DESIGN ADDITIONAL PATIENT PARKING, AREA D, NH100 … · camp lejeune, north carolina department of...
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MARINE CORPS BASE CAMP LEJEUNE CONTRACT NO. N40085-18-B-0028 SHEET NO. TITLE G-001 COVER SHEET CS101 SITE PLAN-EXISTING CONDITIONS & DEMOLITION SITE PLAN-LAYOUT & STRIPING CG101 SITE PLAN-GRADING & EROSION CONTROL DESIGN ADDITIONAL PATIENT COVER SHEET 01 MARINE CORPS BASE CAMP LEJEUNE INDEX OF DRAWINGS NAVFAC NUMBER 60021494 60021495 60021496 60021497 60021498 CD101 SHEET CODE IDENT. NO SIZE SCALE: NOTED 80091 F DES. CHK. DESIGN DIR. DR. APPROVED: PWO OR OICC SATISFACTORY TO: J. K. AVOLIS, P.E. J. C. AVOLIS, P.E. MSP / WFF SUBMITTED BY: CAMP LEJEUNE, NORTH CAROLINA DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND MARINE CORPS BASE NAVFAC DRAWING NO. DATE DATE OF T. H. BURTON, P.E. NEW BERN, NC 28561 PH.(252) 633-0068 AVOLIS ENGINEERING, P.A. P.O. BOX 15564 SPEC. 05-18-0028 10 LICENSE NO. C-0706 CG102 ENLARGED SITE PLAN-STORMWATER POND CG301 CROSS SECTION & DETAILS-STORMWATER POND 60021499 CS501 DETAILS 60021500 CG501 DETAILS 60021501 E-101 SITE PLAN-ELECTRICAL LAYOUT 60021502 ES501 ELECTRICAL DETAILS 60021503 PARKING, AREA D, NH100 SHEET COUNT 1 2 OF 10 OF 10 3 OF 10 4 OF 10 5 OF 10 OF 10 6 OF 10 7 OF 10 8 OF 10 9 OF 10 10 60021494
DESIGN ADDITIONAL PATIENT PARKING, AREA D, NH100 … · camp lejeune, north carolina department of the navy naval facilities engineering command marine corps base date navfac drawing
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
NAVFAC DRAWING NO.DATE
DATEOF
T. H. BURTON, P.E.
NEW BERN, NC 28561PH.(252) 633-0068
AVOLIS ENGINEERING, P.A.P.O. BOX 15564
SPEC. 05-18-0028 10
LICENSE NO. C-0706
CG102 ENLARGED SITE PLAN-STORMWATER PONDCG301 CROSS SECTION & DETAILS-STORMWATER POND60021499CS501 DETAILS60021500CG501 DETAILS60021501E-101 SITE PLAN-ELECTRICAL LAYOUT60021502ES501 ELECTRICAL DETAILS60021503
PARKING, AREA D, NH100
SHEET COUNT
12
OF 10OF 10
3 OF 104 OF 105 OF 10
OF 106OF 107OF 108OF 109OF 1010
60021494
SHEET
CODE IDENT. NOSIZE
SCALE: NOTED
80091F
DES.
CHK.
DESIGN DIR.
DR.
APPROVED: PWO OR OICC
SATISFACTORY TO:
J. K. AVOLIS, P.E.
J. C. AVOLIS, P.E.
MSP / WFF
SUBMITTED BY:
CAMP LEJEUNE, NORTH CAROLINA
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
NAVFAC DRAWING NO.DATE
DATEOF
T. H. BURTON, P.E.
NEW BERN, NC 28561PH.(252) 633-0068
AVOLIS ENGINEERING, P.A.P.O. BOX 15564
SPEC. 05-18-0028 10
LICENSE NO. C-0706
02
SITE PLAN-EXISTING CONDITIONS & DEMOLITION
MARINE CORPS BASE CAMP LEJEUNE
MEDI
CAL C
ENTE
R DR
HOSPITAL CORPS BLVD
60021495
EXISTING STORMWATER PONDTO BE ENLARGED - SEE SHEET CG102
LIMITS OF DISTURBANCE55,541 SF, 1.28 ACRES
SHEET
CODE IDENT. NOSIZE
SCALE: NOTED
80091F
DES.
