HomeMy WebLinkAbout22-4100M BGC-004100-2022
Issue D. 05/20/2022
Ts
7"ermit TvDe: Buildina General (Commercial)
Address: Po Box 563
SHARPSBURG, NC 27878
Phone: (813) 763-8777
Building Valuation:
Electrical Valuation:
Mechanical Valuation:
Plumbing Valuation:
Total Valuation: $0.00
Total Fees:
Amount Paid:
Date Paid:
REINSPECTION FEES: (c) With respect to einspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
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 permit required from other governmental
entities such as water management, state agencies or federal agencies.
11111111PRE11
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE
�[If''j
Fu W.0 df
PEPIT OFFICEI)
WIII a ar 11 1111 T 0 %M - 'r�
AM119*11=1*1"I 11-S4161M 11 0 , WAS-H-COR
t i CITY OF ZEPHYRHILLS - BUILDING DEPARTMENT ' I €
i
DATE: RIGHT-O&WAY USE PERMIT PERMIT#
No construction underground or above ground of any facility shall be accomplished on any City Rights of Way without written approval from the
City Building Department, Any application for approval of construction operations on any City owned Rights of Way shall furnish a detailed drawing
showing the complete scope of the proposed work in triplicate to the office of the Building Official for approval prior to the commencement of any work. A
copy of this permit is to he kept readily available at the site of the work at all times.
PARCEL I.D. # 34-25-21-0000-00300-0085 CITY ROAD GREEN SLOPE DR
DATE:
LOCATION (Legal Description) :
COM AT NE GDR OF SE1/4 OF SEC TH N89DO 58' 35"W ALO NORTH LI NE OF SE114 1345.17 FT TO POIN T ON NLY
EXTENSION OF WEST LN OF GREEN SLOPE DR TH SOODG 07' 42"W 925.75 FT FOR POO TH CONT SOODG 07' 42"W
Permission is hereby granted to
for the construction and maintenance of -
_subject to the following conditions:
1. The construction and maintenance of such utility shall not interfere with the property and rights of a prior occupant.
L All work shall be done in keeping with the standards of the City Streets Department and under the supervision of the City Building Official, who
will be notified at least one day prior to commencement of construction.
3. All materials and equipment shall be subject to inspection by the City Building Official.
4. During construction all safety regulations of the Department of Transportation shall be observed and the City shall be relieved of all
responsibility from damage of any nature arising from this permit. Subject to the same terms and conditions, the permit holder may take such safety
measures, including placing and display of caution signs, as it may deem necessary in conduct of construction and maintenance work hereunder. It is the
responsibility of the permittee to????
4. All private and all City properly shall be restored to its original condition as far as practical in the opinion of the City Building Official.
6. All underground crossing installations shall be laid at such depth as may be specified by the City Building Official.
7. The sketch covering the details of this Installation shall be made apart of this permit. This permit is granted with the understanding that the
applicant has notified all other utility users in the area covered by the permit and takes full responsibility for any damage incurred by prior installations as a
result of his operations in order that they may safe guard their interests.
8. It is expressly stipulated that this permit is a license for permissive use only and that the placing of faeilities upon public property pursuant to
this permit shall not operate to create or to vest any property right in said holder.
9. Whenever the City decides to further exploit the City Rights of Way, any or all said poles, wires, pipes, cables, or other facilities and
appurtenances authorized hereunder, shall be immediately removed from said Rights of Way, or reset or relocated thereon as required by the City Building
Official at the expense of the holder of this permit.
10. The holder shall save and keep the City harmless from any and all damages, claims, or injuries that may occur by reason of the construction,
maintenance, and operation of said facility.
11. The holder shall complete the requested work within days or this permit shall become null and void. In the event the work
requested is not completed upon the expiration date of this permit, the City shall have the right to complete such work and to charge the holder of the permit
for all costs incurred in completing said work.
12. The holder shall post a cash or surety bond with the City Manager in the sum of $ dollars to guarantee performance of the
obligations herein, and to guarantee maintenance of the right-of-way described herein for a period of one (1) year following completion of the requested
installation. In the event a surety bond is posted, the surety bond shall be made payable to the City and shall obligate the surety to hold the City harmless in
the event the holder of this permit should fail to meet any of its obligations hereunder. The bond shall also indemnify the City for all court costs and
reasonable attorneys fees in the event legal action is required to collect on said bond.
iA
,
SUBMITTED BY:
(Permittee) �M�ic,/hael Hall SR Engineer
Signature & Title l`�'14C1' Q(-Z ww—1 3:,e
Address 120 E LIME STREET LAKELAND FLORIDA 33801
APPROVED BY:
CITY OF ZEPHYRHILLS
Building Official
Date:
Utilities Supervisor '�4"Z' :f�✓I t*V," 44
Date:
4'{{ { ,',r3„i*,,.._....
