FDG Flagler Station II LLC - Guava Drive - Wireless Telecommunications Co-Location Facility - 09-16-2013FDG I=Iatiler Station 11, Imimice
SITE ID: PIFEC00129.9 EDGEWATER LANDING
WIRELESS TELECOMMUNICATIONS
CO -LOCATION FACILITY
GUAVA DRIVE, EDGEWATER, FLORIDA
PROPOSED 149'MONOPOLE TOWER WITH ANTENNAS
DI'RECTIO-N TO SITE:
FROM THE INTERSECTION OF GATE PARKWAY NORTH AND S0LJTHS1DE ys` IN JACKSONVILLE?
TAKE SOUTHSIDE B•LVD SOUTH{ 3.9 MILES TO RAMP ON RIGHT =OR I-95 SGIJ 1-H,. TAKE 1-95 SOUTH 96 MILES TO EXIT 244 AND TAKE RAMP
RIGHT FOR SR-442 TOWARDS OAK HILL/ EDGE WATER. TAKE— :ail-442 (W INDIAN RIVER BLVD.) EAST FOR 2.8 MILES AND TURN RIGHT ONTO
GUAVA DRIVE. TRAVEL. SOUTH ON GUAVA DRIVE 1.4 MILES TO SITE ON P,I SHT•
De nd �Y�s,s�� t�le'w Smyrna Beacr�:.:::::.:: :
SI L COCA?'/ON
Edq cnwater
Deltona LL:kL•. ?i}!i{=�
415
€�egary:.., ...:... }
4162 r
Oak Hifl
�v Creek
' � - .. ' ' �.�; fir' �.:•� Scctt�mws' -� `-�
VICINITY MAP
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LOCATION MAP
i;.+ FET0
AND GROUND EQUIPMENT
PR03ECT NAME:
SITE ADDRESS.
FLOOD ZONE:
COMMUNE
PANEL No.:
DATED:
PARENT TRACT
OW ERS:
EDGEWATER LANDING
GUAVA DRIVE,
EDGEWATER, FLORIDA 32141
IXi
12127CO685 G
APRIL 15, 2002
FEC RAILROAD COMPANY
APPLICANT: FDG FLAGLER STATION II, LLC
4801 TOUCHTON RD.
BLDG. 300, SUITE 3209
JACKSONVILLE, FLORIDA 32246
CONTACT PERSON: JENNIFER BROWN
PHONE: (904)-450-4833
ENGINEER: DYNA•N GROUP, INC.
GERALD A. MULDOVVNEY, P.E.
FL. P.E. #43365
PH: (828) 279-3333
SITE INFORMATION
FINAL SITE DEVELOPMEN"F ?CLANS
POWER FPL
COMPANY: PH: (800) 375-2434
TELEPHONE AT&T
COMPANY. PH. 1-81 /-253-0009
UTILITY COMPANY
ZONING CLASSIFICATION:
JURISDICTION:
LAND USE:
TAX PARCEL No.:
PARKING:
R/W
CITY OF EDGEWATER
RR ROW
8402-01 w86-6410
NONE itEQUIRED
ZONING DATA
ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN
ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING
CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORMES.
NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK
NOT CONFORMING TO THESE CODES.
1. 2010 FLORIDA BUILDING CODE
2. NATIONAL ELECTRIC CODE (NEC)
WITH LOCAL. AMENDMENTS LATEST
ED.
3. ANSI/ TW EA APPLICABLE
/�
STANDARDS.
4. LIFE SAFETY CODE N P - 101-2D JY
S. AMERICAN INSrrRTTE OF 5TEE.
ODNSTRUeTION SPECIFICATIONS (AID
6. UNDERWRITERS LABORATORIES (U.L.)
7. LOCAL BUILDING CODE
8. CrTY1COUNW ORDINANCES
CODE COMPLIANCE
STONECYPHER SURVEYING INC.
1221 NW 16th AVENUE, GAINESVILLE, FLORIDA 32601
PHONE: 352-379-0948
CONSULTANTS
SHEET N•0. '
DESCRIPTION
T1.00
COVER SHEET
C1.00
LEGEND, ASEREVIA71ONS & GENERAL NOTES
C1.10
GEFSfir' AL .`+ i [ ES
G1.20
LEGAL DESCRIPTIONS
C1.30
BOUNDARY INFORMATION MAP
C2.00
MSTING FUTURES PLAN
C2.0I
TOWER LOCATION MAP
C2.10
MASTER SITE PLAN
C2.20
PROPOSED IMPROVEMENTS PLAN
C3.00
ELEVATION VIEW
C3.10
ENGINEERING DETAILS
C3.20
WALL DETAILS
C3.30
GATE DETAILS
E1.00
GENERAL ELECTRICAL NOTES AND SYMBO
E2.00
ELECTRICAL PLAN
E3.00
GRO..1NDING PLAN
E400
ONE -LINE DIAGRAM & URFRAME DETAIL
E5.00
ELEC R.1CAL DETAILS
E6.00
ELECTRICAL. DETAILS
SHEET' INDEX
Professional Engineering Certificate of AuthQrizabon No.: E5 7793
FLAGLER
4601 TouchtDn Rd.
Bldg. 300, Suite 3200,
Jacksonville, FL 32246
T: 904.450.4833 1 C: 904.449.3565
I
I
ED
BAN GRC�l
Inc.
CIVII•. ENGINEERS AND LAND SURVEYORS
P.O. BOX 1100
BWNE, NC 2W7
PHONE: 828-297-3333
SCALE VERTICA-ION
0 � EI
BM IS ONE INCH ON
ORIGINAL DRAWING.
IF NOT ONE INCH ON IDES
SHEET, ADJUST SCAB
ACC.OIWINGLY.
NOT TO SCALE.
THS SAWING MAY NOT BE COPIED
OR REPRODUCED VII1 MOUT THE
EXPRESS WRrr EN CONSENT OF
DYNAN GROUP, INC.
REVISIONS
NO.
DEMMON
DATE
1
REV. PER Cil?lY COMMII«NM
9-12-13.
APPROVALS
PROD. MANAGER:
PROPERTY OWNER:
DM-GN ED:
JAE
DRAWN,.
JAE
OiECKED:
GAM
DATE,
7-11-13
JOB Kiu1 .!" *' '
220-OD2-OD
c RC»S.DW
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•
1 6
EY
Ft GI , �ht fo.: 43365
JOB INFORMA71ON
SITE I.D: PIFEC00129.9
EMEWATER LANDING
WIRELESS
TELECOMMUNICATIONS
CO -LOCATION FACILITY
EDGEWATER, FLORIDA
SHEET TITLE
COVER SHEET
SHEET NUMBER
1000
RECEIVED.
SEP 16 2013
Community Development.
EXISTING
LEGEND
PROPOSED
.� � ....... -.. .... T.--
(/�' jam} r/�' � J
(/L� �/ J `/-�{ %�'� Contour
i-- l e Y o t l V i ( V o l l t V U r
Sonitory Sewer Line & Monhole MH#
water Line and valve
0,10
- -- -ST - - - - -
Storm Line & 44anhole
-—ST
Underground Electric Line
---use--'-_
Overhead Power Line
-----a,---
- g()s - - - - -
Cos Lime
g.C)S - �-
Barbedire F'e n C e---.....
W- —
Wood Fence
--- W
. 1c. ------------
Security Pence (Chain Link)
Light
Utility Pole
Wood power Pale
Telephone Pedestol
------
Guy Anchor
--
well
Dater Meter
M
wEml
Y
Fire hya'ra n t
F H
Tree To Be Removed
Tre e
Tree
na
Tree
Shrubs
Pro fect Benchmork
Gravel Compound Limits
.:
Concrete Surface
Clean o u t
t
r F=
Floor Elevation
Tree Barrrcod e
—TB
!!levy Silt Fence Line
SF
��■Er�■��, ■�■�����■���■��
Droinoge Divide
s��■�■��■■ � ■�� �
Dro1nage Swale
,area Drain
Storm ,Surface Inlet
EH
Storm Curb Inlet
5--�
Storm Structure Identificotion
-�
x
,Spot Elevation Q
. .
Direction of Surface Drainage Flow
No t e:
This standard legend is all inclusive
include items not found in this set
and may
of plans.
GENERAL CONSTRUCTION NOTES:
1. EXISTING FEATURES SHOWN HEREON ARE BASED ON A FIELD SURVEY PERFORMED BY STONECYPHER SURVEYING, INC:., DATED .DUNE 11, 201.3.
2. BOUNDARY INFORMATION SHOWN HEREON IS BASED OWN A BOUNDARY SURVEY PERFORMED BY STONECYPHER SURVEYING, INC., DATED JUNE 11, 2013.
3. BENCHMARKS SHOWN HEREON ARE FOR THE EXPRESS USE OF THE CONTRACTOR WHILE PERFORMING WORK ON THIS PROJECT.
BENCHMARKS ARE BASED ON NAVD 1988.
4. THE FUTURE PREFABRICATED MODULAR STRUCTURES OR EQUIPMENT C:A'BINET STRUCTURES LOCATED IN THE TOWER COMPOUND WILL BE UNMANNED. THEREFORE, A LOCK
ALLOWING EMERGENCY VEHICLE ACCESS THROUGH THE SECURITY GATE IS NOT REQUIRED, IF EMERGENCY VEHICLE ACCESS IS REQUIRED, A LINK IN THE LOCKING CHAIN CAN BE CUT
TO ALLOW FOR ENTRY INTO THE TOWER COMPOUND AREA.
S. THIS IS AN UNMANNED RESTRICTED GROUND SITE THAT WILL BE USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC WIRELESS
TELECOMMUNICATIONS SERVICE,
6. THIS FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY AND IS EXEMPT FROM THE FLORIDA ENERGY REVIEW CODE. NO W- ASTEWATER WILL BE GENERATED AT THIS
LOCATION,
7. MAINTENANCE CREW, (TYPICALLY ONE PERSON PER WIRELESS CARRIER), WILL MAKE AN AVERAGE OF ONE TRIP PER MONTH TO THE PROPOSED FACILITY.
8. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY DISPOSING OF ALL DEMOLITION MATERIALS, AND ANY DEBRIS OR TRASH GENERATED DUE TO CONSTRUCTION, AT AN
APPROVED PREDETERMINED OFF -SITE LOCATION IN A MANNER DETERMINED BY THE LOCAL REGULATORY AGENCY.
9. ALL DISTURBED AREAS NOT DESIGNATED FOR DEMOLITION, REMOVAL, OR IMPROVEMENT'S SHALL BE RETURNED TO THEIR ORIGINAL CONDITION AFTER THE COMPLETION OF NEW
CONSTRUCTION WORK. ALL DISTURBED AREAS AT MINIMUM SHALL BE SODDED PER SECTION 21-54.02(f) OF THE CITY OF EDGEWATER LDC,
10, THE CONTRACTOR SHALL VERIFY, UPON COMPLETION OF THE DEVELOPMENT, THAT THE SITE IS PROPERLY STABILIZED AND ALL INDICATED SWALES 4ND EROSION CONTROL
DEVICES ARE CONSTRUCTED AS INDICATED ON THE PLANS.
11. CONSTRUCTION SHALL CONFORM TO THE CODES AND STANDARDS REFERENCED INCLUDING THE INDICATED SECTION'S OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND
BRIDGE CONSTRUCTION, THE FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS, AND THE CI1 Y OF EDGEWATER LAND DEVELOPMENT CODE AND T0V`V f-'. ORDINANCE,
12. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY THE GENERAL CONTRACTOR WITH LOCAL GAS AND ELECTRIC, TELEPHONE, AND ANY OTHE::i UTILITY COMPANIES HAVING
JURISDICTION OVER THIS LOCATION.
13, SITE GRADING SHALL MAINTAIN EXISTING SURFACE FLOW CONDITIONS, THE TOWER COMPOUND SHALL BE GRADED TO ENSURE STORM WATER? R � � �O:FF AWAY FROM TOWER AND
EQUIPMENT PADS.
14. SOIL. MATERIALS FOR FILLING SHALL CONFORM TO AASHTO SOIL GROUPS A-2, A-3 OR A-4 AND SHALL BE PLACED IN TEN INCH LOOSE LIFTS TO THE GRADES SHOWN ON THE
PLANS. EACH LIFT SHALL BE COMPACTED TO 9511lo OF ThE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D1557 METHOD D).
15. ALL FILL SHALL BE TESTED FOR FIELD DENSITY. TESTS SHALL BE TAKEN IN EACH LIFT OF FILL AT LOCATIONS DESIGNATED BY THE OWNER'S REPRESENTATIVE.
16. ALL TESTING SHALL BE PERFORMED BY A QUALIFIED TESTING LAB UNDER THE DIRECTION OF AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. TEST RESULTS SHALL BE
SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR REVIEW. THE CONTRACTOR SHALL BEAR ALL TESTING EXPENSES.
•,, Q¢ tG'� P�� �.
BALL BEFORE YOU DIG
Sunshine State One Call No. 4333 6`
811 or 1-800-432-4770 '"'������. � � • �r
Ca ieiarenrtcdig � �• � i �
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fC�f'�`•s s•r
: OrI AO
`�•��iii1�1
ABREVIATIONS
AlC
ASPHALTIC/CONCRETE
is
3lYNC7I0N BOX
�T
,4FG
ABOVE FlNISH GRADE
US
LANDSCAPE
EX A/C PAVE
SFG
BELOW FINISH GRADE
PAVE
PAVEMENT
CL
CENTER LINE
WW
RIGHT OF WAY
CONC.
CONCRETE
SIW
SIDE WALKKe
INDICATES AREA O� PAVEMENT
CURB AND GUTTER
TOS
TOE OF SLOPE
TO BE DEMOLISHED
E/P
EDGE OF PAVEMENT
T06
TOP OF BANK
EX
IXiST%NG
VUA
VEHICULAR AREA
FF.
FINISH FLOOR
�M.
WATER MIN
/
INDICATES GRASS AREA
INDICATES
FDOT
FLORIDA DEPARTMENT�i�
OF TRANSPORTATION
DELAIL USIGNATION
DETAIL GALL OUT
'�C3.10�DEWL
SHOWN OM THIS
SHEET #
E N 0 'GNATIORf
SECTION CAI.1_ OUT
C�.10 -
SECTTON SHOWN ON T3-1fS
SHEET #
Professional Engineering Certfficate of Authorization No.: EB 7793
FLAGLER
4601 Touchton Rd.
Bldg. 3D0, Suite 3200,
Jacksonville, FL 32246
T. 904.450.4833 1 C: 904.449.3565
ED C�
NAN GRoU
NC.
CNIL SYGINEERS AND LAND SURVEYORS
P.U. BOX Ilea
B+DUNE, NC 28607
PHONE: 82&-297-3333
SCALE- VERIFICATION
rt i st
BAR IS ONE INCH ON
ORIGIUAL DRAWING.
