ECIP_Phase_1_Addendum_002.pdf

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KNMD119002G-003.DWG

D. MUETING

R. BARUTH D. LENZ

S c a l e

F o r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s

191 1615141312111098765432 17 18

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

C O

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C

HAWAII AIR NATIONAL GUARD

JOINT BASE PEARL HARBOR HICKAM

OAHU, HAWAII

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

68326

Project No. - KNMD119002

JANUARY 2014

01/24/14

RTA SUBMITTAL

FOR REVIEW

0 MZ

W90FYQ-09-D-0002

ECIP SOLAR PV ARRAYS,

PHASE I

EXISTING INFILTRATION BASIN

TEMPORARY CONSTRUCTION

FENCE REQURIED FOR CONTRACT

PERIOD OF PERFORMANCE

PV ARRAYS

ECIP PHASE I

AND PHASE II

CONSTRUCTION ENTRANCE AND

GATE. ECIP CONTRACTOR TO

CONSTRUCT AGGREGATE ACCESS

DRIVE AT LOCATION OF EXISTING

GATE.

ADDITIONAL LAYDOWN AREA

APPROXIMATE LIMITS OF

FUTURE NET-ZERO

GROUND MOUNTED PV

ARRAYS

LAYDOWN AREA FOR ECIP PHASE I & PHASE

II CONTRACTOR. ALL EXISTING/REMAINING

CONSTRUCTION MATERIALS/DEBRIS

WITHING EXISTING FENCED YARDS TO BE

PROPERLY DISPOSED OF OFF SITE.

EXISTING FENCING TO BE REMOVED AT

CONCLUSION OF CONSTRUCTION.

ADDITIONAL AREA AVAILABLE AT

CONTRACTORS REQUEST

PROJECT AREA

ECIP PHASE I

1 07/28/14 ADDENDUM 002 MZ

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S

FABRIC

BUILDING

(AGE)

GAS STATION 12302

AGE

YARD

EJ

EJ

EJ

EJ

EJ

E 1,657,332.47

N 55,680.20

E 1,657,276.37

N 55,185.38

E 1,657,080.64

N 55,397.63

PERIMETER FENCE

UE

U E

U

E

U

E

E

T59

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E

UC UC

U

C

U

C

S c a l e

F o r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s

191 1615141312111098765432 17 18

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B

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

C O

P Y

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HAWAII AIR NATIONAL GUARD

JOINT BASE PEARL HARBOR HICKAM

OAHU, HAWAII

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

68326

Project No. - KNMD119002

JANUARY 2014

01/24/14

RTA SUBMITTAL

FOR REVIEW

0 MZ

W90FYQ-09-D-0002

ECIP SOLAR PV ARRAYS,

PHASE I

KNMD119002C-101.DWG

R. BARUTH J. BAKKER

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. AIRFIELD SECURITY TO BE MAINTAINED AT ALL TIMES.

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.

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 OPTION SECTIONS OF THE PV ARRAY AND

ITS ASSOCIATED FOUNDATIONS, CONDUITS, AND OTHER RELATED

WORK ELEMENTS.

DEMOLITION NOTES:

CLEAR AND GRUB

WITHIN LIMITS OF SITE

GRADING AND

DISTURBANCE

ACTIVITIES.

D

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N

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L

TAXIWAY MIKE

SCALE IN FEET

30' 60'

SCALE: 1" = 30'

REMOVE EXISTING BRUSH AND

TREES FOR NEW FENCE

INSTALLATION.

GRAVEL CONSTRUCTION

ENTRANCE TO BE

REMOVED AT

COMPLETION OF WORK.

REMOVE TREES (TYP)

REMOVE TREE

REMOVE

CHAINLINK FENCE

REMOVE EXISTING

WOOD FENCE

EXISTING FENCE

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BLDG 3424

TEMPORARY

CONSTRUCTION

FENCE SEE NOTE 7

SEE NOTE 10.

