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LATITU E/LONGITUDE:
30*3251 71 /-810402268
CROSS STREET:
ADRSTURDIVANTYL V
IF YOU DIG IN ANY STATE PROJECT NO: 9FLB003569
C'jITY' STATE ZIP.
DIAL 811 FOR THE LOCAL
"ONE CALL CENTER" -
DRAWN BY: RC
IT'S THE LAW A
1 1 IBEACHFL32233CHECKED BY: SJB OfL T
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THE UTILITIES SHOWN HEREIN ARE FOR THE CONTRACTORS i
CONVENIENCE ONLY.THERE MAY BE OTHER UTILITIES NOT SHOWN f
ON THESE PLANS.THE ENGINEER/SURVEYOR ASSUMES NO
RESPONSIBILITY FOR THE LO-CATIONS SHOWN AND IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL THE UTILITIES
B 12-15-16 POLE HEIGHT REVISION
WITHIN THE LIMITS OF THE WORK.ALL DAMAGE MADE TO THE(E)
UTILITIES BY THE CONTRACTOR SHALL BE THE SOLE A 08-24-161 FOR CLIENT REVIEW
RESPONSIBILITY OF THE CONTRACTOR.
GENERAL NOTES LOCATION MAPS PROJECT DESCRIPTION KMB DESIGN GROUP, LLC
THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A VICINITY MAP REGIONAL MAP END USER PROPOSES TO INSTALL EQUIPMENT ON A NEW Stephen A. Bray
WOOD POLE WITHIN AN EXISTING RIGHT-OF-WAY. PROFESSIONAL ENGINEER
TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE
MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT = THE SCOPE WILL CONSIST OF THE FOLLOWING: 1N" ��
DISTURBANCE OF EFFECT ON DRAINAGE; NO SANITARY SEWER = . �Q R %
SERVICE, POTABLE WATER OR TRASH DISPOSAL IS REQUIRED AND - INSTALL A NEW WOOD UTILITY POLE WITH PROPOSED ,.'�� �CENS
Atlantic Beach SII � BACKHAUL TRANSPORT EQUIPMENT
NO COMMERCIAL SIGNAGE IS (N). �
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SITE INFORMATION
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CODES STATE OF
SITE ID: 9FLB003569
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CASCADE ID: JA90XS919A 2015 INTERNATIONAL BUILDING CODE S' ��C?•
2014 NATIONAL ELECTRICAL CODE ''x,1'9/ONA�`«< ```
LATITUDE: 30.325167 /
TIA EIA-222-G-2 OR LATEST EDITION
LOCAL BUILDING/PLANNING CODE FL LICENSE:Ao89O /5/1B
N OF THE LAW FOR ANY
LONGITUDE: -81.402268
PERSON,UNLESS THEY ARE ACTING UNDER THE
DIRECTION OF A LICENSED PROFESSIONAL
ENGINEER,TO ALTER THIS DOCUMENT
CROSS STREET: SYLVAN DR & STURDIVANT ST
DRAWING INDEX
CITY, STATE, ZIP: ATLANTIC BEACH, FL 32233 SITE
SHEET N0: SHEET TITLE 00
COUNTY: DUVAL COUNTY i SITE
T-1 TITLE SHEET
JURISDICTION: ATLANTIC BEACH CITY Diliiti 12 SP-1 EXHIBIT PHOTO & SITE PLAN
tlantic EastMcDonald EV-1 ELEVATIONS
PROPERTY OWNER: PUBLIC RIGHT-OF-WAY ® -` S L Foo(10
nimal Clinic PL-1 PLUMBING & RISER DIAGRAM
APPLICANT: MOBILITIE, LLC Beach Diner Atlantic EQ-1 EQUIPMENT DETAILS
3475 PIEDMONT ROAD NE, SUITE 1000
ATLANTA, GEORGIA 30305 Beach Diner Atlantic Hc'W ii l EQ-2 EQUIPMENT DETAILS ,� �
PHONE: (312) 638-5400 ' a�l� #e1 l � � Ma E-1 ELECTRICAL DETAILS
' Popey s G-1 GROUNDING DETAILS
1VC1 yj LouisianaKitchen S-1 FOUNDATION DETAILS
TC-1 VEHICLE TRAFFIC CONTROL PLAN
KMM DESIGN GROUP, LLC ENGINEER ( mashburger TC-2 PEDESTRIAN TRAFFIC CONTROL PLAN
1800 ROUTE 34, SUITE 209 GN-1 GENERAL NOTES
WALL, NJ 07719 Karate America GN-2 GENERAL NOTES JA90XS919A
FOR QUESTIONS EMAIL: DESIGNTEAMQKMBDG.COM dine Beach ATLANTIC BEACH,FL 32233
TEL: (732) 280-5623 FAX: (732) 280-3980 www.KMBDG.comGN-3 GENERAL NOTES
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PROPOSED 40'-0"WOOD POLE
DO NOT SCALE DRAWINGS The Jacksonville Bark N N
NeptuneBeach Branch SHEET TITLE
CONTRACTORS SHALL VERIFY ALL PLANS, (E) DIMENSIONS & FIELD TITLE SHEET
CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE
ARCHITECT/ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORESHEET NUMBER
PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME.
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DRAWN BY: RC
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EXISTING LIGHT POLE (#500) TO BE -H
UTILIZED FOR AC POINT CONNECTION 1 I EXISTING TRAFFIC SIGN (TYP) B 12-15-16 POLE HEIGHT REVISION
1 Ln A 08-24-16 FOR CLIENT REVIEW
EXISTING MANHOLE (TYP)
PROPOSED (1) ELECTRIC OVERHEAD o KMB DESIGN GROUP, LLC
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NOTE: SHEET TITLE
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SURVEY. PROPERTY LINES RIGHT-6F-WAYS, POWER &
TELCO UTILITY POINT CONNECTIONS%ROUTES AND
4 AERIAL SITE LOCATION EASEMENTS SHOWN ON THESE PLANS ARE ESTIMATED. ALL ENLARGED SITE PLAN SHEET NUMBER
VERIFIED IN THE
2 FIELD. 3 SP-1
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IT IS A VIOLATION OF THE LAW FOR ANY
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�,. PROPOSED 40'-0"WOOD POLE
1. ALL HARDWARE SHALL BE STAINLESS STEEL.
�` SHEET TITLE
(N) POLE EMBEDMENT .°I 1': I 2. ALL CABLES SHALL BE SECURED TO POLE EVERY 36" OR LESS. I 1 I':
CONTRACTOR TO BACKFILL 3. LIGHTNING RODS SHALL BE INCLUDED AS REQUIRED. i:. POLE ELEVATIONS
PER REQUIREMENTS (SEE \ \
NOTE 2, FOUNDATIONS, 4. STRUCTURAL BACKFI !L TO BE COMPACTED IN 6" MAXIMUM LAYERS TO ,
�'` N POLE ELEVATIONS SHEET NUMBER
GN-3) �:` .. °`_ 95% OF CONTENT IN, ACCORDANCE WITH ASTM D698. ADDITIONALLY, '�� (N)
STRUCTURAL BACKFILL MUST HAVE A MINIMUM COMPACTED UNIT WEIGHTE v,� ` -
OF 100 POUNDS PER CUBIC FOOT (16kN/m3) \ SCALE:1"=5'
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NOTE:
(N) ANTENNA (N90DEL CABLING DIAGRAM IS FOR CLARITY OF
MAY VARY) CABLE ROUTE AND TERMINATION ONLY.
CONTRACTOR SHALL INSTALL CABLES
WITH MINIMAL VISUAL IMPACT ON m o bi l'i ti e
PROPOSED WOOD VnL ITY POLE. SEE
ELEVATION DRAWING FOR EQUIPMENT AND
ANTENNA LOCATIONS. BAND 41 (250OMHz) EQUIPMENT CHART
(2) (N) 1/2" DIA. COAX QTY. DESCRIPTION MANUFACTURER MODEL NUMBER CABLE LENGTH DIMENSIONS (HxWxD) WEIGHT
CABLES RUN INSIDE PVC 1 MOUNTED ANTENNA PLASMA ANTENNAS LONG SC800 35.4" X 3.9" DIAMETER 11 LBS j
RISER ATTACHED TO POLE 1 UE RELAY AIRSPAN iR460 12.99" X 7.87" DIAMETER 9.9 LBS
NOTE: 1 GPS ANTENNA TALLYSMAN TW3012 0.8" X 2.6" DIAMETER 0.3 LBS
REFER TO STRUCTURAL ANALYSIS REPORT (SEPARATE 1 RADIO (W/ FILTER AS REQUIRED) AIRSPAN AH4000 20" X 9" X 7" 42 LBS
DOCUMENT) FOR ADDITIONAL STRUCTURAL
(N) WEATHER HEAD INFORMATION. 1 AC DISTRIBUTION RAYCAP RSTAC-3111-P-120 13.13" X 11.38" X 4.38" 14 LBS
1 DISCONNECT TBD TYPE-3R 9.9" X 8.8" X 4.5" TBD
1 METER MILBANK U7021-RL-TG 15.5" X 8" X 4.33" TBD
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CABLES RUN INSIDE PVC I CABLING NOTES: BILL OF MATERIALS
RISER ATTACHED TO POLE A) WOOD, CONCRETE AND EXISTING METALLIC POLES 2 PROJECT NO: 9FLB003569
a I) FROM GRADE LINE TO 1 1'-0" ABOVE GRADE, ALL SCALE:NOT TO SCALE DRAWN BY: RC
CABLES/CONDUCTORS EXCEPT GROUNDING CONDUCTOR
(N) POWER CABLE TO BE a MUST RUN IN RIGID GALVANIZED STEEL CONDUIT (RGS) CHECKED BY: SJB
RUN INSIDE PVC RISER II) GROUNDING CONDUCTORS IN EXPOSED LOCATIONS
ATTACHED TO POLE MUST BE INSTALLED IN PVC.
