HomeMy WebLinkAbout4766 Gall BlvdSTORE #23227
LOCATION
Section 14, Township 26S,, Range 21E
4766 GALL BL D. ZEPHYRHILLS, FL 33542
PARCELID: 14-26-21-0010-03200-0010
PREPARED FOR
PALMETTO ZEPHYRHILLS-C AVE, LLC
221 So, CRAWFORD STREET
THOMASVILLE, GA 31792
PREPARED BY
150 SOUTH WOODLAWN AVENUE, BARTOW, FL 33830 PHONE: (863) 800-3046 FAX: (863) 800-1159
FLORIDAG CERTIFICATE OF AUTHORIZATION (FLCA) #26247,
SHEET INDEX
#
SHEET TITLE
ISSUE DATE
REV #
REV DATE
C100
COVER
05/20/2021
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C200
NOTES
05/20/2021
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C300
SWPP AND DEMO PLAN
05/20/2021
1
08/16/2021
C400
SITE PLAN
05/20/2021
1
08/16/2021
C500
DRAINAGE PLAN
05/20/2021
1
08/16/2021
C600
GRADING PLAN
05/20/2021
1
08/16/2021
C700
UTILITY PLAN
05/20/2021
1
08/16/2021
C800
CROSS SECTIONS (1 OF 2)
05/20/2021
1
08/16/2021
C801
CROSS SECTIONS (2 OF 2)
05/20/2021 `
1
08/16/2021
C900
SITE DETAILS
05/20/2021�
1
08/16/2021
C1000
UTILITY DETAILS (1 OF 3)
05/20/2021 1
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C1001
UTILITY DETAILS (2 OF 3)
05/20/2021
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C1002
UTILITY DETAILS (3 OF 3)
05/20/2021
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UTILITY SERVICE PROVIDERS:
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CHARTER COMMUNICATIONS DUKE ENERGY CITY OF ZEPHYRHILLS ZAYO GROUP
JEREMY CORNETTE VMAN BRUCE SELLARS HENRY KLOBUCAR
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941-345-1348 CASTRO-CINTRON 813-780-000 406-496-6510
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407-504-7330 X35LL
FRONTIER TECO GAS PASCO COUNTY TRAFFIC
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COMMUNICATIONS JOAN DOMNING OPERATIONS DMSION
813-275-3783 JACK KING`
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TONI CANNON
813-875-1014 727-847-8139
CONSTRUCTION MATERIALS QUALITY AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH CITY OF ZEPHYRHILLS AND FDOT
SPECIFICATIONS AND STANDARDS, AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
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PROJECT N0. SHEET
2341 1 C100
ASBUILT/RECORD DRAWING NOTES FOR CONTRACTOR
STORMWATER POLLUTION PREVENTION NOTES
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GENERAL SITE NOTES
GENERAL POTABLE WATER & SANITARY SEWER NOTES
ALL ASBUILT/RECORD DRAWING INFORMATION SHALL BE PROVIDED FROM A LICENSED PROFESSIONAL LAND SURVEYOR IN BOTH HARD
COPY SIGNED & SEALED PRINTS AND DIGITAL FORMAT. ALL DATA SHALL BE ON THE SAME BENCHMARK AS THE DESIGN PLANS AND IN
THE STATE PLANE COORDINATE SYSTEM. DIGITAL COPIES OF THE CONSTRUCTION PLANS WILL BE PROVIDED FOR A BASIS OF THE
ASBUILT/RECORD DRAWINGS. THE FOLLOWING IS A LIST OF ITEMS TO BE PROVIDED TO THE ENGINEER FOR REVIEW BEFORE FINAL
CERTIFICATIONS CAN BE ISSUED. THIS LIST, WHILE EXHAUSTIVE, IS NOT MEANT TO BE ALL-INCLUSIVE. PLEASE USE IT AS A
GUIDELINE FOR MINIMUM STANDARDS. ALL DATA PROVIDED SHALL ALSO MEET MINIMUM STANDARDS OF THE UTILITY COMPANY,
WATER MANAGEMENT DISTRICT, AND LOCAL GOVERNMENT AS APPLICABLE.