EXISTING GATE WELDED SHUT

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AGE

BUILDING

EXISTING

PARKING

E 1,657,286.82

N 55,394.65

E 1,657,332.47

MATCH EXISTING

FENCE

N 55,680.20

E 1,657,235.63

N 55,639.97

E 1,657,241.69

N 55,709.31

E 1,657,123.87

N 55,719.62

.5 m

[1 .0

A C

C E

S S

D R

IV

E

E 1,657,269.12

N 55,186.36

BUILDING 2324

E 1,657,170.22

N 55,389.79

E 1,657,170.22

N 55,195.02

E 1,657,186.47

N 55,208.65

E 1,657,170.35

4.00' PERSONNEL GATE

N 55,337.43 m

A

C

C

E

I V

E

E 1,657,307.52

N 55,377.78

BATTERY

SELFRIDGE

EXISTING

F22 SQUAD

OPS HANGER

E 1,657,323.80

N 55,667.56

.5 m

[1 .0

G R

A V

E L A

C C

E S

S

D R

IV

E

CONTROL PANEL SLAB

(6' X 4') TOC = 5.50

SEE ELECTRICAL

DRAWINGS

E 1,657,293.78

N 55,254.39

UE UE

U E

U

E 1,657,096.89

N 55,411.26

EXISTING

PARKING LOT

E 1,657,307.73

N 55,633.67

E 1,657,251.88

N 55,653.61

E 1,657,257.94

N 55,722.95

E 1,657,323.80

N 55,647.32

E 1,657,110.23

N 55,735.87

E 1,657,323.80

N 55,381.44

CONNECT TO

EXISTING FENCE

E 1,657,080.64

N 55,397.63

E 1,657,202.08

N 55,387.00

UE

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HH2G

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C

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. SEE NOTE 11, C-101.

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

GOING WEST AND IN FRONT OF THE SQUAD OPS HANGAR 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 IN FRONT OF OR WITHIN THE FINISHED LANDSCAPED AREA

NEAR SQUAD OPS TO A MAXIMUM OF 10 CALENDAR DAYS. ALL

DAMAGED HARDSCAPE ELEMENTS SHALL BE RESTORED TO MATCH

EXISTING MATERIALS AND JOINTING. AT LEAST ONE SIDEWALK

BETWEEN THE PARKING LOT AND SQUAD OPS HANGAR SHALL REMAIN

OPEN AT ALL TIMES. 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.

3. CONCRETE MOW STRIP TO BE 12" WIDE BY 12" DEEP WITH 4-#5 BARS

LONGITUDINALLY.

S c a l e

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191 1615141312111098765432 17 18

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

C O

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HAWAII AIR NATIONAL GUARD

JOINT BASE PEARL HARBOR HICKAM

OAHU, HAWAII

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

68326

Project No. - KNMD119002

JANUARY 2014

01/24/14

RTA SUBMITTAL

FOR REVIEW

0 MZ

W90FYQ-09-D-0002

ECIP SOLAR PV ARRAYS,

PHASE I

KNMD119002C-102.DWG

R. BARUTH

MATCH

EXISTING

FENCE

PV FIELD SITE PLAN

F

H

A N

G A

R

EXISTING

FENCE

EXISTING

FENCE

M

A

M

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L

B

Y

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E

EXISTING

RMAG

PHASE 1 PV ARRAYS SEE DRAWING E-002

BASE BID

PIER T.O.C. ELEV. 5.00

BID OPTION 1

PIER T.O.C. ELEV. 4.50

BID OPTION 2

PIER T.O.C. ELEV. 4.00

PH II PV ARRAY

COVER THE GROUND AREA WITH 6" LAYER OF OPEN

GRADED 2" BROWN/TAN COLOR CRUSHED ROCK ON

WEED CONTROL FABRIC AFTER INSTALLATION OF

FOUNDATIONS (TYP)

24' X 4'

EQUIPMENT

SLAB TOC = 6.00

SEE ELECTRICAL

DRAWINGS

4' X 50'

EQUIPMENT

SLAB SEE

ELECTRICAL

DRAWINGS

MANHOLE

COORDINATE NEW

ELECTRICAL WITH

EXISTING UTILITIES.

SEE NOTE 2.

SECURITY

FENCE WITH

CONCRETE

MOW STRIP

HANDHOLE

PV SITE PLAN NOTES:

PHASE II PV

ARRAYS

SEE NOTE 1

HANDHOLE

SEE ELECTRICAL

DRAWINGS

SEE DRAWING E-002

FOR SITE ELECTRICAL

SEE NOTE 2.

EXISTING TRANSFORMER

CONCRETE MOW STRIP

(12" WIDE, 12" DEEP)

SEE NOTE 3

12" WIDE BY 12" DEEP CONCRETE MOW STRIP

AROUND PERIMETER OF ROCK SURFACE. SEE

DETAIL 2, C-500.

12" MOW STRIP AROUND

ENTIRE PERIMETER. SEE

NOTE 3.

12" MOW STRIP

SEE NOTE 3.

12" MOW STRIP SEE NOTE 3.

COVER AREA WITH

4" TOP SOIL SEEDING AND

TEMPORARY IRRIGATION AFTER

DEMOLITION OF ENTRANCE

DRIVE

SEE NOTE 2

4.57m [15.00']

ACCESS DRIVE

EXISTING

UNDERGROUND

COMMUNICATIONS

LINE

1 07/28/14 ADDENDUM 002 MZ

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E 1654577.46

INSTALL PV PIER

T.O.C. = 7.50 (TYP)

N 55167.96

E 1654578.96

INSTALL PV PIER

T.O.C. = 7.50 (TYP)

N 55293.96

E 1654455.96

PV PIER

T.O.C. = 7.50 (TYP)

N 55293.96

E 1654469.46

INSTALL PV PIER

T.O.C. = 7.50 (TYP)

N 55167.96

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ELECTRICAL SLAB

152mm [6"] GRANULAR

FILL

SEE STRUCTURAL DRAWINGS FOR

FOUNDATION INFORMATION

PRECAST CONCRETE CAP

m m

BOND BEAM - SEE

STRUCT.