Public Ware ® f,a»
Date:
City Manager
N
BE
125'
I
NOTE: ALL UTILITIES IN AREA ARE APPROXIMATE. NOTE:
ALL BORES WILL BEGIN AND END AT A MINIMUM OF LOCATE PRIOR TO CONSTRUCTION. RIGHT OF WAYS WILL BE RESTORED TO AS
1 O'FROM EXISTING EDGE OF PAVEMENT. OD AS OR BETTER THAN ORIGINAL
L MAINTAIN A 24" MINIMUM SEPARATION FROM ALL
U Ti
TILITIES.
NOTE:
N 0 nj
NOTE:
ALL UTILITIES NOT SHOWN IN RIGHT OF WAY WILL
BE LOCATED PRIOR TO START OF CONSTRUCTION. NOTE: ROW MEASUREMENTS ARE TAKEN FROM
DRIVEWAYS, TREES & CULVERTS WILL BE PASCO COUNTY GIS SYSTEMS
DIRECTIONAL BORED.
a/ Arts Ct
ro n bi. e r
C 0 M� r1i UIN I C AT t 0 N S KCI
�'W-W-11
WOM 4182057
Proposed placement of approx. 38 of 1.25" HI)PE with FOC
:I
crossing Green Slope Dr and (2) 2X3 20k hand hole. This is
needed in order to provision fiber service for 7315 Green Slope
Dr
Range: 21 E 25S
SCALE: N/A
[10
ANY FACILITIES NOT
REFLECTED WILL BE LOCATED
BY C"ALLING IN LOCATES PRIOR
TO ANY CONSTRUCTION
A MINIMUM 2'HORIZONITAlL
AND VERrr4CAL CLEAJRANCE
WILL BE MAIDE OF ALL
FACiLITIES At,,o!D STORM
DRAINS
NOTE: ALL UTILITIES IN AREA ARE APPROXIMATE. NOTE:
ALL BORES WILL BEGIN AND END AT A MINIMUM OF LOCATE PRIOR TO CONSTRUCTION. RIGHT OF WAYS WILL BE RESTORED TO As
A MINIMUM OF
10'FROM EXISTING EDGE OF PAVEMENT. GOOD AS OR BETTER THAN ORIGINAL
' JCMAINTAIN A 24" MINIMUM SEPARATION FROM ALL' CONDITION & COMPACTED
UTILITIES.
NOTE:
O
W L Now NTE:
ALL UTILITIES NOT SHOWN IN R0IGHT OF WAY WILL
'0 �0
BE LOCATED PRIOR TO START OF CONSTRUCTION. NOTE: ROW MEASUREMENTS ARE TAKEN FROM
DRIVEWAYS, TREES & CULVERTS WILL BE PASCO COUNTY GIS SYSTEMS
DIRECTIONAL BORED.
II
Frontier
COMMUWCATiON'S KCI
F#uW1 4 �11 UP
Proposed placement of approy- 38'of 1.25 HDPE with FOC
crossing Green Slope Dr and (2) 2X3 20k hand hole. This is
omit*
1.
2.
3.
4.
5.
6.
8.
9.
10.
11.
12.
13.
14,
15.
16.
17.
18.
19.
20.
21.
22.
23.
Q
Aerial crossings of State roads involving temporary lane closures are to be done between the hours of 12:00 am and 5:00 am Monday through Thursday unless previously approved by the Department.
When directional bore is the method of installation, a minimum 24-inch separation shall be maintained from all existing utilities, ITS/ATMS lines, and storm drain systems while maintaining the minimum required depth under pavement or non -paved ground.
If the proposed utility cannot be installed per the approved permitted plan and by CITY OF ZEPHYRHILLS specifications, a revised plan must be provided to the Department for review and approval prior to the installation of products or materials at the given locations where conflicts occur.