GENERAL:
1. AUTOCAD POINTS WITH DESCRIPTIONS TO BE PROVIDED ON A LOGICAL LAYERING SYSTEM.
2. ALL ITEMS IDENTIFIED ON THE SITE PLAN SHOULD BE SHOWN ON THE ASBUILT/RECORD DRAWING UNLESS OTHERWISE DIRECTED
BY THE ENGINEER. THIS INCLUDES ITEMS SUCH AS LIGHT POLES, BIKE RACKS, CURBING, SIDEWALKS, FENCING, UTILITY PADS, ETC.
3. VERTICAL AND HORIZONTAL SEPARATION BETWEEN MAINS SHALL BE DIMENSIONED ON THE ASBUILT/RECORD DRAWING. AT A
MINIMUM, SEPARATION DIMENSIONS SHALL BE ADDED IN LOCATIONS WHERE IDENTIFIED ON THE CONSTRUCTION PLANS TO SHOW
THE ITEMS WERE CONSTRUCTED PER APPLICABLE STANDARDS.
4. ANY CONFLICT SEPARATIONS LESS THAN THOSE ALLOWABLE ARE TO BE SPECIFICALLY NOTED AND DIMENSIONED.
UTILITIES:
1. SHOW HORIZONTAL AND VERTICAL LOCATION OF ALL UNDERGROUND AND ABOVE GROUND POTABLE WATER, RECLAIM WATER, AND
WASTEWATER PIPING AND RELATED APPURTENANCES. THIS INCLUDES BENDS, VALVES, HYDRANTS, BLOW -OFFS, MANHOLES,
CLEANOUTS, SERVICES, ETC AS SHOWN ON THE CONSTRUCTION PLANS.
2. IDENTIFY INSTALLED STRUCTURES, PIPE MATERIAL, SIZE, AND SLOPE (IF GRAVITY PIPE). ASBUILT DATA SHOULD BE PROVIDED
ADJACENT TO DESIGN DATA AND IN THE SAME FORMAT AS THE DESIGN.
3. TOP OF PRESSURE PIPE TO BE SHOWN AT INTERVALS NOT TO EXCEED 100 FEET.
4. ASBUILT/RECORD DRAWING LIFT STATION DATA TO BE PROVIDED AT ALL ELEVATIONS AND DIMENSIONS SHOWN ON THE DESIGN
PLANS.
S. LABEL SAMPLE POINT LOCATIONS.
6. ALL VERTICAL CONFLICTS BETWEEN UTILITIES OF DIFFERENT TYPES SHALL BE SHOWN.
DRAINAGE & GRADING:
1. CONTROL STRUCTURE DATA INCLUDING ELEVATIONS, DIMENSIONS, AND PIPE SIZE/INVERT SHOWN ON THE CONTROL STRUCTURE
DETAIL.
2. POND AND SWALE TOP AND TOE OF SLOPE ELEVATIONS AT INTERVALS NOT TO EXCEED 100 FEET OR CHANGE IN DIRECTION.
VISIBLY LOW OR HIGH AREAS SHOULD ALSO BE DETAILED. SUFFICIENT SPOT GRADES SHOULD BE PROVIDED SO THAT THE POND
OR SWALE CAN BE RECREATED DIGITALLY AS IT IS CONSTRUCTED FOR THE ENGINEER TO DETERMINE COMPLIANCE WITH THE
DESIGN.
3. DRAINAGE STRUCTURE AND PIPE ASBUILT DATA SHOULD BE PROVIDED ADJACENT TO DESIGN DATA AND IN THE SAME FORMAT AS
THE DESIGN.
