320 10TH ST - ROW19-0036 vc'\'' RIGHT OF WAY PERMIT PERMIT NUMBER
":."'77". CITY OF ATLANTIC BEACH ROW19-0036
r 't,
800 SEMINOLE ROAD ISSUED: 10/29/2019
`��rt'� ATLANTIC BEACH. FL 32233 EXPIRES: 1/27/2020
MUST CALL°INSPECTION.PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION..,
ALL WORK MUST-CONFORM TO THE CURRENT 6TH,EDIITION (2017) OF THE FLORIDA BUILDING'
t CODE, NEC, IPIVI.C, AND CITY-DO ATLANTIC BEACH CODE OF ORDINANCES ..
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. .. . s,
NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property
that may be found in the public records of this county,and there may be additional permits required from other
governmental entities such as water management districts,state agencies,or federal agencies.
JOB ADDRESS:; . PERMIT TYPE: DESCRIPTION:e a, VALUE OF WORK: •
32010TH ST RIGHT OF WAY SINGLE OR TWO install 35-ft. pole for new $0.00
FAMILY RIGHT OF WAY home
TYPE OF REAL ESTATE $UILDING USE,
ZONING: SUBDIVISION:
• : CONSTRUCTION: „ ° NUMBER:• •, „ : ,GROUPS
o
170032 0000 ATLANTIC BEACH
COMPANY, ADDRESS CITY ��, , STATE: ZIP:
Jacksonville Electric 21 W. Church Street Jackonville FL 32202
Authority
: .,. .OWNER.. . ADDRESS: CITY: STATE: ZIP; . ..
BRECHBILL ALAN L 479 ENGLISH IVY CT HUMMELSTOWN PA 17036
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT
IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
: ;, : =L-IST OF CONDITIONS a °.
Roll off container company must be on City approved list. Container cannot be placed on City right-of-way.
1 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site during construction.
2 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL
Notes:
Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapells,Inc.,Republic Services,Donovan Dumpsters,
Phillips Containers,JDog/Dennis Junk Removal,All American Roll Off,WCA Waste Corporation). Container cannot be placed on City right-of-way.
Issued Date: 10/29/2019 1 of 2
i--\'Pi„ RIGHT OF WAY PERMIT PERMIT NUMBER
.--,.....i..-.,:., `.. CITY OF ATLANTIC BEACH ROW19-0036
��" r
" -. r' ISSUED: 10/29/2019
, `~= + V 800 SEMINOLE ROAD
`r'r;I�� ATLANTIC BEACH. FL 32233 EXPIRES: 1/27/2020
3 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL
Notes:
Full right-of-way restoration,including sod,is required.
4 PUBLIC WORKS RUNOFF INFORMATIONAL
t
Notes:
All runoff must remain on-site..Cannot raise lot_elevation..
5 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL
Notes:. , ,
Any damage done to infrastructure must be repaired by Contractor.
6 PUBLIC UTILITIES UNDERGROUND WATER SEWER UTILITIES INFORMATIONAL
Notes:'
Avoid damage to underground water and sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field'
coordination is needed,call'247-5878.
7 PUBLIC UTILITIES UTILITY MAP INFORMATIONAL
Notes:
See,attached Utility Map. -
# ,a, .. , , FEES'. ., w ,. 8„,' a, ,, meq.
DESCRIPTION ACCOUNT QUANTITY . PAID AMOUNT
TOTAL:
Issued Date: 10/29/2019 2 of 2
0 City of Atlantic Beach , � � APPLICATION NUMBER
Building Department — c s;=.,i (To be assi ed by the Building Department.)
fir; s 800 Seminole Road Ow t .–(/� 0
Atlantic Beach, Florida 32233-5445a OCT 2 2 2019 n 11 "l l'S
F , - Phone(904)247-5826• Fax(904)g47-584
A•r,,;�t)r E-mail: building-dept@coab.us x /•99 Date routed: (;11)1c --"c:) 1 1 1
City web-site: http://www.coab.ust✓`t'.