III1I IN EARTH INSTALL PVC CONDUIT FOR BACKHAUL
°' B 12-15-16 POLE HEIGHT REVISION
AND ELECTRICAL SERVICE. TRANSITION TO RGS AT
GRADE LINE. A 08-24-16 FOR CLIENT REVIEW
IV) ABOVE 11'-0" ALL CABLES (POWER, ETHERNET, KMB DESIGN GROUP, LLC
(N) UE RELAY ANTENNA (L COAXIAL) MUST RUN IN PVC UTILITY POLE RISER.I P P(1) AT MAJOR EQUIPMENT, EXTEND UTILITY DUCT Stephen A. Bra
IMMEDIATELY ADJACENT TO THE EQUIPMENT. INSTALL (N) (1) 1" CONDUIT SCH 40 (N) METER AND DISCONNECT PROFESSIONAL ENGINEER
(N) GPS ANTENNA CABLES IN THE UTILITY POLE RISER CREATING PVC DUCT RISER FOR
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V) FOR UNDERGROUND HFC/PUBLIC BACKHAUL, ROUTE SERVICE AND COAX/FIBER; STATE OF I
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CABLE RUN INSIDE PVC
RISER ATTACHED TO POLE I 0 -- -- o IT IS A VIOLATION OF THE LAW FOR ANY
FLEXIBLE METALLIC CONDUIT (LFMC) MAY BE USED IN
PERSON,UNLESS THEY ARE ACTING UNDER THE
LENGTHS NOT TO EXCEED 36" TO EXTEND THE -I DIRECTION OF A LICENSED PROFESSIONAL
(N) AC DISTRIBUTION BOX a ELECTRICAL SERVICE CONDUIT TO THE AC ENGINEER,TO ALTER THIS DOCUMENT
DISTRIBUTION BOX. EXAMPLE: UTILITY-REQUIRED 2/ �3
(N) POWER CABLE TO BE DISCONNECT ON POLE W/ AC DISTRIBUTION BOX ON I
OPPOSITE SIDE OF POLE. (N) UE RELAY ANTENNA
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SUCH THAT HAND HOLES EXIST AT ALL EQUIPMENT STAND-OFF MOUNT I 30" X 30" I
(N) METER AND DISCONNECT LOCATIONS. CLIMB SPACE
(1) WITH CLIENT APPROVAL IN SELECT CASES TO I I
FACILITATE IMPROVED APPEARANCE, �6" COAXIAL
CABLES MAY BE "SUPERFLEX" IN LIEU OF LDF-4. (N) AC POWER DISTRIBUTION
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II) WHERE POSSIBLE, INSTALL POLE BASE SUCH THAT THE
ELECTRICAL FEED AND BACKHAUL (IF UNDERGROUND)
PROPOSED WOOD CIRCU T ENTER THE POLE THROUGH THE POLE BASE. IF A L
UTILITY POLE DISCONNECTING MEANS SEPARATE FROM THE AC
DISTRI3UTION BOX IS REQUIRED BY JURISDICTION OR
GRADE UTILITY, WITH APPROVAL IN SELECT CASES LIQUID-TIGHT
i FLEXIELE METALLIC CONDUIT (LFMC) MAY BE USED IN JA90XS919A
LENGTHS NOT TO EXCEED 36" TO EXTEND THE ELECTRICAL EDGE OF PAVEMENT ATLANTIC BEACH,FL 32233
. SERVICE CONDUIT TO THE AC DISTRIBUTION BOX.
PROPOSED 40'-0"WOOD POLE
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SHEET TITLE
PLUMBING&RISER DIAGRAM
PLUMBING DIAGRAM RISER DIAGRAM SHEET NUMBER
1 3 PL-1
SCALE:NOT TO SCALE SCALE:NOT TO SCALE
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MANUFACTURER:AIRSPAN
MANUFACTURER: MODEL:iR460 MANUFACTURER:RAYCAP
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PLASMA ANTENNAS (OR APPROVED EQUAL) MODEL:RSTAC-31 11-P-1 20
MODEL:SC-800 LONG HEIGHT:13 IN HEIGHT:13.1 IN
HEIGHT:35.4 IN DIAMETER:7 1NO WIDTH:11.4 IN
DIAMETER:4.7 W fd DEPTH:7 IN DEPTH:4.41N flaw M
WEIGHT:11 LBS WEIGHT:8.8 LBS PLAN WEIGHT:TBD
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CHECKED BY: SJB
a MANUFACTURER:AIRSPAN MANUFACTURER:TBA
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AIRSPAN RADIO AH4000 N.T.SE 2 iR460 UE RELAY STAND-OFF N.T.SE 5 iR460 UE RELAY FLUSH MOUNT NCTSE 8 NEMA TYPE-3R DISCONNECT NCTSE 11 ENGINEER,TO ALTER THIS DOCUMENT
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3 PILLARS OF 9" CHECKED BY: SJB
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B 12-15-16 POLE HEIGHT REVISION
A 08-24-16 FOR CLIENT REVIEW
KMB DESIGN GROUP, LLC
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(N) TOWER STANDOFF . In case of Emergency Contact FL LICENSE:68902 12/15/16
T IS A VIOLATION OF THE LAW FOR ANY
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(VALMONT STK SERIES OR Dint may exceed the FCC general E–mail. MNOC@mobilitie.com DIRECTION OF A LICENSED PROFESSIONAL
EQUIVALENT) p Y 9 - ENGINEER,TO ALTER THIS DOCUMENT
public exposure limit. Phone: (877)244-7889
Obey all posted signs and site guidelines for
working in radio frequency environments.
SITE ID:JA90XS919A Please Reference Site ID
Contact 877-244-7889 Site ID JA90XS919A
(N) 1/2" SNAP—IN e
(VALMONT 12SH-3 OR (N) STAINLESS STEEL BANDING (TYP.)
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ANTENNA SIGNAGE:
ON WOOD POLES — SIGN ON ALUMINUM WITH SS SCREW
TO THE POLE OWNER / OPERATOR NOTE:
ON METAL POLES — ADHESIVE VINYL OR PLACARD SITE ID LABEL TO BE AFFIXED AT OR NEAR THE
STRAPPED WITH SS TIES POINT OF POWER CONNECTION WITH TZeS241
ON CONCRETE / COMPOSITE — PLACARD STRAPPED WITH LABELING TAPE OR EQUIVALENT BLACK ON WHITE
NOTE: SS TIES LABELING TAPE OF AT LEAST 18mm WIDTH WITH JA90XS919A
SPACE SNAP—IN_ PER EXTRA—STRENGTH ADHESIVE. USE ANY COMPATIBLE ATLANTIC BEACH,FL 32233
SIGN PLACEMENT:
CABLE MANUFACTURER'S P—TOUCH LABEL MAKER. TEXT SHOULD BE
AFFIX TO THE STRUCTURE 3-4' BELOW THE COMMERCIAL
SPECIFICATIONS it PRINTED IN ALL CAPS WITH A MINIMUM HEIGHT PROPOSED 40'-0"WOOD POLE
RF ANTENNA(S) OF 1/2".
SIZE APPROX. 8" x 5"
SHEET TITLE
ANTENNA SIGNAGE EMERGENCY CONTACT SIGN EQUIPMENT DETAILS
CABLE MOUNTING DETAIL POLE MOUNTED SIGNS SHEET NUMBER
SCALE:NOT TO SCALE 2 SCALE:NOT TO SCALE 4 L EQ-2
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(N) m m MP DUAL POSITION
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GRD, 1#6 GRD, CU, THHN/THWN-2 PROJECT NO: 9FLB003569
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100A CIRCUIT BREAKER 22 KAIC,
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2"#C - RIGIID GALVANIZED STEEL A 08-24-16 FOR CLIENT REVIEW
CONDUIT SCHEDULE 80 - 2#6 GRD. F 0
1#6 GRD, CU, THHN/THWN-2 (N) KMB DESIGN GROUP, LLC
NEMA P Py�
2 POLE NON FUSED DISCONNECT TYPE 3R
SAFETY SWITCH DISCONNECT BREAKER SCHEDULE
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1#6 GRD, CU, THHN/THWN-2 NOTES: 0.68902 '
1. NOMINAL POWER IS CALCULATED AS 80% OF OEM DOCUMENTED MAXIMUM POWER.
UTILITY POLE MOUNTED ELECTRICAL SERVICE cm ) 2. CALCULATIONS FOR UE W/ NOKIA DO NOT NEED TO INCLUDE THE POWER FOR THE UE ANTENNA AS IT IS INCLUDED IN THE MAX POWER _ a a
METERING, 20 AMPERE, 120/240 VOLT, 1 FIGURE. CALCULATIONS FOR UE W/ AIRSPAN MUST INCLUDE UE AS IT IS NOT INCLUDED
PHASE, 3 WIRE, 4 JAW COMMERCIAL METER 3. KVA IS CALCULATED FROM THE CONSUMPTION VALUE ASSUMING A PF=1. MAXIMUM POWER WAS USED FOR KVA. WHERE MAXIMUM WAS J STATE OF C(�1
PULL-OUT COMBINATION SAFETY BOX AND NOTED BY THE OEM THE QUOTED FIGURE WAS USED. WHERE AVERAGE/NOMINAL POWER WAS NOTED BY THE OEM MAXIMUM POWER WAS �, /i FC ORIOP
TEST BY-PASS FACILITIES. COPPER B-LINE CALCULATED BY INCREASING AVERAGE/NOMINAL POWER BY A FACTOR OF 50% FS /
#U1114B, 22,000 A/C. (VERIFY WITH UTILITY)
4. COST PER KW PROVIDED BY BRAIN KOOYMAN ., O,N�A,)I_
5. #12 CONDUCTORS FOR 20 AMP BREAKERS
FL LICENSE:68902 12/15/16
IT IS A VIOLATION OF THE LAW FOR ANY
PERSON,UNLESS THEY ARE ACTING UNDER THE
DIRECTION OF A LICENSED PROFESSIONAL
ENGINEER,TO ALTER THIS DOCUMENT
(N) POWER SERVICE 2" SCH-80 RIGID
GALVANIZED STEEL, C-3# 2CU THHN/THWN-2
AIRSPAN SCENARIO 2 AH4000 HIGH POWER RADIO AND UE BACKHAUL � "
GRADE MAX NOMINAL AVERAGE CONS.
UNIT SUB DESCRIPTION POWER POWER POWER (W) (W) KVA KWH/YR $ YR $/MO
AH4000 B26 & B41 N/A N/A 340 340 0.51 2978.4 $326.43 $27.20
AIRSPAN UE RELAY IR460-SPB-STI-P-0 N/A N/A 20 20 0.03 175.2 $19.20 $1.60
(N) POWER SERVICE 2" PVC SCHEDULE Total 360 0.54 3153.6 $345.63 $28.80
80, C-3# 2 CU THHN/THWN-2 `
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JA90XS919A
ATLANTIC BEACH,FL 32233
PROPOSED 40'-0"WOOD POLE
SHEET TITLE
ELECTRICAL DETAILS
ONE-LINE DIAGRAM LOAD CALCULATIONS SHEET NUMBER
7 3 E-1
SCALE:NOT TO SCALE SCALE:NOT TO SCALE
LEGEND
(N) OMNI-DIRECTIONAL ■ CADWELD CONNECTION
NOTE: ANTENNA
o MECHANICAL CONNECTION
CONTRACTOR TO SURROUND COMPLETED
COMPRESSION CONNECTION
CONNECTION WITH HEAT—SHRINK TUBING TO
ENSURE WEATHER PROOF CONNECTION
(N) MECHANICAL
CONNECTION
NOTE:
GROUNDING RISER FOR DIAGRAMMATIC
PURPOSES ONLY. SEE ELEVATION DRAWING
#6 THHN/THWN GREEN FOR EQUIPMENT AND ANTENNA LOCATIONS.
