HomeMy WebLinkAbout19-22067 CITY OF ZEPHYRHIL S
5335-8TH STREET
(813)780-0020 22067
BUILDING PERMIT
'1
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 22067 Address: MIS SEE DESCRIPTION HENRY Rr
Permit Type: MISC ZEPHYRHILLS, FL.
Class of Work: RIGHT-OF-WAY Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number:
Improv. Cost: OWNER INFORMATION
Date Issued: 1/19/2 19� Name: ZAYO GROUP LLC
Total Fees: �1 V `o Address: 4041 CRESCENT PARK DR
Amount Paid:(/ RIVERVIEW, FL 33578
Date Paid: Phone:
Work Desc: MIS SEE DESCRIPTION HENRY DRIVE- FEE;WAIVED
CONTRACTORS APPLICATION FEES
YOUNG'S COMMUNICATION CO INC
Ins ections Re uired
FOOTER 2ND ROUGH PLUMB MISC 1 INSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications Must Accompany Application. All work shall be performed in accordance with
City Co and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
&-, &Z4��
CO TRACTOR NATURE PERMIT OFFI R
PERMI EXPIRES N 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
I
r t
JL_TAMPA_BB_050_ZEPHYRHILLS_A2G0082A I
EMERGENCY
CONTACT
BRANDON GAETA
321-506-1431 CITY OF ZEPHYRHILLS — BUILDING DEPARTMENT
RIGHT-OF-WAY USE RERMIT
DATE: 11/04/2019 PERMIT#:
No construction under ground or above ground of any facility shall be accomplished on any City Rights of Way without written approval
from the City Building Department. Any application for approval of construction operations on any City owned Rights of Way shall
furnish a detailed drawing showing the complete scope of the proposed work in triplicate to the office of the Building Official for
approval prior to the commencement of any work. A copy of this permit is to be kept readily available at the site of the work at all
times.
PARCEL ID#: 38031 CITY ROAD_HENRY DR.
LOCATION (Legal Description):38122 HENRY DR. DIRECT ZONAL BORE(3) 1-1/4"SUBDUCTS WITH
1-144FOC CABLE INSIDE ONE OF THEM. 2353'TOTAL FOOTAGE OF BORE WITH PLALCEMENT OF
(2)24"xW"x30" HANDHOLES
Permission is hereby granted to Y-COM COMMUNICATIONS_of _MELBOURNE, FL. For the
construction and maintenance of :CUCO-57425
GALL BLVD&NORTH AVE.AND ALSO 8T"ST
Subject to the following conditions:
1. The construction and maintenance of such utility shall not interfere with the property and rights of a prior occupant.
2. All work shall be done in keeping with the standards of the City Streets Department and under the supervision of the
City Building Official,who will be notified at least one day prior to commencement of construction.
3. All materials and equipment shall be subject to inspection by the City Building Official.
4. During construction all safety regulations of the Department of Transportation shall be observed and the City shall be
relieved of all responsibility from damage of any nature arising from this permit. Subject to the same terms and
conditions,the permit holder may take such safety measures,including placing and display of caution signs,as it may
deem necessary in conduct of construction and maintenance work hereunder. It is the responsibility of the permittee
to????
5. All private and all City property shall be restored to its original condition as far as practical in the opinion of the City
wiBuilding Official.
6. All underground crossing installations shall be laid at such depth as may be specified by the City Building Official.
7. The sketch covering the details of this installation shall be made a part of this permit. This permit is granted with the
understanding that the applicant has notified all other utility users in the area covered by the permit and takes full
responsibility for any damage incurred by prior installations as a result of his operations in order that they may safe
guard their interests.
8. It is expressly stipulated that this permit is a license for permissive use only and that the placing of facilities upon public
property pursuant to this permit shall not operate to create or to vest any property right in said holder.
9. Whenever the City decides to further exploit the City Rights of Way,any or all said poles,wires,pipes,cables,or other
facilities and appurtenances authorized hereunder,shall be Jimmediately removed from said Rights of Way,or reset or
relocated thereon as required by the City Building Official at the expense of the holder of this permit.
10. The holder shall save and keep the City harmless from arjy and all damages, claims,or injuries that may occur by
reason of the construction,maintenance,and operation of said facility.
11. The holder shall complete the requested work within 5 I days or this permit shall become null and void. In the
event the work requested is not completed upon the expiiration.date of this permit, the City shall have the right to
complete such work and to charge the holder of the permit for all costs incurred in completed said work.
12. The holder shall post a cash or surety bond with the City Manager in the sum of$ dollars to guarantee
performance of the obligations herein,and to guarantee maintenance of the right-of-way described herein for a period
of one(1)year following completion of the requested installation. In the event a surety bond is posted,the surety bond
shall be made payable to the City and shall obligate the surety to hold the City harmless in the event the holder of this
permit should fail to meet any of its obligations hereunder) The bond shall also indemnify the City for all court costs
and reasonable attorneys fees in the event legal action is required to collect on said bond.
SUBMITTED BY:
(PERMITTEE)_,ZAYP GROUP/KCI TECHNOLOGIES
Signature&Title /COMMUNICATIONS DESIGN
Address 4041 CRESCENT PARK DR. RIV RVIEW, FL. 33578
APPROVED BY:
CITY OF ZEPHYRHILLS
Utilities Supervisor—(ZDate I'-114 " " Af ti
Public Works Date q5 Aiooy I� � J
Building Dept Date
City Manager Date
O P K 1 k-e- Sod LOLL >LS�L) P,�06 -4� K
Utility Notification Letter
Zayo
Jon Ray
4830 W Kennedy Blvd
Tampa, FL 33609
813-417-2184
DATE: 11/04/2019
To: Design ticket to Owners of all Utility Installation and Structures
Reference: Zayo Design Project
Ticket#308902653
To whom it may concern:
This DESIGN TICKET is to advise you that KCI Engineering has notified utilities listed on the
Sunshine 811 Ticket and will not be needing actual locates in the field at this time.
The proposed work location is located at:
STARTING AT THE N.E.CORNER OF GALL BLVD AND NORTH AVE 1200' TO 8TH
ST-THEN TURN NORTH ON THE EAST SIDE OF ROAD FOR APPROXIMATELY 1300'TO
38122 HENRY DR. AND THAT'S WHERE THE EXISTING TOWER IS SITTING.STOP
If no response is received within 15 working days from the date of this letter, we will consider
this is a "no conflict" on your part. If you have questions please call Bill Albee 941-504-3274 or
William.albee-cw(aD-kci.com
William Albee
KCI Technologies
4041 Crescent Park Dr.
Riverview, FL 33578
Cc:
CHARTER COMMUNICATIONS
CITY OF ZEPHYRHILLS
DUKE ENERGY-ST, PETERSBURG
FRONTIER COMMUNICATIONS
PASCO COUNTY TRAFFIC OPERATIONS
TECO PEOPLES GAS
WITHLACOOCHEE RIVER ELECTRIC COOPERATIVE
City RIVERVIEW State: FL Zip: 33578
Caller WILLIAM ALBEE Phone: 941-504-3274
BestTime: 0500
Email : WILLIAM.ALBEE-CW@KCI.COM
Submitted: 11/04/19 09:08ET Oper: WIL Chan: WEB
Mbrs : BE1783 CZ1084 FPC314 GT1722 PAS817 PGSTAM WRE845
Service {
Area Service Area Name ' Contact ' Phone Numbers _ Utility Type
Code I.
BE1783 CHARTER MIKE Day: (813) 862 - 0522 x84263 FIBER, CABLE
COMMUNICATIONS KIKER* Alt: (863) 581 - 5730
CZ1084 CITY OF BRUCE Day: (813) 780 - 0000 x3567 WATER,, SEWER
ZEPHYRHILLS SELLERS Alt: (813) 714 - 6313
1
FPC314 DUKE ENERGY - ST STEPHANIE Day: (407) 905 - 3376 ELECTRIC
PETERSBURG OLMO
GT1722 FRONTIER TONI Day: (813) 875 - 1014 CAN,
COMMUNICATIONS CANNON COMMUNICATION
LINES
PAS817 PASCO COUNTY JACK Day: (727) 847 - 8139 TRAFFIC
TRAFFIC KING CONTROL,
OPERATIONS STREET LIGHTS
DIVISION
PGSTAM TECO PEOPLES JOAN Day: (813) 275 - 3783 GAS
GAS-TAMPA DOMNING
WRE845 WITHLACOOCHEE MICHAEL Day: (352) 588 - 5115 x1131 ELECTRIC
RIVER ELECTRIC GULVIN
COOPERATIVE
• YOUR TICKET NUMBER IS 308902653.
JL_TAMPA_BB_50_ZEPHYRHILLS_A2G0082A_1
Ticket : 308902653 Rev:000 Taken: 11/04/19 09:08ET
State: FL Cnty: PASCO GeoPlace: ZEPHYRHILLS
CallerPlace: ZEPHYRHILLS
Subdivision:
Address :
Street GALL BLVD
Cross 1 GALL BLVD
Within 1/4 mile: Y
Cross 2 : NORTH AVE
Locat: STARTING AT THE N.E.CORNER OF GALL BLVD AND NORTH AVE 1200' TO 8TH
ST-THEN TURN NORTH ON THE EAST SIDE OF ROAD FOR APPROXIMATELY 1300' TO
38122 HENRY DR. AND THAT'S WHERE THE EXISTING TOWER IS SITTING.STOP
Remarks : SEND AS-BUILTS TO WILLIAM.ALBEE-CW@KCI.COM
IN RESPONSE TO RECEIPT OF A DESIGN TICKET, SSOCOF PROVIDES THE ORIGINATOR
OF
THE DESIGN TICKET WITH A LIST OF SSOCOF MEMBERS IN THE VICINITY OF
THE
DESIGN PROJECT. SSOCOF DOES NOT NOTIFY SSOCOF MEMBERS OF THE RECEIPT
BY
SSOCOF OF A DESIGN TICKET. IT IS THE SOLE RESPONSIBILITY OF THE
DESIGN
ENGINEER TO CONTACT SSOCOF MEMBERS TO REQUEST INFORMATION ABOUT THE
LOCATION OF SSOCOF MEMBERS' UNDERGROUND FACILITIES. SUBMISSION OF A
DESIGN TICKET WILL NOT SATISFY THE REQUIREMENT OF CHAPTER 556,
FLORIDA
STATUTES, TO NOTIFY SSOCOF OF AN INTENT TO EXCAVATE OR DEMOLISH.