4. SUFFICIENT LOT GRADES TO DEMONSTRATE D 0 LOTS RAIN IN ACCORDANCE
C WITH THE DESIGN. MINIMUM SPOT GRADE AT EACH LOT
CORNER FOR TYPE A OR TYPE C LOTS AND AN ADDITIONAL MID -LOT LINE GRADE FOR TYPE B LOTS. ASBUILT PAD GRADING IS NOT
REQUIRED FOR RESIDENTIAL DEVELOPMENTS UNLESS DESIRED BY THE OWNER.
S. SUFFICIENT PAVEMENT GRADES, TYPICALLY AT INTERVALS NOT TO EXCEED 100 FEET OR CHANGE IN DIRECTION OR SLOPE.
DATUM
1. UNLESS OTHERWISE NOTED, ELEVATIONS IN THIS PLAN SET ARE BASED ON NAVD 88 DATUM.
DRAINAGE STRUCTURES
1. ALL DRAINAGE STRUCTURE SHALL CONFORM TO THE LATEST FOOT STANDARD PLANS UNLESS OTHERWISE NOTED.
2. GRATE ELEVATIONS FOR ALL TYPE 5 AND TYPE 6 INLETS REFER TO EDGE OF PAVEMENT.
3. GRATE ELEVATIONS FOR ALL DITCH BOTTOM INLETS REFER TO THE FLOW LINE OF PAVEMENT.
SEQUENCE OF ACTIVITIES
1. INSTALL SILT BARRIERS & TREE BARRICADES AS SHOWN ON PLANS AS APPLICABLE.
2. ROUGH GRADE THE STORMWATER POND AS WELL AS TEMPORARY SWALES TO FORCE DELIVERY OF RUNOFF TO THE POND. THE
POND WILL ACT AS A SEDIMENTATION BASIN.
3. STABILIZE CLEARED AREAS WITHIN 7 DAYS OF LAST DISTURBANCE IF RUNOFF IS NOT CAPTURED BY THE STORMWATER POND.
4. INSTALL STORM SEWER CONVEYANCE SYSTEMS, UTILITIES, AND BUILDINGS.
5. CONSTRUCT ENTRANCE(S) AND PAVEMENT.
6. COMPLETE GRADING AND INSTALL PERMANENT SODDING OR OTHER PERMANENT STABILIZATION FEATURES.
7. WHEN ALL CONSTRUCTION IS COMPLETE, STABILIZE ANY REMAINING DISTURBED AREAS.
8. REMOVE INSTALLED SILT BARRIERS AFTER ALL DISTURBED AREAS ARE STABILIZED.
SHALL COMPLY WITH THE TERMS AND CONDITIONS OF THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION
GENERIC PERMIT FOR STORM WATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES AND THIS
STORM WATER POLLUTION PREVENTION PLAN.
GENERAL POLLUTION CONTROL NOTES
1. PRIOR TO ANY CLEARING OR CONSTRUCTION COMMENCEMENT, SILT FENCES SHALL BE INSTALLED IN THE AREAS DESIGNATED ON
THIS PLAN. THOSE AREAS DESIGNATED TO BE REINFORCED SHALL HAVE INSTALLED A SECOND ROW OF SILT FENCE. THE SILT
FENCE SHALL BE TRENCHED IN 4 INCHES DEEP AND BACKFILLED ON THE UPHILL SIDE.
2. AFTER SILT FENCES ARE INSTALLED, A ROCK CONSTRUCTION ENTRANCE 50 FEET LONG AND 10 FEET WIDE WITH 6 INCH DEEP FDOT
#57 STONE LINED WITH FILTER FABRIC SHALL BE CONSTRUCTED AT EACH CONSTRUCTION ENTRANCE SHOWN ON THIS PLAN.
