PW-09-1209Project Address
F602 96 Street
Miami Shores, FL
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Permit
Permit NO. PVII-7-09-1209
Perrot Type: Public Works
Work Classification: Public Works
Perrnit Status: APPROVED
Issue Date: 8/20/2009
Expiration: 11/18/2009
Parcel Number
Applicant
1132060141410
Block: Lot:
MIAMI SHORES PRESBYTERIAN
Owner Information
Address
MIAMI SHORES PRESBYTERIAN CHURC 602 NE 96 ST
MIAMI FL 33138-2742
Phone
(305)754-9541
Cell
Contractor(s)
FLORIDA SOL SYSTEMS INC
Phone
Cell Phone
Approved: In Review
Comments:
Date Approved: : In Review
Date Denied:
Type of Construction: DIRECTIONAL BORE
Stories:
Front Setback:
Left Setback:
Plans Submitted:
Certification Date:
Bond Return :
Occupancy Load:
Exterior:
Rear Setback:
Right Setback:
Certification Status:
Additional Info:
Classification: Commercial
Fees Due
CCF
Education Surcharge
Permit Fee
Scanning Fee
Technology Fee
Total:
Amount
$13.20
$4.40
$1,790.00
$12.00
$44.75
$1,864.35
Invoice #
PW -8-09-35678
Check #: 0041442
Total Amt Paid Amt Due
$ 1,864.35 $ 1,864.35 $ 0.00
For Inspections please call:
(305)762-4949
Available Inspections:
Inspection Type:
Final PE Certification
Window Door Attachment
Tie Beam
Slab
Termite Letter
Framing
Store Front Attachment
Insulation
Drywall Screw
Window and Door Buck
Ceiling Grid
Fill Cells Columns
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Futhermore, I authorize the above-named contractor to do the work stated.
September 08, 2009
Authorized Signature: Owner / Applicant / Contractor / Agent
Building Department Copy
Date
September 08. 2009
1
FTTCS-SITE 6MD1113A
PRESBYTERIAN CHURCH
602 NE 96TH ST, MIAMI, FL 33138
001 OF 005
TO 004 OF 005 PLANS & PROFILES
005 OF 005 DETAIL
MIAMI SHORES VILLAGE
RIGHT OF WAY
LOCATION MAP
N.T.S.
FEC
RIGHT OF WAY
F.D.O.T.
RIGHT OF WAY
004 OF 004
003 OF 004
002 OF 004 001 OF 004
OVERVIEW
N.T.S.
DIRECTION OF
ENGINEERING.
N FDRSIANON ON 1149 DOCUNOTT
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INRUL
co+nb: MIAMI DADE
ab: MIAMI SHORES
Township: 53
Rang= 42
s«uon: 06
PROJECT: FTTCS—SITE 611D1113A
PRESBYTERIAN CHURCH
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BOY LOPEZ (606) 202-1307
APPV BY:
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TOTAL UNDERGROUND
THIS SHEET : 110'
DIRECTIONAL BORE = 110'
PL. 2-1.5"HDPE
E/W PULL ROPES
CONSTRUCTION NOTES:
— RESTORE ALL SURFACES TO EQUAL OR
BETTER CONDITION.
— VERIFY ALL MEASUREMENTS AND
DISTANCES.
— FOR COORDINATION CONTACT
EDDY LOPEZ: (305) 202-1337
NE 96TH ST
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SLACK COIL: 100'
ADDC-024—LT-06—DR-09—OFNG
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SPLICE:
SLACK COIL: 100'
0+00 REMOVE AERIAL SLACK,CLEAT DOWNPOLE,
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0+00 PLACE 1-4" PVC U—GUARD AND
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0+06 REMOVE & RESTORE 50 SQ. OF
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0+06 NEW FPL FIBERNET HANDHOLE
0+06 START DIRECTIONAL BORE WEST
335'
DIRECTION OF
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INFORMATION ON THIS DOCUMENT
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OR DOOMED ED N MOLE OR 54
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INITIAL
County: MIAMI DADE
Ctb: MIAMI SHORES
Tor/11016p: 53
Range 42
S.ctlon: 06
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PROJECT: FTTCS—SITE 6HD1113A
PRESBYTERIAN CHURCH
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APPV eV:
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CODE 7349-110-027
DRAWN 0!:
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APPROVED ORIGINAL ISSUE:
SCALE:
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001 OF 004
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120.0'
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ALL FACILITIES INDICATED ON THESE PRINTS
WAS FURNISHED BY THE VARIOUS UTIUTY COMPANIES.
