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DATE FILED: \� 11 PERMIT# n 1- U
REVISION FEE: RECEIPT#
PLANNING&DEVELOPMENT SERVIC
Please advise asap if we can BUILDING&CODE REGULATION DIVISION
install cabinet in new location 2300 VIRGINIA AVENUE T" QVI
FORT PIERCE,FL 34982-5652
(772)462-1553
BY: .......................
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE permit SLC 1711-0467 R/W 017-136
ADDRESS:
5811 Deer Run Dr#CATV,Fort Pierce 34951-at FPL pole in front yard of 5809
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
because dense root system has made it impossible to dig,necessary to relocate Comcast cabinet
to FPL pole/handhole between 5803 and 5805. Address has changed the location in GIS system,
Selena Griffett approved relocation.
CONTRACTOR INFORMATION:
STATE of FL REG./CERT.#: Fr13nn1574 ST. LUCIE CO CERT. #: 203A2
BUSINESS NAME: Gary J Gifford,Inc.
QUALIFIERS NAME: Gary)Gifford
ADDRESS: 350 SW Linden St
CITY: Stuart STATE: FL ZIP: 34997
PHONE(DAYTIME): 772-286-0954 FAX: 772-219-0146
OWNER/BUILDER INFORMATION:
NAME: Comcast-Anthony Springsteel,Construction Supervisor
ADDRESS: 3960 RCA Blvd,Suite 6002
CITY: Palm Beach Gardens STATE: FL ZIP: 33410
PHONE(DAYTIME: 561-804-0973 FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME: n/a
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:
SLCCC: 9/23/09
Revised 06/30/17 REVISION
PrI,
Gary J.Gifford,Inc. EC 13001574 ',4
Electrical Contractor PCN: IORTHBLVO-•i-------------1- ............
350 SW Linden Street 1313-502-0130-000-5
Stuart,FL 34997 0.0............. '
D
FPL Service Address: 3
(772)286-0954 office (772)219-0146 fax 5811 Deer Run Dr#CATV s r`
Fort Pierce 34951
Date: June 29, 2017 Meter AA15054
o Q v
Project:Comcast Power Supply Job Description: Install new
1
Node SLO10B Comcast power supply cabinet
and feeder on the south side of '
�.�
Goif CMb
FPL-Jose Hernandez FPL pole located approx.273 ft
772-489-6255 south of Turnpike Feeder Rd, 18
jose.hernandez@fpl.com ft west of Deer Run Dr. Remove
�1.
damaged power supply cabinet
when the new one is energized _- -�INORIORb., - -- ----iNDRIORD
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aec�a 'v
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ee
05 ft
o`
FPL 18 ft z'
old
CAN
ft
f new
CATV ' qd
�er9`tied
e��s e +/- 168 ft
p�2
rem
new
CATV
hand l — — — —
hole,
FPL
Drilling and Engineering, Inc. BY: ......................
FIELD DENSITY TEST REPORT
LAB NO: 177326-29 DAIS 11/6/2017
CLIENT: Premeir Pools&Spas Inc. ORDER NO: 12780
PROJECT: Polland Residence
7100 Sebastian Road
Fort Pierce,Florida
TECH: P.H
TEST NO: LOCATION OF TEST DEPTH(IN)
1) Approx. East Side of Swimming Pool Patio Area 0-12 BFP
2) Approx.South Side of Swimming Pool Patio Area 0-12 BFP
3) Approx.West Side of Swimming Pool Patio Area 0-12 BFP
4) Approx.North Side of Swimming Pool Patio Area 0-12 BFP
TEST NUMBER: 1) 2) 3) 4)
MOISTURE CONTENT: 9.9% 9.1% 8.7% 8.2%
FIELD DENSITY: 107.2 108.9 107.9 109.1
FIELD COMPACTION: 96.5% 98.1% 97.2% 98.2%
PERCENT REQUIRED: 95% 95% 95% 95%
MAXIMUM DRY DENSITY: 111.05 111.05 111.05 111.05
PROCTOR LAB NUMBER: 177325 177325 177325 177325
Respectfully Sub ted,
D&N R 1 G&
ENGI EF N ,INC.
NOV 8 - 2017
Don rein,P.E.
Florida Reg.#28585
1499 S.W. 30th Avenue • Suite#11 • Boynton Bea 1, __
Office: (561) 742-2988 • Fax: (561) 742-2987
Website: dndrilling.com • Email: Dan@dndrilling.com
Drilling and Engineering, Inc. N01 3
Soils Laboratory Test Report
Proctor Analysis ' ......................
Project: 12701 Date: 10/16/2017
Location: Building Pad Backfill Material Sampled by: P.H
Client: Premeir Pools&Spas Inc. Tested by: D.Z
Project: Swimming Pool Patio Sample# 177325
7100 Sebastian Road
Fort Pierce,Florida
Description: Grayish Brown M-F Grained Silica Sand s/Rock&Rock Fragments
Mold Volume(FtA3) = 0.0333
Mold Weight(Lb) = 10.348
Soil Specific Gravity = 2.7
CAN M Can&Wet Soil Can&Dry Soil Mold&Moist Wet Density Dry Density
Weight(g) Weight(g) Weight(g) Soil Weight(Lb)Moist Content(K)(lb/fM3) (Ib/k^3)
1 56.75 291.24 277.67 13.76 4.89 102.51 97.73
2) 56.75 293.45 275.98 14.08 6.33 112.19 105.51
3) 56.75 297.19 273.23 14.32 8.77 119.25 109.63
4 56.75 1 299.76 1 271.40 1 14.43 10.45 122.65 1 111.05
5 56.75 300.11 1 271.15 14.28 10.68 118.21 106.80
6) 56.75 303.10 269.12 14.14 12.63 113.76 101.01
Compaction Test
115
< 110
105
t=
W 100
0
c 95
90
5 6 9 10 11 13
MOIST CONTENT(%)
JDi
ed,
G& REVISION
AV 8 - 2017 '
Florida Reg.#285851499 S.W. 30th Avenue • Suite#1 1 • Boynton Beach, FL 33426
Office: (561) 742-2988 • Fax: (561) 742-2987
Website: dndrilling.com • Email: Dan@dndrilling.cotn