|
C ONSULTI ERI
<br />N 0 P. A.
<br />CITY OF ZEPHYRHILLS
<br />POTABLE WATER 7_1
<br />PLAN VIEW
<br />NOTE:
<br />1. ALL LETTERING SHALL BE CAPITALIZED AND AT LEAST ONE INCH IN HEIGHT.
<br />2. REMAINDER OF OPEN SURFACE SHALL BE CROSS HATCHED TO REDUCE SLIPPING ACCIDENTS.
<br />3. COLOR UH BOX AND LID SHALL BE BLACK'.
<br />4. A METAL REINFORCED PICK HOLE SHALL BE CENTERED ON THE LIFTING SIDE OF THE LID.
<br />5. THE OPTION OF HAVING LOCKING TABS TO PREVENT "FLOATING" SHALL. BE BY REQUEST ONLY.
<br />6. METER BOXES ARE TRAFFIC RATED (H-20).
<br />A _ I'. B al
<br />0,75 IN
<br />3I
<br />z
<br />d
<br />REMOVABLE PIPE 11.251
<br />ENTRY AREA IN.
<br />T SIDE
<br />SHOR
<br />T [�E LINO SIDE E
<br />VIEW VIEW
<br />DIMENSION
<br />SINGLE
<br />DUAL
<br />A
<br />B
<br />11-1/8 INCHES
<br />,8 INCH
<br />1 ES
<br />14-5/8 INCHES
<br />6-5
<br />8 INCHES 1 f
<br />C
<br />121NCHES
<br />12 INCHES
<br />ALL DIMENSIONS i 1/8 INCH
<br />POTABLE WATER METER BOX
<br />NTS
<br />I NOVEMBER 2018
<br />CITY OF ZEPHYRHILLS
<br />STANDARD DETAILS
<br />CITY OF 2 PHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 W=17
<br />PHONE (813)780-0029 FAX (813)7804613
<br />z
<br />g
<br />STEEL CASING
<br />i- EARTH
<br />CARRIER PIPE-�
<br />8- WIDE SPACERS
<br />ANNULAR SPACE SHALL
<br />Al MAXIMUM OF 10'
<br />CENTER TO CENTER
<br />BE EMPTY, SEAL BOTH
<br />ENDS WITH RUBBER
<br />END SEAL
<br />SECTION
<br />8'-0" (EXCEPT WHERE
<br />INDICATED OTHERWISE
<br />ON THE PLANS)
<br />EDGE OF PAVEMENT OR TRACK
<br />3'-0" MIN FOR ROADS
<br />T-6" MIN FOR RAILROADS
<br />77
<br />E —
<br />CASING
<br />SIDE VIEW
<br />FOOT & COUNTY
<br />RIGHT-OF-WAYS
<br />RAILROAD
<br />RIGHT-OF-WAYS
<br />CARRIER PIPE
<br />NOMINAL
<br />DIAMETER
<br />CASING
<br />CASING
<br />DW
<br />MIN WALL
<br />THICKNESS
<br />DW
<br />MIN WALL
<br />THICKNESS
<br />6"
<br />is,
<br />0.25"
<br />-
<br />-
<br />8°
<br />18"
<br />0.25"
<br />18"
<br />0.31 T
<br />id"
<br />20,
<br />0.25"
<br />2T
<br />D.344"
<br />12"
<br />24"
<br />0.25"
<br />2Z"
<br />0.344
<br />16"
<br />30"
<br />0.2-T
<br />-
<br />-
<br />ur
<br />30'
<br />0.2T
<br />-
<br />-
<br />NOTE
<br />ALL CARRIER PIPE ON RAILROAD OR STATE (FDOT) RIGHT-OF-WAY
<br />SHALL BE RESTRAINED JOINT PVC PIPE.
<br />TYPICAL JACK AND BORE DETAIL
<br />— CARRIER PIPE
<br />CASCADE MODEL CCES
<br />END SEAL, OR EQUAL
<br />® CITY OF ZEPHYRHILLS DECEMBER2015
<br />e,
<br />STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 G-7
<br />PHONE (813)780-0029 FAX (813)780-0613
<br />i L
<br />2-1 1/2" SO. WOOD POST, 5' O.C. (MAX.)