IF NOT ONE INCH ON THIS
SKEET, ADJUST SCALES
ACCORDINGLY.
NOT TO SCALE
THIS DRAWING MAY NOT BE COPIED
OR REPRODUCED WITHOUT THE
EXPRESS WRff TEN CONSENT OF
DYNAN GROUP, INC.
EMIONS
No.
DEMPI N
DATE
t
REM. PER Cl7Y COMPMNTB
9-12-15
a PKOVAL
B'�; QATE:
PROD. MANAGER:
PROPERTY OWNER:
D GUED:
JAE
DRAWN:
JAE
CHECKED:
GAM
DATE:
2-11-I3
JOB NUMBER:
22D-002-0
Q FILE: PARA.FRA.EDGEWATBtCD'S.DW
• A 4� A
f MALD A. MJ.7JOW iL. Z
• ZKORIDA PROF12SMONAL ENMNE-E Z
.'t RBGi5TRAMON W; 43365
,' CS INPDRWTI N
SITE I.D: PIfECO0129.9
ED+G EWATE R LANDING
NG
WIRELESS
TELECOMMUNICATIONS
CO -LOCATION L ACIUrTY
EDGEWATEk EI.ORIDA
SHEET TITLE
LEGEND,
ABBREVIATIO-NS &
GENERAL NOTES
SHEET NUMBER
('GENERAL CONSTRUCTION NOTES- (CONTINUED
17. SUB GRADE WORK - THE CONTRACTOR SHALL CLEAR AND STRIP THE AREA TO BE STABILIZED AND EXCAVATE TO THE TOP OF THE SUBGRADE.
THE TOP OF THE SUB GRADE SHALL BE PROOF ROLLED IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE TO LOCATE AND IDENTIFY SOFT SPOTS:.
SOIL MATERIALS IN SOFT AREAS SHALL BE REMOVED AND THESE AREAS SHALL BE BACK FILLED AS DIRECTED BY THE OWNER'S REPRESENTATIVE. THE
CONTRACTOR SHALL DISPOSE OF THE EXCAVATED SUB GRADE MATERIALS., IF UNSUITABLE FOR FILL, OFF SITE AT AN APPROVED LOCATION.
18. PREPARED SUS GRADE - PREPARED SUB GRADE SHALT. BE STABILIZED WITH TYPE B STABILIZING COMMERCIAL LIMEROCK MATERIAL. THE
MINIMUM LBR VALUE SHALL BE NOT LESS THAN 40 AND THE FIELD DENSITIES SHALL NOT BE LESS THAN 98% OF THE MODIFIED PROCTOR MAXIMUM
DRY DENSITY (ASTM D1557 METHOD). MATERIALS FOR TYPE B STABILIZATION SHALL BE IN ACCORDANCE WITH FDOT SECTION 914.
19. BASE COURSE - LWEROCK MATERIAL. FOR LIME ROCK BASE SHALL CONFORM TO THE REQUIREMENTS OF FDOT SECTION 911 WITH
THE EXCEPTION OF SECTION 911-5.2.2. LIMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUiREM°ENTS OF FDOT
SECTION 20.0 WITH THE EXCEPTION OF SEC`1'I:NS 20a-2, 20D -5.3, 200-6.3, 200-6.4, 200-7, 200-9.1, 200-9.31 200-10, 200-11 AND 200-12. THE
LIMEROCK BASE COURSE STALL BE COMPACTED TO A I11I�INIM�U�M DENSITY OF NO LESS THAN 98% MODIFIED PROCTORl�iIAXII�UM DRY
DENSITY (ASTM D 1557 METHOD D).
20. ASPHALTIC CONCRETE - ASP'HA.LTIiC CONCRETE SHALL. BE TYPE S-111 IN ACCORDANCE WITH FDOT SECTION 331 WITH THE EXCEPTION
OF SECTION 331-2.2.4 AND OTHER REFERENCES TO RECLAIMED ASPHALTIC PAVEMENT AND THE EXCEPTION OF SECTION 331-5 AND
OTHER REFERENCES TO PAYMENT. PLANT, METHODS AND EQUIPMENT FOR ASPHALTIC CONCRETE SHALL COMPLY WITH THE
REQUIREMENTS OF FDOT SECTION 320 WITH TH-E EXCEPTION OF SECTIONS 320-2.2.21320-2.2.3, 320-2.3 AND 320-2.4. THE RESPONSIBILITY
FOR PRODUCING ASPHALTIC CONCRETE MEETING ALL REQU-IREMENTS OF THE SPECI:FICATION'S, INCLUDING COMPLIANCE WITH THE
DESIGN LIMITS, SHALL LI-E ENTIRELY WITH THE CONTRACTOR. CONSTRUCTION OF THE ASPHALTIC CONCRETE PAVEMENT SHALL
CO-NFORM TO THE REQUIREMENTS OF FDOT SECTION 330 WITH THE EXCEPTION OF SECTIONS 330- 8.5.2, 330-9.1.4, 330-0.31330-r10.2,
330-10.3, 330-12.3, 330-14, AND 3.30--15.
22. ALL TREES AND SHRUBS WHICH ARE NOT DESIGNATED FOR REMOVAL AND ARE WITHIN 10' OF THE WORK AREA SHALL BE PROTECTED BY THE
CONTRACTOR.
22. ALL LOCATION TIES ARE PERPENDICULAR UNLESS OTHERWISE NOTED.
23. THE ENGINEER OF RECORD SHALL BE NOTIFIED FOR AUTHORIZATION OF ANY CHANGES OR MODIFICATIONS TO THE APPROVED SET OF
SITE/CONSTRUCTION PLANS..
24. THE CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY UTILITY FIELD LOCATION, RELOCATION, OR REPAIR DUE TO DAMAGE DURING
CONSTRUCTION.. THE CONTRACTOR. SHALL COORDINATE WITH THE LOCAL UTILITY COMPANIES TO DELINEATE EXISTING ON -SITE UTILITIES PRIOR TO
DIGGING..
25. ANY DAMAGE TO EXISTING ASPHALT SURFACES S.H P BE REPAIRED OR REPLACED TO RETURN THE VEHICULAR ACCESS AND PARKING AREAS TO
EXISTING CONDITIONS PRIOR TO THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.
26. CLEARING AND GRUBBING SHALL BE PERFORMED _N' THE CONSTRUCTION AREAS AS NOTED ON THE PLANS. ALL CLEARED MATERIAL SHALL BE
REMOVED AND DEPOSITED OFF -SITE AT AN APPROVER LOCATION.
27. BUILDING AND SLAB FINISH FLOOR ELEVATION TO BE 5" ABOVE FINISHED GRADE.
28. PROPOSED SITE DEVELOPMENT NAICS NUMBER: 517210,
29. THE PROPOSED DEVELOPMENT IS EXEMPT FROM THE STORMWATER REQUIREMENTS OF THE SJRWM:D IN ACCORDANCE WITH CHAPTER
4`0-C42.0225(4) F.A.C.
ENVIRONMENTAL SAFETY PRACTICES:
30. THE CONTRACTOR IS RESPONSIBLE FOR COLLECTION AND PROPER OFF -SITE DISPOSAL OF ALL CONSTRUCTION TRASH IN ACCORDANCE WITH LOCAL
REGULATORY STANDARDS AND CODE. THE CONTRACTOR SHALL PROVIDE ON -SITE TRASH RECEPTACLES FOR COLLECTION OF NON -TOXIC DEBRIS. ALL
TRASH SHALL BE COLLECTED ON A DAILY BASIS,
31. ALL TOXIC AND ENVIRONMENTALLY HAZARDOUS SUBSTANCE SMALL BE USED AND DISPOSED OF IN ACCORDANCE WITH MANUFACTURER
SPECIFICATIONS. UNDER NO CIRCUMSTANCES SHALL RINSING OR DUMPING OF THESE SUBSTANCES OCCUR ON -SITE.
EROSION/SEDIMENTATION CONTROL PRACTICES:
32. EROSION AND SEDIMENTATION CONTROL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. AREAS OF DISCHARGE DURING CONSTRUCTION
SHALL BE PROTECTED WITH A SEDIMENT BARRIER PER F. D.O.T. INDEX NO. 1021 TO PREVENT DISCHARGE OF SEDIMENTS. TEMPORARY SEED AND
MULCH SHALL BE USED TO CONTROL ON -SITE EROSION WHEN IT IS NOT PRACTICAL TO ESTABLISH PERMANENT VEGETATION. PERMANENT
VEGETATION SHALL BE PLACED AS EARLY A POSSIBLE ON ALL SLOPES STEEPER THAN 5 (FT) HORIZONTAL TO 1 (FT) VERTICAL. SOD SHALL BE PINNED
AS REQUIRED. ALL EROSION AND SEDIMENTATION CONTROL. MEASURES SHALL BE MAINTAINED IN WORKING ORDER THROUGHOUT THE
CONSTRUCTION PHASE. THE CONTRACTOR SHALL INSPECT AND REPAIR AS NECESSARY THE EROSION/SEDIMENTATION PROTECTION AT THE END OF
EACH WORKING DAY. NOTE: EROSION/SEDIMENTATION CONTROL SHALL BE PLACED PRIOR TO SITE EXCAVATION AND FILLING AND SHALL REMAIN IN
PLACE UNTIL SITE VEGETATION AND LANDSCAPING IS COMPLETED.
33. TEMPORARY DIVERSION SWALES AND/OR DIKES SHALL BE EMPLOYED TO CONTROL RUNOFF. THE DIVERSION SYSTEMS SHOULD PREVENT "'UPHILL'
RUNOFF FROM TRAVERSING CONSTRUCTION SITES DURING EXCAVATION OR GRADING OPERATIONS.
34. TEMPORARY SEDIMENT TRAPS AND BASINS SHALL BE EMPLOYED TO COLLECT SILT FROM RUNOFF PRIOR TO DISPOSAL. ACCUMULATED SILT SHALL
BE REMOVED PERIODICALLY TO MAINTAIN THE FUNCTION OF THE SYSTEM, ALL ACCUMULATED SILT SHALL BE REMOVED AND THE SITE RESTORED TO
FINAL DESIGN GRADES UPON COMPLETION OF CONSTRUCTION.
35. PERMANENT VEGETATIVE STABILIZATION SHALL BE APPLIED ON FINE GRADED SITES AS SOON AS PRACTICAL. TEMPORARY SEEDING
SHOULD BE EMPLOYED TO PREVENT EXPOSURE OF BARREN SOILS UNTIL PERMANENT VEGETATION CAN BE APPLIED.
36. IF ANY LIMEROCK IS ENCOUNTERED DURING CLEARING, CONSTRUCTION, OR EXCAVATION THE CONTRACTOR SHALL NOTIFY THE
ENGINEER OF RECORD, WHERE LIMEROCK IS UNCOVERED, IT SHALL BE OVER EXCAVATED 3 FEET AND REPLACED WITH CLAYEY SOILS
THAT EXTEND 3 FEET BEYOND THE PERIMETER Of THE ENCOUNTERED LIMEROCK CAP, THE CLAYEY SOIL SHALL HAVE AT LEAST 25%
PASSING THE NO. 200 SIEVE. THE CLAYEY SOIL SHALL BE PLACED IN 6-INCH LIFTS, COMPACTED TO 95% OF STANDARD PROCTOR AND
COMPACTED IN A WET CONDITION WITH MOISTURE CONTENT 2% - 4% ABOVE OPTIMUM.
37. ALL DISTURBED AREAS SHALL BE SODDED AND CONFORM TO THE FOLLOWING SECTIONS: SOD (SECTION 575)AND FERTILIZER SECT10r
982), PER SECTION 21-54.02 OF THE CITY OF EDGEWATER LDC.
38. SOD SHALL BE PLACED IN ACCORDANCE WITH FDOT SECTION 575-3.4.
39. NOT USED.
OPERATION AND MAINTENANCE PLANs
40. SHOULD A SINKHOLE OCCUR, THE AREA SHALL BE REPAIRED AS SOON AS POSSIBLE. REPAIR SHALL INCLUDE FILLING (LIME ROCK
SUCH AS ROAD BASE MATERIAL, CLAYISAND MDCFURE WITH AT LEAST 25% PASSING THE NO, 200 SIEVE, OR CONCRETE IF NECESSARY). A
3-F00T DEEP CAP THAT EXTENDS 3 FEET BEYOND THE PERIMETER OF THE SINKHOLE SHALL BE CONSTRUCTED WITH CLAYEY SOILS. THE
CLAYEY SOIL SHALL HAVE AT LEAST 25% PASSING THE NO. 200 SIEVE. THE CLAYEY SOIL SHALL BE PLACED IN 6-INCH LIFTS, COMPACTED
TO 95% OF STANDARD PROCTOR, AND COMPACTED IN A WET CONDIT ON WITH MOISTURE CONTENT 2% - 4% ABOVE OPTIMUM. THE
CLAY SOIL CAP SHALL BE REGRADED TO PREVENT CONCENTRATION OF WATER (I.E. PONDING) AND REVEGETATED,
41. SWALE/DITCH; ALL SWALES SHALL BE MAINTAINED FREE OF DEBRIS AND SEDIMENT. SILTATION AND DEPOSITS SHALL BE REMOVED
WHEN THE DEPTH HAS BEEN REDUCED BY 20°lo. SILTATION REMOVED FROM SALES SHALL NOT BE DISCHARGED INTO THE STORMWATEF
MANAGEMENT FACILES.
42. THE CONTRACTOR IS RESPONSIBLE FOR EROSION/SEDIMENTATION CONTROL PRACTICES DURING CONSTRUCTION TO MINIMIZE
ON -SITE EROSIONISEDIMENTATION AND TO PROTECT AGAINST DAMAGE TO OFF SITE PROPERTY. THE FOLLOWING PRACTICES SHALL BE
EMPLOYED:
A. ALL INLET STRUCTURES AND CULVERTS SHALL BE PROTECTED FROM SILTATION BY CONSTRUCTING INLET PROTECTION AS
DEFINED IN THE F.D.O.T. STANDARDS..
B. EXCAVATED BASINS SHALL BE CONSTRUCTED AS PART OF THE INITIAL CONSTRUMON, THE BASIN SHALL BE ROUGH GRADED, BY
EXCAVATING THE BASIN BOTTOM AND SIDE SLOPES WITHIN 12 INCHES OF DESIGN GRADE, AFTER TH!F_ �ONTRIBLITING DRAINAGE AREA
IS STABILIZED, THE BASINS INTERIOR SIDE SLOPES AND BASIN BOTTOM SHALL BE EXCAVATED AND GRADED TO FINAL DESIGN GRADES,
EXCESS AND UNSUITABLE SOILS SHALL BE REMOVED FROM THE BASIN (REMOVE ALL ACCUMULATED S). f CLAYS, ORGANIC, AND DEBRIS),
FINALLY, RAKE BOTTOM AND VEGETATE.