3. ALL CONSTRUCTION MATERIALS AND DEBRIS WILL BE PLACED IN A DUMPSTER AND HAULED OFF SITE TO A LANDFILL OR OTHER
PROPER DISPOSAL SITE. THE DUMPSTER SHALL BE LOCATED IN DESIGNATED LOCATION SHOWN ON THIS PLAN.
4. DUST SHALL BE CONTROLLED WITH THE USE OF WATER IF NECESSARY.
S. ALL TOXIC MATERIALS USED IN CONSTRUCTION SHALL BE KEPT IN A COVERED SHED AS SHOWN IN DESIGNATED LOCATION SHOWN
ON THIS PLAN.
6. A DOUBLE WALL FUEL TANK WILL BE PLACED ON A DRIP PAN TO CONTAIN AND PREVENT ANY FUEL LEAKS FROM BEING DISCHARGED
IN STORM WATER RUNOFF.
7. PORT-O-LETS SHALL BE PLACED IN AREAS DESIGNATED ON THIS SITE PLAN.
8. NO VEHICLE MAINTENANCE WILL BE ALLOWED ON SITE.
9. A WASHDOWN SITE SHALL BE PLACED IN THE AREAS DESIGNATED. A SMALL VEGETATIVE BERM SHALL BE PLACED AROUND THE
WASH DOWN AREA.
10. FILTER SOCKS SHALL BE PLACED AT THE ENTRANCE TO ALL EXISTING INLETS TO PREVENT THE STORM SEWER SYSTEM FROM
DISCHARING SEDIMENTS INTO THE RETENTION PONDS.
11. CONTRACTOR TO DEMO TREES AS REQUIRED TO ACCOMMODATE PROPOSED SITE DESIGN(REMOVE ROOT BASE OF ALL EXISTING
TREES TO BE DEMOLISHED).
12. ALL CLEARED TREES AND VEGETATION SHALL BE BURNED ONSITE AFTER CONTRACTOR OBTAINS A BURN PERMIT. IF BURNING IS
PROHIBITED, TREES TO BE HAULED AWAY.
13. SEDIMENTS MAY NOT BE ALLOWED TO ACCUMULATE MORE THAN HALF THE HEIGHT OF THE SILT FENCE. SEDIMENTS MUST BE
PROPERLY DISPOSED OF, AFTER REMOVAL OF SILT FENCES, ALL DISTURBED AREAS SHALL BE GRASSED & MULCHED.
14.PONDS & BASIN CONTROL SHALL BE THE FIRST ITEMS CONSTRUCTED. SIDE SLOPES SHOULD BE IMMEDIATELY SODDED UPON
COMPLETION.
15. OUTLETS OF ALL PIPES SHALL BE INSPECTED REGULARLY AND ANY BLOCKAGES REMOVED. ALL FLOW MUST BE MAINTAINED WITH
ANY FENCING CONSTRUCTED TO ALLOW FLOW THROUGH OR UNDER THE FENCE.
16. DEWATERING MAY BE REQUIRED FOR INSTALLATION OF UTILITIES, STORM SEWER, OR PAVEMENT. THE DURATION IS DEPENDANT
ON THE SCHEDULE OF CONSTRUCTION. THE DEWATERING DISCHARGE WILL BE CONTAINED WITHIN A SETTLING AREA INSIDE THE
NEAREST STORMWATER POND. THE SETTLING AREAS WILL BE SURROUNDED WITH TURBIDITY BARRIERS IN ACCORDANCE WITH
FOOT INDEX 102 & 103. AFTER DEWATERING WORK HAS BEEN COMPLETED, THE SETTLING AREAS WILL BE EXCAVATED AND/OR
RESHAPED TO FINALIZE THE PONDS. DEWATERING STRUCTURES SHALL REMAIN IN PLACE UNTIL TRENCHING HAS BEEN COMPLETED.