NO GUARANTEES WERE GIVEN TO THERE EXACT
LOCATION OR DEPTH. IT WILL BE THE CONTRACTORS
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INITIAL
Caw*: MIAMI DADE
ab: MIAMI SHORES
Township: 53
Range: 42
Section: 06
PROJECT: FTTCS-SITE 6101113A
PRESBYTERIAN CHURCH
OSP—Eng:
EDDY LOPEZ (306) 202-1337
APP/ EIY:
PROJECT
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DRANO BY:
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APPROVED ORDINAL ISSUE:
SCALE:
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TOTAL UNDERGROUND
THIS SHEET : 655'
DIRECTIONAL BORE = 655'
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E/W PULL ROPES
CONSTRUCTION NOTES:
— RESTORE ALL SURFACES TO EQUAL OR
BETTER CONDITION.
— VERIFY ALL MEASUREMENTS AND
DISTANCES.
— FOR COORDINATION CONTACT
EDDY LOPEZ: (305) 202-1337
MAINTAIN MINIMUM 12" SEPARATION BETWEEN
PROPOSED FPL FIBERNET DUCTS & EXISTING
UTILITIES
DIRECTIONAL BORE
INSTALL 2-1.5" HDPE
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REVISIONS/APPROVALS
DATE
DESCRIPTION
INITIAL
County: MIAMI DADE
city: MIAMI SHORES
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Section: 06
ADDC-024-LT-06-DK-09-0FNGSEE SHEET
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PROJECT: F1TCS-SITE 611D1113A
PRESBYTERIAN CHURCH
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COOS: 7349-110-027
DRAIN BY:
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APPROVED ORIGINAL ISSUE
SCALE:
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- 4.00
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DIRECTIONAL BORE
INSTALL 2-1.5" HDPE
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NO GUARANTEES WERE GIVEN TO THERE EXACT
LOCATION OR DEPTH. R WILL BE THE CONTRACTORS
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Count MIAMI DADE
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Township: 53
Rcnge 42
Section: 06
PROJECT: FTTCS-SITE 61ID111SA
PRESBYTERIAN CHURCH
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APPv BY:
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CODE 7349-110-027
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CONDUIT NOTE:
MAINTAIN A MIN BENDING RADIUS
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TOTAL UNDERGROUND
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DIRECTIONAL BORE = 633'
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UNIT
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REVISIONS/APPROVALS
DATE
DESCRIPTION
INITIAL
Comb: MIAMI DADE
City: MIAMI SHORES
Township: 53
Range 42
swum: 06
ADDC-024-LT-06-DK-09-OFNG
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NEW FPL FIBERNET HANDHOLE
ADDC-024-LT-06-DK-09-OFNG
PROJECT: FTTCS—SITS 6MD1113A
PRESBYTERIAN CHURCH
OSP-Eng:
BOY LOPEZ (206) 202-1557
APPV HT:
PROJECT
CODE: 7349-110-027
DRAWN BY:
w6a
APPROVED ORIGINAL ISSUE:
SCALE:
1 "=50'
MD -7349-110-027
003 OF 004
GRADE
GRADE
LEVEL
80.0'
CLUB DR
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PROFILE - NE 96TH STREET
HORIZONTAL SCALE 1 "=50'
VERTICAL SCALE 1 "=5'
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ALL FACILITIES INDICATED ON THESE PRINTS
WAS FURNISHED BY THE VARIOUS UTILITY COMPANIES.
NO GUARANTEES WERE GIVEN TO THERE EXACT
LOCATION OR DEPTH. IT WILL BE THE CONTRACTORS
RESPONSIBIUTY TO LOCATE ALL UTILITIES PRIOR TO
ANY CONSTRUCTION ACTIVITIES.
DIRECTION OF
ENGINEERING.
/s0l•6OIOR ON TRIS DOCl3ENT
IS PROPRIETARY ARO SOIL NOT
BE USIM. COPA. REPRODUCED
OR D6CLOSED W MIRE OR 14
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OF FPL F1BEIQET
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DATE
DESCRIPIION
INITIAL
County: MIAMI DADE
art: MIAMI SHORES
Township: 53
Range: 42
s.cUon: 06
PROJECT: F1TC8-SITE 61ID1113A
PRESBYTERIAN CHURCH
OSP— APPY BY:
Eny
Off UM (301) 202--1337
PROJECT
CODE: 7349-110-027
DRAWN BY:
WDa
APPROVED ORIGINAL ISSUE:
SCALE:
1"=50'
MD -7349-110-027
PROFILE_003
CONDUIT NOTE:
MAINTAIN A MIN BENDING RADIUS
OF 5' ON ALL DUCT CONFIGURATIONS
TOTAL UNDERGROUND
THIS SHEET :
DIRECTIONAL BORE =
PL. 2-1.51HDPE
E/W PULL ROPES
CONSTRUCTION NOTES:
- RESTORE ALL SURFACES TO EQUAL OR
BETTER CONDITION.