APPLICATION REVIEW AND -TRACKING FORM
Property.Address: c1/43t3--0. Department review required Yes No •
L Building
Applicant: �•-- Planning &Zoning
Tree Administrator •
Project: tC, Public Wo ks`;,°':
r1 S7i� A S 3 :eo\t_ .`1 ( ,
Public Utilities )
vv Public Safety
Fire Services
Review fee $ - _ -_ Dept Signature 1
Review or Receipt
Other Agency Review or Permit RequiredDate
of Permit Verified By
Florida Dept.of Environmental Protection
-Florida Dept.of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: XApproved. ❑Denied. . ['Not applicable
(Circle one.): Comments:
BUILDING
PLANNING &ZONING Reviewed by:Q Date:
TREE ADMIN.. Second Review: Approvedas revised. nDenied. • .❑Not applicable
PUBLIC WORKS f Comments:
PUBLIC UTILITIES
•
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable
Comments:
Reviewed by: Date:
Revised 05/19/2017
PUBLIC WORKS PLAN REVIEW COMMENTS
Date: "J Application#: 0‘• / O 3,6
Project Address: 3,2 O )1-4 � ,
l
Box
CONDITIONS OF APPROVAL TO PRINT ON PERMIT Check heckto ct
Driveway All concrete driveway aprons must be 5"thick,4000 psi, with fibermesh from edge of pavement
Apron to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. 0
(Commercial driveways—6"thick).
Erosion Full erosion control measures must be installed and approved prior to beginning any earth
Control disturbing activities. Contact the Inspection Line (247-5814)to request an Erosion and Sediment 0
Control Inspection prior to start of construction.
Onsite All runoff must remain on-site during construction.
Runoff
Post Const. If on-site storage is required, a post construction topographic survey documenting proper
TOPO construction will be required. All water runoff must go to retention area and retention overflow 0
Survey must run to street.
Pool Pool—Wellpoint(if used) must discharge into vegetated area 10' minimum from street or drainage ❑
Wellpoint feature (swale, structure or lagoon).
Roll off container company must be on City approved list(Advanced Disposal, Realco Recycling,
Roll off Shapells, Inc., Republic Services, Donovan Dumpsters, Phillips Containers,JDog/Dennis Junk
Container Removal,All American Roll Off,WCA Waste Corporation). Container cannot be placed on City ROW.
ROW Full right-of-way restoration, including sod, is required.
Restoration
Utility Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid ❑
Road Cut 10' in each direction from the center of the cut. Repair must be shown on the plans.
Construction Provide construction site management plan, including location of silt fence, dumpster, portable ❑
Site Mgmt. toilet. Right-of-Way Permit is required if using right-of-way for construction parking.
Runoff All runoff must remain on-site. Cannot raise lot elevation.
Document Strongly suggest thorough documentation of impervious areas be recorded. 0
Impervious
Slab Slab and driveway to be fully removed. ❑
Driveway
Maximum Maximum driveway width within the City right-of-way is 20'. 0
Driveway
Circular Maximum circular driveway width within the City right-of-way is 12'. 0
Driveway
Grass Full site to be grassed.TOP ❑
Must provide a topographic(TOPO) survey with water retention for final CO Inspection. 0
Survey
Revision Any plan change must be submitted as a Revision to the Building Department. ❑
Fencing All old fencing and debris must be removed from job site by Contractor. 0
Removed
Decking All old decking and debris must be removed from job site by Contractor. 0
Removed
Infra- Any damage done to infrastructure must be repaired by Contractor.
structure
Revised 2/26/19
w.,g City of Atlantic Beach APPLICATION NUMBER
r Building Department (To be assigned by the Building Department.)
800 Seminole Road > 1. j� ��.D
7.4 Atlantic Beach, Florida 32233-5445 111 l "l
J Phone(904)247-5826 • Fax(904)247-5845
-yr' E-mail: building-dept@coab.us Date routed: ( 0 1 �a
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: _ -O 1 0 Ls-4 . Department review required Yes No. •
Building
Applicant: Planning &Zoning
c" C, L� Tree Administrator
J
Project: t r C4.VI �� i-t •oo`.� -� u( Public W. ks
nPublic Libities :7
►n,‘_& LPublic Safety
Fire Services
Review fee $ Dept Signature .