Any new proposed plan shall include cross sections, plan views and profiles of the State road adequately reflecting all right-of-way features including but not limited to existing utilities, storm drain systems and any above or below ground appurtenances where applicable.
No pedestrian pathway is to be removed, blocked, or disturbed without having a sufficient designated temporary pedestrian pathway with all appropriate pedestrian maintenance of traffic signs (Index 660) in -place prior to pathway being affected.
All temporary pedestrian pathways must be firm and unyielding.
Any sidewalk disturbed will be replaced by section within 72 hours to CITY OF ZEPHYRHILLS specifications.
All concrete placed within CITY OF ZEPHYRHILLS right-of-way for driveways and sidewalks shall be a minimum of 6 inches thick and be an CITY OF ZEPHYRHILLS-approved mix, Class 1 non-structural, 2,500 PSI with fiber mesh.
CITY OF ZEPHYRH ILLS reserves the right to make adjustments to any permitted method of installation, scope of work, and restoration that may be required to positively support life, safety, and environmental well-being of all users of the transportation system.
The Permittee shall notify the CITY OF ZEPHYRHILLS of date of completion, request a final inspection, and a Notice of Final Acceptance.
All construction and/or maintenance in the CITY OF ZEPHYRHILLS right-of-way shall conform to the Federal Manual on Uniform Traffic Devices (MUTCD), the F.D.O.T Roadway and Traffic Design Standards, the Standard Specifications for Road and Bridge Construction, the Florida Design Manual, and the Drainage Manual.
Prior to removal of existing curb or driveway, the edge of travel shall be sawcut to avoid damaging the existing roadway asphalt. All concrete to be removed in CITY OF ZEPHYRHILLS right-of-way shall be sawcut and removed from the nearest joint.
The UAO shall notify the CITY OF ZEPHYRHILLS Representative identified on the permit a minimum of two (2) business days prior to starting work and again immediately upon completion of work. All work, materials, and equipment shall be subject to inspection and approval by CITY OF ZEPHYRHILLS. The LIAO shall input time, location of lane
closure and description of work into the CITY OF ZEPHYRHILLS Lane Closure Information System (LCIS) of any lane closures needed for the utility work. The UAO shall not close any lanes until receiving approval through LCIS or alternatively by CITY OF ZEPHYRHILLS. The UAO is not required to report lane closures to the LCIS system to perform
work in accordance to LIAM Section 2.3 or UAM Section 3.1.
Lane closures must be limited to Sunday through Thursday 8:00 pm to 5:30 am unless otherwise approved by CITY OF ZEPHYRHILLS.
Any sidewalk damaged because of work being performed in association with the Permittee and Contractor shall be removed and replaced with 6-inch thick Class 1 non-structural, 2,500 PSI with fiber mesh.
Open cutting of any roadway, driveway or sidewalk outside those limits identified within the permit are not allowed without prior approval of by CITY OF ZEPHYRHILLS.
The Contractor shall have an authorized person available at/or near the work site on a 24-hour basis, 7 days a week in order to address emergency issues associated with the project.
No stockpiling, storing or semi -permanent use of the right-of-way is authorized unless specifically identified within the permit.
No work shall be performed during the weeks of any State or Federal holiday unless otherwise approved in writing by CITY OF ZEPHYRHILLS.
The permitted work schedule is defined as Monday through Friday 7:00 am to 5:30 prn unless otherwise noted within the permit. Any work desired outside of this period must be requested in advance and approved before working the alternate schedule.
When work is associated with roadway modifications and/or site development, the Contractor is required to have a preconstruction meeting with the CITY OF ZEPHYRHILLS inspector two weeks prior to anyconstruction beginning within the right-of-way.
All work performed under this permit within the right-of-way is to be scheduled with CITY OF ZEPHYRHILLS inspection staff.
Roadway restoration shall utilize 100 PSI excavatable fiowable fill material and asphalt placed within the State right-of-way shall be placed full -depth, two 2.5-inch lifts of SP 12.5, two 1.5-inch lifts of SP 9.5. Typical sections will need to be provided within the plans for the pavement placement. A stair step method should be incorporated, prior to placing
asphalt, to avoid vertical joints. Milling of the patch may be required based on the patched surface performance. The milling shall be utilized for surface leveling to a thickness equal to or greater than the existing friction coarse material. The milling limits are 50-foot of the patch along the longitudinal path of the lane, full lane width and to include any
adjacent bike lanes, shared path or urban shoulder sections.
