ECIP_Phase_2_Addendum_002.pdf
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- Attached to
- ECIP:SOLAR PV ARRAYS PHASE I (KNMD119002) AND ECIP:SOLAR PV ARRAYS PHASE II (KNMD119003)
- Solicitation number
- W912J6-14-R-0002
- Issued by
-
Department of the Army National Guard
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Phase II Addendum 002
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KNMD119003G-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
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
H T
B
U R
N
A
D
M
D
O N
N E
L L
E
N G
I N
E E
R I N
G
C
O M
P A
N Y
I N
C
C
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
EXISTING INFILTRATION BASIN
TEMPORARY CONSTRUCTION
FENCE REQURIED FOR CONTRACT
PERIOD OF PERFORMANCE
PV ARRAYS
ECIP PHASE I
AND PHASE II
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 II
CONSTRUCTION ENTRANCE AND
GATE. ECIP CONTRACTOR TO
CONSTRUCT AGGREGATE ACCESS
DRIVE AT LOCATION OF EXISTING
GATE.
1 07/28/14 ADDENDUM 002 MZ
E
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SS
x
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x
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x
S
S
EXISTING APRON
AGE
BUILDING
EXISTING FENCE
U E
UE
U E
U
E
BLDG 2324
EXISTING APRON
I-EX-TEXT
UE
U E
U
E
U
E
E
T59
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U
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
N
M
L
K
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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
E
N G
I N
E E
R I N
G
C
O M
P A
N Y
I N
C
C
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
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
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
' T
Y P
E
E U E
U E
U
E
U
E
E
E
E
' A
T F
P
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
EXISTING LIGHT
POLES
m
.2 m
[4 .0 m
.2 m
[4 .0
' T
Y P
' T
Y P
A
T F
P
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.
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
E
N G
I N
E E
R I N
G
C
O M
P A
N Y
I N
C
C
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
R. BARUTH
C.E. BUILDING
PARKING LOT SITE PLAN
G
A R
D N
E R
R D
W
O
R C
H E
S T
E R
R D
NOTES:
| KNMD119003 G-003-R1 |
| KNMD119003 C-101-R1 |
| KNMD119003 C-102-R1 |
File details come from the government source that posted it. Updated .