OR REPAIR AREAS. THIS PLAN

SHALL BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO

BEGINNING ANY WORK.

PV SITE PLAN NOTES:

TEMPORARY

CONSTRUCTION

FENCE SEE NOTE 7

SEE DRAWING C-102 PHASE I

PACKAGE FOR LAYOUT OF

FENCE AND PV ARRAYS.

DUCTBANK SEE ELECTRICAL

DRAWING. SEE NOTE 2.

EXISTING UNDERGROUND

COMMUNICATIONS LINE

1 07/28/14 ADDENDUM 002 MZ

2 07/30/14 ADDENDUM 003 MZ

W x

W x

W x

W x

N 56038.45

E 1655330.62

PV PIER ELEVATION

T.O.C. = 7.70 (TYP)

N 55974.53

E 1655334.69

PV PIER ELEVATION

T.O.C. = 7.00

N 55914.90

E 1655327.75

PV PIER ELEVATION

T.O.C. = 7.00 (TYP)

N 55856.71

E 1655309.49

PV PIER ELEVATION

T.O.C. = 6.50 (TYP)

N 55871.24

E 1655184.35

PV PIER ELEVATION

T.O.C. = 6.50 (TYP)

(SEE NOTE 4)

N 55927.41

E 1655220.48

PV PIER ELEVATION

T.O.C. = 7.00 (TYP)

CORE THRU

EXISTING PAVEMENT

N 55986.98

E 1655227.43

PV PIER ELEVATION

T.O.C. = 7.00

SEE NOTE 5

N 56052.98

E 1655205.47

PV PIER ELEVATION

T.O.C. = 7.70 (TYP)

PIERS DRILLED

BEHIND CURB

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REMOVE LIGHT POLES

AND FOOTINGS 12"

BELOW GRADE. SALVAGE

POLES TO GOVT.

REMOVE LIGHT POLES

AND FOOTINGS 12"

BELOW GRADE.

SALVAGE POLES TO

GOVT.

REMOVE LIGHT POLES

AND FOOTINGS 12"

BELOW GRADE.

SALVAGE POLES TO

GOVT.

DO NOT DISTURB

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SEE ELECTRICAL PLANS

FOR LOCATION OF EXTERIOR

EQUIPMENT AND PANELS.

1. ALL COORDINATES AND DIMENSIONS ARE TO EXTERIOR CORNER OF BUILDING SLAB, FACE OF CURB, OR EDGE OF PAVEMENT AND ARE IN FEET UNLESS NOTED OTHERWISE..

2. CONTRACTOR SHALL REINFORCE ALL CONCRETE SLABS THAT HAVE MANHOLES, CLEANOUTS,

GUARD POSTS, OR ARE IRREGULAR IN SHAPE AS INDICATED OR AS DIRECTED BY CONTRACTING

OFFICER.

3. CONTRACTOR TO FIELD VERIFY LOCATION, SIZE, BOLT PATTERN, AND ELEVATION OF CONCRETE

PIERS PRIOR TO SUBMITTING SHOP DRAWINGS AND STEEL FABRICATION.

4. PIERS INSTALLED THRU EXISTING CURB AND ASPHALT. CORE DRILL EXISTING PAVEMENT AND CURB

OR SAWCUT PAVEMENT FULL DEPTH. REPOUR NEW CURB TO REPLACE EXISTING FLUSH WITH SIDES

OF CONCRETE PIER. CONSTRUCT NEW ASPHALT WITH 4" HOT MIX COMPACTED TO MATCH EXISTING

GRADES WITH CLEAN VERTICAL EDGES.

5. CORE DRILL EXISTING PAVEMENT OR SAWCUT PAVEMENT FULL DEPTH 4.00' X 4.00' SQUARE

ASPHALT SECTION. REPLACE WITH 4" HOT MIX ASPHALT AROUND PIERS WITH CLEAN VERTICAL

EDGES. ASPHALT, TACK, AND PRIME PER HIDOT SPECIFICATIONS FOR STANDARD SURFACE COURSE

HIGHWAY MIX.

6. RESTRIPE PARKING AS NEEDED AFTER ASPHALT PAVINGS. MATCH EXISTING COLOR AND WIDTH.

ASPHALT TO CURE FOR MINIMUM 14 DAYS PRIOR TO STRIPING.