<br />FILTER FABRIC, SILT FENCE
<br />BACKFILL
<br />SWALE SEDIMENT
<br />EXISTING � LADEN
<br />GROUND RUN-OFF
<br />nLTERED
<br />—iiii— RUN- OFF
<br />U MIRAFI SILT FENCE OR EQUAL,
<br />SEDIMENTATION CONTROL
<br />F.D.O.T. INDEX #102. FILTER FABRIC IN ACCORDANCE WITH
<br />NOTES: SECTION 985 OF THE F.D.O.T. STANDARD SPECIFICATIONS.
<br />1. TEMPORARY EROSION CONTROL STRUCTURE TO BE UTILIZED DURING
<br />CONSTRUCTION AT AREAS DESIGNATED BY ENGINEER OR AREAS
<br />ON -SITE WHERE UNSTABILIZED GRADES MAY CAUSE EROSION PROBLEMS.
<br />EROSION CONTROL STRUCTURE MAY BE REMOVED AFTER UPSLOPE
<br />AREA HAS BEEN STABILIZED BY SOD, OR COMPACTED AS DETERMINED
<br />BY CONTRACTOR.
<br />2. CONSTRUCT STORMWATER SYSTEMS BEFORE ANY BUILDING OR
<br />ROAD CONSTRUCTION IS STARTED,
<br />o.)PROTECT SYSTEM FROM SILTING AND DEBRIS BY METHODS
<br />PROVIDED IN DETAILS.
<br />b.)PROTECT SWALE BOTTOM FROM SEALING BY EXCAVATING ALL
<br />SILT DEPOSITS DURING CONSTRUCTION. THIS SHALL BE DONE
<br />BEFORE SOD & SEEDING & MULCHING IS FINISHED
<br />EROSION CONTROL STRUCTURE
<br />NOT TO SCALE
<br />THE FOLLOWING LIST REPRESENTS A BASIC EROSION AND SEDIMENT CONTROL PROGRAM WHICH IS TO BE IMPLEMENTED TO HELP
<br />PREVENT OFF -SITE SEDIMENTATION DURING AND AFTER CONSTRUCTION OF THE PROJECT.
<br />PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AT THE EARLIEST PRACTICAL TIME CONSISTENT
<br />WITH GOOD CONSTRUCTION PRACTICES. ONE OF THE FIRST CONSTRUCTION ACTIVITIES SHOULD BE THE PLACEMENT OF PERMANENT
<br />AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AROUND THE PERIMETER OF THE PROJECT OR THE INITIAL WORK
<br />AREA TO PROTECT THE PROJECT, ADJACENT PROPERTIES AND WATER RESOURCES.
<br />TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE COORDINATED WITH PERMANENT MEASURES TO ASSURE ECONOMICAL,
<br />EFFECTIVE AND CONTINUOUS CONTROL THROUGHOUT THE CONSTRUCTION PHASE. TEMPORARY MEASURES SHALL NOT BE
<br />CONSTRUCTED FOR EXPEDIENCY IN LIEU OF PERMANENT MEASURES.
<br />EROSION AND SEDIMENT CONTROL MEASURES SHALL BE ADEQUATELY MAINTAINED TO PERFORM THEIR INTENDED FUNCTION DURING
<br />CONSTRUCTION OF THE PROJECT.
<br />NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF BARRIERS SHALL BE ACCOMPLISHED PROMPTLY
<br />SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL. THEY MUST BE REMOVED WHEN THE LEVEL OF DEPOSITION
<br />REACHES APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER.
<br />MATERIAL FROM SEDIMENT TRAPS SHALL NOT BE STOCKPILED OR DISPOSED OF IN A MANNER WHICH MAKES THEM READILY
<br />SUSCEPTIBLE TO BEING WASHED INTO ANY WATERCOURSE BY RUNOFF OR HIGH WATER.
<br />ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE BARRIERS ARE NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM
<br />TO THE EXISTING GRADE, PREPARED AND SEEDED.
<br />�9 CITY OF ZEPHYRHILLS DECEMBER2015
<br />STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLS FLORIDA 33542
<br />PHONE 813 780-0029 FAX 813 780-0613
<br />G=1
<br />LIMITS OF
<br />SP-1.25 (TRAFFIC C)
<br />PAVEMENT
<br />RESTORATION
<br />AASPHALT
<br />MATCH EXISTING
<br />TRENCH
<br />THICKNESS
<br />TOP WIDTH
<br />2" M I N 6"
<br />6"
<br />6"
<br />6" SAW -CUT EXISTING
<br />PAVEMENT (TYP)
<br />EXISTING
<br />PAVEMENT 1{ +
<br />+ + +
<br />+ ,
<br />L11!