C. UPON COMPLETION OF CONSTRUCTION ALL STORM WATER PIPES SHALL BE THOROUGHLY FLUSHED AND ACCUMULATED SEDIMENT
SHALL BE REMOVED AND DEPOSITED IN A SUITABLE LOCATION. SOD SHALL BE PLACED AS SOON AS PACTICAL.
TOWER NOTES:
1. THE PROPOSED WIRELESS TELECOMMUNICATIONS TOWER SHALL BE IN COMPLIANCE WITH THE FEDERAL COMMUNICATIONS
COMMISSION GUIDELINES CONCERNING RADIO FREQUENCY RADIATION AND EMISSIONS.
2. THE PROPOSED CONSTRUCTION SHALL COMPLY WITH THE ELECiRONIC5 INDUSTRIES ASSOCIATION (EIA) STANDARDS AND ANY LOCAL
ORDINANCES AS DEMONSTRATED BY FINAL SITE PLAN AND BUILDING PLAN APPR01/AL,
3. THE PROPOSED TOWER STRUCTURE SHALL: MEET OR EXCEED THE EIA/TIA 222-G STANDARDS FOR STEEL STRUCTURES; MEET OR
EXCEED THE ASCE 7-95 "MINIMUM DESIGN LOAD FOR BUILDING STRUCTURES' AS FURTHER DEFINED BY ASCE 7-88, ""GUIDE TO THE USE�:
OF THE WIND LOAD PROVISIGNSJf BOTH AS AMENDED TIME TO TIME; AND ALL CITY OF EDGEWATER CONSTRUCTION/BUILDING CODET
4. THE PROPOSED COMMUNICA710N TOWER. SHALL NOT EXCEED 149' ABOVE GROUND LEVEL.
5, THERE ARE NO SPECIAL FIRE PROTECTION CONCERNS ASSOCIATED WITH THIS DEVELOPMENT. NO FIRE PROTECTION SYSTEMS ARE TO
BE INSTALLED.
5. TOWER, TOWER FOUNDATIONS, SLABS, MODULAR BUILDINGS, AND ELECTRICAL AND MECHANICAL FEATURES ARE TO BE DESIGNED AND
SPECIFIED BY OTHERS.
7. TOWER WILL HAVE A GALVANIZED FINISH AND WILL NOT REQUIRE NAVIGATIONAL HAZARD LIGHTING TN ACCORDANCE WITH FAA
REQUIREMENTS,
S. A CARRIER MAINTENANCE CREW, TYPICALLY ONE PERSON, WILL MADE AN AVERAGE OF ONE SITE TRIP PER MONTH PER CARRIER.
9. THREE (3) FUTURE CONCRETE PADS FOR EQUIPMENT CABINETS/BUILDINGS ARE PART OF THIS DEVELOPMENT. THE FUTURE
EQUIPMENT BUILDINGS WILL BE ONCE STORY PREFAB STRUCTURES WITH AN APPROX. BUILDING HEIGHT OF LESS THAN 12 FEET. ALL
PREFAB BUILDING STRUCTURES SHALL BE DEPARTMENT OF COMMUNITY AFFAIRS (DCA) APPROVED MANUFACTURED BUILDINGS.
10. THE PROPOSED WIRELESS TELECOMMUNICATIONS FACILITY WILL NOT GENERATE SOLID WASTER WILL NOT REQUIRE POTABLE WATER
SERVICE; AND WILL NOT REQUIRE SANITARY SEWER SERVICE,
Professional Engineering Certiflcate of Authorization No.: EB 7793
FLAGLER"
4601 Touchton Rd.
B-Idg. 300, Sulte 3200,
Jacksonville, FL 32246
T: 904.450.4833 I C: 904,.449.3565
M
ED CD I
f_iAN G it�#.�
f nt£.
CML MGMEERS AND LAND SURVEYORS
P.O. Box 1100
BWNEr NC 28607
PHONE: 82B-297-3333
S VERIFICMON
0 1'f
BAR I5 ONE INCH ON
ORIGINAL DRAWING.
IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES
ACCORDINGLY.
NOT TO SCALE
THIS DRAWING MAY NOT BE COPIED
OR REPRODUCED BOUT THE
aPRESs WRM EN MNSENT OF
DYNAN GROUP, INC.
r SI0NS
W-1
DsmrwN
DATE
1
REV. PER 01W COMMENM-
0-12-13
APMW44' DAM
PR03, MAMA. R:
PROPERTY OWNER:
DESIGNED:
JAE
DRAWN:
JAE
04EC D:
GAM
7-11-13
i l
220-002-00
EWATER us.m.
O,
l�
R
r�.9W►. MULDOWNEY
:0.`PRt3F�IQNAi EWGIki�t
nog.; CMS
JOB INFORMATION
SM I.D: PIFECO0129.9
EDGEWAT E R LANDING
WIRES
TELECO14M1 1TIONS
CO -LOCATION FACILITY
EDGEWATEk FLORIDA
SHEET TITLE
GENERAL NOTES
SHEET NUMBER
PROPOSED WALL COMPOUND AREA (14'x100') DESCRIPTION
A PARCEL OF LAND LYING IN ACTION 11, TOWNSHIP 18 SOUTH, RANGE 34 EAST, VOLUSIA COUNTY, FLORIDA,
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGIN AT THE NORTHWEST CORNER OF LOT 15, EDGEWATER COUNTRY ESTATES (UNIT #11 ACCORDING TO THE
PLAT THEREOF RECORDED IN PLAT BOOK 11, PAGE 247 OF THE PUBLIC RE -CORDS OF VOLUSIA COUNTY, FLORIDA,
SAID CORNER ALSO LYING ON THE EASTERLY RIGHT —Of —WAY LINE OF` THE FLORIDA EAST COAST RAILWAY;
THENCE S140 47' 25"E ALONG SAID EASTERLY RIGHT—OF—WAY LINE FOR 100.00 FEET; THENCE S750 12' 35"W FOR
15.00 FEET; THENCE N14° 47' 25"E FOR 100.00 FEET; THENCE N750 12" 35"E FOR 15.00 FEET TO THE POINT OF
BEGINNING. SAID PARCEL OF LAND SITUATE, LYING AND BEING IN VOLUSIA COUNTY, FLORIDA CONTAINING
1,500 SQUARE FEET MORE OR LESS.
PROPOSED 15'WIDE ACCESS & UTILITIES AREA DESCRIPTION
A 15-FOOT WIDE STRIP OF LAND FOR THE PURPOSE OF ACCESS AND UTILITIES LYING IN SECTIONS 2 & 11,
TOWNSHIP 18 SOUTH, RANGE 34 EAST, VOLUSIA COUNTY, FLORIDAt AND LYING 15.00 FEET WESTERLY OF THE
FOLLOWING DESCRIBED SIDELINE:
BEGIN AT THE NORTHWEST CORNER OF LOT 15, EDGEWATER COUNTRY ESTATES (UNIT #1), dCCORDING TO THE
PLAT THEREOF RECORDED IPI PLAT BOOK 11, PAGE 247 OF THE PUBLIC RECORDS OF VOLUSIA COUNTY, FLORIDA,
SAID CORNER ALSO LYING ON THE EASTERLY RIGHT-OF-WAY LINE Of THE FLORIDA EAST COAST RAILWAY AND
THE WESTERLY RIGHT-OF-WAY LINE OF GUAVA DRIVER THENCE N14* 47'25"W ALONG SAID EASTERLY AND
WESTERLY RIGHT-OF-WAY LINES FOR 100.00 FEET TO THE POINT OF TERMINUSm THE SIDELINES OF SAID STRIP
OF LAND TO BE SHORTENED AND PROLONGED TO MEET AT COMPOUND PARCEL LINES AND RIGHT—OF—WAY LINES.
CONSULTANT: 1
SURVr'.rING nNc.
1221 NW 16TH AVENUE
GATNESUFLLE, FLORIDA 32601
Tel.: {352} 379-0948
Email: dstonec}fpher@ait.net
Professional Engin.eed-ng Certificate of Autho:rizabion No.: EB 7793
:. FLAGLER"
4603 Touchton Rd.
Bldg. 3€ D, Suite 3200,
JacksonvIlle, FL 32246
T: 9M.450.4833 I C: 904.449-35.65
fix•`/..�{.sits"•'
�-r
ED C:�; I
P . E NAN GRo;tjFl
fiNc.
CMt ENGINEERS AND LAND SUVEY-ORS*
P.O. BOX 1100
BOONE, PVC 28607
PHONE: 828-297 3333
SCALE VERIFICATION
0 131
BAR IS ONE INCH ON
ORIGINAL DRAWINQ
.IF NOT ONE INCH ON T -9S
SHEET, ADJUST SCALES
ACCORDINGLY.
NOT TO SCAL.E
THIS DRAWING MAY NOT BE COPIED
OR REPRODUCED WMiOUT THE
M(PRESS WR.IfTF-N CONSENT OF
DYNAN GROUP, INC.
RE1tf DNS
No.
-MON
DATE
1
REV. PER CRY COMMENTS
9-18-13-
A"R_OVALS MT
Fitt}]. nk-MGER:
PROPERTY OWNER:
DESIGNED:
IAE
DRAWN:
IAE
CHECKED:
GAM
DATE:
7-11-13
JOB NUMBER:
22(2-00
D FILE: PARA.HRA.EDG l�tATERCD S.pi r
d
` GE ALD A. MUL.DOWfiEY
FlOMDA PROFESSIONAL 04%NMZ
R M-ST CATION No.: 43M5
JOB INFORMATION
SITE I.D: PIFECO0129.9
EDGEWATER IANDIN•G
WIRELESS
TELECOMMUNICATIONS
CO -LOCATION FACILITY
EDGEWATER, FLORIDA
SHE-7 TM.E
LEGAL. DESCRIPTIONS
SHEET NUMBER
cis
` 7
PODIT OF T8tKD S
PROD V WIDE ACCESS
& UTILM- ES AREA
74
Lb
4 4,
EDGE OF�
+' 8TH STREET
SWALE r 2'LANE ASM&T ROO
5V WGHT-OF-WAY
t
#j
l -
PROPOSED IT W DE ACCESS
& UTILMES AREA
PROPOSED WALLED COMPOUND
AREA (14'x100')
VACANT
GRAPHIC SCALE
�a a to ao +o
( IN 1)
I Inteh R 20 fL
POW, OF BEG paNG
PROPMED LEASE PARCFEL AND
PWIP050 ACCESS & UTILlT'I'ES AREA
PROPOSED 149'
MONOPOLE TOWEP.
SEE MWM DATA
so
� BOUNDARY
FORM ION MAR
TELECOM MUNICATIQNS FACILITY
FM SECTfdN 11, TOWNSHIP 18 50E11'H, RANGE 34 EAST,
VOLIiSIA CaUN7Y, FLORIDA
l t
1
1
1
FLORIDA SHORES UNIT NO. 7
P.B. 23, PAGE 1I7-118 �
r
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U
t : � OX
t-� Tp BLOCS{ 215
r- BLOCK 210
,Ir
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1.
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,
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® rs
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t ,fir
,
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1
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J
SVtit CORNER OF LOT 15
1
1 �
STREET
24ANE A5PH&T ROAD
W -OF-WAY
{1.4%.3r. 9
N89 ° 13' 50" E 1496.45'
PARCEL A
WHISTLE STOP PARK
CITY OF EDGEWATER
TAX PARCEL: 11-18-34-0&a-0150
OWNW. CITY OF EDGEWATER
O.R. 2676, PACE_ 1498
LOT 15
EDGEWATER COUNTRY ESTATES (UNIT#1)
P.B. 11, PAGE 247
GRAPHIC SCALE
w goo
( IN r= )
I Inch a 50 M
F'J
FLOOD ZONE NOTE
THE HEREON DESCRMED PARCEL APPEARS TO LIE: IN
FLOM ZONE X WED ON THE FEDERAL EMERGENCY
MWGEMENT ACT FIRM, COMMUNIW PANEL MAP
NUMBER 12127C M-5 G DATED AM- L 1'S, 2042.
TOWER DATA
(PROPOSED I49' MONOPOLE TOWER)
MAD 83
LATMU.DE: 38° 5r A2.W NOM-
LONGITUDE: 89' 53' 37.72" WEST
GROUND ELEVATION: ITS NAVD 1988 (AVERAGE)
LEGEND
INDICATES St$" REMA'R & CAP SL7 STAMPED "PSM 6391m
INDICATES 4` 0 C QNCRETE MONUM5W FOUND --NO 10
INDICATES 5/9" RESAR & CAP FOUND STAMPED AS NOTED
ANDICATES OFFICIAL RECORDS BOOK
INDICATES PLAT BOOK
INDICATES IDE ITIfIC:ATION
INDICATES PLAT DATA WHEN DI RENT FROM 14EASUR-M
INDICATES WOOD POKER POLE
INDICATES FIRE: HYDRANT
INDICATES TE.EPHONE PEDESTAL
"+ INDICATES OVERHEAD U ILDY WIRES
NOTE: SEE SHEET C1.20 FOR
LEGAL DESCRIPT OWNS
CONSULTANT:
SURVET G V4C.
1221 NW 16TH AVENUE
CAIN:EMLLE, FLORIDA 32601
Tel.: (352) 379-0948
Email: ds-tone-cypher@att.net
Professional Engineering Certificate of Authorization No,: ES 7793
FLAGLER"
4601 Touchton Rd.
Bldg. 300, Suite 3200,
J.acksonv lle, FL 32246
T: 9 .450.4833 1 C: 904.449.3565
NA GROU
NC.
CMIL ENGINEERS AND LAND SURVEYORS
P.O. BOX 110.0
BOONE, NC 286D7
PHONE: 82&-297-3333
0
BAR IS ONE INCi ON
ORIGINAL DRAWING.
II' NOT ONE INCH ON THIS
SHEET, ADJUST SCALB
ACCORDINGLY.
SCALE: AS SHOWN
THIS DRAWING MAY NCIT BE COPIED
OR REPRODUCED W iOUT THE
EXPRESS WE' ITrEN CONSENT OF
DYNAN GROUP, MC
R SIO%
NO.