- VERIFY ALL MEASUREMENTS AND
DISTANCES.
- FOR COORDINATION CONTACT
EDDY LOPEZ: (305) 202-1337
C
MAINTAIN MINIMUM 12" SEPARATION BETWEEN
PROPOSED FPL FIBERNET DUCTS & EXISTING
UTILITIES
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ROW—
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SPUCE 1-12CT F.O.C. TO
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USE FPSE 4500 SPUCE CLOSURE.
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REVISIONS/APPROVALS
DATE
DESCRIPTION
INfTmiL
County: MIAMI DADE
ay: MIAMI SHORES
Township: 53
Rang*: 42
suction: 06
CABINET
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PROJECT: FTTCS-SITE 611D1119A
PRESBYTERIAN CHURCH
OSP-Eng:
BOY L@Q (700) 2U2-1537
APPV BY:
PROJECT
COOS 7349-110-027
DRAWN BY:
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APPROVED ORIGINAL ISSUE:
SCALE:
1 "=50'
MD -7349-110-027
004 OF 004
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FPL• FIBERNE'C •41 C • •
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• • •
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UNIT
QUANTITY
REVISIONS/APPROVALS
DATE
DESCRIPTION
INITIAL
Coo MIAMI DADE
Clb: MIAMI SHORES
Township: 53
Rang*: 42
section: 06
PROJECT: FITCS—SITE 6101113A
PRESBYTERIAN CHURCH
OSP-APPV Br:
Ena
mor LOPEZ (306) 202-1337
PROJECT
CODE: 7349-110-027
DRAWN BY:
WINO
APPROVED ORIGINAL AL ISSUE:
SCALE:
1 "=50.
MD -7349-110-027
PROFILE_004(1)
-1
40' 40'
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ALL FACILITIES INDICATED ON THESE PRINTS
WAS FURNISHED BY THE VARIOUS UTILRY COMPANIES.
NO GUARANTEES WERE GIVEN TO THERE EXACT
LOCATION OR DEPTH. IT WILL BE THE CONTRACTORS
HORIZONTAL SCALE 1 "=50'
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RESPONSIBILITY TO LOCATE ALL UTIUTTIES PRIOR TO
CONSTRUCTION ACTIVITIES.
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DIRECTION OF
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PART warm CONDIT
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FPL• FIBERNE'C •41 C • •
9250 1. H AGI E ST. •
• •105110, FL 33.17i. •
• • •
NOC 1166-553-*fl1
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0000
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UNIT
QUANTITY
REVISIONS/APPROVALS
DATE
DESCRIPTION
INITIAL
Coo MIAMI DADE
Clb: MIAMI SHORES
Township: 53
Rang*: 42
section: 06
PROJECT: FITCS—SITE 6101113A
PRESBYTERIAN CHURCH
OSP-APPV Br:
Ena
mor LOPEZ (306) 202-1337
PROJECT
CODE: 7349-110-027
DRAWN BY:
WINO
APPROVED ORIGINAL AL ISSUE:
SCALE:
1 "=50.
MD -7349-110-027
PROFILE_004(1)
GRADE
LEVEL
REMOVE & RESTORE
70SQ FT OF SIDEWALK
TO EQUAL OR BETTER
CONDRION
INSTALL
24"WX361LX30"D HANDHOLE
FOR FPL FIBERNET.
(LEAVE 100' COIL).
BORE PIT
PROPOSED TIE IN
REMOVE & RESTORE
4050 FT OF CONCRETE
AREA TO EQUAL OR
BETTER CONDITION
REMOVE & RESTORE
50SQ FT OF SIDEWALK
TO EQUAL OR BETTER
CONDITION
INSTALL
24'WX36"LX30"D HANDHOLE
WITH FILTER FOR FPL FIBERNET.
(LEAVE 100' COIL).