CHK.
DESIGN DIR.
DR.
APPROVED: PWO OR OICC
SATISFACTORY TO:
J. K. AVOLIS, P.E.
J. C. AVOLIS, P.E.
MSP / WFF
SUBMITTED BY:
CAMP LEJEUNE, NORTH CAROLINA
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
NAVFAC DRAWING NO.DATE
DATEOF
T. H. BURTON, P.E.
NEW BERN, NC 28561PH.(252) 633-0068
AVOLIS ENGINEERING, P.A.P.O. BOX 15564
SPEC. 05-18-0028 10
LICENSE NO. C-0706
03
SITE PLAN-LAYOUT & STRIPING
MARINE CORPS BASE CAMP LEJEUNE
MEDI
CAL C
ENTE
R DR
HOSPITAL CORPS BLVD EXISTING STORMWATER PONDTO BE ENLARGED - SEE SHEET CG102
60021496
LIMITS OF DISTURBANCE55,541 SF, 1.28 ACRES
SHEET
CODE IDENT. NOSIZE
SCALE: NOTED
80091F
DES.
CHK.
DESIGN DIR.
DR.
APPROVED: PWO OR OICC
SATISFACTORY TO:
J. K. AVOLIS, P.E.
J. C. AVOLIS, P.E.
MSP / WFF
SUBMITTED BY:
CAMP LEJEUNE, NORTH CAROLINA
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
NAVFAC DRAWING NO.DATE
DATEOF
T. H. BURTON, P.E.
NEW BERN, NC 28561PH.(252) 633-0068
AVOLIS ENGINEERING, P.A.P.O. BOX 15564
SPEC. 05-18-0028 10
LICENSE NO. C-0706
04
SITE PLAN-GRADING & EROSION CONTROL
MARINE CORPS BASE CAMP LEJEUNE
MEDI
CAL C
ENTE
R DRLIMITS OF DISTURBANCE
55,541 SF, 1.28 ACRES
EXISTING STORMWATER POND TO BE ENLARGEDSEE SHEET CG102
MODIFIED DRAINAGE BASIN93,342 SF, 2.15 ACRES
60021497
HOSPITAL CORPS BLVD
SHEET
CODE IDENT. NOSIZE
SCALE: NOTED
80091F
DES.
CHK.
DESIGN DIR.
DR.
APPROVED: PWO OR OICC
SATISFACTORY TO:
J. K. AVOLIS, P.E.
J. C. AVOLIS, P.E.
MSP / WFF
SUBMITTED BY:
CAMP LEJEUNE, NORTH CAROLINA
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
NAVFAC DRAWING NO.DATE
DATEOF
T. H. BURTON, P.E.
NEW BERN, NC 28561PH.(252) 633-0068
AVOLIS ENGINEERING, P.A.P.O. BOX 15564
SPEC. 05-18-0028 10
LICENSE NO. C-0706
05
ENLARGED SITE PLAN-STORMWATER POND
MARINE CORPS BASE CAMP LEJEUNE
HOSPITAL CORPS BLVD
MODIFIED DRAINAGE BASIN93,342 SF, 2.15 ACRES
60021498
LIMITS OF DISTURBANCE55,541 SF, 1.28 ACRES
SHEET
CODE IDENT. NOSIZE
SCALE: NOTED
80091F
DES.
CHK.
DESIGN DIR.
DR.
APPROVED: PWO OR OICC
SATISFACTORY TO:
J. K. AVOLIS, P.E.
J. C. AVOLIS, P.E.
MSP / WFF
SUBMITTED BY:
CAMP LEJEUNE, NORTH CAROLINA
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
NAVFAC DRAWING NO.DATE
DATEOF
T. H. BURTON, P.E.
NEW BERN, NC 28561PH.(252) 633-0068
AVOLIS ENGINEERING, P.A.P.O. BOX 15564
SPEC. 05-18-0028 10
LICENSE NO. C-0706
06
CROSS SECTION & DETAILS-STORMWATER POND
MARINE CORPS BASE CAMP LEJEUNE
NOT TO SCALEA
NOT TO SCALEB
NOT TO SCALEC
60021499
SHEET
CODE IDENT. NOSIZE
SCALE: NOTED
80091F
DES.