Any disruptions to any permeable pedestrian way and bike lane are to be restored as work continues. All patches shall be full width from outside edge of pedestrian path to white line edge of travel lane with stair step (staggered) joints. Restoration to include backfill with existing sub -grade material and #57 stone as base material (compact in 6-inch lifts)
to bottom of existing pervious asphalt base, followed by permeable design mix (if available) or 12.5 Superpave course mix with a minimum 2-inch and maximum 3-inch lifts. Maintain ingress/egress on all drives and side streets during construction.
NOTE: ALL UTILITIES IN AREA ARE APPROXIMATE. NOT
ALL ar a- TO CONSTRUCTION.
sRESTORED TO AS
O'FROM EXISTING
EDGE
OF
MAINTAIN A 2 MINIMUM SEPARATION FROM ALL,
.— Ji
NOTE: ROW MEASUREMENTS ARE TAKEN FROM
DRIVEWAYS, TREES
` CULVERTS WILL BE
PASCO COUNTY
DIRECTIONAL BORED.
UTILITIES
r r K
CI
Proposed placement of approx. �r- E with FO
crossing Green Slope Dr and (2) 2X3 20k hand hole. This is
needed in order to provision fiber service for 7315 Green Slope
J Dr
NOTES:
I . This Index applies to Two -Lane, Two -Way
and Multilane Roadways, including Medians
of divided roadways, with work on the
shoulder.
2. L = Taper Length
X = Work Zone Sign Spacing
B = Buffer Length
See Index 102-600 for "L", `X", "B", and
channelizing device spacing values,
3. For incidental work (e.g, mowing or litter
removal), only the Road Work Ahead sign
is required,
4. When four or more work vehicles enter the
through traffic lanes in a one hour period
(excluding establishing and terminating the
work area), use a flagger or lane closure
to accommodate work vehicle ingress and
egress,
5. For work less than two feet from the
traveled way and work zone speed is
greater than 45 MPH, use a lane closure.
6. The "Speeding Fines Doubled When Workers
Present"signs (MOT-13-06) and "End Road
Work" Signs (G20-2) along with the
associated work zone sign spacing
distances may be omitted when the
temporary condition is in place for 24
hours or less.
7. Temporary pavement markings may be
omitted when the work zone is in place
for 3 days or less.
8. If the work encroaches on a marked bicycle
lane or ridable shoulder, close the lane or
shoulder in accordance with the Plans.
9. Omit "Shoulder Closed" signs (W21-5a) along
with associated work zone sign spacing
distances for work on the median
SYMBOLS:
MWork Area
E Channelizing Device (See Index 102-600)
Work Zone Sign
Lane Identification and Direction of Traffic
G20-2
(See Note 6)
END
it ROAD WORK
6" White (See Note 7)
10' Min,
MOT-13-06
W20-1 F (See Note 6) W21-5a
MOT-13-06
(See Note 6) W20- I F
SPEEDING
FINES ROAD
WORK
D008L - D <9>
=19HENRK WORKERS 0
PRESENT AHEAD
X
10 ED
X
ROAD WORK
G20-2
(See Note 6)
TWO-LANE ROADWAY
SHOULDER WORK LESS THAN 2' FROM THE TRAVELED WAY
WITH WORK ZONE SPEED OF 45 MPH OR LESS
G20-2
(See Note 6)
END
ROAD WORK
X X
RO
AD RIGHT
WORK SHOULDER
AHEAD CLOSED
X\
W20-IF W21-5a
X
W20-1 F
ROAD WORK
G20-2
(See Note 6)
------ TWO-LANE ROADWAY
SHOULDER WORK BETWEEN 2' AND 15' FROM THE TRAVELED WAY
LAST 1Z DESCRIPTION:
REVISION in
11101120
FQ !� FY 2021-22 S TWO-LANE AND MULTILANE, WORK ON SHOULDER 01NDEx SHEET
GET
-0-000-1 STANDARD PLAN 2-602 1 of 2
Shoulder Pavement
Sod For Flush Shoulder Sod Sod Shoulder Pavement
Shoulder Pavement
Shoulder Pavement Shoulder Pavement
I Z, (Flush ShldrA I 1 1 1 fl I
CZ CZ CZ j,
With Curb A
ICI I I lit
ti-CZ Z C CZ I J CZ I C
Lj CZ (Flush S ldr)
®
IElI L2
IT -1 121 ICI
IT F2
El —
FG] -
DIVIDED NARROW MEDIAN WITH OR WITHOUT CURBED MEDIAN DIVIDED WIDE MEDIAN WITH OR WITHOUT CURBED MEDIAN