THAT
INTENT MUST BE MADE KNOWN SPECIFICALLY TO SSOCOF IN THE MANNER
REQUIRED BY
LAW. IN AN EFFORT TO SAVE TIME ON FUTURE CALLS, SAVE YOUR DESIGN
TICKET
NUMBER IF YOU INTEND TO BEGIN EXCAVATION WITHIN 90 DAYS OF YOUR
DESIGN
REQUEST. THE DESIGN TICKET CAN BE REFERENCED , AND THE INFORMATION
ON IT
CAN BE USED TO SAVE TIME WHEN YOU CALL IN THE EXCAVATION REQUEST.
*** LOOKUP BY MANUAL ***
Grids 2814A8211C 2814AS211D 2814BS211C 2814B8211D
Work date: 11/04/19 Time: 09:29ET Hrs notc: 000 Category: 6 Duration:
UNKNOWN
Due Date : 11/06/19 Time: 23:59ET Exp Date : 12/04/19 Time: 23:59ET
Work type: BURY CABLE, DIRECTIONAL BORE Boring: U White-lined: U
Ug/Oh/Both: U Machinery: N Depth: 0 Permits: U N/A
Done for ZAYO
Company KCI TECHNOLOGIES INC Type: CONT
Co addr 4041 CRESCENT PARK DR
INFORMATION IN THIS DOCUMENT IS
PROPRIETARY AND CONFIDENTIAL AND
SHALL NOT BE USED COPIED,
BLUE RING-JL TAMPA BB 0 5 0 REPRDDUZAY DISCLOSED
LOS .WITHOUT
PRIOR
y RIEN CONSENT OF
ZAYO FIBER GROUP.
BLUE RING
TAMPA 050 ZEPHYRHILLS A2GO082A 1 OWNER,TENANT:
APPROVING AUTHORITY:
GENERAL CONTRACTOR:
Wood Dale
MATERIAL LIST UANTITI
Mobile Home Park CEDAR RIDIG (1)144CT FOC•BZFO(FT.) 2353'
E re
6actan Ave I C E C 0 N D O 1 (1)144CT FOC-ZF3P(FT.) I)'
awerA WHIdfl +re Winn-Dixie K.E
(3)1-1/4"HOPE DUCT(FT.) 2353'
CVSQ STADIUM PARK SLEEPY HOLLOW Hanc 24"X38"XS6HANDHOLE 2
MOBILE ESTATES SLACK COIL(Fr) 200'
FQilel R0' Eland Blvd ® ® (1)#10 TRACER 1MRE(FT.) i23S3'
LAURELWOOD LITTLE ACR ZEPHYR PARK
ES � � a
AT SILVER OAKS T�N(aaroerrt R
I. Zephyrhllls High School 9M� ; Ave
SILVER OAKS FLORIDA.'
VILLAGE FILM O PARK ce ( TRAILER ESTATE
TOWNHAMES r=`
Henry Dr Henry Dr Henry Dt
9 East Pasco Fly YMfaR PARKVIEW R K V I E W Heartland of Ze ills .
ACRES ZEPHYR BR
GREEN HILLS
ESTATES
Nilliams k 18th Axe trescem Dr CmscamOr
nt store si ed States OAK PARK
ja al Service (2
Geiger Rd Noril Ave North Ave
Ct1rrm I Dr
p �1p FOREST VILLAS
Iii
•T E DI G E W O O D t 5th Ave b �., ,Qs4 p't�
MANOR
DOWNS ,�
E ADDITION
ct :DI TO CITY OF Bank of America
FInancial Center !1 RB Stewart
ZEPHYRHILLS � �y IvliddleSchooI HEA1
J VA
REVISIONS CONSTRUCTION FIRM
DATE: DESCRIPTIONS: BY:
COVER SHEET
KCI TECHNOLOGIES INC.
4041 Crescent Park Drive,
Riverview,40 23078
MANAGER: TEL 813-740-2300 SHEET NAME:TAMPA 050 ZEPHYRHILLS A2G00BZA_1 TOWN-STATE:ZEPHYRHILLS,FL COUNTY: PASCO
FAX 813-740-0158 G R ;AY0
�M� � PHONE: www.kci.com DRAFTER: HERRICK S SCALE: N.T.S. SHEET: 1 OF 6 REVISION: 0
OVERHEAD GUY - -- L E G E N D
NEW TRENCHED FOC IN DUCT (TZFO) TZFO
PUSH BRACE - 4 -PB N
NEW ZAYO FIBER IN 3RD PARTY DUCT (ZF3P) - ZF3P
POLE TO POLE GUY --T NORTH ARROW
NEW DIRECT BURIED FOC (DZFO) DZFO
EXISTING ANCHOR & GUY
PROPOSED ANCHOR I GUY NEW BORED FOC IN DUCT (BZFO) BZFO
JOINT USE POLE
ANCHOR ONLY -- ^ EZFO
EXISTING ZAYD FO (EZFO)
FIRE HYDRANT (FH) GROUNDED POLE CMGNV> RAILROAD TRACKS
STREET LIGHT (SL) TRANSFORMER ON POLE FENCE — x X
POWER POLE X n n n
TRAFFIC LIGHT (TL) GUARDRAIL
GAS VALVE (GV) ® CENTERLINE C/L
rouw- xxx
FIBER POLE RISER ®°g"`'• '
WATER VALVE/METER 8 ® RIGHT-OF-WAY R/W
' B CITY, COUNTY OR STATE BOUNDARY LINE
RAILROAD XING SIGNAL �' SPLICE ENCLOSURE
RAILROAD SIGNAL
PROPERTY LINE P/L
FIBER ACCESS POINT CI] STEAM LINE STU----
MILE MARKER POST ® (MH/HH/PB/VAULT)
OIL LINE OIL
�� FIBER LOCATE PEDESTAL
UNDERGROUND GAS LINE �-
TREE w`"
UNDERGROUND WATER LINE
BUSH 0 FIBER MARKER PEDESTAL
UNDERGROUND ELECTRIC LINE
TOP OF SLOPE T
XXXX UNDERGROUND TELCOM LINE
CENTER TO CENTER FOOTAGE
TOE OF SLOPE TV-
UNDERGROUND CATV
DITCH LINE -""�D/L SLACK SPAN --' " UNDERGROUND SEWER LINE Ste`-
CATCH BASIN UNDERGROUND STORM DRAIN LINE SD_
RMR
12' BUILDING TEXT ap ADDESS
UNDERGROUND UNKNOWN UTILITY UNK
TE
CULVERT
pM1ER
CLLI
® FACE OF CURB
CAUTION FIBER TERMINATION PANEL CA "�
CAUTION NOTE aUos EDGE OF PAVEMENT
OPTIC CABLE ING RACK JN°
M UNT
4'X10' BORE PIT m
REVISIONS CONSTRUCTION FIRM
DATE, BESCRIPfIONS, BY$ LEGENDS
KCI TECHNOLOGIES INC.
4041 Crescent Park Drive,
Riverview,FL 33578 SHEET NAME:TAMPA ZE HILLS A2G00B1J1 1 TOVN�STATE:ZEPHYRHILLS,FL COUNTY: PASCO
MAWAGER� FAX 813-740-0358 G R lz;Ayo
FAX 813-740-0158 DRAFTER: HERRICK S 1 SCALE: N.T.S. SHEET: 1B OF 8 REVISION: 0
PHONE, www.kd.com
CONSTRUCTION NOTES GENERAL NOTES
1. GENERAL NOTES SHALL APPLY TO ALL DRAWINGS.
1. WHERE TRENCHING TECHNIQUES ARE USED THE MINIMUM DEPTH TO THE
TOP OF CONDUIT WILL BE 48' UNLESS APPROVED BY THE PROJECT ENGINEER. 2. ALL WORK SHALL COMPLY WITH APPLICABLE STATE, COUNTY, & LOCAL REGULATORY AGENCIES. INCLUDING BUT
NOT LIMITED TO OSHA, FDOT, ETC.
2. ALL EXCAVATIONS WILL HAVE FIBER OPTIC WARNING TAPE INSTALLED A MINIMUM OF 11'
BELOW FINAL 3. THE CONTRACTOR SHALL CONTACT THE ADJACENT PROPERTY OWNERS A MINIMUM
OF 12 HOURS IN ADVANCE OF CONSTRUCTION AT THE WORK SITE.
3. WHENEVER DIRECTIONAL BORING IS UTILIZED TO INSTALL CONDUITS ALL 4. ALL TRAFFIC CONTROL DEVICES SHALL BE IN PLACE BEFORE WORK IS STARTED.
EXCAVATIONS SHALL BE BACKFILLED PER MUNICIPALITY REQUIREMENTS. DEVICES NO LONGER REQUIRED SHALL BE REMOVED AS SOON AS POSSIBLE.
4. UTILITIES SHOWN ARE FOR DESIGN PLANNING PURPOSES ONLY. CONTRACTOR IS TO FOLLOW THE FL 811 ONE CALL 5. PEDESTRIAN TRAFFIC MAINTAINED AT ALL TIMES. PEDESTRIANS
SYSTEM REQUIREMENTS FOR THE MARKING OF ALL EXISTING UTILITIES AND WORK TO RESOLVE CONFLICTS WITH THE MAY D NOT BE REROUTED AREASSTO MUST BE EE PROPENTY OR INTO IMESSTREETS.
FIELD ENGINEER. THE CONTRACTOR SHALL NOT RELY UPON ANY UTILITY LOCATION SHOWN ON THE PLAN AS A
REPRESENTATION OF A UTILITY LOCATION OR ABSENCE OF EXISTING UTILITIES. CONTRACTOR IS TO TEST PIT AND 6. NO EQUIPMENT OR MATERIALS BE STORED OR PERMITTED TO STAND
EXPOSE ALL UTILITIES ALONG THE PROPOSED ALIGNMENT PRIOR TO BEGINNING OF EXCAVATION, BORING OR PLOWING. UNPROTECTED UIPM WHERE TRAFFIC E IS SHALL BE MAINTAINED.
5. CONTACT FLORIDA 811 72 HOURS IN ADVANCE OF
CONSTRUCTION AT 800-432-4770 FOR LOCATION OF BURIED UTILITIES. 7. NO EQUIPMENT OR MATERIALS SHALL BE STORED ON ROAD SURFACE DURING
NON-WORKING PERIODS.
6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE ALL TRAFFIC LOOPS LOCATED. CONFIRM WITH ZAYO, WITH 8. NO EQUIPMENT OR MATERIALS SHALL BE STORED ON SIDEWALK AT ANY TIME.
MUNICIPALITY CORRESPONDENCE, THAT ALL TRAFFIC LOOP LOCATIONS HAVE BEEN COORDINATED FOR MARKING.