CHK.
DESIGN DIR.
DR.
APPROVED: PWO OR OICC
SATISFACTORY TO:
J. K. AVOLIS, P.E.
J. C. AVOLIS, P.E.
MSP / WFF
SUBMITTED BY:
CAMP LEJEUNE, NORTH CAROLINA
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
NAVFAC DRAWING NO.DATE
DATEOF
T. H. BURTON, P.E.
NEW BERN, NC 28561PH.(252) 633-0068
AVOLIS ENGINEERING, P.A.P.O. BOX 15564
SPEC. 05-18-0028 10
LICENSE NO. C-0706
07
DETAILS
MARINE CORPS BASE CAMP LEJEUNENOT TO SCALEF
NOT TO SCALEE
NOT TO SCALEG
NOT TO SCALEB
NOT TO SCALEDNOT TO SCALEA
NOT TO SCALEC
NOT TO SCALEH
NOT TO SCALEJ
NOT TO SCALEK
60021500
SIGN MOUNTING
NOT TO SCALEL
SHEET
CODE IDENT. NOSIZE
SCALE: NOTED
80091F
DES.
CHK.
DESIGN DIR.
DR.
APPROVED: PWO OR OICC
SATISFACTORY TO:
J. K. AVOLIS, P.E.
J. C. AVOLIS, P.E.
MSP / WFF
SUBMITTED BY:
CAMP LEJEUNE, NORTH CAROLINA
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
NAVFAC DRAWING NO.DATE
DATEOF
T. H. BURTON, P.E.
NEW BERN, NC 28561PH.(252) 633-0068
AVOLIS ENGINEERING, P.A.P.O. BOX 15564
SPEC. 05-18-0028 10
LICENSE NO. C-0706
08
DETAILS
MARINE CORPS BASE CAMP LEJEUNE
NOT TO SCALEA
NOT TO SCALEB
NOT TO SCALEC
NOT TO SCALED
NOT TO SCALEE
NOT TO SCALEF
NOT TO SCALEG
60021501
SHEET
CODE IDENT. NOSIZE
SCALE: NOTED
80091F
DES.
CHK.
DESIGN DIR.
DR.
APPROVED: PWO OR OICC
SATISFACTORY TO:
J. K. AVOLIS, P.E.
J. C. AVOLIS, P.E.
MSP / WFF
SUBMITTED BY:
CAMP LEJEUNE, NORTH CAROLINA
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
NAVFAC DRAWING NO.DATE
DATEOF
T. H. BURTON, P.E.
NEW BERN, NC 28561PH.(252) 633-0068
AVOLIS ENGINEERING, P.A.P.O. BOX 15564
CONST. CONTR. NO. N40085-18-B-0028
SPEC. 05-18-0028 10
LICENSE NO. C-0706
09
E-101
SITE PLAN-ELECTRICAL LAYOUT
DESIGN ADDITIONAL PATIENT PARKING, AREA D, NH100MARINE CORPS BASE CAMP LEJEUNE
MEDI
CAL C
ENTE
R DR
HOSPITAL CORPS BLVD
5-31-18
60021502
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REVISIONS
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DATE
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SYM
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APPROVED
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DISCLOSURE OF INFORMATION THE CONTRACTOR SHALL COMPLY AS FOLLOWS: A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS 1. THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR 2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE. B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF RELEASE. C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
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0
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20
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GRAPHIC SCALE: 1" = 20'
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10
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20
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40
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E-101
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E-101
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A
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SCALE: 1"=20'
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SITE PLAN-ELECTRICAL LAYOUT
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PLAN
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NORTH
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AE PROJECT #18006
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EX. PARKING
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EX. GRAVEL DRIVE
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BLDG NH152
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EX. PARKING
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SWP276
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SWP24
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EX. CONCRETE WALK
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EX. CONCRETE WALK
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ELECTRICAL LEGEND
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DESCRIPTION
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POWER POLE
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GUY WIRE
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STORM SEWER
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DOMESTIC WATER
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OVERHEAD ELECTRICAL
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UNDERGROUND ELECTRICAL
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UNDERGROUND COMMUNICATIONS
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CONCRETE
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TELEPHONE PEDESTAL
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NEW
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EXISTING
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UGC
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ASPHALT
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STORM DRAIN INLET
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GRAVEL
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COMMUNICATIONS MANHOLE
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C
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ELECTRIC MANHOLE
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UGE
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SANITARY SEWER (GRAVITY)
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DITCH/SWALE CENTERLINE
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FIRE HYDRANT
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H
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Y
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D
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TPED
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LIGHT POLE
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(919) 778-9064
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P.O. BOX 11527
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GOLDSBORO, NC 27532
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TEL:
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CHECKED BY
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PROJECT NO.