DESIMON
DATE
I
REV. PM CITY COMMENTS
9-12-13
OQ : APPROVALS DATE:
PROJ. MANAGER: - - - - ----
PROPERTY OWNER' --
DE IG N ED:
JAE
DRAWN:
JAE
CHECKED:
GAM
DATE:
7-11-13
JOB NUMBER:
220-002-00
"RLE: PARA.IFRA.WGF_W'ATERCUS.DW
,
GERALD A. MULDOWNEY
FWRIDA PROFEWONAL E 44ME R
RM5TWUON W.: 43365
1OB INFORMATION
SITE I.Da. PIFECO0I29.9
WGEWATER l.ANDINfi
WIRELESS
TELECOMMUNICATIONS
CO -LOCATION FACILITY
EDGEWATER, FLORIDA
SH EST TITLE
BOUNDARY
INFORMATION
MAP
SHEET NUMaER
cim
+
b
Mff
ICE
SILT FENCE_,/
V3.10
+
otd$� Aw
PROPOSED 15'WIDE-
ACCESS & UTILITIES AREA
0
t--- ps
--A 1.
ter 1
PARENT TRACT
OWN!ER: FLORIDA EAST
COAST RAILWAY LLC
I I
BARRICADE
FLORIDA SHORES UNIT NO., 7
P.B. 23, PAGE 117-118
TAX PARCEL: 02-18-34-01-06-6410
4A OWNER: PAWLAK ANTHONY MICHAEL
rek;
m
UNE
28TH STREET
2-LANE ASPHALT ROAD
56'RIGHT-OF-WAY
$,SWA&E 4A
�J��,
STR a-7 Rlaff
PROPOSED WALLED COMPOUND
AREA (14'x100')
PROPOSED 149
MONOPOLE TOWER
WHISTLE STOP PARK
CITY OF EDGEWATER
CONSTRUCTION BENCHMARK
5/8" REBAR & CAP PSM 6391
ELEV�17.48'
CONSTRUCTION BENCHMARK
5/8" REBAR & CAP PSM 6391
ELEV=17.81'
NOTES:
1. SEE LEGEND, NOTES AND ABBREVIAIONS, SHEET C1..00 & C1.10.
I i . I
NFORMA-HON SHOWN HEREON IS BASED ON ACTUAL FIELD MEASUREMENTS AND OBSEVATIONS DATED JUNIE 11,
2013, PERFORMED BY STONECYPHER SURVEYING., INC.
3. THE CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE AND DEPOSIT OFF -SITE AT AN APPROVED LOCATIO.N..
I .
4. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING ABOVE GROUND AND UNDERGROUND
IMPROVEMENTS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
5. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY THE CONTRACTOR WITH LOCAL GAS, ELECTRIC, TELEPHONE
AND ANY OTHER UTILITY COMPANY HAVING JURISDIC71ON OVER THE PROPOSED DEVELOPMENT.
6. ALL TREES WITHIN 10'0F THE CONTRUCTION LIMITS WHICH ARE NOT DESIGNATED FOR REMOVAL SHALL BE
PROTECTED DURING CONSTRUCTION BY A TREE BARRICADE. SEE DETAIL E, SH-EETC3.10.
7. ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 88.
8. BENCHMARKS SHOWN HEREON ARE FOR THE EXPRESS USE OF THE CONTRACTOR WHILE PERFORMING WORK ON
THIS PROJECT.
LEGEND•,
+ INDICATES EXISTING SPOT ELEVATION
r-lb\
�j INDICATES EXISTING TREE
INDICATES EXISTING TREE
TO BE REMOVED
Professional Engineering Certificate of Authorization No.; EB 7793
`�. FLAGLER"
4601 Touchton Rd.
Bldg. 300, Suite 3200,
Jacksonville-, FL 32-246
T.- 904,450.4833 1 Co' 904..449-3565
E1tqA
"GROun -A NC. I
OVIL ENG2NEERS AND LAND SURVEYORS
P.O. BOX 1100
BOONEr NC 2W7
PHONE: 828-297-3333
VF-JUF!--.=0N
11 It
BAR IS ONE INCH ON
ORIGINAL DRAWING.
IF NOT ONE INCH ON THIS
S H EET, AM U ST SCA LES
ACCORDINGLY.
SCALE:1 11 = 101
THIS DRAWING MAY NOT BE COPIED
OR REPRODUCED WITHOUT THE
EXPRESS WRr17EN CONSENT OF
DYNM- GROUP, 1NC
REVISIONS
I NO. I DESUUMM I DATE I
I I IREV. PER WYCOMMEN M-1 9-12-131
BY: "PRCWA-LS WE
PRO] , MWGER:
PROPERTY OWNER:
DESIGNED:
JAE
DP,A-WN-,*
JAE
CHECKED:
GAM
DATE:
7.11-13
305 NUMBER:
2-2M02-00
FILE. PAWPRA.EDGEWATERC(YS.D1A
I Y
No 4,33ro5
C D
• GERALD A. MULDOWNEY
OF
FLORIDA MFEMONAL OJMNE-BZ
RMISM710N No.: 43365
,O�
308 INFORMATION
SITE L06, PIFECO0129.9
ED(;EWATER LANDING
WIRELIESS
TELECOMMUNICATIONS
CO -LOCATION FACRM
EDGEWATER, FLORIDA
SHEET TPU
OCISTING
F EIATURIES
PLAN
I SHEET NUMBER I
l
FLORIDA SHORES UNIT NO. 7
P.B. 23, PAGE 117-1.18
Fri 0
.,
00
�4 Y •
TELCO DEMARC`
EX. PEDESTAL
�y TAX PARCEL: 02^is-34-ox�r6-�1a
't , OWNER: PAWLAK
t ` ANTHOW M'ICHAEL 5R
LOTS 6641-6643
15
�a
PROPOSED UTILITY POLE
SEE NOTE# 5
0H OH OH OH
0
.41% , It
�y �4
y
s ELEC. DE
EX. vnu
28TH STREET
2-LANE ASPHALT ROAD
— OHSfi' RIGHT-OF-WAY
255 LF± OH ELEC. SE
SEE NOTE #5 & #6 SEE NOTE #5
-PROPOSED WALLED
COMPOUND AREA V4x1.00')
SEE SHEET C2.20 FOR DEi'A
PROPOSED 149
MONOPOLE TOWER
(SEE NOTE #3)
PARENT TRACT
OWNER., FLORIDA EAST
COAST RAILWAY LLC
s
r
Va
V
o_
t'n
WHISTLE STOP PARK
CITY OF EDGEWATER
TAX PARCEL. 11-18-34-08-00-0150
OWNER: CITY OF EDGEWATER
ZONING.- UNKNOWN
LAND USE: RECREATION
U890 13' 50"E 1496AS'
NOTES.
1. SEE LEGEND, ABBREVIATIONS AND GENERAL NOTES ON SHEET
T1.00, C1 ■00 & C1. 109
2. CENTER OF PROPOSED TOWER LATITUDE, LONGITUDE AND
ELEVATION SHOWN HEREON WERE ESTABLISHED FROM DIFFERENTIAL
GPS OBSERVATIONS. THE VALUES FOR THE PROPOSED TOWER
LATITUDE, LONGITUDE AND ELEVATION SHOWN HEREON EXCEED FAA
"2-C" ACCURACY REQUIREMENTS. ELEVATION IS NAVD 88.
3. PROPOSED 149' MONOPOLE TOWER.
CENTER OF TOWER:
LATITUDE: 28° 574 02.95"' NORTH
LONGITUDE: 80* 53" 37.7T' DIVEST
GROUND ELEVATION: 17.5; NAVD 1988 (AVERAGE)
4. THE PERPENDICULAR DISTANCES FROM THE CENTER OF THE
PROPOSED TOWER TO THE PARENT TRACT BOUNDARY LINES WERE
ESTABLISHED BY FIELD MEASUREMENTS PERFORMED BY
STON ECYPH ER SURVEYING, INC..
NORTH 61.8'
NORTHEAST 6.73'
SOUTHEAST: N/A
SOUTHWEST: 93.3'
5. CONTRACTOR TO COORDINATE UTILITY CONNECTIONS WITH LOCAL
SERVICE PRIOR TO BIDDING PROJECT. OVERHEAD UTILITIES ARE
ENCOURAGED TO MINIMIZE CONSTRUCTION COST. THE PLACEMENT
OF NEW POWER POLES SHALL BE COORDINATED WITH SERVICE
PROVIDER PRIOR TO COMMENCEMENT OF CONSTRUCTION.
E. REFER. TO SHEET C2.20 FOR. PROPOSED COMPOUND LAYOUT AND
DETAILS.
SITE
DATA.
pCR�PTFJ�J
SF
AC
COMPOUND
1.,400
0.032
42.3
EASEMENT
I t 500
0.034
57.7
TOTAL PROJECT ARR.EA
2,900
0.066
100.00
TMPERVIOIS AREA-CONCRETIE-
951
0.022
32.8
IMPERMUS AREA -ASPHALT
1,036
0.024
35.7
SEMI WPERV10V$..CQM-- l Q
350
0.008
12.1
QPEN AREA
563
0.012
Y9.4
CALF.. BEFORE YOU DIG
Sunshine State One Call
811 or I-800-432-4770 w�«b
Cad b at yNd4
Professional Engineering Certfcate of Authorization No.: EB 7793
FLAGLER'
4601 Touchtw Rd.
RR
8Idg. , Sure 3200,
1
Jacksonville, EL 32246
T: 904.450.4633 1 C: 904.449.3565
NIAN GR. u
p yINC.
CIVIL ENONEERS AND LAND SURVEYORS
P.Q. Box 1100
BOONE, NC 2807
PHONE: 828-297 3333
SCALE _ VERIFICAITON
1It
WISONE INCH ON
ORIGRiAL DRAWING.
IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES
ACCORDINGLY.
SCALE: l u lw�_ 50'
THIS DRAWING MAY NOT BE COPIED
CAR REPRODUCED WrniOUT THE
EXPRESS WRMEN CONSENT OF
DYNAN GROUP, INC.
REVMONS
NO,
DECRIP MN
DATE
i
REV. PER CITY COMMENM
8-12-13
Qy/ APPROVALS DATE:
PRO), ` ` NAGM
PROPERTYOWNER: -- -
DES;'�GNED:
JAE
DRAWN:
:SAE
CHECKED:
GAM
CRATE.
7-11-13
JOB NUMBER:
220-002-00
D FI.tE: PA-RA,IFA.EDGP-WATERCC�'S.[D)
A
• /
a _
,�GERALD A. M L.DS WNE 1
� � • C DA PROFESSIONAt ENGINEER
• l � ;�` 'nON Ne.: 4
1 j0B 1NFOR14A-n'0N
S f i:r I.D: PIFE 0129.9
EDGEWATER LANDING
WIRELESS
TELECOMMUNICATIONS
C
EDGEWATER, RORIDA
SHEET TITLE
MASTE R
SITE PLAN
SHEET NUMBER
1910
1
ti
MATCH EX. GRADE
REGRAQE 2D'LF OF
S1tVALE r,� �
F MITERED END ' ' .2
� INV. 15.20
!�.1(J SEO� • � �
TYP, 0 �
I
3 0 LF 14"X2T' HERCP
1 MATCH EMSTING '
/�� GRADE
1 11
•imp,►
17-61
r�
T DRIVE/PARKING
c `
►10
.
PROPOSED 15" WIDE .
ACCESS & UTILMES AREA
1
+` r PROPOSED E' DOUBLE
SWING GATE
TO TELCO DEMARC
SEE SHEET C2.10
FLORIDA SHORES UNIT NOu 7
Po d 23, PAGE 1 7-118
TAX PARCEL: 02-18--34- 01-0-6-6410
OWN -ER: PAWLAK ANTHONY MICHAEL
t
INV. 15.204
SILT FENCE
.1 a
WA-SPMT REGRADE 20LF OF SWA.LE
4 BATCH GRADE
F/(�
ELEC & TELCO
SERVICE; SEE NOTE #£,
�r
#9

1J
+ - I /
� Y 1
i IC4iT M I -ICE
28TH STREET
2-LAND ASPHALT ROAD
56' RIGHT-OF-WAY
O!H OH - .. �. OH OH
TO ELEC. DEMARC
SEE SHEET C2,10
& =:t�
r^ -� MULTI -TENANT 8 +'
SERVICE RACKf -00J
vo
t :tip,
% P
ROPOSED WALLED COMPO UND
` r iylrJ` +,`4 t•,5
AREA (141x100')
FUTURE k
.t_ 1 USE 1
• h
PROPOSED 149
A MONOPOLE TOWER
SILT FENCE �yi �:•:::.:.:::`. ...:::':::.: SEE SHEET C3.00
F RE . t
119.00
T� Qi �• ... �-� _. .stll4i.
PARENT TRACT
OWN:E:R. FLORIDA EAST
COAST RAILWAY LLC
WHISTLE STOP PACK
CITY OF EDGEATER
GRAVEL COMPOUND
8' HIGH CMU WALL r r
W/OVERHEAD SECI#RITY �.��
CONSTRUCTION BENCHMARK
5/8" REBAR & CAP PSM 6391
ELEV— -- 17.48'
CONSTRUCTION BENCHMARK
518" R BAR & CAP PSM 6391
ELEV= 17.81'
NOTES:
I. SEE LEGEND, ABBREVIATIONS & GENERAL NOTES ON SHEETS TI.00, C1.001 C1.10.
2. ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 88.
3. SEE SHEET C1.30 FOR BOUNDARY INFORMATION.
4E THE CONTRACTOR SHALL FIELD -VERIFY THE LOCATION OF ALL DQSrING ABOVE GROUND AND UNDERGROUND
IMPROVEMENTS.
S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY RELOCATION OR REPAIR OF UNDERGROUND
IMPROVEMENTS DUCE TO DAMAGE CAUSED DURING CONSTRUCTION..
6. ALL, SITE WORK SHALL BE CAREFULLY COORDINATED BY THE CONTRACTOR WITH LOCAL GAS, ELECTRIC, TELEPHONE
AND ANY OTHER UTILITY COMPANY HAVING JURISDICTION OVER THIS PROJECT.
7, TOWER AND CONCRETE CAMON TO BE DESIGNED BY OTHERS.. TOP OF CONCRETE CAISSON TO BE 19.131
.
8. CONTRACTOR TO COORDINATE UTILIIIY CONNECTIONS WITH LOCAL SERVICE PRIOR TO PROJECT BID, OVERHEAD
UTILITIES ARE ENCOURAGED TO MINIMIZE CONSTRUCTION COST. THE PLACEMENT OF NEW POWER POLES SHALL BE
COORDINATED WITH SERVICE PROVIDER PRIOR TO COMMENCEMENT OF CONSTRUCTION.,
9. TELCO SERVICE IN 2-4" SCH 40 PVC CONDUIT WITH 200 Ebs PULL LINE. INSTALL IN ACCORDANCE WITH OSHA AND ALL
APPLICABLE LE CODES.
10. ELECTRIC SERVICE IN 2w4" SCH 40 PVC CONDUIT. INSTALL IN ACCORDANCE WITH OSHA AND ALL APPLICABLE CODES.
LEGEND:
}-`
INDICATES EXISTING SPOT ELEVATION
INDICATES EXIMNG TREE
INDICATES EXISTING TREE
TO BE REMOVED
INDICATES PROPOSED
SPOT ELEVATION
CALL B•EFOR.E YOU DIG
Sunshine State One Call
811 or 1-800-432- 4770
Professional Engineering Certificate of A orizabion NO,: EB 7793
FLAGLERI,
4:€01 T4uchton Rd.