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Florida Dept.of Environmental Protection
Florida Dept.of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLI ION STATUS
Reviewing Department First Review: Approved. ❑Denied. ❑Not applicable
(Circle one.) Comments:
BUILDING
PLANNING &ZONING Reviewed by: ate: /0-2 -if
TREE ADMIN. Second Review: A roved as revised. Denied.
❑ pp ❑ Not applicable
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by:. Date:
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable
Comments:
Reviewed by: Date:
Revised 05/19/2017
PUBLIC UTILITIES PLAN REVIEW COMMENTS
Date: Application#:
Project Address:
Check Box Check
APPLICATION TRACKING COMMENTS to Add Box to
Comme t Print
Underground Avoid damage to underground water and sewer utilities. Verify vertical and
Water Sewer horizontal location of utilities. Hand dig if necessary. If field coordination is
Utilities needed, call 247-5878.
Meter Boxes Ensure all meter boxes, sewer cleanouts and valve covers are set to grade
Sewer Cleanout and visible. 0 0
A sewer cleanout must be installed at the property line. Cleanout must be
RT1 Sewer covered with an RT1 concrete box with metal lid. Cleanout to be set to grade ❑ 0
Cleanout and visible.
A reduced pressure zone backflow preventer must be installed if irrigation will
RPZ be provided or if there is a private well on the property. Backflow preventer ❑ ❑
Backflow must be tested by a certified tester and a copy of the results sent to Public
Utilities.
Plans note the building will be unsprinkled. If plans change,any fire line
Sensus installed must be metered with a Sensus touch-read meter in a properly sized
Touch-Read vault and an appropriate backflow preventer installed. Backflow preventer 0 ❑
Meter must be tested by a certified tester and a copy of the results sent to Public
Utilities.
Fire Sprinkler If fire sprinkler system is provided, call 247-5878 for backflow requirements.
RequirementBackflow
At a minimum,will require a double check backflow preventer. ❑ 0
Fire Line Fire lines must be metered with a Sensus touch-read meter. Meters larger ❑ ❑
Meter than 2" must be installed in a vault as noted in JEA specifications. E(///
Utility Map See attached Utility Map.
Disconnect
&Cap Disconnect and cap water and sewer lines. ❑ ❑
Inspection Must call the Inspection Line at 247-5814 to request an inspection of the
Prior disconnected and capped water and sewer lines prior to demolition. ❑ ❑
❑ ❑
❑ ❑
❑ ❑
O 0
• s-'w RIGHT-OF-WAY/EASEMENT PERMIT APPLICATION «' qliglr City of Atlantic Beach H IG `•
'~ 800 Seminole Road,Atlantic Beach,FL 32233 REQUIRED.'
PERMITTEE RESPONSIBLE FOR NOTIFYING 811 AND OBTAINING UTILITY LOCATES OCT 2 2 2019 • '
[^
Job Address S0� ^ OD 3(0
3ZC� �� / Permit Number l _l
• Building Department
Contractor Information City of Atlantic Beach, FL
Company J-F 1r7 . Qualifying Agent .. •
- Address Z.j! ...L e61 ((AC . : 8d', City ')/X. • State. iC1 Zip 3ZZCJ
Phone Email
State Certification/Registration# .... -
Architect Phone Email
Engineer R R . �, oliost9h Phone 66,c-799 3 Email 5;r,11l2be jeA, CO"-7
Workers Compensation Insurers • - • OR Exempt❑Expirati//o''n Date •
•
• Permittee declares that prior to filing this application they have ascertained the location of all existing utilities,both aerial
and underground and the accurate locations are shown on the sketches,
• Whenever necessary for the construction,repair,Improvement,maintenance,safe and efficient operation,alteration or
• relocation of all,or any portion of said street or easement as determined by the Public Works Director,any or all said poles,
- wires,pipes;cables or other facilities and appurtenances authorized hereunder,shall be immediately removed from said
street or easement or reset or relocated hereon as required by the Public Works Director and at the expense of the
Permittee unless reimbursement is authorized.
• All work shall meet CityofAtlantic Beach or Florida Department of Transportation.Standards and be performed under the
K
supervision of , .ci,rn sS(9e^ (Project Superintendent)
with(Company Name) A Phone 4G:S'- 7293 •
• All materials and equipment shall be subject to inspection by the Public Works Director.