7. AT THE END OF EACH WORK DAY CONDUIT CAPS WILL BE PLACED ON ALL VACANT DUCTS. 9. EXCAVATION MATERIAL SHALL BE STORED AWAY FROM THE PAVED ROADWAY.
ALL SPILLED MATERIAL WILL BE REMOVED IMMEDIATELY.
8. A MINIMUM BENDING RADIUS OF 24' FOR FIBER CABLE WILL BE ADHERED TO. 10. EXISTING SIGNS, DELINEATORS, GUARDRAILS, MARKERS, TREES, SHRUBS, FENCES,
9. MAXIMUM CABLE INSTALLATION TENSION SHALL NOT EXCEED 600 POUNDS. WALKS, STEPS, ETC., THAT ARE DISTURBED BY THIS CONSTRUCTION SHALL BE
REPLACED OR RESTORED TO THEIR ORIGINAL CONDITION OR TO THE SATISFACTION
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND STORAGE OF ALL OF THE INSPECTING ENGINEER, PROPERTY OWNER, CITY, COUNTY, STATE AND/OR ANY OTHER AGENCY HAVING
SHRUBBERY TO BE REPLACED. AUTHORITY/JURISDICTION.
11. RESTORATION OF THE CONSTRUCTION AREA TO ORIGINAL OR BETTER CONDITION SHALL 11. CITY, COUNTY, STATE ROAD SIGNS, DELINEATORS, GUARDRAILS, ETC. SHALL NOT BE REMOVED. WRITTEN
BE THE RESPONSIBILITY OF THE CONTRACTOR. PERMISSION SHALL BE REQUIRED PRIOR TO TO ANY
EXCAVATION IN THIS AREA.
12. PLACE 6' OF 3/4' CRUSHED ROCK IN THE BOTTOM OF THE PIT PRIOR TO PLACING THE HANDHOLE.
12. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY, COUNTY,
13. ALWAYS HAND DIG WITHIN 2' OF UTILITIES. STATE SPECIFICATIONS AND STANDARDS.
14. PLACE A COIL OF SLACK IN EACH HANDHOLE/MANHOLE AS SPECIFIED. 13. ALL PERSONS WHO FLAG TRAFFIC ON STATE RIGHT-OF-WAY MUST BE CERTIFIED.
15. EXCAVATE OUTSIDE THE DRIP LINE OF ALL TREES TO PREVENT ROOT DAMAGE. 14. ALL SURFACE AND SUBSURFACE RESTORATION IS TO BE IDENTICAL TO THE
ADJACENT UNDISTURBED AREAS.
16. CONSTRUCTION MATERIALS AND STAGING AREAS ARE NOT PERMITTED WITHIN 25' BUFFER ZONE OF 15. THE CONTRACTOR IS RESPONSIBLE FOR ANY UTILITY DAMAGES. WHEN ANY PERSON
WETLANDS, CREEKS, AND DAMAGES A UTILITY LINE OR PROTECTIVE COATING DURING EXCAVATION OR DEMOLITION THE ONSITE FULTON
17. THE CURB AND GUTTER IS NOT TO BE DISTURBED WITHOUT PRIOR APPROVAL COUNTY INSPECTOR AND THE AFFECTED UTILITY WILL BE NOTIFIED.
18. IN THE EVENT THAT IT IS NECESSARY TO REMOVE ANY PORTION OF THE CURB AND GUTTER, IT 16. ON ALL WORK ASSOCIATED WITH MUNICIPALITY PROJECTS THE RESIDENT ADMINISTRATOR OF THAT MUNICIPALITY
IS TO BE REPLACED SEAM TO SEAM IN A MATCHING CONFIGURATION TO THE ADJACENT CURB MUST BE NOTIFIED AT LEAST 48 HITS BEFORE STARTING WORK.
AND GUTTER. 17. CONTRACTOR IS RESPONSIBLE FOR ALL COMPACTING AND
19. ALL CONSTRUCTION WITHIN RIGHT OF WAYS TO BE IN ACCORDANCE WITH THE UTILITY SEDIMENT CONTROL REGULATIONS.
ACCOMODATION MANUAL AID/OR SPECS. " NO HANDHOLES ARE TO BE PLACED WITHIN DITCHUNES.
REVISIONS CONSTRUCTION FIRM
DATE, DESCRIPTIONS BYE
CONSTRUCTION AND GENERAL NOTES
KCI TECHNOLOGIES INC.
4041 Crescent Park Drive,
i Riverview,FL 33578
MANAGER' TEL 813-740-2300 SHEET NAME:TAMPA_050 ZEPHYRHILLS_A2G0082A 1 TOVIM-STATE:ZEPHYRHILLS,FL COUNTY: PASCO
FAX 813-740-0158 G R Z;Ayo
PHONES X DRAFTER: HERRICK S 1 SCALE: N T.S. SHEET: 1C OF 6 REVISION: 0
TYPICAL TRENCH:
6M 1N. N.T.S.
GROUND LEVEL
0. 2 BACKFILL - 8' LAYERS NO. 2 BACKFILL - TAMPED AND WATERED
TAMPED AND WATERED IF TRENCH IS DEEPER THAN 12" •
MIN.
WARNING TAPE 3000 PSI CONCRETE '' 2" MIN.
NO. 1 BACKFILL - COMPACTED 0 95X 6" HIM. DEPTH
48 MIN. DEPTH
24' HDPE AS O
SPECIFIED
NATURAL ROCK
MIN.4'
0.1 BACKFILL - COMPACTED 095%
TRENCH IN ROCK
r--7
AS SPECIFIED
BACKFILL - COMPACTED 095%
MIN. 2'
go-COMPACTED EARTH
TRENCH IN SOIL
II
CONSTRUCTION NOTES:
1. NO. 1 BACKFILL WILL BE CLEAN NATURAL SAND WHICH
IS FREE OF DEBRIS AND HAS BEEN SIEVED THROUGH A
NO. 16 SEIVE. PULVERIZED CLAY WILL NOT BE USED.
2. NO. 2 BACKFILL WILL BE EARTH WHICH IS FREE FROM
DEBRIS, CINDERS AND ROCKS MEASURING 4 INCHES,
(10CM), OR GREATER ACROSS THEIR LARGEST
DIMENSION.
3. A WATERPROOF SEALING PLUG WILL BE AROUND THE
FIBER OPTIC CABLE TO SEAL THE OPENING IN THE
CONDUIT.
4. A MINIMUM OF 6" OF NO.1 BACKFILL SHALL COVER THE
CONDUIT IN THE AREAS OF HANDHOLE EXCAVATION.
THIS COVER WILL TRANSITION TO 4" AROUND
TRENCHING EXCAVATION.
REVISIONS CONSTRUCTION FIRM
DATE, DESCRIPTIONS' BY' ayo
K TYPICAL TRENCH DETAIL
KCI TECHNOLOGIES INC.
4041 Crescent Park Drive,
Riverview,FL 33578
MANAGER' TEL 813-740-2300 SHEET NAME:TAMPA 050 ZEPHYRHILLS A200082A 1 TOWN STATE:ZEPHYRHILLS,FL COUNTY: PASCO
FAX 813-740-0158 G R py
PHONE- www.kci.com DRAFTER: HERRICK,S SCALE: N.T.S. SHEET: 1OOF6 8 REVISION: 0
TYPICAL BORE :
N.T.S.
PAVEMENT SURFACE, TYPICAL PAVENT SURFACE. TYPICAL 12'
EOP E
HOPE AS SPECIFIED
48' MINIMUM COVER HOPE AS SPECIFIED
EOP
TYPICAL PROFILE f BORE REQUIREMENTS
PLAN VIEW PLACING CONDUIT
TYPICAL CONDUIT REQUIREMENTS
COUNT FIBER AS SPECIFIED
-.- REVISIONS CONSTRUCTION FIRM
DATES DESCRIPTIONS BYE
TYPICAL BORE DETAIL
KCI TECHNOLOGIES INC.
4041 Crescent Park Drive,
Riverview,FL 33578
IfilrYl�rN19_L MANAGERI TEL 813-740-2300 SHEET NAME:TAMPA 050 ZEPHYRHILLS_A2G0082A 1 TOWN-STATE:ZEPHYRHILLS,FL COUNTY: PASCO
Y� f PHONE, F�kci cm 58 CROUP DRAFTER: HERRICK,S j SCALE: N.T.S. SHEET: 1E OF 6 REVISION: 0
TYPICAL UTILITY CROSSING:
N.T.S. UTIUTY CROSSING DETAIL
UTILITY CROSSING DETAIL GROUND STORM_CULVERS
LEVEL
GROUtq LEVEL
R Cw
ALL EXISTING UTILITY 18r MINIMUM
HOPE AS SPECIF�D
HDPE AS SPECIFIED
18' MINIMUM
GROUND LEVEL
GROUND LEVEL END SECTION
18' MIIUM
•
48' MIN.
T� Z NDPE AS SPECIFIED
I AS SPECKED DITCHUNE DETAIL
6 18' MINIMUM GR
ALL EXISTING UTRITY I -
C1N
48' MINIMUM
FffUTIUTIES
OF 18' SEPARATION IS REQUIRED BY OTHER UTILITY COMPANIE
2. NCLUDE BUT ARE NOT UMITED TO WATER, GAS, SEWER AND
REVISIONS CONSTRUCTION FIRM
DATE) DESCRIPTIONS, BYS
TYPICAL UTILITY CROSSING DETAIL
KCI TECHNOLOGIES INC.
4041 Crescent Park Drive,
Riverview,FL 33578
�
MANAGER' TEL 813-740-2300 SHEET NAME:TAMPA 050 ZEPHYRHILLS_A2G0082A 1 TOWN-STATE:ZEPHYRHILLS,FL COUNTY: PASCO
p
�//� ! PHOrIE, F www kG��rr1i 58 C R ;Ayo
DRAFTER: HERRICK.S SCALE: N.T.S. SHEET: 1 F OF 8 REVISION: 0
48" X 48" X 36" HANDHOLE DETAIL
N.T.S. SLOT
COVER 2 PC.
NON SKID SURFACE
48" 48" FRAME
LOCATABLE
BOx I \ C
� To
SECTION A-A 3 REINF. RIB SECTION B—B
B
A CR-e A
fl1
ggsi x
dE
- /TT .
•
•t
LOCK DOWN (2x)
I U
VIEW C 3.
OPEN BOTTOM
B
PROFILETOP VIEW 1. PLACE 6. OF 3/4' CRUSHED ROCK IN THE BOTTOM OF THE EXCAVATION.
2. WIRE MESH (TWO SQUARES PER INCH) SHALL BE PLACED OVER THE ROCK. IT WILL BE NECESSARY
TO CUT OPENINGS FOR HOPE IN WIRE MESH.