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DRAWN BY
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PROJECT MGR.
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D. HAM
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218025
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B. JACKSON
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2
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2
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1
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SHALL BE RESPONSIBLE FOR SCANNING THE AREA OF WORK TO IDENTIFY TO HIS OWN SATISFACTION
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THE EXTENT OF UTILITIES PRESENT INCLUDING THE UTILITIES INDICATED TO BE PRESENT, THOSE NOT
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2. PHYSICAL SITE FEATURES OUTSIDE THE AREA OF WORK OR THOSE FEATURES NOT RELEVANT TO
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1. THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR
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SHOWN, AND THOSE SHOWN TO BE IN A DIFFERENT LOCATION.
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THE WORK BEING PERFORMED ARE NOT SHOWN FOR CLARITY.
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%%UGENERAL CONSTRUCTION NOTES:
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3. ALL EXISTING VEGETATED AREAS DISTURBED DURING CONSTRUCTION SHALL BE REVEGETATED IN
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ACCORDANCE WITH THE PROJECT VEGETATION PLAN, SEE DETAIL D, SHEET CG501.
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%%UNEW WORK ITEMS:
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INTERCEPT EXISTING CONDUIT AND PROVIDE NEW HANDHOLE TO ALLOW FOR SPLICING TO NEW WIRE.
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PROVIDE NEW 30' POLE, BASE AND FIXTURE WITH 2#10 & 1#10G IN 1"C.
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1
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REPLACE EXISTING FIXTURE WITH TYPE V DISTRIBUTION.
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SHEET
CODE IDENT. NOSIZE
SCALE: NOTED
80091F
DES.
CHK.
DESIGN DIR.
DR.
APPROVED: PWO OR OICC
SATISFACTORY TO:
J. K. AVOLIS, P.E.
J. C. AVOLIS, P.E.
MSP / WFF
SUBMITTED BY:
CAMP LEJEUNE, NORTH CAROLINA
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
NAVFAC DRAWING NO.DATE
DATEOF
T. H. BURTON, P.E.
NEW BERN, NC 28561PH.(252) 633-0068
AVOLIS ENGINEERING, P.A.P.O. BOX 15564
CONST. CONTR. NO. N40085-18-B-0028
SPEC. 05-18-0028 10
LICENSE NO. C-0706
10
ES501
ELECTRICAL DETAILS
DESIGN ADDITIONAL PATIENT PARKING, AREA D, NH100MARINE CORPS BASE CAMP LEJEUNE
ELECTRICAL NOTES
LIGHT FIXTURE SCHEDULE
POLE DETAIL
AREA LUMINAIRE - LEDPOLE BASE DETAIL
ELECTRICAL RISER DIAGRAM
ELECTRICAL HANDHOLE (NONTRAFFIC)
60021503
5-31-18
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REVISIONS
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DATE
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SYM
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APPROVED
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DISCLOSURE OF INFORMATION THE CONTRACTOR SHALL COMPLY AS FOLLOWS: A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS 1. THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR 2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE. B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF RELEASE. C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
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AE PROJECT #18006
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(919) 778-9064
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P.O. BOX 11527
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GOLDSBORO, NC 27532
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TEL:
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CHECKED BY
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PROJECT NO.
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DRAWN BY
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PROJECT MGR.