ALL DISCHARGE SHALL BE CONTAINED WITHIN THE PROJECT AREA AS DESCRIBED. NO GROUNDWATER SHALL BE PUMPED DIRECTLY
OFFSITE
17. DURING CLEARING AND GRUBBING AND SITE GRADING STAGES, AREAS THAT ARE DISTURBED AND INACTIVE FOR MORE THAN 7
DAYS SHALL BE STABILIZED WITH RYE GRASS APPLIED AT MANUFACTURERS RECOMMENDATIONS. AFTER SEEDING EACH AREA
SHALL BE MULCHED WITH 4000 POUNDS OF STRAW PER ACRE.
MAINTENANCE PLAN DURING CONSTRUCTION
1. SILT FENCE REPAIRS SHALL BE MADE IMMEDIATELY. SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THEY REACH APPROXIMATELY
ONE HALF THE HEIGHT OF THE BARRIER,
2. MAINTENANCE SHALL BE PERFORMED ON THE CONSTRUCTION ENTRANCE WHEN ANY VOID SPACES ARE FULL OF SEDIMENT.
3. MULCH AND SOD THAT HAS WASHED OUT SHALL BE REPLACED IMMEDIATELY. ALL OTHER AREAS ARE TO BE SEEDED UNTIL
VEGETATION IS ESTABLISHED.
4. ANY WASH OUTS GOING INTO RETENTION PONDS SHALL BE CORRECTED BY INSTALLING A TEMPORARY BERM UPHILL AND
ADJACENT TO THE RETENTION POND. ONE SECTION OF 12 INCH PVC PIPE SHALL BE INSTALLED AT THE UPHILL TOE OF BERM AND
THROUGH THE BERM INTO THE RETENTION POND. PIPE AND BERM SHALL BE REMOVED WHEN SURROUNDING GROUND IS
PERMANENTLY STABILIZED.
5. INSPECTIONS SHALL BE PERFORMED AT LEAST ONCE A WEEK AND WITHIN 24 HOURS OF THE END OF A RAIN EVENT THAT IS 0.5
INCHES OR GREATER
6. THE INSPECTOR SHALL INSPECT ALL POINTS OF DISCHARGE, ALL DISTURBED AREAS OF CONSTRUCTION THAT HAVE NOT BEEN
STABILIZED, AREAS WHERE VEHICLES ENTER AND EXIT THE SITE, AND SEDIMENT CONTROL STRUCTURES.
7. THE INSPECTOR SHALL FURNISH A STORM WATER POLLUTION PREVENTION PLAN INSPECTION REPORT FORM IN THE FORMAT
DESCRIBED IN THE "SAMPLE COPY OF THE STORM WATER POLLUTION PREVENTION PLAN" AS OUTLINED ON THE FLORIDA
DEPARTMENT OF ENVIRONMENTAL PROTECTION WEBSITE.
MAINTENANCE PLAN AFTER CONSTRUCTION
THE STORMWATER FACILITY MUST BE MAINTAINED CORRECTLY IF IT IS TO PERFORM IN THE MANNER IT WAS DESIGNED. THE
STATEMENTS BELOW ARE INTENDED TO BE A GUIDE TO THE CORRECT WAYS TO MAINTAIN THIS FACILITY. THIS IS ONLY A GUIDE
AND SHOULD BE REVISED AS FIELD CONDITIONS REQUIRE. THE MAINTENANCE ENTITY SHALL BE RESPONSIBLE FOR MAINTAINING THE
SITE. FACILITIES SHALL BE INSPECTED BY A PROFESSIONAL ENGINEER AT INTERVALS OUTLINED IN THE ENVIRONMENTAL RESOURCE
PERMIT.
1. ALL STORMWATER PIPES, INLETS, CATCH BASINS, MANHOLES, FLUMES, POND INFLOW AND OUTFALL STRUCTURES (INCLUDING OIL
SKIMMERS), AND DISCHARGE PIPES SHOULD BE INSPECTED ON A REGULAR BASIS (MONTHLY OR QUARTERLY) AND AFTER MAJOR
RAINFALLS. THEY SHOULD BE MAINTAINED BY REMOVING BUILT- UP DEBRIS AND VEGETATION AND REPAIRING DETERIORATING
STRUCTURES.