475/8" 3. HANDHOLE WILL BE SET FLUSH WITH EXISTING GRADE AND IN UNE WITH & CENTERED OVER R/L ZAYO HANDHOLE
A BAgffIIIED AS PER TYPICAL NATIVE SOIL
4. HOPE SDR 11 CONDUIT SHALL BE PLACED IN THE CORNERS OF HANDHOLE.
5. TERMINATE THE HOPE CONDUIT A MINIMUM OF SIX (6) INCHES ABOVE THE WIRE MESH. DO NOT
TERMINATE HOPE SDR 11 CONDUIT MORE THAN EIGHT (5) INCHES ABOVE THE WIRE MESH.
6. PLACE EXPANSION PLUGS IN ALL CONDUITS.
7. 95% COMPACTION IN 6' LIFTS OR 2 SACK MIX AROUND WINDHOLE. WIRE MESH
& NO NAND 4M ARE TO BE PLACED WITHIN THE DITCHU NE. 6 OF OCK
CRUSHED ROCK VARIES
COVER HDPE SIZE AS SPECIFIED
REVISIONS CONSTRUCTIIMI FIRM ayo
DATE, BESCRIPTIONSt BYE
HANDHOLE DETAIL
KCI TECHNOLOGIES INC.
4041 Crescent Paris Drive,
Riverview,FL 33578
MANAGERS TEL 813-740-2300 SHEET NAME:TAMPA 050_ZEPHYRHILLS_A2G0082A 1 TOVVN-STATE:ZEPHYRHILLS,FL COUNTY: PASCO
F U 58 G R OP
PN1 www.kci.com DRAFTER: HERRICK,S SCALE: N.T.S. SHEET: IG OF 6 REVISION: 0
1{ 1
TYPICAL COTT MARKER:
N.T.S.
CABLE MARKER,LABEL&PLACEMENT
4.0.0
SIGN ID. NUMBER SL- I - - . -
I I I I I
FOR FREE CABLE
LOCATION SERVICES CALL
OOTPILA X fl AZZ.ATION GU Lr
STATE ONE CALL AGENCY w TA N= I
PHONE NUMBER
SLPPQRTFC$T AAPBurAVAA'YE SLAPOESTEDHOLE
LxAAET6L OlME7EN LttPTH
239' 31,7 2FEET
I'V. E
31,7 41Q 2.3 FEET SLACKSTRFE
FAILURE TO COMPLY 2-3`EET \`
WILL RESULT IN es� 81 3-4FEEr
LEGAL ACTION
FOR DHECT CONTACT WITH:
ASPEN
ZAYO FLAST)CAN "W'
I^3sO.D
ICI
GENERAL PLACEMENT NOTES
OfG.AUGER ORPLWCHA HOLE TO THEDEPTHAND D14WIER
AS AWWATED NTA&E 1. WSIEEL UCMAN l FOSTMAYBEPLACED
FEET cOTTMAmf RASSEAWYON TOP OPHOLE WMPLASTIC TOEIJEPTHAAO COTTMAMERPLACED OVER POST
ANCHOR AVPLACE. AND SECL LMMBOLTLE LOW GRADE.
PUSHC0TT MRKERASSEAELLYTOBOTTOIIIOFHOLE
ALKLNCOTIMARIBrSTRApHTWNOLE IHENBACIffLL AND TAAPEARM
REVISIONS CONSTRUCTION FIRM
DATE' DESCRIPTIONS[ BYL
CHNOavo HANDHOLE DETAIL
KCI TELOGIES INC.
4041 Crescent Park Drive,
Riverview,FL 33578
bdm MANAGER[ TEL 813-740-2300 SHEET NAME:TAMPA 050 ZEPHYRHILLS_A2G00820 1 TOWN-STATE:ZEPHYRHILLS,FL COUNTY: PASCO
Uri FAX 813-740-0158 u R O U P
PHONE' www.kci.com DRAFTER: HERRICK,S SCALE: N.T.S. SHEET: 1H OF 8 REVISION: 0
INFORMATION IN THIS DOCUMENT IS
PROPRIETARY AND CONFIDENTIAL AND
SHALL NOT BE USED COPIED,
REPRODUCED,OR DISCLOSED WITHOUT
PRIOR WRITTEN CONSENT OF
ZAYO FIBER GROUP.
BLUE RING
OWNERITENANT:
APPROVING AUTHORITY:
GENERALCONTRACT0ft
MATERIAL LIST UANTI
SEE SHEET 02 OF 6 TO MATCH SURVEY STA:48+53
(1)144CT FOC-BZFO(FT.) 107'
(1)144CT FOC-ZF3P(FT.) 0
(3)1-114"HOPE DUCT(FT.) 107'
f� 24"X36'X38"HANDHOLE 0
.•, SLACK COIL(FT.) 0
TRENCH/DIRECTIONAL BORE
(1)#10 TRACER WIRE(FT.) 107'
(3)1-1/4"HDPE DUCT
E/W 144CT FIBER CABLE
BEGIN PERMIT
STATION 47+46
PERMIT-FEDVIA
SEPARATE INSTRUMENT
NOThS
st
MIST
L c r
ALL HANOHOLES ARE TO BE FLUSH MOUNTED
TRAFFIC CONTROL PLAN PER CURRENT EDITION OF FOOT
MAINTENANCE OF TRAFFIC STANDARDS.
ALL CONSTRUCTION WITHIN RIGHT OF WAYS TO BE IN
ACCORDANCE WITH THE FOOT UTILITIES ACCOMMODATIONS
MANUAL AND/OR FOOT SPECIFICATIONS.
CAUTION
RIGHTS-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION
AND THE LATEST COUNTY RECORDS AVAILABLE.IF FURTHER
ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY
REVISIONS CONSTRUCTION FIRM 0 JL_TAMPA_BB_050
DATE: DESCRIPTIONS: BY: TAMPA 050 ZEPHYRHILLS A2G0082A 1
OW102079 PRQIAAINARY-DESKiN SH _ � _
KCI TECHNOLOGIES INC. BLUE RING
4041 Crescent Park Drive,
Riverview,FL 33578
I g MANAGER: # TEL 813-740-2300 SHEET NAME:TAMPA 050_ZEPHYRHILLS A2G0082A_1 TOWN-STATE:ZEPHYRHILLS,FL COUNTY: PASCO
Cd � PHONE: # FAX 813 0-0m158 G R O U P DRAFTER; HERRICK S SCALE: 1:50 SHEET: 2 OF 8 REVISION: 0
INFORMATION IN THIS DOCUMENT IS
PROPRIETARY AND CONFIDENTIAL AND
SHALL NOT BE USED COPIED,
REPRODUCED,OR DISCLOSED WITHOUT
. PRIOR WRITTEN CONSENT OF
ZAYO FIBER GROUP.
BLUE RING
OWNERITENANT:
APPROVING AUTHORITY:
GENERAL CONTRACTOR:
MATERIAL LIST UANTfl
I �F (1)144CT FOC-BZFO(FT.) 617'
R (1)I44CT FOC-ZF3P(FT.) 0
1 (3)1-114 HOPE DUCT(FT.) 617'
24X38X38"HANDHOLE 0
TRENCH/DIRECTIONAL BORE SLACK COIL(FT.) 0
vy (3)1-1/4"HDPE DUCT
(1)#10 TRACER WIRE(FT.) 617'
ENV 144CT FIBER CABLE
BORE PIT +�
i O STATION 50+20
<
O
W
CO
rn
NUES
e ,
ALL HANDHOLES ARE TO BE FLUSH MOUNTED
N
TRAFFIC CONTROL PLAN PER CURRENT EDITION OF FOOT
MAINTENANCE OF TRAFFIC STANDARDS.
ALL CONSTRUCTION WITHIN RIGHT OF WAYS TO BE IN
ACCORDANCE WITH THE FOOT UTILITIES ACCOMMODATIONS
MANUAL AND/OR FOOT SPECIFICATIONS.
CAUTION
RIGHTS-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION
AND THE LATEST COUNTY RECORDS AVAILABLE.IF FURTHER
ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY
REVISIONS CONSTRUCTION FIRM = 0 JL TAMPA BB 050
DATE: DESCRIPTIONS: BY: TAMPA 050 ZEPHYRHILLS A2G0082A 1
osaam�a Prigawarr�RwoEsicw sH — — — —
KCITECHNOLO31ESINC. BLUE RING
4041 Crescent Park Drive,
Riverview,FL 33578
MANAGER: # TEL 813-740-2300 SHEET NAME:TAMPA_050 ZEPHYRHILLS A2G0082A_1 TOWN-STATE:ZEPHYRHILLS,FL COUNTY: PASCO
CU _ I PHONE: # FAX
X 813-740-0158
13-740-158 G R 0 U P DRAFTER: HERRICK,S SCALE: 150 SHEET: 3 OF 8 REVISION: 0
60'
C/L
EOP EOP
8' 36' 36' 8'
48"PROP.DEPTH 48"PROP.DEPTH
FORT KING RD LOOKING NORTH
ROAD BORE PROFILE
N.T.S.
-.-- REVISIONS CONSTRUCTION FIRM ® JL TAMPA BB 050
DATE. DESCRIPTIONS: BY: TAMPA 050 ZEPHYRHILLS A2G0082A 1
,o v�,MsuutvN �, — — — —
KCITECHNOLOGIES INC. BLUE RING
4041 Crescent Park Drive,
_ Riverview,FL 33578
MANAGER: * TEL 813-740-2300 SHEET NAME:TAMP&050 ZEPHYRHILLS_A2G0082A 1 TOVYWSTATE: ZEPHYRHILLS,Fl.COUNTY: PASCO
PHONE: * F 813
com158 GROUP DRAFTER: HERRICK,S SCALE: N.T.S. SHEET: 3A OF 6 REVISION: 0
INFORMATION IN THIS DOCUMENT IS
PROPRIETARY AND CONFIDENTIAL AND
SHALL NOT BE USED COPIED,
REPRODUCED,OR DISCLOSED WITHOUT
PRIOR WRITTEN CONSENT OF
ZAYO FIBER GROUP.
BLUE RING
Fs OWNER/TENANT:
BORE PIT . E
STATION 54+93 � gr APPRovNGAUTHOwTY:
GENERAL CONTRACTOR:
MATERIAL LIST UANTI
gT, .. , ,'
(1)144CT FOC BZFO(FT.) (8Q!