STRANDED FROM EQUIPMENT TO //—(N) #6 THHN/THWN GREEN INSULATED
MAIN GROUND CONDUCTOR, TYP. STRANDED GROUND (TYP.)
THIN WALL C—TAP WITH
REMOTE
GREEN DYE INDEX I _
RADIO
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•®•_• UE RELAY PROJECT NO: 9FLB003569
ANTENNA
DRAWN BY: RC
6 SOLID TIN COATED MAIN
CHECKED BY: SJB
GROUND CONDUCTOR
8 12-15-16 POLE HEIGHT REVISION
iA 08-24-16 FOR CLIENT REVIEW
i KMB DESIGN GROUP, LLC
i AC DIST Stephen A. Bra
C-TAP DETAIL #6 SOLID TIN COATED MAIN i PANEL PROFESSIONAL ENGINEER
1 GROUND CONDUCTOR
SCALE:NOT TO SCALE NE N
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STATE OF
\0R1'DJIM
I FL LICENSE:6890202 12/15/16
TYPE HS TYPE 2-YA-2 TYPE XA iYPE YA_2 j.YPE GT _ _ METER
IT A VIOLATION OF THE LAW FOR ANY
PERSON, UNLESS THEY ARE ACTING UNDER THE
SOCKET DIRECTION OF A LICENSED PROFESSIONAL
ENGINEER,TO ALTER THIS DOCUMENT
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TYPE TA TYPE VN TYPE NC TYPE SS .TYPE GY NOTES:
I 1. ALL RGS TO BE GROUNDED AT BOTH
I ENDS USING GROUNDING BUSHINGS
2. GROUND WIRE BELOW 11' AGL TO
iBE RUN IN 1/2" SCHEDULE 40 PVC
TYPE W TYPE VS TYPE VB TYPE PT JIVE GR i
NOTE: GRADE
ERICO EXOTHERMIC "MOLD TYPES" SHOWN HERE ARE EXAMPLES. \a; DRIVE GROUND ROD A MINIMUM DEPTH
OF 30" OR 6" BEELL OW FROST-LINE
CONSULT WITH PROJECT MANAGER FOR SPECIFIC MOLDS TO BE
USED FOR THIS PROJECT.
JA90XS919A
\< ATLANTIC BEACH,FL 32233
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\a \ (N) 5/8" X 8'-0" COPPER PROPOSED 40'-0"WOOD POLE
CLAD STEEL GROUND ROD SHEET TITLE
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GROUNDING DETAILS
WELD CONNECTION DETAIL:312 GROUNDING RISER DIAGRAM 3 SHEET NUMBER
SCALE:NOT TO SCALE SCALE:NOT TO SCALE
I
GENERAL NOTES.
1. CONTRACTOR SHALL CONTACT THE ENGINEER TO VERIFY POLE
1)CONTRACTOR SHALL PROVIDE A DETAILED METHOD OF PROCEDURE(MOP)TO THE ENGINEER OF
RECORD FOR REVIEW PRIOR TO MOBILIZING TO THE SITE AND COMMENCING ANY CONSTRUCTION EMBEDDED DEPTH ON A SITE BASIS.
2. THE ABOVE TABLE IS A GUIDE AND ALL POLES ARE SUBJECT
ACTIVITIES. THE MOP SHALL ENSURE ALL APPROPRIATE CODES OF PRACTICE ARE FOLLOWED IN
TO ENGINEERING REVIEW AND ANALYSIS.
ACCORDANCE WITH OSHA FOR ALL ACTIVITIES. FACTORS THAT SHALL BE CONSIDERED INCLUDE BUT 3. EMBEDDED DEPTH VALUES DO NO INCLUDE THE DEPTH OF
ARE NOT LIMITED TO: BASE STONE AND ARE MINIMUM VALUES.
a.TRANSPORTATION OF ALL MATERIALS AND EQUIPMENT 4. CONTRACTOR TO PROVIDE THE ENGINEER PHOTOGRAPHS OF
TAPED FOUNDATION DEPTHS PRIOR AND POST STONE
b.PPE PLACEMENT.
c.MATERIALS AND EQUIPMENT STAGING
d.TRAFFIC CONTROL
e.CONTAINMENT OF DRILL SLURRY FLUIDS
I
f. TEMPORARY WORKS SUPPORT FOR DRILL EQUIPMENT AND POLE
2)CONTRACTOR SHALL ENSURE THAN AN 811 UTILITY MARK OUT HAS BEEN COMPLETED AND THAT ALL
BELOW AND ABOVE GROUND UTILITIES ARE DOCUMENTED.
3)THIS DRAWING SUPPLEMENTS THE GENERAL CONSTRUCTION DRAWINGS FOR THE PROJECT AND SHALL
BE READ IN CONJUNCTION WITH THE PE SIGNED AND SEALED CONSTRUCTION DRAWINGS BY KMB
DESIGN GROUP,LLC REVISED TO STATE"ISSUED FOR CONSTRUCTION"
4)CONTRACTOR SHALL COMPLY WITH ALL RELEVANT SECTIONS OF 2015 INTERNATIONAL BUILDING CODE
CHAPTER 18 AND THE USDOTFAA DRILLED SHAFT CONSTRUCTION PROCEDURES.
CONCRETE
1)DRILLED SHAFTS SHALL BE FILLED WITH CLASS B-2 CONCRETE. AN AIR ENTRAINMENT ADMIXTURE
SHALL BE USED.IN ADDITION A HIGH RANGE WATER-REDUCING ADMIXTURE MAY BE:USED TO INCREASE o PROPOSED STEEL OR
THE SLUMP TO A MAXIMUM OF 9 INCHES±1 INCH.IF USED,THE WATER-REDUCING ADMIXTURE SHALL BE I i WOOD POLE
ADDED ONLY AFTER THE CONCRETE HAS REACHED THE JOB SITE TO REDUCE THE POTENTIAL FOR -moo PROJECT NO: 9FLB003569
FLASH SETTING.THE CONCRETE MIX SHALL BE DENSE,HOMOGENEOUS,FLUID ANG RESISTANT TO %
SE=GREGATION,AND SHALL CONSOLIDATE UNDER SELF-WEIGHT.THE CONCRETE MIX SHALL HAVE A SET / DRAWN BY: RC
TIME THAT ENSURES THAT FLUIDITY IS MAINTAINED THROUGHOUT THE SHAFT CONCRETE PLACEMENT
CHECKED BY: SJB
AND REMOVAL OF TEMPORARY CASING,IF USED.A CONCRETE RETARDER IN ACCORDANCE WITH
AASHTO M 194,TYPE B,MAY BE INCORPORATED INTO THE MIX TO RETARD SET APPROXIMATELY TWO
HOURS.
2)IN SITUATIONS WITH EXCESSIVE GROUND WATER OR FOUNDATION FLOODING ALL C:'ONCRETE SHALL BE B 12-15-16 POLE HEIGHT REVISION
PLACED USING THE TREMIE METHOD. CONCRETE MIX DESIGN SHALL FOLLOW ACI'4:11.1 GUIDELINES. A 08-24-16 FOR CLIENT REVIEW
CONTRACTOR SHALL ENSURE THAT THE DRILLED SHAFT HAS SUFFICIENT WORKING ACCESS FOR
CONCRETE PLACEMENT COMMENCING AT THE BASE OF THE SHAFT AND SHALL BE PLACE IN A SLOW AND KMB DESIGN GROUP, LLC
STEADY RATE. CONCRETE SHALL NOT BE PERMITTED TO FALL INTO THE SHAFT. y
3)CONCRETE MIX ALONG WITH APPROVED ACCELERATORS SHALL BE DESIGNED TO PROVIDE AN INITIAL Stephen A. Bra
COMPRESSIVE STRENGTH OF 3,000 PSF WITHIN 6HRS AND A 28 DAY COMPRESSIVE STRENGTH OF 5,000
PSI. CONTRACTOR SHALL PROVIDE THE ENGINEER WITH A DETAILED CONCRETE M DESIGN FROM THE PROFESSIONAL ENGINEER
CONCRETE PLANT INCLUDING ALL PROPOSED ADDITIVES.A SUITABLE STRENGTH RAPID HARDENING
ADMIXTURE IS SIKA RAPID-1.THIS ADDITIVE MIGHT NOT BE SUITABLE FOR ALL CIRCJMSTANCES AND ANY NAo�eR'%
PRODUCT SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. �` oo E NSF
,—GROUND REINSTATED8 0.689 2
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PROPOSED EMBEDDED
JA90XS919A
FOUNDATION DEPTH
6" ATLANTIC BEACH,FL 32233
TYP FOUNDATION WIDTH "W" SHALL BE PROPOSED 40'-0"WOOD POLE
A MINIMUM OF ONE FOOT GREATER
THAN POLE BASE DIAMETER SHEET TITLE
POLE FOUNDATION DETAILS
UTILITY POLE FOUNDATION SHEET NUMBER
S-1
SCALE:NOT TO SCALE
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PLAN NOTES:
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1. PLANS DEPICTED ARE GENERAL GUIDELINES FOR TEMPORARY TRAFFIC CONTROL PLANS (TCP) TO INCLUDE
PEDESTRIAN AND WORKER SAFETY. CONTRACTOR IS REQUIRED TO HAVE PREPARED A SITE-SPECIFIC TCP FOR
REVIEW AND APPROVAL BY THE HIGHWAY AUTHORITY HAVING JURISDICTION'. IF REQUIRED, THE FIRM
PREPARING THE TCP SHALL BE AUTHORIZED OR CERTIFIED BY THE AUTHORITY HAVING JURISDICTION. mobi i ie
2. EXTEND CHANNELIZATION DEVICES INTO SHOULDER WHERE APPLICABLE.
3. DISTANCES AS INDICATED IN TABLE 1 SHOULD BE INCREASED FOR CONDITIONS THAT WOULD AFFECT
STOPPING. DISTANCE SUCH AS DOWNGRADES OR LIMITED SIGHT DISTANCES. DISTANCES CAN BE DECREASED
FOR LOW-SPEED (RESIDENTIAL) AREAS WITH APPROVAL BY THE AUTHORITY HAVING JURISDICTION. NIGHT-TIME
WORK IS PROHIBITED UNLESS IT IS REQUIRED AS A CONDITION OF APPR'DVAL BY THE HIGHWAY AND LOCAL
AUTHORITY HAVING JURISDICTION.