<br />EARTHUNDIS
<br />FL_II-__
<br />L I B 11-1ll ll
<br />-I
<br />I� I Ir- :!
<br />1
<br />LBR 100 LIMEROCK BASE 8"
<br />LIII
<br />_! THICK (MIN) SEE NOTE 2
<br />COMPACT UPPER 12" TO
<br />SEE TYPICAL PIPE TRENCH DETAIL
<br />MIN 98% MODIFIED
<br />FOR PIPE COVER DEPTH AND
<br />PROCTOR DRY DENSITY,
<br />BACKFILL REQUIREMENTS
<br />ASTM D-1557
<br />NOTES:
<br />1. ASPHALT PAVEMENT RESTORATION DETAIL APPLIES TO CITY ROADS,
<br />DRIVEWAYS, PRIVATE ROADS, DRIVES, MISCELLANEOUS PATCHES, AND
<br />SIMILAR RESTORATION.
<br />2. NEW LIMEROCK TO BE COMPACTED TO NOT LESS THAN 98%. MODIFIED
<br />PROCTOR DRY DENSITY, ASTMD-1557.
<br />3. FOR COUNTY ROADS AND STATE ROADS, DESIGN SHALL BE IN
<br />COMPLIANCE WITH PASCO COUNTY STANDARDS AND FDOT STANDARDS
<br />RESPECTFULLY.
<br />ASPHALT PAVEMENT RESTORATION
<br />NTS
<br />CITY OF ZEPHYRHILLS DECEMBER2015
<br />STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 G-9
<br />PHONE (813)780-0029 FAX (813)780-0613
<br />w
<br />C
<br />a
<br />o z
<br />MIN SIDE SLOPE
<br />UNDISTURBED
<br />ci'
<br />oU
<br />PER OSHA
<br />EARTH (TYP)
<br />FOR SHORED
<br />FOR OPEN
<br />REQUIREMENTS
<br />TRENCHES
<br />TRENCHES
<br />(TYP)
<br />WHERE SHORING IS NOT EXTENDED TO
<br />0
<br />0
<br />SURFACE, SLOPE EXCAVATION AWAY
<br />FROM TOP OF SHORING PER OSHA
<br />llr: WARNING
<br />REQUIREMENTS
<br />TAPE
<br />PRIOR TO COMPLETION OF FINAL BACKFILL,
<br />A
<br />141"-
<br />REMOVE SHEETING ABOVE 12 OF TOP OF
<br />PIPE; REMAINDER OF SHEETING TO BE LEFT
<br />IN PLACEI
<br />PIPE OUTSIDE DIAMETER OR
<br />VERTICAL CONDUIT SPAN
<br />PIPE SPRING UNE OR CENTERLINN
<br />OF VERTICAL CONDUIT SPAN
<br />SHEETING OR TRENCH BOX
<br />FOR SHEETING TYPE CONSTRUCTION, DRIVE
<br />SHEETING BELOW BOTTOM OF EXCAVATION FOR /I
<br />LATERAL SUPPORT AS REQUIRED BY THE •-�/
<br />CONTRACTOR'S REGISTERED ENGINEER
<br />TRACING WIRE REQUIRED REGARDLESS OF
<br />TRENCH TYPE, (REFER TO ADDITIONAL NOTE 2)
<br />NOMINAL PIPE DIAMETER
<br />MINIMUM
<br />SIDEWALL
<br />CLEARANCE
<br />ADDITIONAL
<br />EXCAVATION
<br />DEPTH (1)
<br />OR HORIZONTAL
<br />CONDUIT SPAN
<br />(INCHES)
<br />A (INCHES)
<br />B (INCHES)
<br />LESS THAN 24
<br />12
<br />12
<br />24 AND GREATER
<br />18
<br />18
<br />I<
<br />IVL
<br />N Z�
<br />3
<br />OPEN TRENCH MAXIMUM
<br />1
<br />VERTICAL WALL HEIGHT
<br />m
<br />0
<br />PER OSHA REQUIREMENTS
<br />PIPE OUTSIDE DIAMETER OR HORIZONTAL CONDUIT SPAN
<br />ZONE
<br />N0.