• All city property shall be restored to its original condition as far as practical,in keeping with City specifications and the '
• manner satisfactory to the City. • - • •
• A sketch of plans covering details of this installation,as well.as a copy of'a recent survey shall be made a part of this permit.
Calculations showing any increase in impervious area on owner's lot or in the City right-of-way are to be included with
this application. •
• The permittee shall commence actual construction in good faith within ' • days. If the,beginning date is more than 60
days from date of permit approval then permittee must review the permit with the Public Works Director to make sure no'
changes have occurred in the area that would affect the permitted construction.
• It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right,
title and interest in the land to be entered upon and used by the holder,and the holder will,at all times,assume all risk Of
and indemnify,defend and save harmless'the.City of Atlantic Beach from and against any and all loss,damage and cost of
expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges.
• Th I' ' or; i•--c or shall be notified 24 hours prior to starting work and again immediately upon completion.
• i' JeAr Date '/0/Z2.//
Permittee(signed in presence of•.otary Public)
STATE OF FLORIDA,COUNTY OF DUVAL
The foregoing instrument was acknowledged this day of . .20
•
by . ,who personally appeared before me and
(printed name of Permittee)
acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it.
• [ j Personally Known
Signature of Notary Public,State of Florida [ ]Produced Identification(Type) -
H:\Applications&Forms\Word Documents\201801001 Right-of-Way Easement Permit Application.docx Revision Date:10/1/18
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ENGINEERING DESIGN
ORACLE PERMIT MAXIMO DATE REL
PROJECT#:40328 N.O.; 8005964 WO#: 30489928 CONST: 10/21/19
CIR. TREE TRIMMING
SUB-STA: NEPTUNE BEACH N,O.: 563 REQ'D:NO
CELL
ENGINEER: Robert Simpson N,O„ N/A ZIP CODE: N/A
CUSTOMER/ SVC PHONE
LOCATION: 318 10TH ST./35/4W INSTALL 563 CENTER: SSSC N.O.:665-7793
OT • 1/OT MIIIIIIMIli Ch" , 1
STA 1, P#318 10TH ST./INSTALL 35/4W, RUN 4/OP ki µ'!Vi
TO STA 2. I
0
STA 2, P#321 10TH ST./ INSTALL 25KVA. a 0b 1111
1 , 1
***** NARROW ROAD, NEW HOME BUILD. ***** 1 N',1 Fl
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38 319 11 ,-, -' 1
331 327 321 0 0 1 '`,,
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•`. -' CUE Reports
Estimate Number:40328 318 10TH ST./INSTALL 35/4W Estimate Type:SR Contract:089-16-HM OH FY19
Estimate.Version: By: SIMPRB
MWO#/Task:30489928 Required Date:
Oracle Project#:8005964 Estimated On: 10/09/2019
Cost Estimate
Materials JEA Contractor
1.New Material Cost(w/sales tax) $747.62 $747.62
2.Transformer Cost(w/sales tax) $921.13 $921.13
3.Returned Material Salvage Value $0.00. $0.00
Labor
4.Crew Time $727.24 $2,043.42
5.Extraordinary Costs $0.00 $0.00
•
JEA Overhead
6.Fringe Benefits(43.52%of lines 4&7) $404.95 $121.59
7.Engineering Costs(Variable%of line 4) $203.26 $279.40