4. SHOULDER TAPERS SHOULD BE 1/3 OF THE ON-STREET TAPER LENGTH.
5. MAINTAIN A MINIMUM LANE WIDTH OF 10'.
PROJECT NO: 9FLB003569
DRAWN BY: RC
w= Z O Q CHECKED BY: SJB
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8 12-15-16 POLE HEIGHT REVISION
A 08-24-16 FOR CLIENT RENEW
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STATE OF 4;
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TABLE 1 +n,,,,,,,nn,,,,,a
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_ ZI D POSTED DISTANCE PERSON,UNLESS THEY ARE ACTING UNDER THE
T IS A VIOLATION OF THE LAW FOR ANY
BETWEEN TAPER BUFFER
D 0 F O Z 1, DIRECTION OFA LICENSED PROFESSIONAL
< CONSTRUCTION VEHICLE SPEED SIGNS
ENGINEER,TO ALTER THIS DOCUMENT
PARKING & WORK AREA (MPH) j
A B C L SEE NOTE
15 100' 100' 100' 45' 100'
20 100' 100' 100' 80' 115' 1
25 100' 100' 100' 125' 155'
30 200' 200' 200' 180' 200'
35 200' 200' 200' 245' 250'
40 350' 350' 350' 320' 305' I
45 1 350' 350' 350' 1 540' 360'
50 500' 500' 500' 600' 425'
55 500' 500' 500' 660' 495'
60 500' 500' 500' 720' 570'
65 500' 500' 500' 780' 645'
NOTES: `
A DISTANCES IN FEET UNLESS OTHERWISE NOTED.
B CONTRACTOR TO VERIFY E SPEED LIMIT.
C) DISTANCES SHOWN ARE NOT VALID FOR LIMITED ACCESS _
I
HIGHWAYS. CONSULT STATE DOT MANUAL FOR DISTANCES. JA90XS919A
D) ADJUST DISTANCES TO COMPLY WITH REQUIREMENT OF ATLANTIC BEACH,FL 32233
THE STATE OR LOCAL HIGHWAY AUTHORITY HAVING
JURISDICTION. SEE NOTE 1, SHEET 6.1. PROPOSED 40'-0"WOOD POLE
E) TAPER LENGTHS SHOWN BASED ON 12' LANE WIDTH.
SEE NOTE 18, SHEET 6.1.
SHEET TITLE I
TRAFFIC CONTROL PLAN - TRAFFIC CONTROL NOTES
LANE SHIFT 1 SHEET NUMBER
TC-1
SCALE:NOT TO SCALE
I
TRAFFIC CONTROL GENERAL NOTES
I
1. ALL TEMPORARY TRAFFIC CONTROL SIGNAGE, LAYOUTS
AND PROCEDURES SHALL COMPLY WITH LOCAL
JURISDICTIONAL REQUIREMENTS AND MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD), LATEST EDITION, WHICHEVER IS MORE STRINGENT. mobili ie
2. PRIOR TO ANY ROAD CONSTRUCTION, TRAFFIC CONTROL SIGNS AND
DEVICES SHALL BE IN PLACE.
3. TRAFFIC CONTROL DEVICES FOR LANE CLOSURES INCLUDING SIGNS, (OPTIONAL)
CONES, BARRICADES, ETC. SHALL BE PLACED AS SHOWN ON PLANS. m
SIGNS SHALL NOT BE PLACED WITHOUT ACTUAL LANE CLOSURES AND o= r o o �a
SHALL BE IMMEDIATELY REMOVED UPON REMOVAL OF THE CLOSURES. cn m� cnM
TRAFFIC OR X r >� 0 0
4. SELECTION, PLACEMENT, MAINTENANCE, AND PROTECTION OF TRAFFIC, PEDESTRIAN "' o �z a v
PEDESTRIANS, AND WORKERS SHALL BE IN ACCORDANCE WITH THE
MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) — PART VI SIGNAL (TYP.)
"TEMPORARY TRAFFIC CONTROL", AND LOCAL JURISDICTIONAL
REQUIREMENTS UNLESS OTHERWISE NOTED IN THE PLANS AND
SPECIFICATIONS, AND SHALL BE APPROVED BY THE APPROPRIATE
HIGHWAY AUTHORITY HAVING JURISDICTION.
5. ADVANCE WARNING SIGNS, DISTANCES, AND TAPER LENGTHS MAY BE w
EXTENDED TO ADJUST FOR REDUCED VISIBILITY DUE TO HORIZONTAL. L4
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AND VERTICAL CURVATURE OF THE ROADWAY AND FOR ACTUAL 0 o Q
TRAFFIC SPEEDS IF IN EXCESS OF POSTED SPEED LIMITS. o >n
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6. TAPERS SHALL BE LOCATED TO MAXIMIZE THE VISIBILITY OF THEIR m o PROJECT NO: 9FLB003569
TOTAL LENGTH. cn
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LL FOR CROSSWALK LINES DRAWN BY: RC
7. CONFLICTING OR NON—OPERATING SIGNAL INDICATIONS ON THE (CROSS—HATCHING CHECKED BY: SJB
(E) TRAFFIC SIGNAL SYSTEMS SHALL BE BAGGED OR COVERED. OPTIONAL)
8. ALL (E) ROAD SIGNS, PAVEMENT MARKINGS AND/OR PLOWABLE _ o
PAVEMENT REFLECTORS WHICH CONFLICT WITH THE (N) TRAFFIC in O F cui
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CONTROL PLAN SHALL BE COVERED, REMOVED, OR RELOCATED. ALL D�-� 0 B 1215
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9. CONTRACTOR SHALL CONTACT LOCAL AUTHORITY HAVING HIGHWAY KMB DESIGN GROUP, LLC
JURISDICTION AND PROVIDE ADDITIONAL "FLAGMEN" OR POLICE (N) POLE j, I
SUPERVISION, IF REQUIRED. LOCATION tephen A. Bra
10. ALL EXCAVATED AREAS WITHIN OR ADJACENT TO THE ROADWAY PROFESSIONAL ENGINEER,
SHALL BE BACKFILLED AND PLACED ON A MINIMUM 6H:1 V SLOPE SIDEWALK `,,,,�E, �� ,""',,,
N/�
PRIOR TO END OF EACH WORK DAY. OTHER EXCAVATED AREAS BARRICADE (TYP.) _ .`���Q ,%j''
WITHIN THE CLEAR ZONE ARE TO BE EITHER BACKFILLED OR o =,��'� ooENSF� '9
PRECAST CONCRETE CURB BARRIER CONSTRUCTION BARRIER SET
TEMPORARILY IN PLACE TO SHIELD VEHICULAR AND PEDESTRIAN - 0.689 2
TRAFFIC.
11. WHERE DICTATED BY LOCAL CONDITIONS, THE CONTRACTOR SHALL sIDE _ g
MAKE PROVISIONS FOR MAINTAINING PEDESTRIAN AND WORKER CLOSED Eo �° °41t'
CROSSING LOCATIONS IN ACCORDANCE WITH ALL APPLICABLE CODES STATE OF
AND OSHA REQUIREMENTS. SIDEWALK CLOSED c40R1o�
AHEAD
12. CONSTRUCTION ZONE SPEED LIMIT IF REDUCED FROM POSTED LIMITS 4� ,,5/CN�AU„
SHALL BE IN ACCORDANCE WITH MUTCD AND WILL BE DETERMINED CROSS HERE , ,
BY THE AUTHORITY HAVING JURISDICTION.
FL LICENSE:68902 12/15/16
IT IS A VIOLATION OF THE LAW FOR ANY
13. THERE SHALL BE NO WORKERS, EQUIPMENT, OR OTHER VEHICLES INEPERSON,UNLESS THEY ARE ACTING UNDER THE
DIRECTION OF A LICENSED PROFESSIONAL
THE BUFFER SPACE OR THE ROLL AHEAD SPACE. ENGINEER,TO ALTER THIS DOCUMENT
14. DRIVEWAYS AND/OR SIDE STREETS ENTERING THE ROADWAY AFTER
THE FIRST ADVANCE WARNING SIGN SHALL BE PROVIDED WITH AT
LEAST ONE W20-1 SIGN (ROAD WORK AHEAD) AS A MINIMUM.
15. CONES MAY BE SUBSTITUTED FOR DRUMS AND INSTALLED UPON THE
APPROVAL OF THE AUTHORITY HAVING JURISDICTION PROVIDED THEY
COMPLY WITH MUTCD.
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16. THE SPACING BETWEEN CONES, TUBULAR MARKERS, VERTICAL PANELS,
DRUMS, AND BARRICADES SHOULD NOT EXCEED A DISTANCE IN FEET EQUAL f
TO 1.0 TIMES THE SPEED LIMIT IN MPH WHEN USED FOR TAPER
CHANNELIZATION, AND A DISTANCE IN FEET EQUAL TO 2.0 TIMES THE SPEED `
LIMIT IN MPH WHEN USED FOR TANGENT CHANNELIZATION. >
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17. WHEN CHANNELIZATION DEVICES HAVE THE POTENTIAL OF LEADING VEHICULAR T UTILITY
TRAFFIC OUT OF THE INTENDED VEHICULAR TRAFFIC SPACE, THE CHANNELIZATION WORK
DEVICES SHOULD BE EXTENDED A DISTANCE IN FEET OF 2.0 TIMES THE SPEED AHEAD
LIMIT IN MPH BEYOND THE DOWNSTREAM END OF THE TRANSITION AREA.
18. TAPER LENGTHS ARE CALCULATED AS FOLLOWS: JA90XS919A
L= WS2/60 (40 MPH AND HIGHER) OR L2= WS (OVER 40 MPH), (OPTIONAL) ATLANTIC BEACH,FL"32233
WHERE W= OFFSET WIDTH (FT), S= TRAFFIC SPEED (MPH). PROPOSED 40'-0"WOOD POLE
SHEET TITLE
PEDESTRIAN TRAFFIC
CONTROLPLAN
TYPICAL PEDESTRIAN / WORKER SAFETY PLAN SHEET NUMBER
1 TC-2
SCALE:NOT TO SCALE
i
GENERAL CONSTRUCTION NOTES: 14. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THEIR WORK WITH THE
1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING WORK OF OTHERS AS IT MAY RELATE TO RADIO EQUIPMENT, ANTENNAS AND
CODE, THE LATEST ADOPTED EDITION AND ALL OTHER APPLICABLE CODES AND ANY OTHER PORTIONS OF THE WORK.