<br />ZONE
<br />NAME
<br />MATERIAL
<br />COMPACTION
<br />1
<br />FINAL BACKFILL
<br />AS SPECIFIED
<br />AT LEAST 95%
<br />MODIFIED PROCTOR
<br />MAXIMUM DRY
<br />DENSITY ASTM
<br />0-1557 (98%
<br />WHEN UNDER
<br />PAVEMENT)
<br />2
<br />INITIAL BACKFILL
<br />Q3
<br />HAUNCHING
<br />4
<br />O
<br />BEDDING
<br />5
<br />FOUNDATION
<br />(1) REQUIRED WHERE UNSUITABLE MATERIAL IS ENCOUNTERED.
<br />TRENCH ZONE NOTES:
<br />1� FINAL BACKFILL SHALL BE INSTALLED IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT. REFER TO ADDITIONAL NOTE 3.
<br />122 INITIAL BACKFILL SHALL BE INSTALLED IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT. ALL LIFTS SHALL BE COMPACTED BY HAND
<br />TAMPING OR AN APPROVED METHOD OF MECHANICAL TAMPING. REFER TO ADDITIONAL NOTE 3.
<br />(Z)HAUNCHING SHALL BE IN COMPLETELY DEWATERED TRENCHES IN LIFTS NOT EXCEEDING 5 INCHES, LOOSE MEASUREMENT, ALL LIFTS SHALL BE
<br />COMPACTED BY HAND TAMPING. HAUNCHING SHALL BE BROUGHT UP EQUALLY ON BOTH SIDES OF THE PIPE.
<br />BEDDING SHALL BE INSTALLED IN COMPLETELY DEWATERED TRENCHES IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT, AND SHALL BE
<br />COMPACTED BY HAND OR MECHANICAL TAMPING, PROPERLY SHAPED BELL HOLES SHALL BE EXCAVATED IN THE BEDDING TO PERMIT ASSEMBLY
<br />OF THE PIPE. REFER TO ADDITIONAL NOTE 3.
<br />(D NATIVE, UNDISTURBED MATERIAL IN COMPLETELY DEWATERED TRENCHES MEETING THE COMPACTION AND MATERIAL REQUIREMENTS FOR COMPACTED
<br />BEDDING MATERIAL NEED NOT BE REPLACED OR REWORKED, EXCEPT FOR SHAPING OF THE BELL HOLES, AND WHERE REFILL IS REQUIRED.
<br />FOUNDATION SHALL BE REQUIRED WHERE UNSUITABLE MATERIAL IS ENCOUNTERED. FOUNDATION SHALL BE IN ACCORDANCE WITH THE
<br />REQUIREMENTS FOR BEDDING. REFER TO ADDITIONAL NOTE 3.
<br />ADDITIONAL NOTES:
<br />1.. FOR TRENCHES IN VEHICULAR TRAFFIC AREAS OR BENEATH SURFACE IMPROVEMENTS (EG, SLABS, ASPHALT, ETC-) SEE CONTRACT SPECIFICATIONS FOR
<br />ADDITIONAL COMPACTION REQUIREMENTS. SEE DRAWINGS FOR SURFACE IMPROVEMENT AND /OR RESTORATION DETAILS WHERE APPLICABLE.
<br />2. TRACING WIRE SHALL BE INSTALLED ON THE SIDE OF THE PIPE AND ATTACHED TO THE PIPE EVERY 10' W/ A NYLON WIRE TIE. IF THE WIRE IS DAMAGED OR
<br />NEEDS TO BE EXTENDED A 3M WATERPROOF TYPE OF SPUCE SHALL BE INSTALLED TO REPAIR THE WIRE. THE ENDS OF THE TRACING WIRE SHALL BE
<br />BROUGHT UP IN EVERY VALVE BOX ON THE UNE AND AT THE HYDRANT VALVES. THERE SHALL BE A MINIMUM COIL OF 3' LEFT UNDER THE VALVE BOX COVER.
<br />THE WIRE SHALL BE TESTED TO VERIFY CONDUCTIVITY.
<br />3. ALTERNATIVE LIFT THICKNESSES, NOT EXCEEDING 12 INCHES LOOSE MEASUREMENT, ARE ACCEPTABLE IN TRENCH ZONES 1, 2, 4, AND 5 PROVIDED 1) THE LIFT
<br />THICKNESS DOES NOT EXCEED THE MAXIMUM VALUE RECOMMENDED IN WRITING BY THE APPLICABLE PIPE MANUFACTURER AND 2) FIELD TEST RESULTS
<br />CONFIRM THAT THE SPECIFIED COMPACTION REQUIREMENTS ARE BEING MET.