8.Project Equipment Costs(40%of total equipment costs) $425.82 $0.00
9.Material Handling(6.67%of lines 1 &2) $111.31. S111.31
10.Inspection(6.84%of line 4) $0.00 $139.77
11.Total Cost of Project $3,541.34 $4,364,24
12.Work Order Estimate(Line 11 minus line 8,9,&10) $3,004.21 $4,252.94
13.Billable Equipment Depreciation(60%of total equipment costs) $638.74 $0.00
14.Billing Estimate(Including Transformer Cost)(Lines 11+13+(64.49%of 4&7)) $4,780.15 $4,544.43
15.Billing Estimate(W/O Transformer Cost)(Lines 11+13+(64.49%of 4&7)-Line 2) $3,859.02 $3,623.30
Time Estimate
Crew Hours Total Manhours
5.83 23.32
•
CUE Reports
Estimate Number:40328 318 10TH ST./INSTALL 35/4W Estimate Type:SR Contract:089-16-HM OH FY19
Estimate Version: By: SIMPRB
MWO#/Task:30489928 Required Date:
Oracle Project#:8005964 Estimated On: 10/09!2019
CU Detail
♦ r' 's5 !a+ div. a �j` •
Ori" 4 L 9 r N . ( . as 4134
�5• •nxr ` .=ar '. •A '! � ^
Build Transfer Remainin Ptace . Remove
C.4/OP 80
G3W*2 1
GY3*5 1
P.35/4W 1
S4*4/0 1
SEVP 1
",fir..,• n �h t `*` r iii y�,0c t l 2. }
.00•
Build Transfer Remain in Place Remove
DGA*25 1
DHLC*2 1
G1W*2 1
RUBUP 4
S20ES*4/0-1/0 2
S20ES*4/0-4/0 1
S9*1/0 2
S9*2 2
RUBDOWN 4
i_ CUE Reports
Estimate Number:40328 318 10TH ST./INSTALL 35/4W Estimate Type:SR Contract:089-16-HM OH FY19
Estimate Version: By: SIMPRB
MWO#/Task:30489928 Required Date:
Oracle Project#:8005964 Estimated On: 10109/2019
Conductor, Conduit and Pipe Detail
Quantities
From Station To Station CU Build Transfer Remain Remove
01 2 C.4/OP 80 0 0 0
CUE Reports
Estimate Number:40328 318 10TH ST./INSTALL 35/4W Estimate Type:SR Contract:089-16-HM OH FY19
Estimate Version: By: SIMPRB
MWO#/Task:30489928 Required Date:
Oracle Project#:8005964 Estimated On: 10/09/2019
Material Summary
Item Quantity Item Number Item Description
1 ANCSS002 ANCHOR, SCREW, SINGLE-HELIX, GALVANIZED 10"X 8'X 1-1/4", SHIP
ON OPEN FLATBED ONLY!
1 ARRLI003 ARRESTER, LIGHTNING, 18 KV, DISTRIBUTION CLASS AND RISER
POLE(MOV)WITHOUT MOUNTING BRACKET, 15.2/26.4Y NOMINAL
VOLTAGE
2 BOLMS020 BOLT, MACHINE, 5/8"X 14", SQUARE HEAD GALVANIZED STEEL,
W/SQUARE NUT ATTACHED, (MUST BE SHIPPED IN STD. BOX
QUANTITIES OF 50 EACH)
2 BOLMS035 BOLT, MACHINE,3/4"X 12", SQUARE HEAD GALVANIZED STEEL,
W/SQUARE NUT ATTACHED, (MUST BE SHIPPED IN STD. BOX
QUANTITIES OF 25 EACH)
1 BOLMS036 BOLT, MACHINE, 3/4"X 14", SQUARE HEAD GALVANIZED STEEL,
W/SQUARE NUT ATTACHED, (MUST BE SHIPPED IN STD. BOX
QUANTITIES OF 25 EACH)
80 CAIOS003 CABLE,4/0-19 (PAP),OVERHEAD SERVICE DROP,600 VOLT
MULTIPLEX CABLE"VICKSBURG" PRE-ASSEMBLED PARALLEL 1000
FOOT REELS
15 CAIRH010 CABLE, NO.4 SOFT DRAWN SOLID COPPER, COVERED TAP WIRE
WITH LAYER OF FLEXIBLE, BLACK, THERMOPLASTIC ELASTOMER
INSULATION (SHIPPED IN 200 FOOT HAND COIL)(20,000 FT MIN
ORDER)
2 CLAGROO1 CLAMP, GROUND ROD,.5/8"-4SOL"HAMMERLOCK"
1 CLAHL001 CLAMP, HOT LINE,6-1/0-MAIN, 6-1/0-TAP
1 CLASR002 CLAMP, STRAIN RELIEF WEDGE,ALUMINUM, 1/0 TRI-4/0 PAP
2 CLASR003 CLAMP, STRAIN RELIEF WEDGE MESSENGER, SIZE:#6-2/0
1 CLASS006 CLAMP,STRAIGHT STRAIN,ALUMINUM, 10000#3/0-556 ALUM (STD
PKG 15 EA)