ORDINANCES.
15. CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE 2. ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE THEMSELF mobilitime
2. CONTRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE WITH THESE DRAWINGS WITH MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE WITH ANY/ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION
AND LATEST MOBILITIE CONSTRUCTION STANDARDS. THE SPECIFICATION IS THE INDICATED OR WHERE LOCAL CODES, OR REGULATIONS TAKE PRECEDENCE.AND
AND MAKE PROVISIONS AS TO THE COST THEREOF. ALL (
CONDITIONS OF ELECTRICAL EQUIP., ETC., THAT ARE PART OF THE FINAL
RULING DOCUMENT AND ANY DISCREPANCIES BETWEEN THE SPECIFICATION AND SYSTEM, SHALL BE VERIFIED BY THE CONTRACTOR, PRIOR TO THE SUBMITTING
THE CONSTRUCTION DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE OF THEIR BID. FAILURE TO COMPLY WITH THIS PARAGRAPH WILL IN NO WAY
16. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT (E) SURFACES,
ARCHITECT/ENGINEER OR MOBILITIE CM PRIOR TO THE COMMENCEMENT OF WORK. EQUIPMENT, IMPROVEMENTS, PIPING'ETC. AND IMMEDIATE REPAIR, TO NEW RELIEVE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A COMPLETE
CONDITION, ANY DAMAGE THAT OCCURS DURING CONSTRUCTION AT THE SOLE AND WORKING SYSTEM.
3. CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE THEMSELVES
COST OF THE CONTRACTOR.
WITH ALL CONDITIONS AFFECTING THE (N) WORK AND SHALL MAKE PROVISIONS 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF
AS TO THE COST THEREOF. CONTRACTOR SHALL BE RESPONSIBLE FOR 17. IN DRILLING HOLES, OR CORING, INTO CONCRETE WHETHER FOR FASTENING OR THE NEC, ALL CODES AND ORDINANCES OF THE LOCAL JURISDICTION, AND
FAMILIARIZING THEMSELVES WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS ANCHORING PURPOSES, OR PENETRATIONS THROUGH THE FLOOR FOR CONDUIT POWER & TELEPHONE COMPANIES HAVING JURISDICTION AND SHALL INCLUDE BUT
AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED, AS RUNS, PIPE RUNS, ETC., MUST BE CLEARLY UNDERSTOOD THAT REINFORCING ARE NOT BE LIMITED TO:
SHOWN, PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES STEEL SHALL NOT BE DRILLED INTO, CUT OR DAMAGED UNDER ANY
SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER OR CIRCUMSTANCES (UNLESS NOTED OTHERWISE). LOCATIONS OF REINFORCING
MOBILITIE CM PRIOR TO THE COMMENCEMENT OF WORK. NO COMPENSATION WILL STEEL ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE LOCATED BY THE A) UL - UNDERWRITERS LABORATORIES
BE AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD CONDIT ONS. CONTRACTOR USING APPROPRIATE METHODS AND EQUIPMENT PRIOR TO ANY
DRILLING OR CORING OPERATIONS IN (E) CONCRETE. B) NEC - NATIONAL ELECTRICAL CODE i
4. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL 0= C) NEMA - NATIONAL ELECTRICAL MANUFACTURERS ASSOC.
CONSTRUCTION. CONTRACTOR IS REQUIRED TO FURNISH AND INSTALL ANY/ALL 18. CONTRACTOR SHALL REPAIR, TO NEW CONDITION, ALL (E) WALL SURFACES D) OSHA - OCCUPATIONAL SAFETY AND HEALTH ACT
ITEMS FOR A COMPLETE AND FULLY FUNCTIONAL SYSTEM SUBJECT ONLY -0 DAMAGED DURING CONSTRUCTION SUCH THAT THEY MATCH AND BLEND IN WITH E) SBC - STANDARD BUILDING CODE PROJECT NO: 9FL6003569 i
OWNER-SUPPLIED ITEMS. CONTRACTOR SHALL PROVIDE ANY/ALL REQUIREMENTS ADJACENT SURFACES.
FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. F) NFPA - NATIONAL FIRE PROTECTION AGENCY DRAWN BY: RC
19. CONTRACTOR SHALL SEAL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES OR G) ANSI - AMERICAN NATIONAL STANDARDS INSTITUTE L CHECKED BY: SJB
5. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A MATERIALS WITH U.L. LISTED AND FIRE CODE APPROVED MATERIALS AND H) IEEE - INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS
DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. THE WORK SHALL SYSTEMS THAT MEET OR EXCEED THE RATING OF THE ASSEMBLY IN WHICH THE
INCLUDE FURNISHING MATERIALS, EQUIPMENT AND APPURTENANCES, AND LABOR NEW PENETRATION IS PLACED. I) ASTM - AMERICAN SOCIETY FOR TESTING MATERIALS
NECESSARY TO EFFECT ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. B 12-15-16 POLE HEIGHT REVISION
OWNER PROVIDED AND CONTRACTOR INSTALLED MATERIALS WILL INCLUDE THEA 08-24-16 FOR CLIENT REVIEW
FOLLOWING, UNLESS NOTED OTHERWISE: 20. CONTRACTOR SHALL KEEP CONTRACT AREA CLEAN, HAZARD FREE, AND DISPOSE 4. REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS ALL
OF ALL DIRT, DEBRIS, AND RUBBISH',. EQUIPMENT NOT SPECIFIED AS REMAINING EQUIPMENT, AND CONFIRM WITH MOBILITIE CM ANY SIZES AND LOCATIONS WHEN
NEEDED. KMB DESIGN GROUP, LLC
ON THE PROPERTY OF THE OWNER 'SHALL BE REMOVED. LEAVE PREMISES IN
A) TRANSMITTER CLEAN CONDITION AND FREE FROM 'PAINT SPOTS, DUST, OR SMUDGES OF ANY Stephen A. Bra
NATURE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS
B) UHF ANTENNA AND MOUNTING BRACKETS, GPS ANTENNAS AND KU 5. (E) SERVICES: CONTRACTOR SHALL NOT INTERRUPT (E) SERVICES WITHOUT
ANTENNAS UNTIL COMPLETION OF CONSTRUCTION. PROFESSIONAL ENGINEER
WRITTEN PERMISSION OF THE OWNER.
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C) UHF COAX AND HANGERS `�,.�� OOOe &111
21. MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH . CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY ALL '`
D) INTEGRATED LOAD CENTER 6
CABLE MANUFACTURERS RECOMMENDATIONS / 0CENgF
.
REQUIREMENTS SUCH AS THE: LUG SIZE RESTRICTIONS, CONDUIT ENTRY, SIZE OF
TRANSFORMERS, SCHEDULED DOWNTIME FOR THE OWNERS' CONFIRMATION, ETC... _ g 0.6$9 2
6. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. 22. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO (E) SITE DURING CONSTRUCTION. ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE MOBILITIE
SPACING BETWEEN EQUIPMENT IS REQUIRED CLEARANCE. THEREFORE, IT IS EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION SHALL BE IN CM, PRIOR TO BEGINNING ANY WORK. _
CRITICAL TO FIELD VERIFY DIMENSIONS. SHOULD THERE BE ANY QUESTIONS CONFORMANCE WITH JURISDICTIONAL OR STATE AND LOCAL GUIDELINES FOR a _
REGARDING THE CONTRACT DOCUMENTS, (E) CONDITIONS AND/OR DESIGN INTENT, EROSION AND SEDIMENT CONTROL AND COORDINATED WITH LOCAL REGULATORY
THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPORTING ANY DISCREPANCIES AUTHORITIES. CONTRACTOR SHALL E RESPONSIBLE FOR MAINTENANCE OF ANY 7. MINIMUM WIRE SIZE SHALL BE #12 AWG, NOT INCLUDING CONTROL WIRING, ';�O STATE OF 4vc
TO THE ATTENTION OF THE MOBILITIE CM, IN WRITING, PRIOR TO THE EROSION CONTROL MEASURES, RECORD-KEEPING, MONITORING, AND REPORTING UNLESS NOTED OTHERWISE. ALL CONDUCTORS SHALL BE COPPER WITH THWN cCORIDP ����`
COMMENCEMENT OF WORK. TO THE OWNER AND REGULATORY JUTHORITIES. INSULATION, UNLESS OTHERWISE NOTED.
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7. DETAILS PROVIDED ARE FOR THE PURPOSE OF SHOWING DESIGN INTENT. 8. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH FL LICENSE:68902 12/15/16
23. ALL CONSTRUCTION WORK IS TO ADIHERE TO APPLICANT'S INTEGRATED T Is A voLATION OF THE LAW FOR ANY
MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR SITE CONDITIONS, CONSTRUCTION STANDARDS UNLESS STATE OR LOCAL CODE IS MORE STRINGENT. THREADED HUBS IN WET/DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR PERSON,UNLESS THEY ARE ACTING UNDER THE
AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. OTHER CLASSIFIED AREAS. DIRECTION OF A LICENSED PROFESSIONAL
ENGINEER,TO ALTER THIS DOCUMENT
24. THE INTENT OF THE PLANS AND SPECIFICATIONS IS TO PERFORM THE
8. CONTRACTOR SHALL PAY FOR APPLICABLE PERMITS, FEES, INSPECTIONS AVD CONSTRUCTION IN ACCORDANCE PER STATE BUILDING STANDARDS CODE AND 9. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE
TESTING. CONTRACTOR IS TO OBTAIN PERMIS AND APPROVED SUBMITTALS PRIOR STATE CODE OF REGULATIONS. SHOULD ANY CONDITIONS DEVELOP NOT COVERED CONSTRUCTION. CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS
TO ORDERING MATERIALS AND THE COMMENCEMENT OF WORK. BY THE APPROVED PLANS AND SPECIFICATIONS WHEREIN THE FINISHED WORK FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR
WILL NOT COMPLY PER STATE CODE OF REGULATIONS, A SCOPE OF WORK THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. .