7. CONNTRACTOR SHALL PLACE PROTECTION FOR ALL PAVEMENTS AND EXISTING NEW FINISHES

PRIOR TO BEGINNING ANY CONSTRUCTION OF ECIP COVERED PARKING IN FRONT OF THE BASE CE

OFFICE BUILDING. THERE SHALL BE NO DRIVING OF EQUIPMENT ON PAVEMENTS WITHOUT PLACING

PROPER PROTECTION FIRST SUCH AS PLYWOOD OVER THE AREA OF PROJECT WORK. NO

SCOOPING OF SOILS OR FOUNDATION BORING MATERIALS WITH A BOBCAT SHALL BE DONE

DIRECTLY ON THE SURFACE OF THE CONCRETE SIDEWALKS OR PAVEMENTS UNLESS COMPLETELY

COVERED WITH DURABLE MATERIALS FOR PROTECTION. ALL WORK DIRECTLY ON SIDEWALKS

SHALL BE DONE BY HAND SHOVELING AND THE SURFACES SHALL BE SWEPT CLEAN ON A DAILY

BASIS. CONTRACTOR SHALL MAKE A FULL ASSESSMENT OF THE EXISTING CONDITIONS AT THE

START OF CONSTRUCTION TO ESTABLISH THE BASE LINE AND THEN DOCUMENT WHAT WILL BE

CONSIDERED DAMAGE OR DAMAGED ITEMS BY THIS CONTRACT WORK. CONTRACTOR SHALL WALK

THE AREA OF PROPOSED CONSTRUCTION WITH THE CONTRACTING OFFICER AND

PHOTOGRAPH/DOCUMENT ALL AREAS FOR EXISTING SITE CONDITIONS. ANY DAMAGE TO

CONCRETE SIDEWALKS OR PARKING LOT PAVEMENTS SHALL BE REPLACED FULL DEPTH IN

COMPLETE PANELS. SAWCUT THE PERIMETER OF THE EXISTING PANEL FULL DEPTH, REMOVE THE

PAVEMENT WITHOUT DAMAGING ADJACENT PANELS, INSTALL REQUIRED DOWELS AND REBAR AND

PLACE NEW CONCRETE WITH JOINTS AND SEALANTS TO MATCH EXISTING SITE CONDITIONS.

ASPHALT PAVEMENTS SHALL BE REPLACED FULL DEPTH IN MINIMUM OF 10 FT LONG SECTIONS 6

FEET WIDE AND WORK SHALL BE DONE WITH AN ASPHALT PAVING MACHINE NOT BY HAND

METHODS. IT IS CRITICAL THAT THE RECENTLY CONSTRUCTED PARKING LOT AND NEW FINISHES

NOT BE DAMAGED IN ANY WAY WHILE EXECUTING THE EICP PROJECT. ALL REPAIRS SHALL BE

APPROVED IN WRITING PRIOR TO BEGINNING ANY WORK.

8. CONTRACTOR SHALL SCHEDULE AND EXECUTE THE WORK TO MINIMIZE IMPACT TO THE

GOVERNMENT USE OF THE NEWLY CONSTRUCTED PARKING LOT. THE PARKING LOT SHALL NOT BE

COMPLETELY CLOSED FOR ANY DURATION OF THE WORK. THE INSTALLATION OF THE SUNSHADES

AND STRUCTURES SHALL BE DONE TO KEEP AT LEAST HALF OF THE PARKING SPACES OPEN AT ALL

TIMES FOR USE BY THE BUILDING OCCUPANTS. BUILDING ACCESS AND AT LEAST ONE PARKING LOT

ENTRY DRIVE SHALL NOT BE BLOCKED AT ANY TIME DURING THE CONSTRUCTION ACTIVITIES. THE

JOB SITE SHALL BE KEPT CLEAN AND WELL ORGANIZED. NO LANDSCAPING OR UNPAVED AREAS

AROUND THE PARKING LOT SHALL BE DAMAGED EXCEPT FOR THE INSTALLATION OF CONDUITS OR

CABLING. ALL DISTURBED AREAS SHALL BE RESTORED TO THEIR EXISTING CONDITIONS INCLUDING

PLANTINGS, SEEDING, SODDING, AND IRRIGATION SYSTEMS. ALL PLANTINGS SHALL MATCH

EXISTING PLANTINGS IN SIZE AND TYPE.

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A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

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HAWAII AIR NATIONAL GUARD

JOINT BASE PEARL HARBOR HICKAM

OAHU, HAWAII

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

68326

Project No. - KNMD119003

W90FYQ-09-D-0002

ECIP SOLAR PV ARRAYS,

PHASE II

JANUARY 2014

01/24/14

RTA SUBMITTAL

FOR REVIEW

0 MZ

KNMD119003C-102.DWG

D. MUETING

R. BARUTH

C.E. BUILDING

PARKING LOT SITE PLAN

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NOTES:

1 07/30/14 ADDENDUM 003 MZ