M
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BENCH
INSTALL 2-
1.5' HD
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15+50
16+00
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8.00
7.00
6.00
5.00
4.00
3.00
2.00
1.00
0.00
—1.00
2.00
3.00
4.00
5.00
=XL
ALL FACILITIES INDICATED ON THESE PRINTS
WAS FURNISHED BY THE VARIOUS UTILITY COMPANIES.
NO GUARANTEES WERE GIVEN TO THERE EXACT
LOCATION OR DEPTH. R WILL BE THE CONTRACTORS
RESPONSIBILITY TO LOCATE ALL UTILITIES PRIOR TO
ANY CONSTRUCTION ACTIVITIES.
DIRECTION OF
ENGINEERING.
REDRVATION ON TES 000111E)R
▪ PROPIET/M' MO 94111 NOT
IN USED. COPED. REPROOUCPD
0R mum IN"HOLE OR M'
PMR MR1031 CONSENT
OF PPL. •
•. • •
••••
•
••••
•• •
••
• • • FPL FIDERPISC.LTR • ••
•••• 8250 N. FLAGLER ST. •
FPL• • .. MOM FL 34,17‘„
FIBEItNET, LLC•
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UNIT
QUANTITY
REVISIONS/APPROVALS
DATE
DESCRIPTION
INRUL
C•ui17: MIAMI DADE
cry: MIAMI SHORES
Township: 53
Rang*: 42
s.enon: 06
PROJECT: F1TCS-SITE 614DIIISA
PRESBYTERIAN CHURCH
OSP-Eng:
00Y LORI (306) 102-1337
APP/ BY:
PROJECT
000E: 7349-110-027
DRAM BY:
MOO
APPROVED ORIGINAL ISSUE
SCALE:
1 "=50'
MD -7349-110-027
PROFILE_004(2)
7TH FLR ELEV. 100'
6TH FLR ELEV. 80'
5TH FLR ELEV. 60'
4TH FLR ELEV. 40'
3RD FLR ELEV. 20'
2ND FLR ELEV. 10'
1ST FLR ELEV. 0'
NEW FPL FlBERNET
CABINET
SOUTH ELEVATION
N.T.S.
DIRECTION OF
ENGINEERING.
INFDRILANON ON THS DOCUMENT
IS PROPRIETARY NC NOT
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••••
•••
•
•••
•
UNIT
QUANTITY
REVISIONS/APPROVALS
DATE
DESCRIPTION INITIAL
. THE IAVA
1-800-432-4770
CcNt7: MIAMI DADE
cb: MIAMI SHORES
To.nuNp: 53
Rap•: 42
Section: 06
PROJECT: FTTCS—SITE WADI IISA
PRESBYTERIAN CHURCH
OSP-Enc
BOY !OR (309) 202-1337
APpv BY:
PROJECT
CODE 7349-110-027
DRAWN BY:
.Da
APPROVED OR10941 ISSUE:
SCALE:
N.T.S.
MD -7349-110-027
DETAIL 1
••
•
•
••
•
•.
•
•
1
•••
•
•
•
•••
•
••.
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INSTALL NEW
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CUSTOMER
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N.T.S.
DIRECTION OF
ENGINEERING.
INFORMATION ON MIS DOCUMENT
6 PROPRIETARY NO SHALL NOT
BE USED, COPED, RRPROOIICED
OR DISCUXED N MOLE OR N •
PMT IWIEOUT WRIWEN CONSENT
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••i•
•
•
• a •• • •
• • •
UNIT
QUANTITY
REVISIONS/APPROVALS
DATE
DESCRIPTION
!NMI.
Counb: MIAMI DADE
Clb: MIAMI SHORES
Township: 53
Range: 42
Section: 06
PROJECT:
FTTCS-SITE 6MD111SA
PRESBYTERIAN CHURCH
/PPS BY:
OSP-Eng:
E DDY LOPEZ () 102-1337
PROJECT
CODE: 7349-110-027
DRAWN BY:
WOO
APPROVED ORIGINAL ISSUE:
SCALE:
N.T.S.
MD -7349-110-027
DETAIL 2
•••.• •
• • .
• •
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NagTzmpfpjg JUL 2 1 Zppg
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MIAMI SHORES VILLAGE
APPROVED
DATE
ZONING
STRUCTURJ,..
ELECTRICAL
PLUMBING
MECHANICAL
BLDG.
a04C
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SUBJECT TO COMPLIANCE WITH ALL FEDERAL
STATE AND COUNTY RULES AND REGULATIOt'