DETAILING AND SPECIFYING THE REQUIRED WORK SHALL BE SUBMITTED TO AND
9. THE TERM `PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND APPROVED BY THE JURISDICTION BEFORE PROCEEDING WITH THE WORK. A r
SPECIFIATIONS, INDICATES THAT THE CONTRACTOR SHALL FURNISH AND INSTALL. CHANGE ORDER FOR THAT SCOPE SHALL BE SUBMITTED TO THE MOBILITIE CM 10. ELECTRICAL SYSTEM SHALL BE AS COMPLETELY AND EFFECTIVELY GROUNDED, AS
PRIOR TO PROCEEDING WITH THE WORK. REQUIRED BY SPECIFICATIONS, SET FORTH BY APPLICANT. N.
All
10. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING, AND SHALL RECEIVE IN
WRITING AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEMS 25. ADEQUATE AND REQUIRED LIABILITY'INSURANCE SHALL BE PROVIDED BY THE _
NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS. CONTRACTOR FOR PROTECTION AGAINST PUBLIC LOSS AND ANY ALL PROPERTY 11. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A
ANY/ALL CLASS, WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY
DAMAGE FOR THE DURATION OF WORK. FUNCTIONAL AND SHALL BE APPROVED BY THE MOBILITIE CM AND LOCAL
26. CONTRACTOR SHALL GUARANTEE ANY /ALL MATERIALS AND WORK FREE FROM JURISDICTION. ANY DIFICIENCIES SHALL BE CORRECTED BY AN ELECTRICAL
11. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING ACCEPTED DEFECTS FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF CONTRACTOR AT THE SOLE COST OF THE CONTRACTOR.
INDUSTRY-STANDARD SKILLS AND ATTENTION. CONTRACTOR SHALL BE SOLELY ACCEPTANCE. ANY CORRECTIVE WORK SHALL BE COMPLETED AT THE SOLE COST
RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OF THE CONTRACTOR.
AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER 12. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID
CONTRACT, UNLESS OTHERWISE NOTED. INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION.
JA90XS919A
ELECTRICAL NOTES:
CH,FL 32233
12. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA, 1. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL PROPOSED 4 ATLANTIC BEACH,
WOOD POLE
ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED WORK INDICATED. ANY/ALL CONSTRUCTION SHALL BE IN ACCORDANCE
BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA W/DRAWINGS AND ANY/ALL APPLICABLE SPECIFICATIONS. IF ANY PROBLEMS ARE
REQUIREMENTS. ENCOUNTERED BY COMPLYING WITH 'THESE REQUIREMENTS, CONTRACTOR SHALL SHEET TITLE
NOTIFY MOBILITIE CM AS SOON AS POSSIBLE, AFTER THE DISCOVERY OF THE GENERAL NOTES
13. CONTRACTOR SHALL COORDINATE THEIR WORK WITH THE MOBILITIE CM ANPROBLEMS, AND SHALL NOT PROCEED WITH THAT PORTION OF WORK, UNTIL THE
SCHEDULE THEIR ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH THE MOBILITIE CM HAS DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN.
REQUIREMENTS. SHEET NUMBER
GN-1
ELECTRICAL NOTES CONT'D GROUNDING NOTES:
1. ALL HARDWARE SHALL BE 3-16 STAINLESS STEEL, INCLUDING LOCK WASHERS. 3. CONTRACTOR TO VERIFY AND RECORD ALL TEST RESULTS AND PROVIDE THESE
13. THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED BY THE CONTRACTOR COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND, AS SPECIFIED, BEFORE RESULTS WITHIN THE FINAL CLOSE OUT PACKAGE.
WITHOUT ANY ADDITIONAL CHARGE AND SHALL INCLUDE THE REPLACEMENT OR MATING. ALL HARDWARE SHALL BE STAINLESS STEEL 3/8 INCH DIAMETER OR
THE REPAIR OF ANY OTHER PHASE OF THE INSTALLATION, WHICH MAY HAVE LARGER.
BEEN DAMAGED THEREIN. 4. ALL PERSONNEL INVOLVED IN THE TESTING OF RF CABLE, DATA CABLE, RADIO mobilitle
EQUIPMENT AND BACK HAUL EQUIPMENT WILL BE REQUIRED TO HAVE BEEN
14. CONTRACTOR SHALL PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, 2. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN TRAINED AND OR CERTIFIED IN THE PROPER TESTING OF RF CABLE, DATA CABLE,
BOXES, COVER PLATES AND DEVICES FOR ALL OUTLETS AS INDICATI=D: LUG AND STEEL, COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND RADIO EQUIPMENT AND BACK HAUL EQUIPMENT.
BEFORE MATING.
15. DITCHING AND BACK FILL: CONTRACTOR SHALL PROVIDE FOR ALL U'i\IDERGROUND 5. ALL TEST RESULTS SHALL BE TIME STAMPED, RECORDED AND PRESENTED PRIOR
OR CABLES INCLUDING EXCAVATION AND EACKFILLING 3. ALL STEEL CONDUIT SHALL BE BONDED AT BOTH ENDS WITH GROUNDING TO ENERGIZING AND TURN UP OF ANY EQUIPMENT.
INSTALLED CONDUIT AND/OR BUSHING.
AND COMPACTION. REFER TO NOTES AND REQUIREMENTS 'EXCAVATION, AND
BACKFILLING. 6. GPS EQUIPMENT IS NOT TO BE TESTED OR ATTACHED TO ANY CABLING DURING
4. ALL ELECTRICAL AND GROUNDING AT THE POLE SITE SHALL COMPLY WITH THE TESTING, DOING SO WILL DAMAGE THE GPS UNIT.
NATIONAL ELECTRICAL CODE ,(NEC), NATIONAL FIRE PROTECTION ASSOCIATION
16. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, (NEPA) 780 (LATEST EDITION;), AND MANUFACTURER.
SHALL BE NEW AND SHALL APPEAR ON THE LIST OF U.L. APPROVED ITEMS AND 7. PRIOR TO TESTING IF THE CONTRACTOR HAS ANY QUESTIONS ABOUT THE
SHALL MEET OR EXCEED THE REQUIREMENTS OF THE NEC, NEMA ARID IECE. TESTING PROCEDURES THEY ARE TO CALL AND OBTAIN ASSISTANCE FROM A
5. ALL DETAILS ARE SHOWN IN 'GENERAL TERMS. ACTUAL GROUNDING INSTALLATION QUALIFIED DESIGNATED TESTING REPRESENTATIVE.
AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS.
17. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURER'S CATALOG
INFORMATION OF ANY/ALL EQUIPMENT AND ALL OTHER ELECTRICAL ITEMS FOR 8. EQUIPMENT IS NOT TO BE ENERGIZED UNTIL ALL TESTING HAS BEEN COMPLETED,
APPROVAL BY THE MOBILITIE CM PRIOR TO INSTALLATION. 6. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC APPROVED AND THE APPROPRIATE AUTHORITY HAS BEEN NOTIFIED AND GIVES
COMPONENTS USING #6 GROUND WIRES. FOLLOW ANTENNA AND BTS APPROVAL TO ENERGIZE THE EQUIPMENT.
MANUFACTURER'S PRACTICES FOR GROUNDING REQUIREMENTS. PROJECT NO: 9FLB003569
18. ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE
ELECTRICAL CONTRACTORS RESPONSIBILITY AND SHALL BE INCLUDED IN THE SITE WORK NOTES: DRAWN BY: RC
COST FOR WORK AND PERFORMED TO THE SATISFACTION OF THE MOBILITIE CM 7. ALL GROUND CONNECTIONS SHALL BE #6 AWG, UNLESS OTHERWISE NOTED. ALL 1. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES,
UPON FINAL ACCEPTANCE. WIRES SHALL BE COPPER WITH THHN, UNLESS OTHERWISE NOTED. ALL GROUND CHECKED BY: SJB
WIRE SHALL BE SOLID TIN COATED OR STRANDED GREEN INSULATED WIRE. UNLESS OTHERWISE NOTED.
19. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY 2. SIZE, LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS
TYPEWRITTEN DIRECTORIES. ALL ELECTRICAL WIRING SHALL BE THE 8. CONTRACTOR TO VERIFY AND, TEST GROUND TO SOURCE, 10 OHMS MAXIMUM. SHALL BE ACCURATELY NOTED AND PLACED ON AS-BUILT DRAWINGS BY LB 12-15-16 POLE HEIGHT REVISION
RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. PROVIDE SUPPLEMENT GROUNDING RODS AS REQUIRED TO ACHIEVE SPECIFIED GENERAL CONTRACTOR AND ISSUED TO ARCHITECT/ENGINEER AT COMPLETION OF 08-24-16 FOR CLIENT RENEW
OHMS READING. GROUNDING AND OTHER OPTIONAL TESTING WILL BE WITNESSED PROJECT.
BY THE MOBILITIE CM.
20. DISCONNECT SWITCHES SHALL BE UL-RATED, H.P. RATED HEAVY-DUTY, KMB DESIGN GROUP, LLC
QUICK-MAKE AND QUICK-BREAK ENCLOSURES, AS REQUIRED BY EX''OSURE TYPE. 3. ALL (E) UTILITIES, FACILITIES, CONDITIONS AND THEIR DIMENSIONS SHOWN ON
9. NOTIFY ARCHITECTENGINEER THERE ARE ANY DIFFICULTIES INSTALLING PLANS HAVE. BEEN PLOTTED FROM AVAILABLE RECORDS. THE ENGINEER AND Stephen A. Bra
xl
GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS.
21. ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF AN OWNER ASSUME NO RESPONSIBILITY WHATSOEVER AS TO THE SUFFICIENCY OR PROFESSIONAL ENGINEER ANTI-OXIDE COMPOUND KNOWN AS "NO-OXIDE A" BY DEARBORNE CHEMICAL CO. ACCURACY OF THE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF ,`N""'kEN'i,q"",',,,
COAT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED COPPER SURFACES, 10. ALL HORIZONTALLY RUN GRO NDING CONDUCTORS SHALL BE INSTALLED A THEIR REMOVAL OR ADJUSTMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR Q 9,
INCLUDING GROUND BARS, SHALL BE TREATED - NO SUBSTITUTIONS. MINIMUM OF 30" BELOW GRA E/ 6" BELOW FROST-LINE IN TRENCHDETERMINING EXACT LOCATION OF ALL (E) UTILITIES AND FACILITIES PRIOR TO �CENg
, UNLESS START OF CONSTRUCTION. CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY �� F
OTHERWISE NOTED.BACK FILL SHALL BE COMPACTED AS REQUIRED BY COMPANY DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES AND
ARCHITECT/ENGINEER. METHODS OF REMOVING OR ADJUSTING (E) UTILITIES. 0.68902 a
22. RACEWAYS: CONDUIT SHALL BE SCHEDULE 80 PVC MEETING OR EXCEEDING NEMA
TC2 - 1990. CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND =
EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS - 2C0 LBS TEST 11. ALL GROUND CONDUCTORS S ALL BE RUN AS STRAIGHT AND SHORT AS s
POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL BE A MINIMUM OF' 2 FT. 4. CONTRACTOR SHALL VERIFY ALL (E) UTILITIES BOTH HORIZONTALLY AND
POSSIBLE, WITH A MINIMUM 12" BENDING RADIUS NOT LESS THAN 90 DEGREES. -'O
RADIUS. RGS CONDUITS WHEN SPECIFIED, SHALL MEET UL-6 FOR GALVANIZED VERTICALLY PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES OR ? STATE OF Gv
STEEL. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID DOUBTS AS TO THE INTERPRETATION OF PLANS SHALL BE IMMEDIATELY % 0
CONDUIT. COAT ALL THREADS WITH 'BRITE ZINC' OR 'COLD GALV'. 12. ACCEPTABLE CONNECTIONS FOR GROUNDING SYSTEM SHALL BE: REPORTED TO THE ARCHITECT/ENGINEER OR MOBILITIE '�
INSTRUCTION, AND NO FURTHER WORK SHALL BE PERFORMED FOR RESOLUTION AND
FORR MED UNTIL THE
DISCREPANCY IS CHECKED AND CORRECTED BY THE ARCHITECT/ENGINEER.
23. SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. A. BURNDY, HY-GRADE UI,L. LISTED CONNECTORS FOR OUTDOOR USE OR AS FAILURE TO SECURE SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED FL LICENSE:68902 12/15/16
APPROVED BY APPLICANT PROJECT MANAGER. AT THEIR OWN RISK AND EXPENSE. CONTRACTOR SHALL CALL LOCAL UTILITY IT IS A VIOLATION OF THE LAW FOR ANY
LOCATE HOT LINE, SUCH AS 811, FOR UTILITY LOCATIONS A MINIMUM OF 48 PERSON,UNLESS THEY ARE ACTING UNDER THE
B. CADWELD, EXOTHERMId WELDS (WELDED CONNECTIONS). HOURS PRIOR TO START OF CONSTRUCTION. DIRECTION OF A LICENSED PROFESSIONAL
24. CONDUCTORS: CONTRACTOR SHALL USE 98% CONDUCTIVITY COPPER WITH TYPE ENGINEER,T4 ALTER THIS DOCUMENT
THWN INSULATION, UNLESS OTHERWISE NOTED, 600 VOLT, COLOR CODED. USE C. ONE (1) HOLE TINNED COPPER COMPRESSION (LONG BARREL) FITTINGS.
SOLID CONDUCTORS FOR WIRE UP TO AND INCLUDING NO. 8 AWG. USE STRANDED
CONDUCTORS FOR WIRE ABOVE NO. 8 AWG. 5. ALL NEW AND (E) UTILITY STRUCTURES ON SITE AND IN AREAS TO BE
13. ALL CRIMPED CONNECTIONS SHALL HAVE EMBOSSED MANUFACTURER'S DIEMARK DISTURBED BY CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR
VISIBLE AT THE CRIMP (RESULTING FROM USE OF PROPER CRIMPING DEVICES) TO FINAL INSPECTION OF WORK. ANY COST RELATED TO ADJUSTING (E)
25. CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE AND WEATHER-PROOFED WITH HEAT SHRINK. STRUCTURES SHALL BE BORNE SOLELY BY THE CONTRACTOR.
TYPE INSULATED TWIST-ON CONNECTORS FOR NO. 10 AWG AND SMALLER. USE S €
SOLDERLESS MECHANICAL TERMINAL LUGS FOR NO. 8 AWG AND LARGER.
14. ALL CONNECTION HARDWARE'SHALL BE TYPE 3-16 STAINLESS STEEL (NOT 6. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN 14, �
ATTRACTED TO MAGNETS). SLOPE AND IS TO FEATHER INTO (E) GRADES AT THE GRADING LIMITS.
26. SERVICE: AS SPECIFIED ON THE DRAWINGS. OWNER OR OWNER'S AGENT WILL
APPLY FOR POWER. ALL PROVISIONS FOR TEMPORARY POWER WILL BE OBTAINED
BY THE CONTRACTOR. 15. ELECTRICAL SERVICE EQUIPMENT GROUNDING SHALL COMPLY WITH NEC, ARTICLE 7. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS,
250-82 AND SHALL BOND ALL (E) AND NEW GROUNDING ELECTRODES. NEW UTILITIES, ETC., SHALL BE PROPERLY LAID BACK OR BRACED IN ACCORDANCE
GROUNDING ELECTRODE SHALL INCLUDE BUT NOT LIMITED TO GROUND RODS. WITH CORRECT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)
27. TELEPHONE OR FIBER SERVICE: CONTRACTOR SHALL PROVIDE EMPTY CONDUITS REQUIREMENTS.
WITH PULL STRINGS AS INDICATED ON DRAWINGS. `'g~
28. ELECTRICAL AND TELCO/FIBER RACEWAYS TO BE BURIED A MINIMUM DEPTH OF TESTING AND EQUIPMENT TURN UP �REQUIREMENTS:
30", UNLESS OTHERWISE NOTED. 1. RF CABLE, DATA CABLE, RAC 10 EQUIPMENT AND BACK HAUL EQUIPMENT TESTING JA90XS919A
WILL COMPLY WITH CURRENT INDUSTRY STANDARDS AND OR THOSE STANDARDS ATLANTIC BEACH,FL 32233
OF THE EQUIPMENT MANUFAC TURER OR PROVIDED TO THE CONTRACTOR PRIOR PROPOSED 40'-0"WOOD POLE
29. CONTRACTOR SHALL PLACE 6" WIDE DETECTABLE WARNING TAPE AT A DEPTH OF TO TESTING.
6" BELOW GROUND AND DIRECTLY ABOVE ELECTRICAL AND TELCO SERVICE
CONDUITS. CAUTIONS TAPE TO READ "CAUTION BURIED ELECTRIC" OR "BURIED SHEET TITLE
TELECOMM".
GENERAL NOTES
30. ALL BOLTS SHALL BE 3-16 STAINLESS STEEL 2. CONTRACTOR WILL USE THE APPROPRIATE CALIBRATED TESTING EQUIPMENT IN
THE TESTING OF RF CABLE, DATA CABLE, RADIO EQUIPMENT AND BACK HAUL
EQUIPMENT THAT MEET INDUSTRY STANDARDS OF THE MANUFACTURER OR THOSE SHEET NUMBER
STANDARDS PROVIDED TO THE CONTRACTOR PRIOR TO TESTING. GN-2
SITE WORK NOTES CONT'D GRAVEL SURFACING AND RESTORED TO THE SAME THICKNESS AND COMPACTION
8, STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED 10 95% OF AS SPECIFIED. ALL RESTORED GRAVEL SURFACING SHALL BE FREE FROM
MAXIMUM STANDARD PROCTOR DRY DENSITY, UNLESS OTHERWISE N0 ED. 11. GC TO PLACE FILTER MATERIAL AT ALL CATCH BASINS ADJACENT TO CORRUGATIONS AND WAVES.
CONSTRUCTION SITE TO PREVENT SOLID WASTE CONTAMINATION FROM ENTERING
SEWER SYSTEM
9. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE FOUNDATION, EXCAVATION AND BACKFILL NOTES: 19. (E) GRAVEL SURFACING MAY NOT BE REUSED. mobi i ie
ACHIEVED BY FILLING WITH APPROVED CLEAN FILL AND COMPACTED TO 95% OF 1. ALL FINAL GRADED SLOPES SHALL BE A MAXIMUM OF 3 HORIZONTAL TO 1
STANDARD PROCTOR DENSITY. VERTICAL, UNLESS OTHERWISE NOTED.
20. GRAVEL SUB SURFACE SHALL BE PREPARED TO REQUIRED COMPACTION AND SUB
GRADE ELEVATIONS BEFORE GRAVEL SURFACING IS PLACED AND/OR RESTORED.
10. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS. THE LIFTS THICKNESS SHOULD 2. BACKFILL OF POLE SHALL BE',PERFORMED IN ONE OF THREE OPTIONS: ANY LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED AND
NOT EXCEED THAT WHICH CAN BE PROPERLY COMPACTED THROUGHOUT ITS ANY DEPRESSIONS IN THE SUB GRADE SHALL BE FILLED AND COMPACTED WITH
ENTIRE DEPTH WITH THE EQUIPMENT AVAILABLE. A. PERFERRED: RAINBOW INDUSTRIES POLE SETTING FOAM SHALL BE INSTALLED APPROVED SELECTED MATERIAL. GRAVEL SURFACING MATERIAL SHALL NOT BE
PER MANUFACTURER SPECS. FOAM SHALL ALWAYS BE USED FOR POOR SOILS. USED FOR FILLING DEPRESSIONS IN THE SUB GRADE.
11. ANY FILLS PLACED ON (E) SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL TO B. SECONDARY: CONCRETE (REQUIRES MOBILITIE CM WRITTEN APPROVAL)
1 VERTICAL SHALL BE PROPERLY BENCHED INTO THE (E) SLOPE AS DIRECTED ALLOWABLE SOIL PRESSURE = 2000 PSF (ASSUMED). 21. PROTECT (E) GRAVEL SURFACING AND SUB GRADE IN AREAS WHERE EQUIPMENT
BY A GEOTECHNICAL ENGINEER. NON-NATIVE SOILS SHALL!BE REMOVE FROM BORE AREA AND SHALL NOT BE LOADS WILL OPERATE. USE PLANKING 'MATTS' OR OTHER SUITABLE PROTECTION
REUSED FOR BACKFILL DESIGNED TO SPREAD EQUIPMENT LOADS AS MAY BE NECESSARY. REPAIR ANY
DAMAGE TO (E) GRAVEL SURFACING OR SUB GRADE WHERE SUCH DAMAGE IS
12. CONTRACTOR SHALL CLEAN ENTIRE SITE AFTER CONSTRUCTION SUCH THAT NO 9. ALL EXCAVATIONS PREPARED ,FOR PLACEMENT OF CONCRETE SHALL BE OF DUE TO THE CONTRACTORS OPERATIONS.