Sod Sod
Shoulder Paveme Shoulder Pavement
CZ
L =OC
'N
E2
EI
B0
UNDIVIDED FLUSH SHOULDER
WILDFLOWER SEEDING RATES
Common Name (Botanical Name) jibslac
--
#1 Group
Black -Eyed Susan (Rudbeckia hirta)
2
Lance -Leaf Tickseed (Coreopsis lanceolata)
10
Goidenmane Tickseed (Coreopsis basalis)
10
Leavenworth's Tickseed (Coreopsis leavenworthii)
10
Fire Wheel (Gaillardia pulchella)
10
sorthair Coneflower (Rudbeckia mollis)
2
Crimson Clover (Trifolium incarnatum)
15
#2 Group
Annual Phlox (Phlox drummondii)
10
Moss Verbena (Verbena tenuisecta)
6
Leavenworth's Tickseed (Coreopsis leavenworthii)
10
Fire Wheel (Gail)ardia pulchella)
10
Crimson Clover (Trifolium incarnatum)
15
Note: Wildflower seeding rates are for restoring
impacted wildflower areas.
Concrete Sidewalk Concrete Sidewalk f Concrete Sidewalk Concrete Sidewalk
Sod Sod -
I I I I I 1{ I I I I
I I I I 1� LEGEND
FL 07C
I
L2
1 9 1 R 0 1 0 1 � I � Or Sod � 1 0
I � I �(t � I 4 i I
LDJI
UNDIVIDED CURBED DIVIDED CURBED
GENERAL NOTES
I. All turf establishment shall be performed meeting the requirements of Specification 570.
EE
Wildflower Group #1
1:21
Wildflower Group #2
Turf (To Limit of Construction)
FS C G]
Selective Clearing And Grubbing
FL O—C]
Limits Of Construction
EE
Turf
2. Activities such as clearing, grading, and excavating that will disturb one or more acres of land require
coverage under the Generic Permit for Stormwater Discharge from Large and Small Construction
Activities from the Florida Department of Environmental Protection, and implementation of appropriate
pollution prevention measures to minimize erosion and sedimentation and properly manage stormwater.
3. Confirm compatibility of wildflower with Seeding Zones,
LAST JZJ DESCRIPTION:
REVISION uy
11/01/19 u3j:
FY 2021-22
FDOT
0900p— - STANDIRD PL4.N1
PERMANENT EROSHON CONTROL
INDEX SHEET
570-( 1 lof 3
2'-B" See Pattern Detail TREATMENT I
-1
Less Than 3" Overlay Drop -Off (�12" Min., I" Max.)
ti
Backfill (Excavated Turf and Topsoil)
J- - - - - - - - - -,-- -_
Sod (Avg, Depth 7%` )
(Depending on asphalt overlay depth may require
trenching or borrow under sod to attain the I"
drop at the edge of pavement.)
CRITERIA FOR USING TREATMENT I
Project...
* is resurfacing, widening and resurfacing or construction
of shoulder pavement
* is rural or is urban without curb and gutter
* resurfacing build-up is less than 3" Sod Blocks Shall Be
Placed With Staggered
Transverse Joints
Edge Of Pavement
PLAN VIEW
1. Treatment I
If trenching under sod is necessary to achieve the required Drop -Off, excavated topsoil is
to be used for filling voids and low areas at the edge of pavement or for flushing along the
edge of sod. Excess material to be uniformly distributed over the shoulder,
2. Treatment 11:
A. Borrow must meet the requirements for a "Select" material in accordance with Index 120-001
and Specification 120.
B. Borrow may be used in lieu of excavated turf and topsoil when economically feasible. There
Will be no additional payment for substituting borrow for excavated turf and topsoil.
3. Special attention is to be directed at achieving the required Drop -Off at the edge of pavement,
within the dimension range shown.
4. Activities such as clearing, grading, and excavating that will disturb one or more acres of land
require coverage under the Generic Permit for Stormwater Discharge from Large and Small
Construction Activities from the Florida Department of Environmental Protection, and implementation
of appropriate pollution prevention measures to minimize erosion and sedimentation and property
manage stormwater.