1 CLATG001 CLAMP,TRANSFORMER TANK GROUND, "BRONZE"6 SOL- 1 STR.
9 CNNCP002 CONNECTOR,#2, 6-2 MAIN, 2-1/0 TAP,ALUMINUM COMPRESSION,
PARALLEL TAP,
4 CNNCP004 CONNECTOR,#4, 1/0-2/0 MAIN, 1/0-3/0 TAP COMPRESSION,
PARALLEL TAP,ALUMINUM,
4 CNNCP006 CONNECTOR,#6, 1/0-2/0 MAIN, 3/0-4/0 TAP COMPRESSION,
PARALLEL TAP,ALUMINUM,
3 CNNCP007 CONNECTOR,#7, 3/0-4/0 MAIN, 3/0-4/0 TAP COMPRESSION,
PARALLEL TAP,ALUMINUM,
2 CNNCP008 CONNECTOR,#5,6-2 MAIN,4/0 TAP, COMPRESSION, PARALLEL TAP,
ALUMINUM,
2 CNNGROO2 COUPLING, GROUND ROD, "THREADLESS" REMARKS: FOR
THREADLESS GROUND RODS
3 CNNTS007 CONNECTOR, TRANSFORMER SECONDARY SET SCREW TYPE WITH
INHIBITOR,3/4"STUD RANGE: 10-500, 6-PORTS
5 CNNVG003 CONNECTOR, 6-2 SOL/10-2 SOL, VISE GRIP PARALLEL, BRONZE
29 COBCO028 CONDUCTOR, #4 SOLID, SOFT DRAWN, BARE COPPER, 200',25#,ON
PLASTIC REEL,4"X 11.5"W/2"HOLE
140 COBCW01.4 CONDUCTOR,#4,TYPE 40 DSA, COPPERWELD&COPPERWELD-
COPPER.204" DIAMETER 1480#BREAKING STRENGTH(50#COIL-
CUE Reports
Estimate Number:40328 31810TH ST./INSTALL 35/4W Estimate Type:SR Contract:089-16-HM OH FY19
Estimate Version: By: SIMPRB
MWO#rfask:30489928 Required Date:
Oracle Project#:8005964 Estimated On: 10/09/2019
427' )
14 COVIC002 COVER, "D"DIE, INSULATING, 2-1/2"
1 CUTOT004 CUTOUT, 100-AMP, OPEN FUSED, 15/26 KV, (48 EA PER PALLET)
1 FUSOH022 FUSE, OVERHEAD DISTRIBUTION, 1.6 AMP, TRANSFORMER
2 GUAAN002 GUARD,ANIMAL, MINI SHED MOUNT, FOR USE WITH ENERGIZED
TRANSFORMERS AND ARRESTERS,TO BE INSTALLED AROUND
FIRST SKIRT ONLY
1 GUAAN006 GUARD,ANIMAL, FOR FUSE CUTOUTS,JEA UNIVERSAL DESIGN
MADE FROM SILICONE RUBBER
2 GUAGW001 GUARD, GROUND WIRE, 1/2"X 1/2"X 96", GRAY PLASTIC
1 GUAGW002 GUARD, "YELLOW", GUY WIRE, 1/4"TO 1/2"8', POLYETHYLENE, USED
ON ALL 3/8"AND 7116" GUY STRANDS (DISTRIBUTION)
1 GUYAT008 GUY HOOK, COMBINATION, MALLEABLE OR DUCTILE IRON, HOT DIP
GALV. 13/16" MOUNTING HOLE, 20,000 LB MIN. ULT.STRENGTH. FOR
WOOD OR CONCRETE POLES
2 GUYGR001 GRIP, GUY, 3/8", 26", GALVANIZED
50 GUYST005 STRAND, GUY,3/8"DIA, 7 PER STRAND, GALVANIZED STEEL, CLASS
"B"GALV. OR BEZINOL IS ACCEPTABLE (500'COIL)
1 INSGB002 INSULATOR, STRAIN, GUY BREAKER,21,000#RATED, 60" ROD
LENGTH, FIBERGLASS FOR USE ON JEA'S DISTRIBUTION SYSTEM
ONLY
1 INSS0002 INSULATOR, SUSPENSION,4", CLASS 52-9 NEMA STRENGTH 10000#,
GALV.FITTINGS
1 POLW0003 POLE,WOOD, 35'CLASS 4 (T/L=44),WEIGHT=1,026 LBS
4 RODGR003 ROD, GROUND, THREADLESS,5/8"X 8', SHIP ON OPEN FLATBED
ONLY!