DEBRIS, PAPER, TRASH, WEEDS, BRUSH, EXCESS FILL, OR ANY OTHER DEPOSITS UNDISTURBED SOILS, SUBSTANTIALLY HORIZONTAL AND FREE FROM ANY LOOSE,
WILL REMAIN. ALL MATERIALS COLLECTED DURING CLEANING OPERATIONS SHALL UNSUITABLE MATERIAL OR FRUZEN SOILS, AND WITHOUT THE PRESENCE OF
BE DISPOSED OF OFF-SITE BY THE GENERAL CONTRACTOR. POUNDING WATER. DEWATERING FOR EXCESS GROUND WATER SHALL BE 22. DAMAGE TO (E) STRUCTURES AND/OR UTILITIES RESULTING FROM CONTRACTORS
PROVIDED WHEN REQUIRED. COMPACTION OF SOILS UNDER CONCRETE PAD NEGLIGENCE SHALL BE REPAIRED AND/ OR REPLACED TO THE OWNERS
FOUNDATIONS SHALL NOT BE 'LESS THAN 95% OF THE MODIFIED PROCTOR SATISFACTION AT NO ADDITIONAL COST TO THE CONTRACT.
13. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFLICT WITH THE FOUNDATIONS
DRY DENSITY FOR THE SOIL IN ACCORDANCE WITH ASTM D1557.
IMPROVEMENTS SHALL BE PROTECTED BY THE GENERAL CONTRACTOR. PROJECT NO: 9FLB003569
10. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE
23. ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE DRAWN BY: RC
THE BID. EXCESS TOPSOIL AND UNSUITABLE MATERIAL SHALL BE
14. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR MATERIAL. IF ADEQUATE BEARING CAPACITY IS NOT ACHIEVED AT THE DESIGNED IN OFF SITE AT LOCATIONS APPROVED BY GOVERNING AGENCIES E CHECKED BY: SJB
DIINCLUDEDSPOSED IN
WITH LOCAL UTILITY COMPANY, TELEPHONE COMPANY, AND ANY OTHER UTILITY EXCAVATION DEPTH, THE UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS DISPOSED
COST TO THE CONTRACT.
COMPANIES HAVING JURISDICTION OVER THIS LOCATION. FULL DEPTH AND EITHER BE REPLACED WITH MECHANICALLY COMPACTED NO
ENVIRONMENTAL NOTES: GRANULAR MATERIAL OR THE EXCAVATION SHALL BE FILLED WITH CONCRETE OF
THE SAME TYPE SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE
1. ALL WORK PERFORMED SHALL BE DONE IN ACCORDANCE WITH ISSUED PERMITS. USED TO STABILIZE THE BOTTOM OF THE EXCAVATION. ANY STONE SUB BASE B 12-15-16 POLE HEIGHT REVISION
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYMENT OF FINES AND PROPER MATERIAL, IF USED, SHALL NqT SUBSTITUTE FOR REQUIRED THICKNESS OF A 08-24-16 FOR CLIENT REVIEW
CLEAN UP FOR AREAS IN VIOLATION. CONCRETE. I
I KMB DESIGN GROUP, LLC
2. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MAINTENANCE OF 11. ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS tephen A Bra
EROSION AND SEDIMENTATION CONTROLS DURING CONSTRUCTION FOR VEGETATION, TRASH, DEBRIS, ND SO FORTH PRIOR TO BACK FILLING. BACK FILL
PROTECTION OF ADJACENT PROPERTIES, ROADWAYS AND WATERWAYS. ALL SHALL CONSIST OF APPROVED MATERIALS SUCH AS EARTH, LOAM, SANDY CLAY, PROFESSIONAL ENGINEER
EROSION AND SEDIMENTATION CONTROLS SHALL BE MAINTAINED IN PLACE SAND AND GRAVEL, OR SOFT SHALE, FREE FROM CLODS OR LARGE STONES
THROUGH FINAL JURISDICTIONAL INSPECTION & RELEASE OF SITE. OVER 2 1/2" MAX DIMENSIONS. ALL BACK FILL SHALL BE PLACED IN ,```` N,�,N„A„`j ''%
COMPACTED LAYERS.
3. CONTRACTOR SHALL INSTALL/CONSTRUCT ALL NECESSARY SEDIMENT/SILT oG E NSF
CONTROL FENCING AND PROTECTIVE MEASURES AS REQUIRED BY THE LOCAL 12. ALL FILL MATERIALS AND FOUNDATION BACK FILL SHALL BE PLACED IN MAXIMUM 0.689/02 c
JURISDICTION WITHIN THE LIMITS OF SITE DISTURBANCE PRIOR TO CONSTRUCTION. 6" THICK LIFTS BEFORE COMPACTION. EACH LIFT SHALL BE WETTED IF REQUIREDo
= A 8
AND COMPACTED TO NOT LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM
4. NO SEDIMENT SHALL BE ALLOWED TO EXIT THE PROPERTY. THE CONTRACTOR IS DRY DENSITY FOR SOIL IN ACCORDANCE WITH ASTM D1557. Q
RESPONSIBLE FOR TAKING ADEQUATE MEASURES FOR CONTROLLING EROSION. ? STATE OF w�
ADDITIONAL SEDIMENT CONTROL FENCING MAY BE REQUIRED IN ANY AREAS 13. NEWLY PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 HRS � F�ORIDP
SUBJECT TO EROSION. PRIOR TO BACK FILLING. '� NA1-� `���
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5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE FL LICENSE:68902 12/15/16
14. FINISHED GRADING SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE AND
SITE AT ALL TIMES WITH SILT AND EROSION CONTROL MEASURES MAINTAINED ON i IT Is A VIOLATION of THE LAW FOR ANY
THE DOWNSTREAM SIDE OF SITE DRAINAGE. ANY DAMAGE TO ADJACENT PREVENT STANDING WATER. THE FINAL (FINISH) ELEVATION OF SLAB PERSON,UNLESS THEY ARE ACTING UNDER THE
FOUNDATIONS SHALL SLOPE AWAY IN ALL DIRECTIONS FROM THE CENTER. FINISH DIRECTION OF A LICENSED PROFESSIONAL
PROPERTY AS A RESULT OF EROSION WILL BE CORRECTED AT THE ENGINEER,TO ALTER THIS DOCUMENT
CONTRACTORS EXPENSE. GRADE OF CONCRETE PADS SHALL BE A MAXIMUM OF 4 INCHES ABOVE FINAL
FINISH GRADE ELEVATIONS. PROVIDE SURFACE FILL GRAVEL TO ESTABLISH
SPECIFIED ELEVATIONS WHERE REQUIRED.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS AND ANY REPAIRS
OF ALL SEDIMENT CONTROL MEASURES INCLUDING SEDIMENT REMOVAL. AS
NECESSARY. 15. NEWLY GRADED GRAVEL SURFACE AREAS TO RECEIVE GRAVEL SHALL BE ;
COVERED WITH GEOTEXTILE FABRIC TYPE: TYPAR-3401 AS MANUFACTURED BY
TYPAR GEOSYNTHETICS OR AN' APPROVED EQUIVALENT, SHOWN ON PLANS. THE
7. CLEARING OF VEGETATION AND TREE REMOVAL SHALL BE ONLY AS P=RMITTED GEOTEXTILE FABRIC SHALL BE BLACK IN COLOR TO CONTROL THE RECURRENCE
AND BE HELD TO A MINIMUM. ONLY TREES NECESSARY FOR CONSTRUCTION OF OF VEGETATIVE GROWTH AND EXTEND TO WITHIN 1 FOOT OUTSIDE THE SITEv � l
THE FACILITIES SHALL BE REMOVED. FENCING OR ELECTRICAL GROUNDING SYSTEM PERIMETER WHICH EVER IS
GREATER. ALL FABRIC SHALL BE COVERED WITH A MINIMUM OF 4" DEEP
COMPACTED STONE OR GRAVEL AS SPECIFIED. I.E. FDOT TYPE NO. 57 FOR _
8. SEEDING AND MULCHING AND/OR SODDING OF THE SITE WILL BE ACCOMPLISHED FENCED COMPOUND; FDOT TYPE NO. 67 FOR ACCESS DRIVE AREA, UNLESS
AS SOON AS POSSIBLE AFTER COMPLETION OF THE PROJECT FACILITIES OTHERWISE NOTED.
AFFECTING LAND DISTURBANCE.
16. IN ALL AREAS TO RECEIVE FILL: REMOVE ALL VEGETATION, TOPSOIL, DEBRIS,
9. CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CON--ROL WET AND UNSATISFACTORY SOIL MATERIALS, OBSTRUCTIONS, AND DELETERIOUS
MEASURES AS REQUIRED BY LOCAL, COUNTY AND STATE CODES AND MATERIALS FROM GROUND SURFACE. PLOW STRIP OR BREAK UP SLOPED
ORDINANCES TO PROTECT EMBANKMENTS FROM SOIL LOSS AND TO PREVENT SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SUCH THAT FILL JA90XS919A
ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAVING MATERIAL WILL BIND WITH (E)%PREPARED SOIL SURFACE. ATLANTIC BEACH,FL 32233
THE CONSTRUCTION AREA. THIS MAY INCLUDE, BUT IS NOT LIMITED TO SUCH PROPOSED 40'-0"WOOD POLE
MEASURES AS SILT FENCES, STRAW BALE SEDIMENT BARRIERS, AND CHECK 17. WHEN SUB GRADE OR PREPARIED GROUND SURFACE HAS A DENSITY LESS THAN
DAMS. THAT REQUIRED FOR THE FILL II,MATERIAL, SCARIFY THE GROUND SURFACE TO
DEPTH REQUIRED, PULVERIZE,, MOISTURE-CONDITION AND/OR AERATE THE SOILS SHEET TITLE
10. RIP RAP OF SIZES INDICATED SHALL CONSIST OF CLEAN, HARD, SOUND, AND RECOMPACT TO THE REQUIRED DENSITY PRIOR TO PLACEMENT OF FILLS. GENERAL NOTES
DURABLE, UNIFORM IN QUALITY STONE FREE OF ANY DETRIMENTAL QUANTITY OF
SOFT, FRIABLE, THIN, ELONGATED OR LAMINATED PIECES, DISINTEGRATED
MATERIAL, ORGANIC MATTER, OIL, ALKALI, OR OTHER DELETERIOUS SUBSTANCES. 18. IN AREAS WHICH (E) GRAVEL SURFACING IS REMOVED OR DISTURBED DURING SHEET NUMBER
CONSTRUCTION OPERATIONS, REPLACE GRAVEL SURFACING TO MATCH ADJACENT GN-3