�
(1)144CT FOC-ZF3P(FT.) 0
TRENCH/DIRECTIONAL BORE j TRENCH/DIRECTIONAL
BORE
(3)1-1/4'HOPE DUCT(FT.) 680'
(3)1-1/4"HDPE DUCT EIW 144CT FIBER CABLE 24"X38"X38'HANDHOLE 1
E/W 144CT FIBER CABLE £` SLACK COIL(FT.) 100
(1)#10 TRACER WIRE(FT.) 680'
ff
PLACE(1)24"X36X36'
HANDHOLE,LEAVE 100'SLACK
HANDHOLE STATION 58+23
.s _______________ _____
NQTES
.0 x ALL HANDHOLES ARE TO BE FLUSH MOUNTED
TRAFFIC CONTROL PLAN PER CURRENT EDITION OF FOOT
MAINTENANCE OF TRAFFIC STANDARDS.
ALL CONSTRUCTION WITHIN RIGHT OF WAYS TO BE IN
ACCORDANCE WITH THE FOOT UTILITIES ACCOMMODATIONS
MANUAL AND/OR FDOT SPECIFICATIONS.
CAUTION
RIGHTS-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION
AND THE LATEST COUNTY RECORDS AVAILABLE.IF FURTHER
ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY
REVISIONS CONSTRUCTION FIRM 0
JLTAMPA BB 050
BATE: DESCRIPTIONS: BY: u TAM PA_050 ZEPHYRHILLS A2G0082A 1
09/191Y019 PRELIMINARY-0ESIGN SH +`
KCI TECHNOLOGIES INC. BLUE RING
4041 Crescent Paris Drive,
Riverview,40 33078
MANAGER: # TEL 813-740-2300 SHEET NAME:TAMPA 050 ZEPHYRHILLS A2G0082PL1 TOWN STATE:ZEPHYRHILLS,FL COUNTY: PASCO
Cal Iiu PHONE: # FAX
www.kci.com158 G R O U P
DRAFTER: HERRICK,S SCALE: 1:50 SHEET: 4OF6 8 REVISION: 0
II
ROW ROW
60'
C/L
28' • 32'
EOP EOP
PROP.HH
BORE PIT 13 • 13'
EXISTING EXISTIN
GRADE 8TH ST 5'SW GRADE
PASO COUNTY
-12" PFCC S G -12"
-24"
STING FIBR -24"
" 2" IDPE-DE TH 36"
P CE(3)1- /4"HDPE -36"
-48" ND IT EJ 144 FOC EXISTING TORM
W/4" EAMER. F ' -48"
-6ON POP.48"D PTH MIN.
-60"
-72" -72"
EXISTIN WATER-
-96" 6"PE D PTH 66"
-140' -120' -100' -80 -60 -40 -20' 0 +20' +40' + ' +80' +100 +120 +140
STATION 58 +23 LOOKING NORTH
TYPICAL CROSS SECTION
DEPTHS PROPOSED ARE WHEN DIRECTIONAL BORE IS THE
MINIMUM DEPTHS. METHOD OF INSTALLATION,A MINIMUM OF
24-INCH SEPARATION SHALL BE
ALL SUBSURFACE UTILITIES MAINTAINED FROM ALL EXISTING
SHOWN ARE APPROXIMATE. UTILITIES,ITS/ATMS LINES,AND STORM
UTILITY LOCATES WILL BE DRAIN SYSTEMS WHILE MAINTAINING THE
PERFORMED PRIOR TO MINIMUM REQUIRED DEPTH UNDER
CONSTRUCTION. PAVEMENT OR NON-PAVED GROUND.
REVISIONS CONSTRUCTION FIRM ® JL TAMPA BB 050
DATE: DESCRIPTIONS: BY: -
0920= PRELIMINARY-MISIGN S, TAMPA_050_ZEPHYRHILLS_AZG0082A_1
KCI TECHNOLOGIES INC. BLUE RING
4041 Crescent Park Drive,
Riverview,FL 33578
1�■sW111 M' bdm MANAGER: # TEL 813-740-2300 SHEET NAME:TAMPA 05O ZEPHYRHILLS A2G0082A_1 TOWN-STATE: ZEPHYRHILLS,Fl.COUNTY: PASCO
Iii... FAX 813-7400158 G R O u P
PHONE: # www.kd.com DRAFTER: HERRICK S SCALE: N.T.S. SHEET: 4A OF 6 REVISION: 0
INFORMATION IN THIS DOCUMENT IS
PROPRIETARY AND CONFIDENTIAL AND
SHALL NOT BE USED COPIED,
REPRODUCED,OR DISCLOSED WITHOUT
PRIOR WRITTEN CONSENT OF
• ZAYO FIBER GROUP.
BLUE RING
OVIINER/TENANT:
T APPROVNfi AUTHOWTY.
GENERAL CONTRACTOR:
MATERIAL LIST UANTI
(1)144CT FOC-BZFO(FT.) 630'
(1)144CT FOC-ZF3P(FT.) 0
(3)1-114"HOPE DUCT(FT.) 630'
24"X38"X36"HANDHOLE 0
ro f° SLACK COIL(FT.) 0
TRENCH/DIRECTIONAL BORE
(3)1-1/4"HDPE DUCT ao (1)#10 TRACER WIRE(FT.) 630'
BORE PIT ENV 144CT FIBER CABLE BORE PIT
STATION 63+06 STATION 67+19
Co
1-
o
m o i
C
o
W W
ii
W$
W ` UI
W
W
4
ALL HANDHOLES ARE TO BE FLUSH MOUNTED
TRAFFIC CONTROL PLAN PER CURRENT EDITION OF FOOT
MAINTENANCE OF TRAFFIC STANDARDS.
ALL CONSTRUCTION WITHIN RIGHT OF WAYS TO BE IN
ACCORDANCE WITH THE FOOT UTILITIES ACCOMMODATIONS
MANUAL AND/OR FOOT SPECIFICATIONS.
CAUTION
RIGHTS-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION
AND THE LATEST COUNTY RECORDS AVAILABLE.IF FURTHER
ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY
REVISIONS CONSTRUCTION FIRM 0 JL_TAMPA_BB_050
DATE: DESCRIPTIONS: BY: TAMPA 050 ZEPHYRHILLS A2G0082A 1
Oi2M1079 PfEELMAMIARY-OESKiPi Sfi _ _ _
KCI TECHNOLOGIES INC. BLUE RING
4041 Crescent Park Drive,
Riverview,FL 33578
MANAGER: * TEL 813-740-2300 SHEET NAME:TAMP&050 ZEPHYRHILLS A2G0082A 1 TOWN STATE:ZEPHYRHILLS,FL COUNTY: PASCO
PHONE: S FAX
X 813-740-0158 G R OUP DRAFTER: HERRICK,S SCALE: 1:50 SHEET: 5 OF 6 REVISION: 0
INFORMATION IN THIS DOCUMENT IS
PROPRIETARY AND CONFIDENTIAL AND
SHALL NOT BE USED COPIED,
REPRODUCED,OR DISCLOSED WITHOUT
PRIOR WRITTEN CONSENT OF
ZAYO FIBER GROUP.
BLUE RING
OVIINER/TENANT:
APPROVING AUTHORITY:
GENERAL CONTRACTOR:
MATERIAL LIST UANT1TI
(1)144CT FOC-BZFO(FT.) 319'
(1)144CT FOC-ZF3P(FT.) 0
(3)1-114'HOPE DUCT(FT.) 319'
24X36"X38"HANDHOLE 1
SLACK COIL(FT.) 100
END PERMIT (1)#10 TRACER WIRE(FT.) 319'
STATION 70+99
PLACE(1 24'7036"X36
O HANDHO E,LEAVE 100'SLACK
HANDHOI.E STATION 70+99
co
a
O
I �
r
W
rn
W
W
0)
ALL HANDHOLES ARE TO BE FLUSH MOUNTED
TRAFFIC CONTROL PLAN PER CURRENT EDITION OF FOOT
MAINTENANCE OF TRAFFIC STANDARDS.
Z CONSTRUCTiON WITHIN RIGHT OF WAYS TO BE IN
WITH THE FOOT UTILITIES
ACCORDANCE ACCOMMODATIONS
MANUAL AND/OR FOOT SPECIFICATIONS.
CAUTION
RIGHTS-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION
AND THE LATEST COUNTY RECORDS AVAILABLE.IF FURTHER
ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY
REVISIONS CONSTRUCTION FIRM JL TAMPA BB 050
DATE: DESCRIPTIONS: BY: TAMPA_050_ZEPHYRHILLS A2G0082A 1
OYR0/2019 PRELaAIIdARY-DESIGN SM
KCI TECHNOLOGIES INC. BLUE RING
4041 Crescent Park Drive,
in RiEerview,40 23008
MANAGER: # TEL 813-740-2300 G R jPY0 SHEET NAME:TAMPA 050 ZEPHYRHILLS A2G0082A_1 TOWN-STATE:ZEPHYRHILLS,FL COUNTY: PASCO
FAX 813-740-0158
PHONE: www.kci.com DRAFTER HERRICK S SCALE: 1:50 SHEET: 8 OF 8 REVISION: 0
ROW ROW
60'
C/L
30' 30'
EOP EOP
PROP.HH
BORE PIT 12' 12'
EXISTING EXISTIN
GRADE 8TH ST 5'SW GRADE___J'0„ 0„
PASO COUNTY
-12" ECC O5 GPf -12"
-24" -24"
EXISTIN 4 FIBER
- HDPE-D PTH 36" v -3„
PLACE(3 1-1/4"HD
-60„ CONDUIT 1W 144 F
W 4"REAME -60"
-72" PROP.48 DEPTH MI .
-72"
EXIS ING WAT "
6"P DEPTH ' -96"-96"
-140' -120' -100 -80 -60 -40 -20' 0 +20' +40' +80' +100 +120 +140
STATION 70 + 99 LOOKING NORTH
TYPICAL CROSS SECTION
DEPTHS PROPOSED ARE WHEN DIRECTIONAL BORE IS THE
MINIMUM DEPTHS. METHOD OF INSTALLATION,A MINIMUM OF
24-INCH SEPARATION SHALL BE
ALL SUBSURFACE UTILITIES MAINTAINED FROM ALL EXISTING
SHOWN ARE APPROXIMATE. UTILITIES,ITS/ATMS LINES,AND STORM
UTILITY LOCATES WILL BE MINIMUM SYSTEMS
REQUIRED DEPTH UNDER DRAIN WHILE
MAINTAINING
G THE
PERFORMED PRIOR TO
CONSTRUCTION. PAVEMENT OR NON-PAVED GROUND.