TOP OF BRICK

EL = 33.32m [109'-4"]

FINISH FLOOR

ARCH EL = 30.48m [100'-0"]

CIVIL = 5.50'

EXPANSION JOINT

BETWEEN WALL AND

CONCRETE

B3

203mm [8"]

SPLIT-FACED CMU

m m

102mm [4"] X 203mm [8"]

SMOOTH-FACED CMU

102mm [4"] X 203mm [8"]

SMOOTH-FACED CMU

m m m m m m

229mm [9"]

114mm

[4 1/2"]

19.mm [3/4"] 19mm [3/4"]SCREENWALL

THICKNESS

114mm

[4 1/2"]

CONTINUOUS DRIP

EACH SIDE

CMU VENEER

DOWELS

CMU WALL

KNMD119002C-103.DWG

R. BARUTH D. LENZ

OVERALL CIVIL SITE PLAN

NOTES:

LEGEND

CONCRETE

SIDEWALK

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. CONTRACTOR SHALL PLACE PROTECTION FOR ALL PAVEMENTS AND EXISTING NEW FINISHES PRIOR

TO BEGINNING ANY CONSTRUCTION OF ECIP COVERED PARKING IN FRONT OF THE F-22 SIMULATOR

FACILITY. THERE SHALL BE NO DRIVING OF EQUIPMENT ON CONCRETE FINISHES - MUST PLACE

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

FOR ESTABLISHING 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. IT IS CRITICAL THAT THE RECENTLY CONSTRUCTED

PARKING LOT AND NEW SIMULATOR FINISHES NOT BE DAMAGED IN ANY WAY WHILE EXECUTING THE

ECIP PROJECT. ALL REPAIRS AND METHODS SHALL BE APPROVED IN WRITING PRIOR TO BEGINNING

ANY WORK..

5. 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 ONE ROW OF PARKING OPEN AT ALL TIMES

FOR USE BY THE BUILDING OCCUPANTS. IF THE ENTIRE LOT MUST ME CLOSED IT SHALL BE LIMITED

TO ONLY 5 WORKING DAYS AND SHALL NOT OCCUR MORE THAN THREE TIMES DURING THE ENTIRE

INSTALLATION OF THE PV SUNSHADES IN THE SIMULATOR BUILDING PARKING LOT. BUILDING

ACCESS 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. ALL PLANTINGS SHALL MATCH EXISTING

PLANTINGS IN SIZE AND TYPE.

INSTALL

NEW SIDEWALK

S c a l e

F o r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s

191 1615141312111098765432 17 18

N

M

L

K

J

I

H

G

F

E

D

C

B

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

C O

P Y

R I G

B

U R

D

O N

N E

L L

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N G

I N

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R I N

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O M

P A

N Y

I N

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C

HAWAII AIR NATIONAL GUARD

JOINT BASE PEARL HARBOR HICKAM

OAHU, HAWAII

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

68326

Project No. - KNMD119002

JANUARY 2014

01/24/14

RTA SUBMITTAL

FOR REVIEW

0 MZ

W90FYQ-09-D-0002

ECIP SOLAR PV ARRAYS,

PHASE I

I:\USNGB\52085\CAD\CIVIL\ECIP\SHEETS\KNMD119002C-103.DWG 7/30/2014 12:59 PM D_MUETING

5.00'(TYP)

PARKING LOT PV SYSTEM

(SEE SHEET S-005)

6.00'

INSTALL

NEW SIDEWALK

AROUND PV

PIERS

121.00'

18.00' (TYP)

18.00' (TYP)

INSTALL PV PIERS (TYP) FILL IN

SIDEWALK CONCRETE AROUND

NEW PV PIER COLUMNS (TYP)

EXISTING SIMULATOR PARKING

LOT (SEE NOTES 5, 6)

EXISTING PV PIERS

(TYP 5)

EXISTING PV PIERS

(TYP 5)

SEE NOTE 3.

INSTALL

PV PIERS (TYP 15)

INSTALL SCREEN WALL

AROUND ELECTRICAL

EQUIPMENT.

C

SCALE IN FEET

2' 4'

ECIP ENCLOSURE WALL SECTION

SECTION C

TYPICAL PRECAST CONCRETE

CAP AT SCREEN WALL

SECTION 2

ELECTRICAL EQUIPMENT SLAB

INSIDE WALLS AREA.

10.00'