Bldg. 300, Sufte 3200,
Jacksonville, FL 32246
T: 904,45D.4833 I C:904.449.3565
ti�SJ Y
CD
Dm NAN G R0 J
Nc.
CNIL ENGINEERS AND LAND SURVEYORS.
P.O. BOX 1100
SWNE, NC 28607
PHONE: 828-297-3333
SCALE V-9RjnCkTWN
0 1 `'
BAR IS ONE INCH ON
ORIGINAL DRMING.
IF NOT ONE INCH ON THIS
SHEET, ADIUST SCALES
ACCORDINGLY.
SCALE: 1 "_" 20'
THIS DRAWING MAY NOT BE COPIED
OR REFRODUCED WITHOUT THE
EXPRESS WRII`rEN CONSENT OF
DYNAN GROUP, INC
REVISIONS
NO.
DE ?P'lION
DATE
Z
FtEV. PER C47Y GCfMMEiT
9-12-13!
aMOV.ALS
�''f: DAB
PRO]. MANAGER.,
PROPERTY OWNER:
DESIGNED:
JAE
DRAW, N:
JAE
CHECKED:
GAM
DATE:
7-11-13
106 HUMBER:
22D-002-OD
CAD FILE: PARA.IFRA. EDGEWATERCD'S. DW
GERA►LD A. MULWYY'NL 1
FLORIDA PROFEMOML ENGINE R
REGISMTION No., 43365
30B INFORMATMN
SnE LD: PIFECO0129•9
EDGEWA'TER LANDING
WIRELESS
TELECOMMUNICATIONS
CO -LOCATION I*ACILM
EDGEWATER, FLORIDA
sHEET Tnu
PRO -POSED
IMPROVEMENTS
SHEET NUMBER
E
148' FUTURE CARRIER ANTENNA ARRAY
137' FUTURE CARRIER ANTENNA ARRAY
123' FUTURE CARRIER ANTEN14A ARRAY
NOTES:
I. REFER TO STRUCTURAL PLANS BY OTHERS FOR TOWER
S:PECIFICA710N & DETAILS..
2. THIS DETAIL IS FOR INFORMATION ONLY AND NOT FOR
CONSTRUCTION PURPOSES.
3 NAVIGA ZONAL HAZARD LIGHTING IS NOT REQUIRED IN
ACCORDANCE WITH FCC REGULATIONS.
4. THE TO V-ER STALL HAVE A GALVANIZED FINISH.
5. CARRIER RAD CENTER LINES SHALL BE VERIFIED WITH FDG
F•LAGLER STATION YI, LLC PRIOR TO COMMENCEMENT OF
CONSTRUCTION,
ELEVATION VIEW
N.. T.S,
[U.5r
'AVED ROAD
CALL. BEFORE YOU DID
Sunshine State One Call
811 or I.- 800-4324770
Professional Engineering Certificate of Authorization No.: EB 7793
.: FLAGLER
4601 Touchton Rd.
Bldg. 300, Suite 3200,
Jacksonville, FL 32246
T: 904.4-50.4833 1 C: 9D4.449.3565
Fw ��JJ
ED C�;
. D N A N G R
INC.
09L ENGINEERS AND LAND SURVEYORS
P.O. BOX 1100
BOONE, IBC 28607
PHONE: 828,-297 3333
SME VERIFICATION
0 1"
BAR IS ONE INCH ON
ORIGINAL DRAWING.
IF NUT ONE INCH ON THIS
SHEET, ADJUST SCALES
ACCORDINGLY.
NOT TES SCALE
THIS DRAW NG MAY NOT BE COPIED
OR REPRODUCED WTM- OUT THE
DWRESS WRITTEN C ONENT OF
DYNAN GROUP, INC.
REVISION
No.
D5CRIMON
DATE
I
REV. PER CM- CQA+ MEWS-
9-12-1.3
APRRLS;
P-W]. MANAGER:
PROPERTY OWNER:
DESIGNED:
3AE
DRAWN:
3A€
CHECKED:
GAM
DATE:
7-11-13
305 NUMBER:
U-D-02-00
D FILE: PARA.1FRA.EDGEINATERCVS.DW
•or
GEf ALD A. MULDOWNEY
FLOPMA PROFHMO At ENONER
PMGI '1'l0N No.: 43365
JOB INPOR1 ATION
SITE I.Do. PIFECO0129,9
EDGEWATER LANDING
WIRELESS
TELECOMMUNICATIONS
CO -LOCATION FACILITY
EDGEWATEI, R-ORIDA
SHEET 7TrLE
ELEVATION
PLAN
SHEET NUMBER
FLAGLER'
6' CMU WALL
14` COM-POUND WALL
12 4' GRAVEL COMPOUND
83 6-T
ON Edi
CONC. TOWER FOUNDATION NOT ALL
SEE NOTE #2 IMPROVEMENTS
SHOWN
RAILROAD
RIGiiT OF WAY
LiRE
/
x , , � //> X/
/X X/
\ ,f�� , �\ /• GEOTEXTILE FABRIC
SEE NOTE #1
NOTES:
1, MIRAFI 5-OOX WOVEN
POLYPROPYLENE GEOTE)MLE
FABRIC SHALL BE PLACED UNDER
ALL GRAVEL SURFACES.
2. REFERENCE TOWER FOUNDATION
DRAWINGS FOR CONSTRUCTION OF
PROPOSED TOWER FOUNDATION.
6" COMPACTED SUBGRADE MINIMUM LBR
40, COMPACTED TO 980/6 OF THE MOD.
PROCTOR MAXIMUM DRY DENSITY
6'° FDOT GRADED COARSE AGGREGATE SASE
COMPACTED TO 9$% OF THE N1013. PROCTOR
MAXIMUM DRY DENSITY
GRAVEL COMPOUND
SECTION
POST 0 ONS:
WOOD 2 1/2."' M#IN., DIA.
WOOD 211 X 4u
OAK 11/2'X111211
STEEL 1.33 LBS./FT, M#IN, FILTER FABRIC
(IN CONFORMANCE WITH
C:Fr QAt; rnnT qaFr_ )
E LEV,A'TIO N
F.D.O.T. TYPE III SILT FENCE
PRINCIPAL POST POSITION
(CANTED 200 TOWARD FLOW)
OPTIONAL POST
PDSrfTONS
ZI z0of
n
11
it
{f
N.-TSr
FILTER
FABRIC
-.— SILT
GRO-UND
SECTION
N, T. S.
13' MAIN
611 6"
15' WIDE INGRESS/EGRESS 8c Ui'ILIT`( EASEMENT
EXISTING 13 _ 12' 2:1
1-1/2" TYPE S-III ASPHALTIC CONCRETE
6" LIMERC CIS BASE COMPACTION 98% DRY
r' DENSITY MOD. PROCTOR.
�-, 12" STA91LiZED TYPE S SUBGRADE, LSR 40
COMPACT ON 98% MOD. PROCTOR.
ASPHALT PAVEMENT DETAIL
C�3NSTRUCTIO'N NOTES:
(i) 'TREE BARRICADE
SHOULD BE INSTAE.LED
PRIOR TO ANY SITE
CONSTRUCiiON(Ct.EARING,
�� � GIZADING, ETC.) AND
SHALL REMAIN UNTIL
CONSTRUCTION IS
COMPLETE. N0 STORING
OF FILL DIRT OR
c BUILDING MATERIALS IS
ALLOWED WITHIN THE
BARRICADES.
(2) BARRIERS TO
REIN IN PLACE UNTIL
2/3
PROJECT COMPLETION,
INCLUDING
• ; .
LANDSCAPING.
(3) ALL ROOTS LARGER
�
f
THAN 1" ENCOUNTERED
I DURING SITE
i
E}CC4VATON SHALL BE
CUT CLEANLY AND
RECOVERED WITH SOIL.
UPRIGHT STAKES SHALL BE 4'iX4" XS' LUMiBER. SET 8' O.C. MAX.
SUPPORTING BRIGHT ORANGE VINYL FENCING MESH..
TREE BARRICADE
DETAIL N.T.S.
MATCH EXISTING
GRADE
4" STABILIZED
SHOULDER
COMPACTION 98%
STANDARD PROCTOR
(TYP. BOTH SIDES)
MATCH EXISTING
GRADE
T
7 D;
0
m
�T
EXISTING
ASPHALTIC CONCRETE
LIMEROC'K BASE
STABILIZED SUBGRADE
1 TEa
1. SEE ASPHALT PAVEMENT DETAIL FOR SECTION THICKNESS AND CONSTRUCTION.
2. EXCAVATED MATERIAL SHALL BE REMOVED AND DEPOSITED CUFF -SITE AT AN
APPROVED LOCATION.
"AT GRADE"' ASPHALT ROAD
S� ON N.T.S. c
CONCRETE
PIPE
BEVELED OR ROUND CORNERS
ter. wr-wwwr
4601 Touchton Rd.
Bldg. 300, Su to 3200,
3ackson-viller FL 322.46
T: 9M.450..4833 I C; 904..449.3565
C:) C
i�AN R-Y
INc.
-yP
Cam. ENGINEERS AND LAND SURVEY'C
P.O. BUX 1100
SOONE, NC 29607
PHONE: 829-297-3333
SCALVB
EF1C.AN
0
M- IS ONE IN ON
ORIM.
t aRAflN.
IF NCFF ON-E ZNai ON THIS
SHEET, ADJUST SCALE
ACCORDINGLY.
NOT TO SCALE
THS MVnNG MAY NOT BE COPIED
OR REPRODUCED WrMUT THE
WRESS WKMEN CONSENT OF
DYNAN GROUP, INC.
REVISMNiS
wa, ��yyYY m�ayy K=pT/ m Q��p DA'
Rim. PER am iwoi�Tma i a- s-i 2-1
APPLouAI-S
PRaJ. MlAWER:
PROPERTY OWNER.
DBIGNED: JAE
! DRAWN-., ME
CK-CKED: GM
{
DATE: 7-11-13
SLAB REINFORCED SODJ 0.1 N� p�,Y r�, JOB NUMBER. 22"02�
T 6"X67WA 14X I.4 •� ��� - I:E. PAi A ED EWtATERCD'S.D1h�
w • • • •
4336)
11,4
�Y TAPE11V�8LE PIPE � :
C01V, ECTOR
F�
r�g
,o •. S P
GP:ATES PLACE 14r� O.C.aF • . , ,oR ■ >��A�a A. h1JLi74ViEY
i FLORIDA PRO c�+� NEER
`SSI P� R �� MN No.; 43365
%011lil
JOB INFORMTION
CONSTRUCTION JOINTS
SITE I.D: PI-FECO0129.9
PERMITTED DITCH EDGEWATER LANDING
GRADE WI SS
. TELECO#4MUNICATIONS
J 1Xttr• CO-UXAnON FACILITY
EDGEWATER, FLORIDA
VN SHEET TrrLE
2` I 11 6""
NO PIPE JOINT PERMITTED
9; -A-MOVED BY THE ENGINE ��
SECTION *RE-FER TO FDOT INDEX #273
MITERED END SECTION DETAIL
ENGINEERING
DETAILS
f SHM NUMBER
c3.10
N. T■.S.
Professional Engineering Certificate cate of Authorization No.: EB 7793
14`
1. EMBED BARBED W IRE SUPPORTS WITH
FLARED ENDS EXTENDING A MINIMUM OF
6 INCHES IN TO POURED CELLS, ELSE
FASTEN TO TOP DE WUALL AT FILLED CELLS
WITH A BARBED WIRE SUPPORT AND BASE
PLATE. SECURE TO TOP DF WALL WITH
APPROVED EPDXY ANCHOR BOLT SYSTEM.
149' KONOPOLE TOWER
I'
THREE STRAND BARBED WIRE OVERHEAD
SECURITY
(SEE NOTE 1)
RAILROAD RIGHT OF WAY LINE
BL= TURNED ON SIDE EVERY THIRD
BLOCK ON THE LOW SIDE OF THE
COMPOUND AT GROUND LEVEL TO
FACILITATE DRAINAGE
ALL DETAIL
I F
N. T.S.
-GIENERAL NOTES:
1. R•EINFORCING STEEL SHALL HAVE
STANDARD DEFORMATION AND YIELD
STRENGTH OF 40,000 PSI.R
2, ALTERNATE REINFORCING BARS MAY BE
TERMINATED AT THE MID HEIGHT OF THE
WALL.
3. THE WALL SHALL HAVE #5 BARS
HORIZONTAL, 24" O.C.
4. ALL LAP SP ICES TO BE A MINIMUM OF
40 BAR DIAMETERS.
5, ALL HOOKS, SPLICES, AND BENDS TO BE
IN ACCORDANCE WITH THE ACI 318
MINIMUM CRITERIA.R
6. NET AREA COMPRESSIVE STRENGTH OF
MASONRY UNITS TO BE 11900 PSI,
7. LOCATE EXPANSION JOINTS IN WALLS
AT APPROXIMATELY 30 FT. D.C..
;-4 .T
31500 PS-1 CONCRETE
FILL CELLS WITH
CLASS I CONCRETE
AT VERTICAL
REINFORCING ONLY
811 CMU W/#9 FIRE Z TRUSS
JOINT RENFORCING @ 16" O.C.
CMU WALL
5 BAR CONTINUOUS
VERTICAL #5 BAR 24"
O.C. W/DOWEL
HORIZONTAL #5 BAR
24" Q.C.
PROPOSED GRAVEL
COMPOUND
FINISH GRADE
SECTION rv.rs.
WALL FOU-1 LK
DETAIL Ni. T.S.
Professional Engineering Certificate of Au Dri lon No.: EB 7793
I
FLAGLER
4601 Touchban Rd.
Bldg. 300, Suit@ 3200,
Jacksonville, FL 32246
T. 904.450..-833 1 Q 904.449.35.65
o . D
: Arq G iR
INC.
CI L ENGINEERS AND LAND SURVEYORS
P.O. BOX 1100
BOONE, NC 2W7
PHONE: 828-257-3333
g8g ►, - RuF3CAT ION
111
BAR IS ONE INCH ON
0PUGIL DRAWING.
IF NOT 01VE INCH ON iMs
ACCORDNGLY.
NOT TO SCALE
TiiM DMMNG MAY NOT BE COPIED
OR REPRODUCED WTMO T THE
E(PRESS WRM-EN CONSW OF
DYNAN GROUP, INC.
REVISICN5 DATE
QESO M-37WN
1 am PeR erTY C'ommEW 9-i 2-i 3=
BY. APPROVtiA4 DATE:
PRO]. MANAGER:
PROPERTY OWNER:
DESIGNED: 3AE
DRAWN: JAE
I CHECKED: I GAM I
DATE. 1 7-11-13
!JOB NUMBER:
2"2-M
; PARAA.1FRA.EDGEWATERC US,1
ON Y fg
. `�.