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D. HAM
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218025
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B. JACKSON
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: 1. ELECTRICAL PLANS ARE INTENDED TO PROVIDE INFORMATION FOR INSTALLATION OF A COMPLETE ELECTRICAL PLANS ARE INTENDED TO PROVIDE INFORMATION FOR INSTALLATION OF A COMPLETE ELECTRICAL SYSTEM. PROVIDE ALL ESSENTIAL LABOR, MATERIALS & DEVICES REQUIRED TO PRODUCE A QUALITY END PRODUCT. THIS INCLUDES ALL REQUIRED CONTROL WIRING OR WIRING CALLED FOR BY THE MANUFACTURE. INSTALLATION SHALL FOLLOW ALL MANUFACTURES RECOMMENDATIONS. 2. CONTRACTOR SHALL REVIEW & BECOME FAMILIAR WITH THE WORK OF ALL TRADES FOR CONTRACTOR SHALL REVIEW & BECOME FAMILIAR WITH THE WORK OF ALL TRADES FOR PURPOSES OF COORDINATION AND ROUTING. CONTRACTOR SHALL PROVIDE REQUIRED PLANNING, COORDINATION AND SEQUENCING OF ELECTRICAL INSTALLATION WITH BUILDING COMPONENTS AND OTHER TRADES. 3. ALL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRICAL CODE (NEC). WORKMANSHIP ALL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRICAL CODE (NEC). WORKMANSHIP SHALL MEET OR EXCEED INDUSTRY STANDARDS. 4. ALL WIRING, PANELBOARDS, DEVICES AND OTHER LIKE MATERIALS SHALL BE UL LISTED & ALL WIRING, PANELBOARDS, DEVICES AND OTHER LIKE MATERIALS SHALL BE UL LISTED & LABELED. ALL MATERIALS SHALL MEET THE NEC FOR THE INTENDED USE AND INSTALLED IN ACCORDANCE WITH THE NEC. 5. PROVIDE THHN/THWN COPPER WIRE. PROVIDE A MINIMUM WIRE SIZE OF #12. ALL WIRE #8 PROVIDE THHN/THWN COPPER WIRE. PROVIDE A MINIMUM WIRE SIZE OF #12. ALL WIRE #8 AND LARGER SHALL BE STRANDED. CONDUCTORS AND CONDUIT ON PLANS AND SCHEDULES REFLECT AMPACITIES PER NEC 310.15(B)(16) 75C RATING. CONTRACTOR SHALL VERIFY ALL TERMINATIONS, LUGS, ETC. ARE RATED FOR USE PER NEC 110.14(C). OTHERWISE PROVIDE CONDUCTOR AND CONDUIT SIZED PER LOWEST TEMPERATURE RATING OF ANY TERMINATION WITHIN A CIRCUIT. A SEPARATE INSULATED EQUIPMENT GROUNDING CONDUCTOR SHALL BE PROVIDED FOR ALL CIRCUITS. 9. PROVIDE MINIMUM 1" PVC SCHEDULE 40 CONDUIT FOR ALL WIRING. PROVIDE MINIMUM 1" PVC SCHEDULE 40 CONDUIT FOR ALL WIRING. 10. COLOR CODING OF WIRE SHOULD BE AS FOLLOWS: COLOR CODING OF WIRE SHOULD BE AS FOLLOWS: 480/277V PHASE A BROWN 208/120V PHASE A BLACK PHASE A BROWN 208/120V PHASE A BLACK BROWN 208/120V PHASE A BLACK 208/120V PHASE A BLACK PHASE A BLACK BLACK PHASE B ORANGE PHASE B RED ORANGE PHASE B RED PHASE B RED RED PHASE C YELLOW PHASE C BLUE YELLOW PHASE C BLUE PHASE C BLUE BLUE NEUTRAL GRAY NEUTRAL WHITE GRAY NEUTRAL WHITE NEUTRAL WHITE WHITE EQ. GROUND GREEN EQ. GROUND GREENGREEN EQ. GROUND GREENEQ. GROUND GREENGREEN
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%%ULUMINAIRE REQUIREMENTS:
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DISTRIBUTION
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MARK
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DESCRIPTION
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INPUT WATTS
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FIXTURE
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VOLTS
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REMARKS
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MULTI-VOLT INPUT
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WET LOCATION LISTED
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LED
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SOURCE
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LUMENS
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LED
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24,156
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225
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-
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TYPE 4 FORWARD
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DRIVE CURRENT
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1000mA