REVISIONS CONSTRUCTION FIRM
JL_TAMPA BB 050
_
DATE: DESCRIPTIONS: BY:
TAMPA_050 ZEPHYRHILLS_A2G0082A 1
KCITECHNOLOGIESINC. BLUE RING
4041 Crescent Park Drive,
Riverview,FL 33578
MANAGER: / TEL 813-740-2300 SHEET NAME:TAMP/L05O ZEPHYRHILLS_A2G0082A_7 TOWN STATE: ZEPHYRHILLS,F COUNTY: PASCO
FAX 813-740-0158 Cm R O U P
PHONE: f www.kci.corn DRAFTER: HERRICK,S SCALE: N.T.S. SHEET: 8A OF 6 REVISION: 0
Typicd Nall Section far Low I Typirat Ralf Section Ro
for f 5ide an
vol etResideMiaf CodrrechoAts Higher Valith a Connecfiods Lomas of Clearing and Grafting
R!W Enka — W�dtn —
W Pa+ni of(' rmrtpn &1 s limits:
Asphalt Base d8 Edge of Part.
Point at Connection as Shown -n tAe Plans All Other eases 4 Outside Edge or Pavt.
s or as Dater mined by the Pngineer. j Alt Posts to Apron of Curb tr OWter
StoWder 5' tfin.try and to Tor of Carb.
Drainage Pipe(See. Node 2! I
Private Drirewars t; I
Side Rid; �r b
4. 3 Traasdtron
Of�A� _ �oa�wa�Dt�cn Ls of 5taC)lizatioa
Same as O osNe +i I ( Snourder .�. a�
i 4 5' xtn, for Pnvare Rttreway "�
9 . t R!W dine
{ 6'.4tn.far Side Roads
X11111 . -t2& 1 a1.rx ---•�---- or Limit of aEifirdtion
late tI1Z Sh(kildgr lrrnc ShnlrM4r
10 Std.
Edge of Travel tidy J Efate Point fTrp f Edge of Travel Nay Edge o! Travel Way 4'for all Bases (Project F.T.ffyp.i Edge of Trarto Way
r.T.(Typ.J
Paved Driveway Avrarr in Actor dance
with 5f�ee1 2 at 2 or as 5haRn rn ttre Plans
Vafe5 Yar'es-Pererrmiited b Vines
Drive Widen and Angle PLAN
aL°N LIMITS OF CLEARING 6r GRUBBING,
STABILIZING AND BASE AT DRIVEWAYS
Shoulder Shoulder ee Inder<a6-OOt)
Sad($ee Opposite! Ml+dtfr(varies) Sod IS
W
o 2a
1 1 Dratnpgp Ppt ry
ROwy. Ditch
DRIVEWAY ENTRANCES NOTES:
Mitered End 5ertiors(Typ,J
f5ee Index 430.022! t See Plans for Orirernay Width(WI and Return Padres(P1.
Varies-Delermitued by S)ooe Internet 2 See the Plans for drainage pier size and lerryth or as determined by the Engineer.
The size win be no less(Mao JS'diavmetet or equiYaldlt.
DRAINAGE 5FCTION
3 5ta171e mater+at rmay be regwred for gtaOpd drivewjys to privet!property as dirtrcted
by the Engineer in xa:ardarrce with Specification 102.4.
Roadway Shou)der.
Orirvwoy Topper or 4 The driveway pavement regWremenr al graded to sections may be wetted for connection
Driveway Aurifiary Larres serving one o two homer, or field enrranres n)th lass than 20 trips per day.or y tripy
Ii per howas avjroved by the Engineer, or when i tL shown in the Plans.
TrarN Way Pawed or Graded Driveway
II Existing or Proposed Drive 5 PAH?t of Cannecrlon:
ac Coast+Act paved drrreways for all paved connecting facilities. The conneding point
1.4 Sdd-•
):o Std WrO t)e determined by the EAC)rreer.
POint Pr{grsnd{tipn G. Construct palled driveways for ati ousrnv#s,tomnavrc)a),arxttr#Iriiu or high vottrme
residential graded connecting facilities.Construct the connecting p+sirk 30-0'from
edge or travel way 0r at MNl:re.whichever is
DRIVEWAY PROFILE AND END VIEW less.
r. ronatruct parrot drivvrpys for alt std¢ road connections Thy R1W is the connecting psint.
FLUSH SHOULDER ROADWAY - DRIVEWAY CONSTRUCTION
LAST : DEsci trFttlllF
REV rsugt FY 2019-20 tfrn,�x SHEET
rrlm/Ie ' STANDARD PLANS PAVED AND GRADED DRIVEWAYS
330-001 1 of 2- W- REVISIONS CONSTRUCTION FIRM ® JL_T/t MPA_68_050 DATE:9 rjftMNI ty-[XS : BY: TAMPA_050 ZEPHYRHILLS A2G0082A 1
CYQbr PREIJAat1ARY-0ESIGN
KCI TECHNOLOGIES INC. BLUE RING
4041 Crescent Park Drive,
Riverview,FL 33578
MANAGER: # TEL 813-740-2300 SHEET NAME:TAMP&050 ZEPHYRHILLS_A2G0082A_1 TOWN STATE:ZEPHYRHILLS,FL COUNTY: PASCO
CAMlr_ PHONE: FAX yy8yyy.kci om58 CROUP DRAFTER: HERRICK,S 1 SCALE: N.T.S. SHEET: 330-001 REVISION: 0
Orirsvray
Paved Drlvegvalr.*Woo fI'rA.i
Friction Course rFCi fee pate
Stra(rarar Course See DETAIL
F(' 1' FC Tr4ylSNier,ITypit
Ffir0oft Course rFCI Tra
0.25 afeftA s � sjtuttural Ceur3e
r s c
ease
Sreurruraf Caws se
r I FRICTJON COURSE TRANSITION
I I DETAIL •A° SECTION AA - NEW CONSTRUCTION
t I
I �
I I
4 I I I Part4 $itj friction Course fFC)
t I CSovtsb tee o 03i L fulls
idge of Edge of itrraeural Course
Travel war Travel War or Oeertrtiltd
Structural Coturse
latce
�•—f•,stiTg —•�
Varies-Uetrrmined By Drive Width &Sic* 21' (lase
Use
TYPE I - T -car Autan>lobN9 Traffic TYPE it - r cal Truck-Trailer Traffic SECTION AA - RESURFACING
NEW DRIVEWAY
DRIVEWAY TYPES
New Structural Course or Overbuild
AREAS FOR ONE S DEEP MATERIAL TYPES AND THICKNESSES FOR PAVED CONNECTIONS Frktkut Corse fie)
DRIVEWAY APRON (SY) C tJ5ting$rrurtura(Course
Df( r fAtorl�hd'tlan► Miniraurn Thit:kness (in} New Structural
Wi*h AlsrroN Stand Course ftta,tiviar3 rEL '�itrfr 31,x.,, Ctwrse
Carwtections ReadaraV' �'�+,.�y'R
Ire-I Type t Type II Type f Type It lfatch Existing
Structural Asphattir Concretet�" t �w�Eaittia¢ease
12 26 51 3I 60 Bases Optional P(SPe Specification 2$51 G.B.G. 2 0.B.G 3
14 27 32 33 61 ExOstf�fg
16 28 53 34 63 Traret way glares(t,poss ra"e51, dtrx,tiort, lanes servo more than a single Cpnr?eC rson. arri art nip4datr Structprra)
Is 29 54 64 crossovers including their acuxirlary lanes and/or iraTnsitlon tapers- Course
20 31 55 37 65 SECTION AA
22 32 56 30 NOTES RESURFACING EXISTING DRIVEWAY
24 33 S7 � 68
75 34 58 40 W 1. ttse some material for driveway structural course and roadway overbu(ld er structural course.
7B 35 5 y except as approved by the Engineer for graded connections. Other Orparl cot-approved GENERAL NOTES;
30 36 61 43 12 equivalent pavements may be used at the discretion of tine Engineer. I prrvewoys;are tri lie constrprted ov re3i*N'faCed/pr few vpltrntq tpngle fan►Prr,dyplgx,fgrnt,e((1
3t 37 6244 73 residential ro-neecrlans as directed dr the Engineer,
34 36 43 46 74 2.Auxi(,aty Panes am then trans/lion tatters shall be tine same stratture as the aborting[laver Nay
36 39 44 47 7; pavement thicireet5 0i any of the u0afMdr srrctefores tabulated au0re.wtricnfwer is thutter'. 2. Driveways construttian is no, required for la►volume residential tammertions where roadway
30 41 65 48 77 shoulders are paved.
3. 1l air asphalt base cows:a5 used for a driveway, rt5 Ihictress gray be increased to match foe edge
or travel war pavement ttv[iness 'n lleu of a separate 5O'trCttrral course, B at Portland semen 3 Match eiisrnn3 paved sh0pilder widths= t for alt other snaut�fet5 COnd1(J0n5.construct at 5'+Hide42 .
d{ 66 52 Cdus rete *fit be acceptable is heu of the asphalt base 4A1 structural cowses See Notes 4 and 5 helON
44
44 4 8 81 4. Connections beyond the shoulder width are to be constructed as directed by the Engineer.
4 4 5trtuftttrat clurpe is regiurpo lot, fferi'bfe Pavements wfaen they are tlSe4 roc auxdhary l�trtes Strong
48 46 71 SS 113 ore tft,+n a single cis lnerraan
so W
47 72 $6 83 5 Construct privevray Base,n anitrdante wrM SperirJratian 296-
32 48 73 37 as 5. Use Class NS roncretn of least 6"thick for drivenra,s pinned with Portland Cevannt Cpnrrot' Construct in 6. Pavmedd roc structural course and friction tcarrse is to be irtriaded in roadway pavdrieril ray item.
54 49 74 59 87 acrordanrr with Specrfiratians 3d7, 150, and 522
56 51 75 - 60 $8
58 32 16 61 90 6. The 0epartrnrrt mad requi,r afar paveinea criteria where local conditions warrant.
60 53 77 62 91
LAST
REVISN a -� FY 2019-20 SW €
PAVED AND GRADED DRIVEWAYS
11101/18 STANDARD PLANS 330-001 2 of 2
REVISIONS CONSTRUCTION FIRM a JL_TAMPA_BB_050
DATE: DESCR►PrlONs BY: TAM PA_050 ZEPHYRHILLS A2G0082A 1
t>orlorm,s Pr:Et,ttittttrvntoEafott sH K
KCI TECHNOLOGIES INC. BLUE RING
4041 Crescent Park Drive,
Riverview,FL 33578
MANAGER: 4 TEL 813-740-2300 SHEET NAME:TAMPA 050 ZEPtiYRHILLS_A2G0082A_1 TOWN STATE:ZEPHYRHILLS,FL COUNTY: PASCO
FAX 813-740-0158 G R O U P
Cd � I PHONE: 6 www.kci.com DRAFTER: HERRICK S 1 SCALE: N.T.S. SHEET: 330-001(2) REVISION: 0
- �AAed�an
Offset sane;
a Bewro an eiltrinQ barrier,
0 dlpre than I behing the curb.