•
° No. 433
W•
��.• T SAT
c, J ER LD A. MU
, � 4 � LD4WNEY
R,M- STTM- ION Nth.: 43365
JOB INFORMATION
SrTE I.D: PIFEC00129.9
EDGEWATER LANDING
WIRELESS
TELECOMMUNICATIONS
CO -LOCATION FAaLITY
EDGEWATER, FLORIDA
I SHBE T' 7ME I
WALL
DETAILS
SHEET NUMBER
COMPACTED
SUBGRADE � � ■
STRETCHER. BARS, FULL HEIGHT,
NOT LESS THAN 3/16" x 3/4' MIN.
CROSS SECTION ON ALL GATES &
1-3/8" I.D. GALV. POSTS.
S.
PIPE (TOP RAIL) --
'..... -_...
T"
� T
i
6' DOUBLE SWING CHAIN LINK FENCE
GATE WITH OVERHEAD SECURITY
TYPICAL GATE DETAIL
N.T.S.
i_ SCOPE&
911 MAX.
r 6r' GATE DF
10rr
1.1 THIS SECTION COVERS THE REQUIREMENTS FOR THE MATERIALS AND THE
CONSTRUCTION OF SITE FENCING, ACCESS ROAD GATES AND CATTLE GUARDS. SEE SITE
PLAN AND DRAWINGS FOR DETAILS.
L SPECIAL REQUIREMENTS
2.1 ALL WIRE, FABRIC, FITTINGS, HARDWARE AND STEEL MEMBERS USED FOP, SITE AREA
FENCING, AND ACCESS ROAD GATES SHALL BE HOT DIPPED GALVANIZED OR OTHER
APPROVED NON -CORROSIVE MATERIAL.
2.2 ALL NON -CORROSIVE MATERIAL SHALL BE APPROVED BY THE OWNER'S
REPRESENTATIVE.
2.3 ANY DAMAGE TO GALVANIZING OR NON -CORROSIVE COATING DURING CONSTRUCTION
SHALL BE REPAIRED ACCORDING TO MANUFACTURER'S PECOMMENDED METHODS.
INSTALLATION PRACTICE,
3. FENCE POSTS
3.1 LOCATION OF CORNER POSTS SHALL BE DETERMINED FROM STAKES AND PROPERTY
PINS INSTALLED BY THE REGISTERED LAND SURVEYOR UNDER CONTRACT TO THE
OWNER'S REPRESENTATIVE. IF THE STAKES ARE NOT PRESENT OR DO NOT CONFORM TO
THE SITE PLAN, CONSULT WITH THE OWNER'S REPRESENTATIVE,
3..2 CORNERS AND GATE POST FOR SITE SHALL BE 4" (INSIDE DIA.) GALVANIZED PIPE. LINE
POST SHALL BE 2" (IN -SIDE DIA.) GALVANIZED PIPE.
3.3 CORNER POSTS SHALL BE SET WITHIN ONE INCH (1") OF DIMENSIONS INDICATED ON
THE SITE PLAN.
3.4 FENCE POSTS SHALL BE VERTICALLY PLUMB IN ALL PLANES WITHIN 1/2 INCH (1/20),
3.5 CORNER POST FOUNDATIONS SHALL BE A MINIMUM THREE FEET (33) DEEP OR SIX
IN (6") BELOW THE FROST LINE, WHICHEVER, IS GREATER, WITH MINIMUM THREE
INCH (31t) CLEARANCE BETWEEN BOTTOM OF POST AND BOTTOM OF THE HOLE.
3.6 CORNER POST FOUNDA710N FOR LINE POSTS SHALL BE 12 INCHES (1211) IN DIAMETER.
CORNER POST FOUNDATION FOR GATE AND CORNER POSTS SHALL BE 18 INCHES (18") IN
DIAMETER.
3.7 CORNER POSTS AND GATE POSTS SPACING SHALL BE EQUAL WITH A TWELVE FOOT (121)
MAXIM'U,M SPACING. GATE POST SPACING AND SPECIFIC LOCATIONS SHALL BE IN
ACCORDANCE WITH SITE PLAN AND SHALL BE VERIFIED WITH THE OWNER'S
REPRESENTATIVE.
3.8 GATE POSTS SHALL BE CAPPED WITH STANDARD CAP.
3.9 ALL CORNER, GATE AND END PANELS SHALL HAVE MINIMUM 3/8" DIAMETER DIAGONAL
TRUSS RODS WITH TURNIBUCKLES. HORIZONTAL BRACE RODS, 1-1/2 " INSIDE DIMENSION
PIPE, SHALL BE INSTALLED BETWEEN POSTS.
3.18 A TOP RAIL (1-3/8" I..D.) GALVANIZED PIPE SHALL BE INSTALLED BETWEEN POSTS.
3.11 ALL FOUR CORNERS POSTS AND BOTH GATE POSTS SHALL BE CONNECTED TO THE
SITE GROUNDING SYSTEM (REFER TO GROUNDING SYSTEM STANDARD)..
4. FASRIC
4.1 FENCE FABRIC SHALL BE EIGHT FOOT (8') HIGH, UNLESS OTHERWISE SPECIFIED, #9
GAUGE, GALVANIZED CHAIN LINK FABRIC WITH TWISTED TOP SELVAGE AND KNUCKLED
BOTTOM SELVAGE.
4.2 FABRIC SHALL BE TENSIONED PER MANUFACTURER'S RECOMMENDATIONS TO PRESENT
A NEAT APPEARANCE. A MAXIMUM THREE INCH {3"} GAP SHALL BE PERMITTED BETWEEN
FABRIC AND FINAL GRADE.
4.3 FABRIC SHALL BE SECURED AT CORNER AND GATE POSTS USING STRETCHER BARS AND
TENSION BAND CLIPS..
4.4 FABRIC SHALL BE SECURED TO THE TOP RAIL AND BRACE RODS USING TIE CLIPS.
3 RUINS OF 4 PT. BARBED MIRE
EMBED BARBED WIRE SUPPORTS WITH FLARED ENDS 6 INCHES
MINIMUM INTO POURED CELL, ELSE FASTEN TO TOP OF WALL
AT FILLED CELLS WITH A BARBED WIRE SUPPORT AND BASE
PLATE. SECURE TO TOP OF WALL WITH APPROVED EPDXY
ANCHOR ROLT SYSTEM
PROPOSED 8` CONCRETE BLOCK W
WA
FINISH
3 jB" DIA. STEEL TRUSS ROD
WITH TURNBUCKLE ISLE AT ALL
CORNERS. GATE & END PANELS
MAX 3" GAP BETWEEN FINAL
GRADE & FABRIC
5, GATE
5.1 LOCATION OF GATE SHALL CONFORM TO THE SITE PLAN. GATE SIZE SHALL BE A MINIMUM TEN FEET (101) ACROSS. NOTE: TYPICALLY
A 16 CANTILEVER GATE SPECIFIED.
5.2 ALL JOINTS BETWEEN TUBULAR GATE MEMBERS SHALL BE WELDED OR HEAVY FITTINGS PROVIDING RIGID AND WATERTIGHT
CONNECTIONS.
5.3 GATE HINGES SHALL PROVIDE FOR 180 DEGREE RADIUS GATE SWING. ALL HINGE NUTS SHALL BE ON THE INSIDE AND DOUBLE -NUS'
TO DETER UNAUTHORIZED ENTRY.
5.4 PLUNGER BAR -TYPE GATE LATCH SHALL BE INSTALLED ON DOUBLE GATES AND SHALL FUNCTION PROPERLY. PLUNGER BAR LENGTH
SHALL BE THE SAME HEIGHT AS THE GATE. A NON -CLOGGING GATE DETEN 7 7ON ADAPTABLE TO THE PLUNGER BAR SHALL BE INSTALLED
AND SHALL FUNCTION PROPERLY.
S•5 GATE STOPS SHALL BE INSTALLED AND SHALL HOLD GATE IN "OPEN" POSITION.
5.6 N/A
5.7 GATE SHALL BE INSTALLED PLUMB AND SHALL. OPEN AND CLOSE FREELY,
5.8 GATE POSTS SHALL NOT BE SHARED AS A CORNER POST.
f MANGATE
6.1 4' WIDE MANGATE TO BE INSTALLED AT OWNERS DISCRETION AND PER OWNERS INSTRUCTIONS AS TO LOCATION.
NOTE: IN MOST CASES, FINAL GRADE IS APPLIED PRIOR TO FENCE INSTALLATION. THEREFORE; ALL. SPOILS REMOVED TO INSTALL THE
FENCE POSTS AND FENCE ACCESSORIES SHALL BE PLACED CAN PLASTIC OR OTHER MEANS TO PREVENT DEBRIS FROM BLEMISHING SITE
AESTHETICS.. REMOVAL OF MATERIAL SHALL BE THE RESPONSIBILITY OF THE FENCE CONTRACTOR INCLUDING ANY EXCESS FENCE
MATERIAL.
24
3"
F.C.C. REGISTRATION
NUMBER:
CONTACT: FDG FLAGLER STATION II, LLC
4601 TOUCHTON RD.
BLDG. 300, SUITE 3200
JACKSONVILLE., FLORIDA 32246
PHONE: (904) 450-4833
No. 41,
•• S-T
I" BORDER - 3" RADII
COLOR: �
BACKGROUND - WHITE
LEGEND AND BORDER - BLACK
ALL LETTERS 1 1/2" SERIES C
PER FDOT INDEX NUMBER 17355
1" SPACING BETWEEN LINES OF TEXT
ao°
TELECOMMUN/CATlONS SIG
DETAIL N.rs.
Professional Engineering Certificate of Authorization No,: EB 7793
FLAGLER':
4601 Tauchton Rd.
Bldg. 300, Sufie- 3200,
hack rnvll le, FL 32246
T: 904.45.0.4833 i C: 904.449.3565
ED CD I
MAN GRiJ
Inc.
CML ENGINEERS AND LAND SURVEYORS
P.O. Box 1100
BOOGIE, NC 2M7
PHONE; 82$-297-3333
KALE 1 FICMON
0�F
BAR 1S ONE INCH ON
ORIGINAL DRAWING.
IF NOT ONE INCH ON THIS
SHEET, AWUST ALES
ACCOMNGLY.
SCALE: N.T.S.
THIS DRAWING MAY NOT BE COPIED
OR REPRODUCED WITHOUT THE
WRESS WRITTEN CONSENT OF
DYNAN GROUP, INC
REVISIONS
wo.
D5mpmN
DATE
BY. APPROVALS [SATE:
PROD. MANAGER:
PROPERTY CYWN -:
DESIGNED:
JAE
DRAWN.:
JAE
CHECKED:
GAM
DATE:
7-11-13
JOB NUMBER:
220-002-W
D FILE: PARR-1FRA.EDGEWATERCD'S.DW
• /R
• L�J/
y }
F:• � r GERALD A. MULDO WHEY
R{3MA MOFHMOUAL ENGINEOZ
��+►� t MON Flo.: 43365
JOB INFORMATION
SnE LD: PIFEC40I29.9
EDG'EWATER LAND KG
WIRELESS
TELECOMMUNICATIONS
CO-LOCAnoN FACILITY
EDGEWATK FLORIDA
SHEET
GATE DETAILS
SKEET NUMBER
■
UM& -U 6
MICAL NOTES.
1. SCOPE: PI DE LABOR, MAIM"s AND EQUIPMENT, ETC., REQUIRED M ODMPLEf'E THE INSTALLATION SHOWN ON THE DRAWINGS.
2. CODES AND STANnARft INSTALLATION SHALT. COMPLY WITH APPLICABLE LAWS AND 00NANCES, UTILITY COMPANY REGULATIONS, AND APPLICABLE
REQUIREMENTS OF LATEST EDfRONS OF:
A. NFC NATIONAL FK CODES
B. UL UNDERWRITERS LABORATORIES
C. NEG NATIONAL RWR-M CODE
D. NEMA - NATIONAL ELECTRIC MANUFACTURERS ASSOCIATION
E. OSHA - OCCUPATIONAL SAFETY AND HEALTH ACT
F. SW - STANDARD BUILDING CODE
3. PERMITS: OE N MD PAY FOR REQUIRED PERMITS; LICENSES, FEES, tNSPIll,0NSs ETC.
4. COORDINAMON: COORDINATE W-W WITH OTHER TRADE'S.
5. SUBMUALS: SUBMIT 9MUM FOR APPROVAL ON SWCE DISCONNECTING MEk6 AND OTHER MAJOR SYSTEM COMPONDOO
6. EXISTING SERVICES: DO NOT INTERRUPT EXISTING SENCES WITHOUT ffiffTB4 PERMISSION OF THE OWNER.
7, EQUIPMDff: CONNECT ELECTRICALLY OPERATED EQUIPMENT.
S. RECORD DRWNGS: MAINTAIN A RE OW OF ALL WNGES & SUB51IRMONS BETWEEN WORK AS SPECIFIED AND INSTALLED. RECORD CHANGES
ON A CLEAN SET OF CONTRACT DOCUMENTS WHICH SHALL BE TURNED WM 70 THE CONSTRUCTION MANAGER UPON COMPLETION OF THE
PROJECT.
9. IDE0 FICATION: IDDMFY SSWCf- DISCONNECTING MEANS WMi FU-WNE -9 NAMSKAM
1(). GUqMTEE/WaWff-. GUMNiU INSTALIATION M BE FREE OF DEFECTS, SHORT$, GROUNDS, ETC, FOR A PMOD OF ONE YEAR, FUFNSH
WAMAW So THE DEFECTNE MATERIAL AMMO/OR WO"MSHIP WILL BE REPAIRED IMMEDIATELY UPON RMFICATION AT NO COST TO THE OWNER
FOR PERIOD OF WARR. W-- Y.
11. W-lMNG AND PATCHING: PRCMDE CUTTING REQUIRED TO DO THE WORK 00 NOT WT MAJOR SMUCRRAL ELEMENTS WTMOUT APPROVAL
PATCHING SHALL BE OF QUALITY EQUAL M AND OF MATCHING APPEARANCE WffH DaSTING CONSTRUCTION,
12. DITcliNG AND MCKFLU PROVIDE FOR ALL UNDERGROUM INSTALLED CONDUIT MD/OR COM.
13. RACEWAYS: UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC CONDW (MELT NEMA TC2 - 190). EXPOSED CONDUIT 54ALL BE RGID
GALVANIZED STEEL CONDLHT, BEFORE RISfNG ABOVE GRADE IN AREAS SUBJECT M DAMAGE. PLUG AND CAP EACH END OF SPARE AND EMPTY
CONDUITS MD PROVIDE TWO SEPARATE PULL STRINGS - 200 LB. TEST POLYMMBf CORD, ALL CONDUIT BENDS 94ALL BE A MINIMUM OF 24!