2. MOW GRASS (WEEKLY DURING THE SUMMER MONTHS AND BI-WEEKLY DURING THE REMAINDER OF THE YEAR) WITHIN THE
STORMWATER RETENTION AREAS. GRASS CLIPPINGS SHALL BE COLLECTED AND PROPERLY DISPOSED OF.
3. CHEMICALS, OILS, GREASES OR SIMILAR WASTES ARE NOT TO BE DISPOSED OF DIRECTLY TO THE STORMWATER FACILITY OR
THROUGH STORM SEWERS. TREATMENT PONDS ARE DESIGNED TO TREAT NORMAL ROAD, PARKING LOT, ROOF AND YARD RUNOFF
ONLY. SOME CHEMICALS MAY INTERFERE WITH A TREATMENT POND'S FUNCTIONS OR KILL VEGETATION AND WILDLIFE. DISPOSE
OF THESE POTENTIALLY DANGEROUS MATERIALS PROPERLY BY TAKING THEM TO RECYCLING FACILITIES OR TO COLLECTION
LOCATIONS SPONSORED BY MANY LOCAL GOVERNMENTS. ALSO, DO NOT DISPOSE OF GRASS CLIPPINGS IN A SWMS. GRASS
CLIPPINGS POSE PROBLEMS BY SMOTHERING DESIRABLE VEGETATION, CLOGGING OUTFALL STRUCTURES AND, WHEN THEY
DECOMPOSE, MAY CAUSE UNSIGHTLY ALGAE BLOOMS THAT CAN KILL FISH.
A LEAD, CADMIUM AND MERCURY, AS WELL AS OTHER
4. ACCUMULATED POND SEDIMENTS MAY CONTAIN HEAVY METALS SUCH AS EA CADM U N U
POTENTIALLY HAZARDOUS MATERIALS. THEREFORE, SEDIMENTS REMOVED FROM STORM SEWERS, INLETS, PIPES AND PONDS
SHOULD BE DISPOSED OF AT AN APPROVED FACILITY (CHECK WITH YOUR COUNTY SOLID WASTE DEPARTMENT OR THE FLORIDA
DEPARTMENT OF ENVIRONMENTAL PROTECTION FOR DISPOSAL FACILITIES APPROVED TO ACCEPT TREATMENT POND SEDIMENT).
5. DURING ANY REPAIR OR MAINTENANCE ACTIVITY, USE CARE TO AVOID CAUSING EROSION OR SILTATION TRANSFER TO ADJACENT
OR OFF -SITE AREAS.
6. ALTERATIONS (FILLING, ENLARGING, ETC.) OF ANY PART OF THE STORMWATER FACILITY IS NOT PERMITTED WITHOUT PRIOR
APPROVAL FROM ALL APPLICABLE GOVERNING AGENCIES.
7. THE APPROVED OPERATION AND MAINTENANCE PERMIT AND AS -BUILT DRAWINGS ARE AVAILABLE AT YOUR LOCAL WATER
MANAGEMENT DISTRICT SERVICE OFFICE OR FROM THE PERMITTING AGENCY HAVING JURISDICTION. REFER TO THOSE PLANS AND
PERMITS FOR ADDITIONAL RESTRICTIONS, INSTRUCTIONS AND CONDITIONS.
8. IT IS USUALLY MORE COST-EFFECTIVE TO MONITOR AND PERFORM ROUTINE MAINTENANCE ON A STORMWATER MANAGEMENT
SYSTEM, RATHER THAN LET IT FAIL AND HAVE TO RECONSTRUCT THE ENTIRE SYSTEM.