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HOUSING
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ALUMINIM
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MOUNT
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ROUND POLE
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OPTIONS
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DETAIL
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C
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A
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COLOR
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TEMP
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6000
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ROUND ALUMINUM POLE
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1. HOUSING - ONE-PIECE EXTRUDED ALUMINUM WITH INTERGRAL HEAT SINK FINS. HOUSING - ONE-PIECE EXTRUDED ALUMINUM WITH INTERGRAL HEAT SINK FINS. MODULAR DESIGN OF PARTS FOR EASE OF MAINTENANCE AND FUTURE LIGHT ENGINE UPGRADES. LED DRIVER IS MOUNTED IN DIRECT CONTACT WITH THE CASTING. HOUSING SHALL BE COMPLETELY SEALED (IP65). LOW EPA OF APPROXIMATELY 1.1FT . 2. 2. FINISH - MULTI-STAGE PRE-TREATMENT, FINISHED WITH ZINC-INFUSED THERMOSET FINISH - MULTI-STAGE PRE-TREATMENT, FINISHED WITH ZINC-INFUSED THERMOSET POWDER COAT WITH MINIMUM 3 MILS THICKNESS. FIXTURE SHALL PASS 2500 HOUR SALT SPRAY TEST FOR CORROSION RESISTANCE. DARK BRONZE OR BLACK STANDARD FINISH. OTHER FINISHES AVAILABLE AS INDICATED. 3. MOLDED ACRYLIC LENSES WITH ZERO UP-LIGHT AND QUALIFIED AS NIGHTTIME FRIENDLY. MOLDED ACRYLIC LENSES WITH ZERO UP-LIGHT AND QUALIFIED AS NIGHTTIME FRIENDLY. 4. CERTIFICATION - UL AND/OR ETL LISTED AND CERTIFIED FOR WET LOCATIONS. CERTIFICATION - UL AND/OR ETL LISTED AND CERTIFIED FOR WET LOCATIONS. 5. LED DRIVER - PROVIDE IN SEPARATE COMPARTMENT ACCESSIBLE WITHOUT THE USE OF LED DRIVER - PROVIDE IN SEPARATE COMPARTMENT ACCESSIBLE WITHOUT THE USE OF HAND TOOLS. CLASS 1 ELECTRONIC DRIVER WITH POWER FACTOR >90%, THD <20%, AND 10KV SURGE PROTECTION PER ANSI/IEEE C62.41.2. LUMEN AMBIENT TEMPERATURE MULTIPLIER OF 0.99 FOR 104 DEG FAHRENHEIT. PROJECTED LUMEN MAINTENANCE OF 0.97 AT 100,000 HOURS. 6. WARRANTY: 5-YEARS.WARRANTY: 5-YEARS.
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PROVIDE NEW 30' TAPERED ALUMINUM POLE (DARK BRONZE)
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1'-6"%%P
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30'-0"
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REMOVABLE POLE CAP
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OPENING) WITH COVER AND STAINLESS STEEL SCREWS.
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FULL BASE COVER - TWO-PIECE GALVANIZED STEEL.
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CONCRETE FOUNDATION
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WIRING HANDHOLE MIN. 2-1/2" X 5" (CLEAR
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INTERNAL GROUNDING LUG.
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TERMINATE CONDUITS INTERNALLY, ADJACENT
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TO HANDHOLE.
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%%UCOORDINATE POLE AND
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%%USPECIFICATIONS.
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%%ULUMINAIRE EPA WITH
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TAPERED ALUMINUM POLE
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NOTES:
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1.
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COORDINATE WIRING HOLE AND BOLT
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HOLES WITH MAST ARM PROVIDED.
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78"
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6"
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#3 TIES @ 12" CENTER TO CENTER
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CONCRETE BASE. SEE SPECIFICATIONS.