Work Area c. IS' or amore from env edyr of travel war'.
GENERAL NOTES
I If the work aperatlorr(3ftiitltrag e5latdiS))ing and iermnnatimg Ine work area,!
reevires that two or more work vewcles cross?he Wesel zone im any one navy,
rrmrflr control writ be in arrardarxe with index 102-d11.
2 No steno! siQ,I in is r"ettufred.
.1. This index also apples wtwo work is bring performed on a multlfane undrvid0d
� highway.
4 This index also applies to work pF•fafrfred in The median behind j,i evisifg t'Jer ICI
or mars than 7S from i0e edge of travel way, both roadways Work preformed in the
l:aedian behind curb and gutter sb.N be in atroierarre with index 302-612.
SYMBOLS 5 When a side road mtersecls the h)Qtsvay wltfsil the work info. ad[titJonaf tfafJiJc
I�!!O wart Area control devices shalt be.plated ro arrordaetrr with other applicable TC2 Indexes.
CONDirIONS
tone fuewuftratioo+oirecrioe or Traltrlc 6 Wheel coosfrvcr.on a0i•,ities exroarn an a s dewalt. refer to lnder 102-660
WHERE ANY VEH1CLF.EGUIPA/ENT,
. For grxral 7t:2 rrqurrements and addillonal infarmatmn; rifer to index 102 6tAO. WOMEAS Aye TiVffM ACTIVITIES
ARE REMNID AN EXISTIXG QARRIER..
AMU THAN 2 DENIM THE CURB.
On or OR A1OAE FROM TxE EDGE
OF 7ALWEL WAY.
LAST c oEsexlrrlaN FY 2019-20 ,t11rDEx snEET
almsi 1r ., :vMULTILANE, WORK OUTSIDE SHOULDER
17/01/17 STANDARD PLANS 102-611 1 of I
REVISIONS CONSTRUCTION FIRM ayo
JL_TAMPA_BB_050
DATE: RMAMMY-DES sY: TAMPA-050-ZEPHYRHILLS—A2G0082A—
1
oarzarmra w�artuuuty-orsbN sti
KCI TECHNOLOGIES INC. BLUE RING
4041 Crescent Park Drive,
Riverview,FL 33578
o1-0 MANAGER: 3TEL 813-740-2300 SHEET NAME:TAMPA 050 ZEPHYRHILLS A2G0082A 1 TOWN-STATE:ZEPHYRHILLS,FL COUNTY: PASCO
PHONE: * FAX w811 k 4com158 C R ipy DRAFTER: HERRICK,S SCALE: N.T.S. SHEET: 611 REVISION: 0
..-----
I
a -
a a a �-tr£dian a
b
Table II
Shoulder
Work Area �i Taper Length ; Sho
A B Tp to tic.. f51 f
See Toole r! spew
(ailph) fp W !2, Aratrs
ROM Device Sn-TopeY Device S aci -Ta ent 500 ENQ slifdr. 6hfdr Sic 1
WOW IIK ifl i d See fable 1 See Tate r Ii0A0 II0fU[ ?S 2d 35 43
i JO 40 JO 00 1�WS'
\J/> Table 1 35 53 68 fI2 60
Device Spacing 40 z2 90 107
Mar Distance Satr...n Gwices lft.l
4$ 710 130 1410
type f or Typt tl 30 133 167 2dd
Speed Cones Barricades or Vertical 55 147 183 220
DISTANCE BETWEEN SIGNS (n►pu+) Tvvselr tarrer s P0001.5 D' Druma 60 160 104 240
t'�6
Speed svKh+g(It) t .nt Taper 1 .rat
65 7T3 277 280
Aft 2
5 ZS 50 25 50
40m or 200
-5 5A133 2804S 8 en t ovuat m Or reoer 500 25 -W 50 100
a 259 4eyoriQ[A!7i0AD WOfa7C AHEAD sipA ae VA —ietacth of sh.utder taper la feet
4w w0y between sans wfs'ch4ver is less,.
lr= Width of total shoulder is feet
(foe0tfod pared add tmpaaed rtridthl
GENERAL NOTES DURATION NOTES
f. Wh.n a high resume of work rrhrrfes acre entering duet temvrs7 thr Work Area at
7- Sions and crannebzina derives snap ate omitted it alt or tae 5- hosted speed liana(mphd
�rY BGL5 speeds slower than t0 MPX belomr the posted speed, place an NOT-5 sign in the tooaving rend+Nen9 are met!
ROAD*ORA AHEAD s'Qv loc0tian and Shift tae ROAD WORA AHEAD sign ut;.stream a. Nor* operations are 60 minutes or less.
Waft Afea 500 It b. Vet"C1@6 i,i the work area have hi - N in.it e, eotatnog,
flashing,as[illatinp. er st(obe r.gP1S operating
2. This TCZ pian also applies to west performed it the median more than 2 but less
■ Cltartriehzn, Device(See he: 781-800) than 7S frOm the edge or teavelway
aWwk Zone Sign 3. When work is bring prrftn ivrd on a multilatne undivtdrd roodwar the signs mally
mounted rip the median(as shbwol shat(be omitted.
Lane Identification t 0jrection of Traffic
4 WORXERS signs to be remoretid a luttt covered when no work is being performed CONDITIONS
5. SHOtttOER WDR! sign may be used as an alternate t0 tale WORKER symbol sign, WH59E ANY VEHICLE.LOU!Po NT,
WOtNCERS OR THEIR ACTNITIES
6 When a side road ,overseas the h,galaat w,tn,n tare TTC zone, addxronar TTC EMCROACH TILE AREA CLOSER THAN
devices sturN hr placed in arrordaurre with other apptrrablr 7CZ Indrxes I5' RU?N0V CLOSER THAN 7 TO
THE EDGE OF TRAVEL*AV.
7, fo, genera!TCZ reit:,iremenfs end add.t'oiial infermatlon, refer tc lodes 102-600.
LAST ki t7fWSCAWrINk FY 2019-20 rAWX swirr
rtEvrs+cw F MULTILANE, WORK ON S HOULDE R
nlol�I� STANDARD PLANS 702-672 l of I
REVISIONS CONSTRUCTION FIRM 0 JL_TAMPA_BB_050
DATE. DESCRIPTIONS: BY: TAMPA 050 ZEPHYRHILLS A2G0082A 1
OW20r201s PRELIMaIARV-DE8pN SH — — _
KCI TECHNOLOGIES INC. BLUE RING
4041 Crescent Park Drive,
Riverviewv,FL 33578
�MII1MMltj MANAGER: d TEL 813-740-2300 SHEET NAME:TAMPA 050_ZEPHYRHILLS A2G0082A 1 TOWN-STATE:ZEPHYRHILLS,FL COUNTY: PASCO
PHONE: 4 F www.kci.com GROUP
www DRAFTER: HERRICK,S 1 SCALE: N.T.S. SHEET: 612 REVISION: 0
GENERAL NOTES DURATION NOTES
1.Work operations shall be confined to either one lane. or lane combinations as I.For work operations t to approxtaatety 1$Pmrlkdex.signs.
follows• channeilrvng fences,and arrow booed Way be oontted N a)l of
Ike following tondkittns are stet:
a Outside travel lane,
b. Outside auxiliary lane: a.Speed OWN is 45 omb or less.
c Outside travel Lane and adjoining auxiliary(one; b. No sight oWrttttione to vehkies app roiothang the work area
d. Inside travel lane g; for a distance equal to twice the taper length..
e. inside auxiliary lane t.. c. Vokme and conlplexky of the roadway has been considered.
f Inside travel lane and adjoining auxiliary lane A If.The closed lace is occupied by a class 5 or larger. wedtwu
G See Sheet 3 duty truckfs)with a hWnlaxim gross weight vehicle rating
(GWVR)of 16.001 lb with high-intensity rotating,flashing.
If the work area is confined to an auxiliary lane the work area shalt be osck4thip.or strobe lofes mounted above the cab height and
barricaded and the RIGHT(LEFT)LANE CLOSED AHEAD signs replaced by ROAD operating.
WORK AHEAD signs,and the merge symbol signs eliminated.
2. For work operations up to 60 minutes.the arrow
2.When vehicles in a parking zone black the line of Sight to TCZ signs, the signs board Play be omitted if conditions a.0 salt c 1s
shall be post rn urtted and located in accordance with Index 700-101 OURATSON NOTE I art mot.and vahkles I.the work
area have hagh,►mtenshy.rotating.flashing,
3.It the work spate extends across a crosswalk,the crosswalk should be closed oscillating,or strobe tights operating.
using the information an index 102-660.
4. Signs are required on the median side(or divided highways.
5-To.two channchtirg devices directly in front and directly at the end of the ware
area may be omitted provided vehicles in the work area have high-intensity
rotating, flashig,oscil)ating,or strobe Piglets operating.
6.For general TCZ requirements and additional inlorrnation,refer to Index 102.600.
SYMBOLS
Work Area
jp Walk Zone sign
nee Advance Warning Arrow Board
I Type Ill Barricade
■ Channeiising Derive(See Index 102.600)
t^' Lane identification+Direction of Traffic
LAST OfSGR1f71ON: r
mvfstm FY 2019-20 MULTILANE WORK NEAR INTERSECTION INDEX sffffT
nio i ;o v STANDARD PLANS MEDIAN OR OUTSIDE LANE 102-616 1 of 3
REVISIONS CONSTRUCTION FIRM 0 JL TAMPA BB 050
DATE: DESCRIPTIONS: BY: TAMPA 050 ZEPHYRHILLS A2G0082A 1
oweoaots t�uMiw�Rv-oEsicei sH _ _ t�� _ _
KCITECHNOLOGIESINC. BLUE RING
4041 Crescent Park Drive,
Riverview,FL 33578
1 �111'e MANAGER: (t TEL 813-740-2300 SHEET NAME:TAMPA 050 ZEPHYRHILLS,A2G0062A_1 TOWN-STATE:ZEPHYRHILLS,FL COUNTY: PASCO
Cii 7 PHONE: C FAX 813-740-0158
cro 158 G R O U P DRAFTER: HERRICK,S J SCALE: N.T.S. SHEET: 816 REVISION: 0
a
a DISTANCEEEN SIGNS
SAsd Spacing(U.)