9. MOSQUITO GROWTH CAN BE MINIMIZED IN A STORMWATER MANAGEMENT SYSTEM, BY THE FOLLOWING MEASURES:
DO NOT DUMP GRASS CLIPPINGS OR OTHER ORGANIC DEBRIS INTO A SWMS
DECAYING GRASS CLIPPINGS AND OTHER DECOMPOSING VEGETATION CREATE IDEAL CONDITIONS FOR BREEDING MOSQUITOES.
CLEAN OUT ANY OBSTRUCTIONS THAT GET INTO THE SYSTEM, DEBRIS CAN OBSTRUCT FLOW AND HARBOR MOSQUITO EGGS AND
LARVAE.
REMOVE WATER LETTUCE AND WATER HYACINTH, WHICH NOURISH AND SHELTER MOSQUITO LARVAE.
PAVING OPERATION NOTES
1. BEFORE PAVING OPERATIONS BEGIN, THE ENGINEER SHALL BE PROVIDED WITH ALL DENSITY TESTING INCLUDING PIPE BACKFILL,
SUBGRADE, AND ROAD BASE. TESTING SHALL BE PROVIDED BEFORE ANY PREPAVING MEETINGS ARE SCHEDULED.
2. ASPHALT MIX DESIGNS MUST BE PROVIDED TO THE ENGINEER FOR APPROVAL PRIOR TO PAVING, MIXES MUST BE SIGNED AND
SEALED BY A PROFESSIONAL ENGINEER OR SUPPLIED BY AN APPROVED FDOT PLANT.
3. ANY DEVIATIONS IN ASPHALT TYPE, LIFT THICKNESS, OR COMPACTION MUST BE PRESENTED TO THE ENGINEER FOR APPROVAL
PRIOR TO IMPLEMENTATION. DEVIATIONS MAY REQUIRE APPROVAL BY THE AHJ.
4. IT IS RECOMMENDED THE CONTRACTOR SUBMIT A TESTING PLAN TO THE ENGINEER BEFORE COMMENCING PAVING OPERATIONS
SO ANY DEFICIENCIES CAN BE DETERMINED BEFORE STARTING,
5. TESTS FOR IN -PLACE DENSITY AND LAYER THICKNESS, FOR EACH COURSE, SHALL BE CONDUCTED AT A FREQUENCY OF ONE TEST
PER 300 LINEAR FEET OF ROADWAY (MINIMUM 3 TESTS PER ROAD).
6. 6" PAVEMENT CORES ARE TO BE TAKEN AT A MINIMUM FREQUENCY OF 3 CORE PER 500 TONS OF ASPHALT. DENSITY, THICKNESS,
AND GRADATION REPORT IS TO BE PROVIDED FOR ASPHALT, BASE, AND SUBGRADE. MINIMUM ASPHALT DENSITY SHALL BE 89%
GMM, WITH A MINIMUM AVERAGE BETWEEN 3 CORES OF 92% GMM.
7. MINIMUM LIFT THICKNESS SHALL CONFORM TO FOOT SPECIFICATIONS 334-1.4.1.
8. WHEN THE DEFICIENCY IN THICKNESS IS IN EXCESS OF THE MINIMUM THICKNESS REQUIRED ON APPROVED PLANS, LESS THE
ALLOWABLE CONSTRUCTION TOLERANCE, THE CONTRACTOR SHALL CORRECT THE DEFICIENCY EITHER BY REPLACING THE FULL
THICKNESS FOR A LENGTH EXTENDING AT LEAST 50 FEET FROM EACH END OF THE DEFICIENT AREA, OR WHEN PERMITTED BY THE
CITY ENGINEER BY OVERLAYING THE ENTIRE WIDTH OF THE AREA. NORMALLY AN OVERLAY WILL NOT BE PERMITTED IN A
CONCRETE CURB SECTION.
9. ASPHALT SHALL BE UNIFORM IN TEXTURE AND SLOPE TO THE GREATEST EXTEND POSSIBLE. AREAS OF POOR GRADATION SHALL BE
REPAIRED AT THE CONTRACTORS EXPENSE.