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FINISHED GRADE
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30"
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45 DEGREE CHAMFER
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BASE COVER
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HANDHOLE
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POLE AS SPECIFIED
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ANCHOR BOLTS PER MANUFACTURER'S RECOMMENDATION
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TYPE THHN/THWN WIRE. ATTACH EQUIPMENT GROUNDING CONDUCTOR TO LUG WELDED TO INTERIOR OF POLE
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#4 BARS VERTICAL @ 6" CENTER TO CENTER.
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GROUND LUG
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3/4"x10" GROUND ROD
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1" MINIMUM CONDUIT, 24" BELOW GRADE (AS REQ'D)
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%%UNOTE:
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1.POLE SHALL BE RATED FOR 105MPH POLE SHALL BE RATED FOR 105MPH PER ASCE 7-93 "FASTEST MILE" MAP OR 130MPH ASCE 7-05 "3 SECOND GUST".
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A
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ES501
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ES101
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NOT TO SCALE
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C
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ES501
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ES101
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NOT TO SCALE
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B
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ES501
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ES101
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NOT TO SCALE
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%%UNOTE:
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1.PROVIDE WITH MODE 1 VIBRATION DAMPENER. PROVIDE WITH MODE 1 VIBRATION DAMPENER.
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LED AREA LUMINAIRE
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2#10 & 1#10G IN 1"C.
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E
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ES501
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ES101
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NOT TO SCALE
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2#10 & 1#10G IN 1"C.
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2#10 & 1#10G IN 1"C.
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MANUFACTURE
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COOPER
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LITHONIA
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DECO
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MODEL
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GLEON AF 04 LED E1 T4FT BZ 7060 PER7
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D1-SERIES
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D824 SERIES
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12" X 24" X 24" DEEP
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HANDHOLE SIZING
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PROVIDE LABEL "ELECTRICAL" FOR POWER HANDHOLES
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PROVIDE WITH (2) 2 1/2" MOUSEHOLES.
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PROVIDE STAINLESS STEEL BOLTS AND INSERTS.
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10" x 10" AREA.
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COVER AND BOX SHALL WITHSTAND A SERVICE LOAD OF NO LESS THAN 15,000 LBS OVER A
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REINFORCING WITH COMPRESSIVE STRENGTH OF NO LESS THAN 10,000 PSI.
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HOUSING SHALL BE A POLYMER CONCRETE REINFORCED WITH A HEAVY WEAVE FIBERGLASS
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5.
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4.
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3.
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2.
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REQUIRED
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BOX WHEN
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SECTIONAL
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1.
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%%u HANDHOLE REQUIREMENTS
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TYPE
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1
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CRUSHED ROCK
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6"
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EARTH
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COMPACTED
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PULL SLOT
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SURFACE
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RESISTANT
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SKID
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LABEL
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HEX BOLT AND
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WASHER
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STAINLESS STEEL
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COVER
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BOX AND
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AROUND BOX
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6"
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CONCRETE RING
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10"
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6"
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6.
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ENCLOSURE, BOXES AND COVER ARE REQUIRED TO CONFORM TO ALL TEST PROVISIONS OF ANSI/SCTE 77 "SPECIFICATIONS FOR UNDERGROUND ENCLOSURE INTEGRITY" FOR TIER 8. IN NO ASSEMBLY CAN THE COVER DESIGN LOAD EXCEED THE DESIGN LOAD OF THE BOX. ALL COVERS SHALL HAVE A MINIMUM COEFFICIENT OF FRICTION OF 0.05 AND HAVE THE CORRESPONDING TIER LEVEL EMBOSSED ON THE TOP SURFACE.
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D
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ES501
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ES101
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NOT TO SCALE
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NEW BASE, POLE & LIGHT TYP. OF (3)
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NEW HANDHOLE
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EXISTING WIRING & RACEWAY
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PHOTOCELL
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LED
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25,224
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225
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-
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TYPE 5 MEDIUM
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1000mA
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ALUMINIM
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ROUND POLE
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C
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B
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6000
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PROVIDE NEW 30' TAPERED ALUMINUM POLE (DARK BRONZE)