Work Area A D C
■ 40 Ugh or less 200 200 300
■ ■ ■ ■ 45 00h 350 350 350
03 Ip � a I sod ee W the PAW roar*Mw sight or
B
raper ten ht ardwas between sighs whichever is less.
ttOAD A C See Tablc lI ' � Oevice
t Spacing
■ K °evict S i -Ta r' T
AHEAD See Tabh I I ( Sat
Table II END Table I
"`txot>� ROAD woaK Device Spacing
SPEEDING FI ES W o S T 0 P °(hint.Ile"11110 a wkts(fi t
CotIeLFD R°AD sower ea»�e. Type t or Type It
IMEN * ms ■ORK Iarrkades or Vertkof
P111ESENT Erect STOP Sign where the existing stop bar is more than (n+ph1 Tttbtda► NarbNt: ►bleu ar
3V rroa the taper IhrM. Remove or cover exist/ng STOP
To w Tartyertt Taper ronvol t
sign and reinstall when through lane reopened to traffic. 25 25 SO 25 50
RIGHT LANE CLOSED ON FAR SIDE OF MINOR SIDESTREET 30 t°45 25 So 30 so
Table II
GV3HV Taper Length - Merge
a o `I (12r Lateral Transition)
Speer L Motes
(mph) (fi I (Merge)
25 1175
a er 3S 245
b Work Area e� dO 3.T0
■ ■ 4$ s ° I__vs
■ • for lateral traptltlons other then Jr.
a a a a Ocvitc use fo►iuwa for L M the notes
i spacing <olwto.where..
A 8 C Ta Std' L :LeAgth of tapir l°feet
�c See Wm Width of lateral transkien/n feet
I ______ A Tablet e I
S tested spend limit(mph)
AHEAD ROAD NORK
TA FI
TRAFFlC ] rf
MERGE tut_M__
LEFT ROAD
SPEEDING FINES WORK
DOUBLED AHEAD
MEN NORKERS
PRESENT
RIGHT LANE CLOSED ON FAR SIDE OF INTERSECTION
WITH SIGNIFICANT RIGHT TURNING MOVEMENTS
t The normal procedure is to close on the near fide of the Intersection any lane that ? For intersection approaches reduced to a single lane, left turning m vements may
is net carried through the Intersection However, when this results in the closure of be prohibited to maintain caparity for through vehicular treffte
a right lane having sigrficatk right turning ttwvements, then the right lane may be
restricted to right turns only as shown in this detail
LAST DliSCRtITttJrlre
ovular FY 2019-20 MULTILANE, WORK NEAR INTERSECTION '"°Ex SIkrer
11/01/17 STANDARD PLANS MEDIAN OR OUTSIDE LANE 102-616 2 of 3
REVISIONS CONSTRUCTION FIRM ® JL-TAMPA BB-050
DATE: DESCRIPfONS: BY: TAMPA 050 ZEPHYRHILLS A2G0082A 1
ta/sorlota �utan�RwoEtiaN sti — — — —
KCI TECHNOLOGIES INC. BLUE RING
4041 Crescent Park Drive,
Riverview,FL 33578
MANAGER: S TEL 813-740-2300 SHEET NAME:TAMPA 050 ZEPHYRHILLS A2G0082A_I TOWN-STATE:ZEPHYRHILLS,FL COUNTY: PASCO
FAX
PHONE: S www.kci.com
www CROUP DRAFTER: HERRICK,S SCALE: N.T.S. SHEET: 616(2) REVISION: 0
OY3HV
>tllOtt 03S01a
O,rON DISTANCE BETWEEN SIGNS
Spacing ift)
A S c
40 a or less 200 200 20
Work Area 45
b ■ • • • a Soo beyond the ROAD WORK AHEAD sige or
•tss4a■ ■ ■ ■ awdeay between signs wMchever is less.
D a � a a
l a r Le ft+�L ��
Tame I
A 13 C Device
<!>4_j/\J/S4sJ
sce table li -K spacing DeVke S In
Device S tin -Taper Tan eM END ftm a"#ON?en Drvkw
See Teble I I See
Taste t1 ROAD WORK fpssd C or Type t er Type A
tAW4 tubtttar marke►s sarrkades or Verttcat
psaft or Dr wns
SPEEDING FINES a R0A0 Jrx Taper Tany40W taper Tasgrrtet
DOUBLED AIM cost o ROAD IS 7s So _2$ so
ENWOKERS WORK 30to rS 7S SO3O Sp
PRES£Nt �
LEFT LANE CLOSED ON FAR SIDE OF MINOR or31Hy
SIDESTREET - RESTRICTED TURNING MOVEMENTS Iwott Table II
Taper Length - Merge
(12' Lateral Transition)
Speed L Has
ICI (It.) (Merge)
a I zs 125
Mork Area C=+ 30 4S L
g ■ • • 33 2ts
■ ■ ■ ■ • • 40 310
cp I tL� 4$ 540 L 1►S
Vn. a a Device a For literal Iraesftions other Than tr.
t I f spacing use forotula for L shown in the eetas
low A 8 C Taper ten h-1 100' 4 T 300, cWeowt.Where:
K • see Tom ft Gap See ENIJ t •tenyrh of taw to feee
LEFT LANE Taste t =Ilidth of lateral trans/tian M fort
ANEi Mt1ST ROAD WORK s •Haxea s+e,d Inett ftegtel
Dr�ite Spxfoy_Taper
See Table I TURN LEFT
SPEEDING FINES L FF ROAD
! WORK
DOUBLED �rttb i AHEAD
WHEN WORKERS
L1
PRESENT
LEFT LANE CLOSED ON FAR SIDE OF INTERSECTION TURNING MOVEMENTS ALLOWED
I.The normal procedure is to close on the near side of the intersection any tape that is not carried through
the fnter section. However, when this results in the closure of a left lane having sigrificaj left turning
movr.renes,then the left lane may he reopened as a turn bey for left turns only as show in this derou
LAST DESCRlPTIOAF.
NVIS100 2 FY 2019-20 MULTILANE WORK NEAR INTERSECTION
n/GI/17 STANDARD PLANS MEDIAN OR OUTSIDE LANE 102-616 3 of 3
REVISIONS CONSTRUCTION FIRM ® JL TAMPA BB 050
DATE: DESCRIPTIONS: BY: - -
7e TAMPA_050_ZEPHYRHILLS_A2G0082A_1
KCI TECHNOLOGIES INC. BLUE RING
4041 Crescent Park Drive,
Riverview,FL 33578
MANAGER: # TEL 813-740-2300 SHEET NAME:TAMPA 050 ZEPHYRHILLS_A2GOOB2A_1 TOV*-STATE:ZEPHYRHILLS,FL COUNTY: PASCO
FAX 813-740-0158 R O U P
PHONE: # www.kci.com DRAFTER: HERRICK,S SCALE: N.T.S. SHEET: 818(3) REVISION: 0
SYMBOLS GENERAL NOTES:
Work Arei 1- When enceoathdr7'1 Work reavirgs d sidew.VA C)OSJre for 60 6- Provide across-slope with a maKIAWW value of O.OZ Joe al)temporary walkways
minutes or greeter. provide an alternate pedestrian route
a Cbi ut$irMg Device 7. Mainlafn teJ1000fary Wdit WBr 5urfAtes And ramps that are stable.firm, slip-resiSlant,
Work 20110 Sign I- for SPOCing Of Vehicular CfkMneftrtrq Dev)fes. see apol.CaOte and lice of any obslructiofl5 or hazards Sack as holes,debris.nwd. consrrklcrion
+ehirldar temporary frelftc rontfof fr?oexes equipment, and Sroreo nMferlpl.
CR Acquired locations For tither Temporary
Or Pewmanevft Curb Ramps. 3. Caret tlr vie actira a pe briarf traffic signal d sprarisl tontra(fny 8. Romero Lori pore!r WeSkuaors imm maletr After reopening of the sidewalk.unless
closed rrossvralts. otherwise nC ed in the plane
aff� Lane latautifiratron t Oiu,erian of Traffir
Pedestrian Laagrtrtdiaat Channeliring Device tLCOI Wilh 4. for post,swunted signs located rear or adjacei'l to a sidewalk, 9. Meet the requiierierss of hadra $224002 for tem porary curb ramps.
pia tla!n a mirrimum T tfearance flour the bollon of the sign•
N4uMald Wert Zavie Sign or separate Work Zone Siyn parcel to the suit ace of tne sidewalk. r0. Place pedestrian longitudh?al cba,aMeUzlnf devieefa)across ttm full width of the
♦ PodeMriM Laagitodinat Channeliz.ny Device(LCD) closed srdewee t. For temporary wafknafys, similar to 4 r $em,alk OwgrSioa.
® S. Provide a 5'wide temporary walkway. except Where spece restrictions place£COs to delineate both sides of the temporary walkway.
FertprovAry rdewAtfr warrant a eir?imcim widtrt of 4'. Prdride 15 x 5' passing spate fo,•
temporary rafkways less than 5 in fr)drh at intervals not to rr For sidewalk diversions,ensure that there is serfftcient R/W for placeafent of
errrred 7t1O. twnporary sddewa)t and pedestrian)oagitpadlmat c)mrmwSfring elevfres.
I� I
911 I
8r� CA
_=
a t )7k
A ' I ' JI__
ti
511VM3Q1$ _ I Ntltlli�d
a r ( 43SOl0
y I +" 1I'IVM301S
LU a► m I
N o
r SIDEWALK
I CLOSED
�€ol:sn�ul�
e�• _ }} wr�trlxr
�aR> —
p��f�•—+ QOENMtttt�l�®ED �
at > K al
I I
ltlIEJ1D �
CROSSWALK CLOSURE AND SIDEWALK DETOUR SIDEWALK DIVERSION
PEDESTRIAN DETOUR
uCT : e�stlelnrall: FY 2019-20 IMPEx $ME t
U15J°7 STANDARD PLANS FD PEDESTRIAN CONTROL FOR CLOSURE OF SIDEWALKS
nimn � 102-660 1 of i
REVISIONS CONSTRUCTION FIRM 0 JL_TAMPA_BB-050
DATE: DESCRI Y-DES : sr: TAMPA 050 ZEPHYRHILLS A2G0082A 1
0[12012049 PF�IJIANIARY-DE81(771 SH
KCI TECHNOLOGIES INC. BLUE RING
4041 Crescent Park Drive,
Riverview,40 33078
MANAGER: S TEL 813-740-2300 SHEET NAME:TAMPA 050 ZEPHYRHILLS A2G0082A_1 TOWN-STATE:ZEPHYRHILLS,FL COUNTY: PASCO
Cal— I PHONE: fy F 813-740-0158
. d com ROipy DRAFTER: HERRICK,S SCALE: N.T.S. SHEET: 660 REVISION: 0