<br />TYPICAL UTILITY TRENCH DETAIL
<br />NITS
<br />CITY OF ZEPHYRHILLS DECEMBER2015
<br />STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542
<br />PHONE 813 780-0029 FAX 813 780-0613
<br />G=3
<br />LIMITS OF CONCRETE
<br />DRIVE RESTORATION
<br />(10- MAX)
<br />TRENCH
<br />12
<br />SAW —CUT EXISTING
<br />CONCRETE (TYP) --
<br />3,D00 PSI CONCRETE
<br />WITH 6x6 # 10 WWF,
<br />MATCH EXISTING
<br />THICKNESS (C MIN)
<br />"!— Dr` #4191ONG DOWEL
<br />UNDISTURBED @ 12' OC AROUND
<br />EARTH PERIMETER T MIN FROM
<br />CORNER. EPDXY GROUT
<br />INTO EXISTING CONCRETE
<br />COMPACT UPPER 12" TO WITH 10" EMBEDMENT
<br />MIN 98% MODIFIED PROCTOR
<br />DRY DENSITY, ASTM D-1557
<br />SEE TYPICAL PIPE TRENCH DETAIL
<br />FOR PIPE COVER DEPTH AND
<br />BACKFILL REQUIREMENTS
<br />NOTES;
<br />MATCH EXISTING GRADE AND FINISH.
<br />CONCRETE DRIVE RESTORATION
<br />NTS
<br />CITY OF ZEPHYRHILLS DECEMBER2015
<br />STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542
<br />PHONE (813)780-0029 FAX (813)780-0613 G-9A
<br />RESTRAINED
<br />NIS JOINT (TYP)
<br />J FITTING JALL OINTS STRAINED
<br />\ /
<br />RESTRAINED JOINT SCHEDULE
<br />FITTING
<br />PIPE SIZE
<br />90'
<br />BEND
<br />45'
<br />BEND
<br />45'
<br />BEND
<br />(VERT)
<br />22 1/7
<br />BEND
<br />22 1/2'
<br />BEND
<br />(VERT)
<br />11 1/4'
<br />BEND
<br />11 1/4'
<br />BEND
<br />(VERT)
<br />VALVE, DEAD
<br />END OR
<br />REDUCER
<br />TEE
<br />(BRANCH)
<br />8"
<br />37
<br />16
<br />45
<br />8
<br />14
<br />4
<br />7
<br />107
<br />107
<br />6"
<br />29
<br />12
<br />34
<br />6
<br />11
<br />3
<br />6
<br />82
<br />82
<br />4"
<br />17
<br />8
<br />16
<br />4
<br />B
<br />2
<br />4
<br />38
<br />37
<br />NOTES:
<br />A. RESTRAINED LENGTHS ARE IN FEET AND ARE FOR POLYETHYLENE WRAPPED DUCTILE IRON PIPE UNLESS OTHERWISE
<br />NOTED.
<br />B. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION REGARDING RESTRAINED JOINTS.
<br />C. THE SCHEDULE SHOWN IS FOR THE FOLLOWING SERVICE CONDITIONS 150 PSIG TEST PRESSURE; POORLY GRADED
<br />COARSE SAND; 36 INCHES COVER, TYPE 3 TRENCH CONDITIONS; AND 1.5 SAFETY FACTOR.
<br />D. RESTRAINED LENGTHS SHOWN IN TABLE ARE IN FEET AND ARE MINIMUM LENGTHS REQUIRED IN EACH DIRECTION FROM
<br />FITTINGS OR VALVES.
<br />E. ALL PIPE SHALL BE RESTRAINED TO THE NEXT JOINT BEYOND THE RESTRAINED LENGTH GIVEN.
<br />F. RESTRAINED LENGTH FOR REDUCERS SHALL BE BASED ON THE SIZE OF THE LARGEST END OF THE REDUCER.
<br />G. CONTRACTOR SHALL HAVE FLORIDA LICENSED PROFESSIONAL ENGINEER VERIFY ALL THE RESTRAINED LENGTHS SHOWN IN
<br />THE TABLE ABOVE ARE ADEQUATE FOR ALL VARYING SOIL CONDITIONS ON THE PROJECT. THE CONTRACTOR'S ENGINEER
<br />SHALL PROVIDE A SIGNED AND SEALED STATEMENT THAT ALL PIPING WAS INSTALLED IN ACCORDANCE WITH THE
<br />REQUIREMENTS OF THE TABLE ABOVE OR IN ACCORDANCE WITH THE FINDINGS OF THE CONTRACTOR'S PROFESSIONAL
<br />ENGINEER, WHICHEVER ARE MORE STRINGENT. CONTRACTOR'S COST FOR MEETING THESE REQUIREMENTS SHALL BE
<br />INCLUDED IN THEIR BID.