2 SLEAL002 SLEEVE, ORANGE TO ORANGE NEUTRAL 4-4 ALUMINUM TRIPLEX
NEUTRAL SPLICING
2 SLEAL003 SLEEVE, RED TO RED NEUTRAL 2-2 ALUMINUM TRIPLEX NEUTRAL
SPLICING
1 STIC0001 STIRRUP, COMPRESSION, 2-1/0,ALUMINUM BODIES, COPPER BAIL,
BAIL SIZE-2-SOL
1 TAGH0007 ALUMINUM VERTICAL TAG HOLDER FOR ADHESIVE BACK
CHARACTERS((NOT FOR"SLIDE IN"CHARACTERS)). 19.5"HIGH.X 2"
WIDE WITH 3-1/8"NAIL HOLES @ THE TOP AND THE BOTTOM. (PKG.
•
• OF 50 EACH)
1 TRACG003 TRANSFORMER, 25 KVA, 14760/25565Y VOLT PRIMARY, 120/240 VOLT
SECONDARY,SINGLE PHASE, CONVENTIONAL
2 WASRD004 WASHER, ROUND, 5/8" BOLT SIZE X 1 3/4"DIAMETER, GALVANIZED,
650 EA P/BOX)
5 WASRD005 WASHER, ROUND, 3/4"BOLT SIZE X 2"DIAMETER, GALVANIZED,***
500 EACH PER BOX***
5 WASSF003 WASHER, SQUARE FLAT, 3"SQ X 1/4", 5/8"X 3/4"BOLT SIZE,
GALVANIZED
5 WASSP002 WASHER,SPRING,3/4"BOLT SIZE, DOUBLE COIL HELICAL TYPE,
GALVANIZED(EXTRA HEAVY DUTY)
E41. CUE Reports
Estimate Number:40328 318 10TH ST./INSTALL 35(4W Estimate Type:SR Contract:089-16-HM OH FY19
Estimate Version: By: SIMPRB
MWO#/Task:30489928 Required Date:
Oracle Project#:.8005964 Estimated On: 10/09/2019
CU Summary
x ° • ws.2 s si a� � ' � .: , r Yom €
CU Name Quantity Description
C.4/0P 80 4/0 MC PAP W/4/0 MAC NEUTRAL
DGA*25 1 TRANS;26.4KV 120/240 25KVA
DHLC*2 1 #2 AL. HOT-LINE CLAMP
G1W*2 1 WOOD POLE-EQUIPMENT GROUND
G3W*2 1 WOOD POLE-NON-EQUIPMENT GROUND
GY3*5 1 GY3*5,3/8"DOWNGUY W/8 FT SCREW ANCHOR
P.35/4W 1 35 FT.CLASS 4 WOOD POLE
RUBUP 4 LINE RUBBER INSTALLATION, PER SECT.
S20ES*4/0-1/0 2 SECONDARY CONNECTION AT POLE
S20ES*4/0-4/0 1 SECONDARY CONNECTION AT POLE
S4*4/0 1 SECONDARY DEADEND.
S9*1/0 2 SECONDARY SPLICE
S9*2 .2 SECONDARY SPLICE
SEVP 1 SEVERE COND. FOR POLE SETTING CREW
t� r n' i x�7 yt y„,' ^ "'d r,4.t9 # ,a ,;s., f yY. t.. � �.: 5:,+•‘k
CU Name Quantity Description
RUBDOWN 4 LINE RUBBER REMOVAL, PER SECT.