ROUS. RGS CONDUITS, WHEN SPEC*IE)o Si TALL MEET' UL-6 FOR G&VMrM 9EEL ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADER
IUD CONDUIT.
14. SUPPORTS: AS REQUIRED BY THE NEC.
15. CONDUCTORS: USE 98% CONDUCV-M COPPER WITH TYPE XHHW-2 INSULAITONt 600 VOLT, COLOR CODED. USE SOLID CONDUCTORS FOR WIRE
-RANDED CONDUCTORS FOR WEE ABOVE NO. 8 AWC.
UP TO ANDS INCLUDING NO. 8 AWG41 USE ST
46. CONNECTORS FOR POWER C014DUCTOM: USE PRESSURE TYPE INSMATED TWIST-M CONNECTORS FOR 110 Ai G AND SM&LEFL USE
soLDStM MECHANICAL TMYKC LUGS FOR 18 NG AND LARGER.
17, SMCE' 240/12OV, SINGLE MASE, 3 VdRE CONNECTION AvAILAM FROM UTIUTY COMPANY. COORDINATE AND PAY ALL FEES.
18. TOPHONE SERViCF.- PROVIDE EMPTY CONDUITS WITH PULL WIRES AS INDICAT-M ON DRAWINGS.
19. VITIM FRAME METER CDM: (AS REQUIRED) PRCNIDED By OWNM INSTALLED BY CONTRACTOR. THE ELECTRICAL DEIGN ON THESE OWNGS IS
WED ON A METER COM CONS RGURED AS FOLLOW&
A. A NEMA 3R ENCLOSURE, 190UWM ON THE FROW SIDE OF AN EQLAIRMENT FRWE INCORPORATING 120/24O11, 200A METER SOCKErS AND
CARCUIT BRENU HOUSINGS. EACH MM/CiRCUff BREAKER COMBINATION SHALL PROMDE SERVICE TO ONE (1) CARRIER (OR TOWER
LIGHTING AS REQUIRED). MMIRS ARE M BE PRNMED By LOC& POWER COMPANY-
8, TOWERS REQUIRING FM UGK.flNG SHALL BE ALLOCATED ONE METER SOM AND CIRCUIT BREAKER HOUSING IN THE MLI- WK. CIRCUIT'
BREAKER To BE SIZED AS RE{ RE FOR TOWER LNG EQUIPMENT. MET IS TO BE PROM BY LOCAL POWER COMPANY.
THE CONTRACTOR SHALL VISIT THE SITE BEFORE
BIDDING ON TKE WORK CONTAINiED WITHIN
THIS DESIGN PACKAGE. DISCREPANCIES AN---D
OMISSI,ONS SHALL BE BROUGHT TO THE
E-NGINIEER'S ATTENTION, PRIOR TO BIDDING.
CALF. BEFORE YOU DIG
Sunshine State One Call
811 or 1-800-432-4770
can bdm m:
RiAmw6:0U, Iflilliml ["
1. Sn GROUNEONG SHALL COMPLY WITH GROUNDING STANDARDS, LATEST MMN, AND COMPLY W111H GROUNDW, CHECKLIST, LATEST V M,10N. WHEN NATIONAL AND LOCAL
GROUNDING CM ARE MORE STRINGENT M SHALL GOVMN*
2. GROUND RODS:
A. 5/80 x I OF LONG MPKR CLAD SM
B. STANDAIM SPACING: 10'
C TOP SHALL BE A MINIMUM OF 2'-Sm BLOW BASE OF GRAVEL
3. GROUND CONDUCTOft.'
A. #2 BARE TINNED S(XJD COPPER UNLESS IN -DILATED OTHMMSE
S. WHEN DIRECT10N OF CONDUCTOR CHANGES, IT SHALL BE DONE GWUALLY
C. AIL QKANDIK CONDUCTORS SiALL RUN THROUGH PVC %EM WHSiPfiR CONDUCTORS RUN THROUGH CONCRETE SLABS.
D. GROUND RINGS SK- i BE BURIED A MINIMUM OF 2'-6" BELOW WE OF GRAVEL. GROUND RAGS SHALL BE LOCATED A MINIMUM OF 20-0" FROM OUTSIDE EDGE OF
CABINETS, TOM FOUNDATION, AND OTHER SITE OBJECTS.
4. GROUND CONNECnONS-0
A. AIL SECTIONS SHALL HE EXOTHERMIC (CADWELD OR EOMALENT) UNLESS INDICATED OTHB.?WSE
B. ALL MATERIALS USED SfWl BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS,
C. CONNECRONS AT GROUND M AND SUMCE DISCONNECTING MEANS SRCL CONSIST OF LUGS CADWELDED TO GROUND CONDUCTORS UNLESS INDICATED {T 101WISE,
LUGS SHALL BE ATTACHED TO GROUND BAM USING STAINLESS STEEL OR HOT DIPPED GALVANIZED -STEEL BOLTS, NUTS, AND LOCKWAMSP
5. COA)ak TRANSMISSION LINE GMUNDING.
A. VOTICAL RUNS THhT ARE 20.0' OR LESS SHALL REQUIRE A GROUNDING KIT AT THE TOP AND BOTTOM OF TOWER.
B. VE140L RUNS IMT ARE GREATER llft 200' SMALL RODUIRE A GROUNDWG KIT SIN ADDMON TO THE ABOVE} FROM THE TOP EVERY 1500 TOWARDS THE GROUND
Ug!nL THE DISTANCE IS LESS THAN 150p FROM THE GROUND (NOS' FOR MONOPOLES).
C. ME ARRESTOR IS PROVIDED BY OTHMS AND INSTALLED BY CONTRa. OR. COWRACTOR SFLALL MAKE ALL CONNECTIONS REQUIRED FOR INSTALLATION.
D. ALL GROUNDING KITS SHALL BE PROVIDED BY OSIERS AND INSTALLED By CONTRACTOR.
6. MISCEUANEOUS MS TO BE C"ECTED TO THE GROUNDING SYSTEM:
k ANY METAL FENCE POST WITHIN 6' OF THE GROUND RING.
& TRANSMISSION LIFE SCE HATCH,
C. MEFAL CARNET PARTS NOT GROUNDED BY THE INTERNAL GROUND RING.
D. METAL FUEL STORAGE TANKS.
E ANY SKAFCANT METAL OBJECT WffHIN 6' OF THE DMN& GROUNDING V901 OR ANY OUU GROUNDED OBJECT.
F. DffMR ICE SHIELDS.
G. GENERATOR AND SUPPORT SKID OR BASE AND SWITM.
7. INSTALLATION AND I EST NG:
A. CONT.K.KFOR SltU NOTIFY CONS11WOON MWGIR IMMEDIATELY IF THERE ARE ANY Dff OLT115 INSTAWNG GROUNDING SY� Mi. DUE TO RM CONDITIONS.
B. CONTW,.;7,JR SNI NOT COVER UP GROUND RNG AND CONNECTIONS UNTIL AN INWEC", HAS BEEN PERFOF44ED. CO INMATE INSPECTION WITH CONSfRUCTION
MAW- ER.
C. PROVIDE TESTING OF GROUNDING SYSTEM AS DIRECTED BY CONS7RUC110N MANGER.
TIME MAXIMUM ALLOWABLE RESISTANCE FEDING SHALL BE 5 OHhG TO GROUND. IF THE RESISTANCE OF THE ENMRE GROUNDING SYSTUA AS MEASURED AT THE MASTER
GROUND BAR EXCEM 5.0 0461 THE 81MWA COMACTOR AND OWNER'S REPFESENTATVE SK41 BE NOTIFIED SO THAT ADDITIONAL GROUND LOCATIONS CM BE
UTILIZED.
9.
ALL EXPOSED
GROUND LMS TO GROUND TdNG, R.ACED
IN CONaUf., SHALL BE DZW
IN 3/4" FLEXIBLE" CONDIAT, SEAL TYPE OR SiMILAK
10.
AIL. GROUND
WIRE CONNECTIONS TO EQUIPMENT GROUND
RING THAT ARE R-UN-MNG ABMI
QWIND SHALL BE RUN MOE SEALTIWT FLEX CMIT,
1. ALL CONNECIPONS AWVE GROUND EXCEPT CONNWnMS M GROUND BARS CYR ARRESTOR BRACKET SHALL BE WITH DOUBLE LUG CONNECTORS. CONNECTIONS TO GROUND
BARS & ARRESTORS SHALL BE CADWELJD.
12. COMPACT RACKFILL OF ALL TRENCHES FOR GROUNDING MNG. SITE SOIL OR #57 STONE MAY BE USED FOR BACKFILL MATOtALS, CMTRAMR SH&L OBTAIN APPROVAL
MP RAMM MATERIALS TO BE USED MW rnWM r-MnM LAGER.
loft
"ft
No. 4'
CDs
STAT
MEIE /ON
DISCONNECT SWITCH
-AC OPOSED R SWAY
UNDERGROUND RI AY
0--- CONDUIT TURNED TOWARD VIEWER
5/8*0 x 1-0'-O'm GRWND ROD
GROUND RM TEST WELL
13. CONTRACTOR 94&L PROVIDE S.S. FLAT & LOCK WASHERS AS REOUIRM FOR COMPLETE MTALLA11ON OF GROUND LEkDS AT GROUND BUS.
ABBREVIATIONS
AFG ABOVE R-NtSHED GRADE
A AMP(S)
NC AMFTRE INTERRUF91NG OPACITY
ATS AUTOMATIC TRANSFER SWITCH
AWG AMERICAN WIRE GAUGE
BCW BARE COPPER WIRE
C CONDLOT
DWG DRAINING
G GROUND
GEN GENE M-IDR
GNO GROUND
GPS GLOBAL POSITIONING SYSTEM
HZ HERTZ
KWH KILOWATT HOUR
MIN MINIMUM
NM- NOT M- SCALE
P POLE
PH PRASE
PCS PERSONAL COMMUNICATION SY9,W
PPG POWER/PROTMON CABINET
PVC POLYVINYL CHLORME
REP REPRESENTAIM
RGS RIGID GALVANIZED STEEL
RWY RACEWAY
SCH SCHEDULE
SPE SBUCE PROTECTION BiaOSURE
T5D TO BE DETERMINED
TYP TYPICAL
UG UNDERGROUND
v VOLT(s)
a
a, GROUNDING CONDUCTOR
0 DWHEINIC GRCXJND CONNECTION
8 LIECHAtEk GROUND CONNECTION
-77 GROUND w
Professional Engineering Certificate of Authorization No.: EB 7793
i PROPOSED 14 `
ONOPOL
E
CMU WALL
CMU 1J�11ALL FOOTER
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PfR }SED 4-•GANG MUM CE' Mil D TO PROPOSED H-CIE.
d ��otiuo� (z) a° avc �t�taurr (o� a� �ou��m er �a� core �m Fuus�i�c ��ct
SFR��E_ RO.tlTE TU iJfll:iTY 'I'�API�RMFR C006�311�lA7E WtiN POVI+EFI COMPMIY j4S REOiIIAE�I.
ROM' CONDUIT M EX STING UTUTY FOi-• STUD -UP, WEATHERPROOF AND LABEL BURS AT BASE OF
UTILI Y POLE. PRWDE O.UAZTE PUL CXES (OR APPROVED DUAL) WITH HEAV1� C WITH LOGO
"ELECTRICAL` FOR POWER CONDUIF(`S) AS REQUIRED. C��QINATE WITH UTl � whiPA . .
� lL ! 1.. 2� I --
1 • CDNTRAC"3't R SHALL ��ERIPY A AI_ __ FA�JLT G 1 - WITH POWER GD iPAl Y
AND ENSURE ALL ELECTRICAL EG Pi�EI4T G SUITABLE FOR AVAIL BLE FAULT
CU'RR04T•
2. CO � ; ' � TOR SK Ll. LOCATE ALL PROPOSED UNDERGROUND LITIES W F ilN
THE ITT* LUTEB AREAS POOR TO G MMOiC G EXCAVA N.
3. CGORDINATE Ems' LOCATION OF ALL CONDUF STUB UPS SIB CONSTTjUM
MAW00.
C 'wrnWMCTOR S3 .L 1 FY THE WIRING RE RED MS W� THE
' UL RER,
5. PROWDE PERMAN T LABELS AS SPECIFIED III NEC 230--2(8).
6. DIRECI+ BURIAL LADLES AND CONDUCTORS SHALL BE RiED A MINIMUM OF
24" W FfNIS1�ED E, CONCR�EW, OR SIMILAR C IN ACCOM— MCE
WITH NEC TABLE �0—S. THE CONTRACTOR SH�4LL 1fERIFY RIED CONDUIT
R E�1 IRE ENTS WITH THE COYENNIN G LOCAL. AUT Of M
7. WHEN CONS UCTION OPERAT#�IS REQUIRE CUTTING THROUGH THE OEOFABRIC
UNDEI�.A1'I�ENT, THE COWRACTOR S14ALL REPAY/RpL„OE THE ARRIC IN
ACOC�I ANCE WITH THE MANUFACTURER91S DETAILS AND SPECIFICAIRONS.
CALL K r%f � YOU DIG
Sunshine State Gene ��l•l
811 or 1�-800-432-477D
:!.
is
:;.:
KPM wt�aft b VbW
Cal betar8lrott
TFTE CONTRACTOR SHALL 'VISIT THE SITE BEFORE
BIDDING O•N TH+E WORK CONTAINED WITHIN
THIS DESIGN PACKAGE. DISCREPANCIES AND
O ISSIONS SHALL B.E BtROUG.HT TO TFi.E
ENGINEER`S ATTENTION PRIOR TO BIDDING.
�1i�lE�O�'��
��vvv, ��, N Y /y o
• • • • • . /
O ••eGEN �F•.
: �.,
�;. �wrj • No. 43365
C-7 •
OF
a� sl
" I .
•
ram•
°j6 g.. ,
, .got p.�-
°��`�lii%V4�
EDE9- GNED:
JAE
DRAWN:
3AE
SHED:
D�,TE:
7.13.13
JOB NUMBER:
22a-M-00
3A D FILE: PARR-D RA.�ATERMS.DW
"fe
4 /
--
•
CERALD A. i�E1�D1aAttEY
FLORMA PROF OVAL MYGENEM
lIZ REGIST 110N No.: 45355
4 �4 �,,
JOB IWOR�MAT%QN
SITE I.D: PIFE�12'9..5�"
EDGIEIIWATER LANDING
WIRELESS
TELECOMMUNICATIONS
COITION FACT
EDGEW- ATER, FLORIQA
I SHEET TTrU I
MECT CALL
PLAN
I sETMBEa I
Professional Engineering irate of Authorization N�o.: EB 7793
E2.00
NOTES:
i+ FOR STANDARD GENERAL ELECTRICAL SPECIFICATIONS SEE SHEET
E 1..00.