5, Turf Establishment:
A. Wildflowers destroyed by shoulder sodding and turf operations are to be reestablished under
the seeding rates prescribed for permanent wildflower #2 Group shown by table on Index 570-001.
B. Establish turf in accordance with Specification 570.
Drop -Off (�12` Min_ I" MaxJ
Edge Of Any Existing
Or New Pavement Width Called For In The Plans (Shoulder Width Plus 2' Min.)
F 2'-8" See Pattern Detail
3" Or More Overlay
Sod (Avg, Depth 1112")
Sa
Existing Turf And T
Excavated And Re
Turf
Varies, 2'Min.
Ivaged Turf And Topsoil Excavated Turf And Topsoil
(Gap For Drainage) —
opsoil To Be
p aced With Borrow
__ — — — — ___J
Drop -Off (%" Min_ I" Max.)Width Called For In The Plans (Shoulder Width Plus 2' Min.)
Edge Of Any Existing TTT
Or New Pavement 2' 8" See Pattern Detail
3" Or More Overlay Sod (Avg. Depth 1 f2")
Turf
Varies, 2' Min.
Borrow
Mix To Depth Indicated
In Specifications Or Plans
H SOULDER OPTION 2
CRITERIA FOR USING TREATMENT 11
Project...
• is resurfacing or construction of shoulder pavement
• is rural or is urban without curb and gutter
• resurfacing build-up is 3" or more
A SIP41LAR TREATMENT MAY BE USED FOR PROJECTS THAT REQUIRE SHOULDER WIDENING.
DETAILS ARE TO BE SHOWN IN THE PLANS.
LAST Z DESCRIPTION:
FY 2021-22
VIS
REVISION FDGnT
1110111 I :�-
11101118 U, STANDARD PLANS
MIN
INDEX SHEET
51' 1 10fl
PLAN
Varies
I I-
r1rtl ise —
ELEVATION
PULL BOX
Concrete Apron
Varies
2" Conduit
(As Shown
o
In Plans)
Conduit
(As Shown In Plans)
see
qj
z
Ground Rod
(As Required)
Locate Wire (Typj
Secondary
Conduit
(As Required)
Finished Grade
Approved Ground
Connect ion
(As Required)
Locate Wire
Varies
6" Min.
ko
Splice Box-200' Min. Stored Fiber.
Pull Box-50' Min. Stored Fiber.
11-01, ,
u)
12" Bed Of Pearock
Or Crushed Stone
For Drainage
I--- Ground Rod (As Required)
ELEVATION
FIBER OPTIC BOX
NOTES:
1. Provide fiber optic splice boxes with cable hanger racks designed to support cables and splice enclosures.
2. Install a Y-O" wide (Min.) concrete apron around all boxes using Class NS concrete, Slope the apt -on away from the box.
3. Where multiple pull boxes are placed side by side, maintain at least 8" between the pull boxes.
4. Rectangular boxes shown, others similar.
Locate Wire
LAST
<_
0
Uf:"UK1r1 fufv:
REVISION
14
I
11/01/18
:Ulj
cc
FDGCT� FY 2021-22
00-000— - STANDARD PLANS
PULL AND SPLICE BOXES
INDEX SHEET
635-001 1 of I
FEATURES:
24"' X 36" X 24." (open floor (actual dimensions on drawing)
BULK VAULT — SUPER BULK COVER- (Up to 56,000 i s
1 Galvanized Ring
Embedded rack support
2Lifting slat (per half)
1 Lifting and Fastening Tool (riot shown)
2Winterized Cable Drop slide 1 3/4" X 1 d"
WEIGHT & SHIPPING:
(Per Half)
MERNW] "I
PERFORMANCE TESTING:
® AASHTO € - 5-10 H 20 40100 1bf (178 k
ASI-lick 0-10 H 25 50100 i f 2. C
ASS -4F57 46,000 leaf 2 5
EN 125 Class C125 5 100 lbf 250 k
5 1 / " 4.,54
46
Galvanized
SUPER BULK
Bolt Down Location
Inside Dimensions
If
II
+ 1
0 Ilul � UIIII IIM III
icy 3 f,
over
� 9 / "
[49,
r
LOOKING EAST ACROSS GREEN
LOOKING EST ACROSS GREEN SLOPE RD, FROM THE WESTERN
SLOPE RD, FROM THE EASTERN ROW
ROW