<br />H. FOR CONNECTION OF PIPING TO EXISTING PIPING, WHEN THE REQUIRED RESTRAINED JOINT PIPE LENGTHS TO PREVENT
<br />PIPE MOVEMENT CANNOT BE ATTAINED IN ACCORDANCE WITH RESTRAINED JOINT SCHEDULE, THE APPROPRIATE TEE,
<br />VALVES, BEND AND/OR CROSS FITTING(S) SHALL BE FULLY RESTRAINED IN ACCORDANCE WITH EXHIBIT G-6A TO
<br />PREVENT PIPE MOVEMENT.
<br />J. WHERE HDD CONNECTS TO PUSH -ON JOINT PIPING, THIS CONNECTION SHALL BE TREATED AS DEAD END
<br />W/ RESPECT TO THE RESTRAINED JOINT SCHEDULE.
<br />RESTRAINED JOINT SCHEDULE
<br />NTS
<br />CITY OF ZEPHYRHILLS DECEMBER2015
<br />M, STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 G-6
<br />PHONE (813)780-0029 FAX (813)780-0613
<br />5'-0" UNLESS OTHERWISE NOTED
<br />ON DRAWINGS
<br />SLOPE 1 /8" / FT.
<br />2500 P.S.1.
<br />CONC.
<br />(TYP. )
<br />SECTION
<br />JOINT (TYp jSION
<br />4' (MIN.
<br />4
<br />CxCx10/10 WWF
<br />FLAG
<br />(TYP.)
<br />4'_ 0" 4'-0" 4'— 0'
<br />11 11, 11
<br />12'-0" BETWEEN JOINTS
<br />PROFILE
<br />CONCRETE WALKWAY DETAIL
<br />NOT TO SCALE
<br />CITY OF ZEPHYRHILLS DECEMBER2015
<br />STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 G-9C
<br />PHONE (813)780-0029 FAX (813)780-0613
<br />Customer Loyalty through Client Satisfaction
<br />www.maserco,nsulting.com
<br />Office Locations:
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<br />■ PENNSYLVANIA ■ GEORGIA
<br />■ VIRGINIA ■ TEXAS
<br />■ FLORIDA ■ TENNESSEE
<br />■ NORTH CAROLINA ■ COLORADO
<br />State of F.L. C.O.A.: 30301 / LB7388
<br />Copyright© 2021. Maser Consulting. All Rights Reserved. This
<br />drawing and all the information contained herein is authorized for
<br />use only by the party for whom the services were contracted or to
<br />whom it is certified. This drawing may not be copied, reused,
<br />disclosed, distributed or relied upon for any other purpose without
<br />the express written consent of Maser Consulting, PA.
<br />PROTECT YOURSELF
<br />ALL STATES REQUIRE NOTIFICATION OF
<br />® EXCAVATORS, DESIGNERS, OR ANY PERSON
<br />PREPARING TO DISTURB THE EARTH's
<br />SURFACE ANYWHERE IN ANY STATE
<br />Know what's below.
<br />Call before you dig.
<br />FOR STATE SPECIFIC DIRECT PHONE NUMBERS
<br />VISIT: WWW.CALL81 LCOM
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<br />STUART ROG ERS
<br />FLORIDA PROFESSIONAL
<br />ENGINEER - LICENSE NUMBER: 42718
<br />PRELIMINARY PLAT &
<br />IMPROVEMENT PLAN
<br />FOR
<br />AUTUMN PALM
<br />DRIVE, LLC
<br />PARCEL ID:
<br />15.26.21-0030-08100-0010
<br />CITY OF ZEPHYRHILLS
<br />PASCO COUNTY
<br />FLORIDA
<br />TAMPA OFFICE
<br />5471 West Waters Avenue
<br />Suite 100
<br />Tampa, FL 33634
<br />- Phone:813.207.1061
<br />Fax: 813.28 L 1050 j
<br />SCALE:
<br />DATE:
<br />DRAWN BY:
<br />CHECKED BY:
<br />AS SHOWN
<br />12/31/19
<br />AM
<br />SMR
<br />PROJECT NUMBER:
<br />DRAWING NAME:
<br />19002495A
<br />C-DTLS
<br />NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
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