2. FOR SITE SPECIFIC UTILITY CONDUIT LAYOUT SEE SHEET E2. 0.
3. ALL CONDUIT RACEWAYS SHALL BE INSTALLED PER UTILITY TRENCH
DETAIL SHOWN ON SWEET E6.00 ELECTRICAL DETAILS..
4. CONTRACTOR SHALL ENSURE ALL ELECTRICAL EQUIPMENT IS
SUITABLE FOR AVAILABLE FAULT CURRENT.
5• CONTRACTOR SHALL ROUTE POWER CONDUIT(S) AS SHOWN ON
SHEET E2.00. COORDINATE ELECTRICAL SERVICE WITH UTILITY
COMPANY.
6. ONE -LINE DIAGRAM IS SCHEMATIC ONLY, NOT INDICATIVE OF
ACTUAL EQUIPMENT LAYOUT.
(2) 41u CONDUI
W/P ULL,STRINGS FOR POWI
OR AS REQUIRED BY LCC
POWER COMPANY. SEE NOTE
PROVIDE 120/240V, i PHASE,
NEMA 3R, 4-GANG METER BANK
WITH 2O0A SOCKETS AND
PRE RED OREAKER HOUSINGS.
ONE LINE DIAG
9
3/4" CONDUIT FOR GROUND
DISCONNECT TO SERVICE
ING ELECTRODE IN
kNCE WITH N-EC M.
7' MIN. (FIELD VERIFY)
FINISHED GRADE
\ \\�.
�\ .fix
24" TEWO CONDUFrS
(FAY OTH
WATERTIGHT EtvoraPs ('ram.)
STANDARD UNTSTRUT END G4FS (TYP.}
3" DL4. SQi. 40 SUPPORT PIPE (iYP.)
GANG METER PANEL INSTALLED BY
OONTRACTOR. COORDINATE WITH
LMLITY COMPANY FOR MAN UFACTUREZ
AND MODEL. SEE ELECTRCCAL NOTES.
1-5/fit; P1000 UNLSTRUT ATTACHED
wf STANDARD PIPE CLAPS oyp.)
SLOPE CONCRETE
AWAY FROM POSE (TYP.)
> x �X//� x �X//
-ox,
x x,
CDNCRETE POST FOOTING'TYP.}
\%\/ (3000 PSI MIN.)
x
j \�fti/i
PROPOSED UTILITY CONDUITS, VERIFY
W/ ONE -LINE DIAGRAM (TYP.)
METER CENTER RACK & HmFRAME
DETAIL
NOTES0
:
1, CONTRACTOR SHALL FIELD LOCATE THE UTILITY FRAME AS SHOWN ON SITE PLAN..
2. THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL UTILITY COMPANY FOR THE CONDUIT
RUN TO THE MAIM SERVIE CONNECTION OR TRANSFORMER,
3. THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL UTILITY COMPANY FOR THE GROUND ROD
REQUIREMENTS. IF REQUIRED, THE CONTRACTOR SHALL ORDER AND PAY FOR NECESSARY GRO-UND
TESTS.
4. AD3USTMENTS TO THE METER PEDESTAL DESIGN MAY BE REQUIRED DEPENDING ON THE EXACT
METER PANEL INSTALLED. CONTRACTOR SHALL FIELD COORDINATE AD3USTMIENTS AND INFORM THE
ENGINEER IF ANY UNUSUAL CONDITIONS ARE FOUND TO EXIST.
5. BOND TELCO BOX TO GROUND PER PHONE COMPANY REQUIREMENTS.
5 REFER TO ELECTRICAL SHEETS FOR ADDITIONAL EQUIPMENT INFORMATION.
p a aV•
THE CONTRACTOR SHALL VISIT THE SITE BEFORE
BIDDING ON THE WORK CONTAINED WITHIN
THIS DESIGN PACKAGE. DISCREPANCIES AND
OMISSIONS SHALL BE BROUGHT TO THE
ENGINEER'S ATTENTION PRIOR TO BIDDING.
P-rofessional En gineering Cerbficate of Authorization NO.: ES 7793
t, Y
G •
No. 43365
S-r-Aj E OF
FLAGLER'
4:W 1 TouchRd.
Bldg. 3 r Suite 3200r
Jacksonville, FL 32246
T: 904.450.4-833 j C: 904.449.35.65
1� YIY'r. W.i A
S�:a; YYC9
ar Gil
El ylwc. P
CML ENGINEERS AND LAND SURVEYORS
P.O. BOX 1100
300NE, NC 28607
PHONE: 828-297-3333
SCALE
0��
BAR IS ONE INCH ON
ORIGINAL DRAWING.
IF NOT ONE INCH ON T'
SHEET, ADJUST SCALES
ACCORDMGLY.
NOT TO SCALE
THS DRAIWINC MAY NOT BE 00PIED
OR RE -PRODUCED WITHOUT THE
DURESS WRITTEN CONSENT OF
DYNAN CROUP, INC.
NO,
DEC UPUON
DATE
1
REV. FER CnY COMMENTS-
9-12-13
A"ROMS
PRO3. MA. ER:
PROPERTY OWNER.'
r GNED:
JAE
DRAWN:
JAE
CHECKED:
OAm
DATE:
7-11-13
JOB NUMBER:
22"02-DO
PILE: PAitA.1FRA.EDOEWAT5ZC D'S.DW
GERALD A. MULDOWNEY
FLORIDA 9ROFESSIO14AL MONEER
R€G STRA►110N No.: 43365
JOB INFORMATION
SITE LD: PIFEC00129.9
EDGEWATER LANDING
WIRELESS
TELECOMMUNICAnO S
CO -LOT nON EACIL
EDGEWATEf� FLORIDA
SHEET TITLE
OFF-LINE
DI AGRA.M &
Hef AME DETAIL
SHEET NUMBER
INSULATOR (As RIFED)
%41 . 1
FLAGLER
E" a
GRAVEL
oLNnNG eRACK(FORCRU.ED�r T��ER FINISHED �� TEST L ca�ER
01 Touchtor� Fed.
MOUNTING) OR� � Bldg. 3� Sure 320%
AD�� (FOR SLEDNCB Jacksanvflle-, FL 32-246
B" DW x 42* PVC
- - -- -- - - ----(TYP.)(M.)12 AWG
T: 9M.450.4833 I C: 9v4. 93565
TEST waPIP
7/1 V DlHOE P.) -
12 AWG BARE MNED o
_ �, +�e :% • `� "�,`F ' SOLID COPPER 1f RE CABLE O CMLE QWNELD S
Tm LOOP
JI
to
J;Z�' y p, C)
ED Cl; I
046 r 0 C) s...._.::• .. C� GROUND RING
- Q ,
CAW Testa •LOOP
m "' "; L.. -:..." r ''` : t= �•""""'�' CML ENGINEERS AND LAND SURVEYORS
* "'�-►,�f , , f r'`,;,•TO MND RING P.O. Box 110.4
BOQNE< NC 28M7
PHONE: 828-297-3333
4 QMW RNG 12 AWG SM #2 AWG 8CW (M.)
COPPER BAR
-WRT' -6LL pQaj SCA—LE vEcURcAn-2N
(1 /4w x 4 x 121 CONNECTED IQ R�N2NOTE.0 irs
#2 AWG NO D W IS ONE � ON
Mk HOLE DRUM In VERTICAL POSTS SHALL BE BONDED TO THE CROONO RING AT EACH CORI�.ER AND AT ORIGINAL DRAWING.
EACH GATE POST, AS � �xN���� O�� VERTICAL POST : - E C4�1id � ; .D C NNE ON - W RE GROUND RK FOR MWND riNG CAL SHALL BE BONDED TO THE GROUND
RING IN EVERY 100 FOOT STRAIGHT RUN OF FENCE, IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES
ACCORDINGLY.
M Vi OF LOOSE �. HORIZONTAL POLES SHALL BE BONDED TO EACH OTHER, (1) ONE CORN rOR FOR POWER AND NOT TO SCALE
(2) TWO CONNECTIOS FOR OTHER GROUND BM 5/8" Di» OWND ROD GRAVEL
3, BOND EACH HORIZONTAL POLE/ BRACE TO EACH OTHER AND TO EACH VERTICAL. POST
���� �} GROUND � � � ��� THE EkWING MAY NM BE OoMED
ORGUND 3M AS REQUIRED THAT IS BIONDED TO THE EXTERIOR GROUND RING, OR REPRODUCED WrrHOUT THE
M(PRESS WRM'EN CONSENT OF
DYNAN GROUP, INC.
TYPICA,L GROUND BAR TEST WELL DETAIL FENCE -UNDI NIG - 3 MMSIONS
2 flON DATE
% . T. S. Nr 7, t REV. PER OFTYcon
N. T,5. es -1 -�s
��� (PROMDED w•CR -CRUSHED GRAVE. MURAL C
MONOPOLE
- N�Hm G GROUND QTTYP.) ffy, AwA� DAM
RRUJ. AGER:
TO ANTMNA
CON&L CO TOWER TOE' GROUND BAR
GROUND KIT SAT TOE €OPO
• � LCARE KRT IL AT DESIGNED:
SAE
U.
CHECK We
GAM
EX
M
^r ''•., 3-.., „ MD ROD(TYP. CAMD.} DATE: 7•-11•-13
TM M' TOM GRWND
CMXAL `` � .` �•.` f "'�` '�'fir•-- .��. _
LE POW
.9• � � } a 1 09 A' 1 r mB-
02-00
}.' -.� f.,� {�h M AT SCE BRAE {AT B� t .�, 4.
Alt
• .. .� •,
•� + ,, wowpom)��' E N . FILE
PA A..IFPA E3NQI RGD' .D'l {
:pCAME
0. 43365
�e 1r�e
�`'� ° • ��' c �� TO SCE BGEhIAE.D A. MUWNIY
BRIDGE D MONOPOLEG, , • • ,�
jo, �'� �� FWIUDA Po oNaL ENONER���p� �p ND RIND (MCAL �� O N N
_*Vii�WND RING N 6 f. s 0 ,� I 1TlCiN tilo.: 4 3G5
FOR 4)
�e�iiie�'
305 INFORMATION
• `MONMLE EDUNDAnON THE CONTRACTOR SMALL VISIT THE SITE BEFORE
12 A'4 a x.D: Px EC+ 19
COPPER {ARE GROUND ��f � � � , � - �ID�a��G ON THE WORK CONTAINED WI'TH�N _ � -.
B ND IM THIS DESIGN PACKAGE. DISCREPANCIES AND EDGEWATER LANDIM
WIRELESS
OMISSIONS SHALL BE BROUGHT TO THE TELECOMMUNICATIONS
ENGINIEER S ATTENTION PRIOR TO BIDDING, CO-L0CATION FACIL
NOTE (IH15. DE-FAL ONLY) EDGEATEk FLORIDA
5/8" Dlk GROUND Rai .} SHEET TITLE
vi NUMBER OF GROUND FRS MAY VARY DEPENDING ON THE ANTENNA RAD CENTER
LODARON AND CONNECTION ORIENTATION. PfOWDE AS REQUIRM. ELECTRICAL
DETAILS
SHEET NUMBER
GROUND RING DETAIL L ER GROUNDING D ETAI LWAPI
f 1.I.i T V. Nr T.-S.
Professional Engineering Certificate of Authorization No.: EB 7793
\� FLAGLER
PROVIDE LMLITYWE `WA ARNINE TAPE
e BELOW GS-09
TOP OF W- MEL^` ` , c
SPACING
T
NAM& GRQE
yy
: ,. "' r COMPAM L LL
ONDU
C.3 C rr
SAND RLLGR
07 ft- APPRM
EQUIVALENT
N"
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MCP OF CONDUIT Irv,
to
dj.
TR
Er
is-46
',"w"H DETAIL FOR BURIED CONDUIT
N, r. S,
PWDE LMLff W~ TAPE
Ir BLOW GRADE AT 3!-(f
SPACING
"1% ete ^0111m
m_vm Gffim-
SW FIU. OR APMVW
EQUIVALM
PEER CONDUIT
,mm ne mu Orr
4 BURIED CONDUITS
0 1 1 , 2 . I a 1 4 0
"I IM& �11
70P OF CONDUIT
TRENCH DETAIL FOR
2 BURIED CONDUITS
PRMU UnMY AIM TA -PE
6* BELOW WOE AT S-C`
SPACING
TELCO CONDUff
CONDUIT DOW-
rF
7
RIGID S-TEEL CONDUIT
ROD S M- 70 PVC
ADAPT'R
PVC CONDUIT (SIZE AS SHOWN ON
DRAWINGS)
CONDUIT STUB -UP
N.T.S.
THE CONTRACTOR SHALL VISIT THE SITE BEFDRE
BIDDING ON THE WORI-C, CONTAINED WITHIN
THIS DESIGN PACKAGE. DISCREPANCIES AND
OMISSIONS SHALL BE BROUGHT TO THE
ENGINEERS ATTENTION PRIOR TO BIDDING,
N. T. S.
2
4,601 Touchton Rd.
Bldg. 300, Sufte- 3200,
Jacksonville., FL 3224.6
T: 9.04.450.4833 1 Co. 904.449.3565
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CIVIL ENGINEERS AND LAND SURVEYC
P.O. WX 110.0
K)ONE, NC 28607
PHONE: 828-297-3333
SCALE VEMMA7RION
W LS ONE INCH ON
ORIGINAL DRAWING.
IF NOT ONE INCH ON THLS
SHEET, ADJUST SCAIJ5
ACCORDINGLY.
NOT TO SCALE
THS DRAWING MAY NOT BE COPED
OR REPRODUCED WITHOUT THE
SWRESS WRITTEN CORSENT Of
DYNAN GROUP, INC.
REVISIONS
No. D DATE
I Inev. MR Carr COMMEMM, 9-12-13,
SY: APPROVALS DATE:
PRO]. MANAGER:
PROPERTY OWNER.
--
DESIGNED:
JAE
DRAWN:
JAE
CHECKED:
GAM
DATE:
7-11-13
JOB NUMBER:
220-002-00
CAD FILE; PARk1RJLEDG!EWATERCEyS-DW(
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Qz:
GERALD A. MULDOWNEY
FLORIDA MFEMOML ENGINM
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P&MSTM-noN N&-. 43365
308 INFORMATION
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SITE I.D: PIFEC00129-s9
EDGEWATER LANDING
WIRELESS
TELECOMMUNI-CA11ONS
CO -LOCATION FACILITY
EDGEWATER, FLORIDA
SHEET TME
ELECTRICAL
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I SHEET NUMBER .1
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Professional Engheer ng Certificate of Authorization No.: EB 7793