10. TESTS FOR SUBGRADE STABILIZATION SHALL BE LOCATED NO MORE THAN 400 FEET APART (FOR ROADWAYS) OR EVERY 8,000 SF
(FOR PARKING LOTS) AND SHALL BE STAGGERED TO THE LEFT, RIGHT, AND ON THE CENTERLINE OF THE ROAD.
1. SEE BOUNDARY & TOPOGRAPHY SURVEY FOR LEGAL DESCRIPTION & BENCHMARK INFO.
2. CONTRACTOR TO REFERENCE ARCHITECTURAL DRAWINGS FOR DETAILED DESIGN OF PROPOSED BUILDING, INCLUDING SLAB
DESIGN, UTILITY CONNECTIONS, DOORWAYS, AND OTHER SITE ITEMS, GC TO NOTIFY ENGINEER OF RECORD OF ANY DEVIATIONS
FROM CIVIL PLANS BEFORE CONSTRUCTION.
3. ALL PAVEMENT MARKINGS SHALL BE PAINTED, UNLESS OTHERWISE NOTED, AND SHALL BE ACCOMPLISHED WITH USE OF PAINTING
MACHINES AND/OR STENCILS. ALL PAINT FOR PAVEMENT MARKINGS SHALL MEET THE REQUIREMENTS OF SOLVENTBORNE
APPLICATION RECOMMENDATIONS.
4. PARKING STALLS STRIPING SHALL BE 4" WIDE AND SHALL BE STRAIGHT WITH A CLEAN EDGE. ALL DIRECTIONAL ARROWS, STOP
BARS, ETC SHALL CONFORM TO THE LATEST MUTCD. i
5. ALL STRIPING WITHIN FDOT AND CITY OF ZEPHYRHILLS RIGHT OF WAY TO BE IN ACCORDANCE WITH FDOT INDEX 711-001.
�6. CONTRACTOR TO SAW CUT EXISTING PAVEMENT AT PROPOSED DRIVEWAY TIE IN'S TO PROVIDE A CLEAN EDGE FOR NEW
PAVEMENT AND BASE CONNECTION.
�7. CONTRACTOR TO BECOME FAMILIAR WITH AND ADHERE TO ALL ADA STANDARDS.
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`8. CONTRACTOR TO CONSTRUCT SIDEWALKS WITH A MAXIMUM 2% CROSS SLOPE AND A MAXIMUM 5% LINEAR SLOPE UNLESS
OTHERWISE SPECIFIED ON THE CONSTRUCTION DOCUMENTS. ANY SIDEWALKS CONSTRUCTED FOUND TO BE IN EXCESS OF THESE
SLOPES WILL BE REQUIRED TO BE RECONSTRUCTED AT CONTRACTORS EXPENSE,
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9. CONSTRUCT HANDICAP RAMPS AT EACH DRIVEWAY PER ADA STANDARDS.
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10. CONTRACTOR TO PROVIDE SMOOTH TRANSITION AT LOCATIONS WHERE EXISTING FEATURES MEET PROPOSED FEATURES
(CONCRETE, ASPHALT, ETC.).
11. ALL "MEG" MATCH EXISTING GRADE ELEVATION N ROADWAY F N S 0SURFACES OR EDGES AND UNDERGROUND STORM UTILITY PIPES
SHOWN ARE APPROXIMATE.
12, AT A MINIMUM, ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED WITH EITHER SOD OR SEED. SOD OR SEED
AREAS SHOULD BE WATERED BY EITHER IRRIGATION OR TANKER TRUCKS UNTIL ESTABLISHED. SOD SHALL BE STAKED AS
REQUIRED IN SLOPED AREAS AND MONITORED FOR WASHOUTS. ONCE THE SOD IS ESTABLISHED, GC MAY REMOVE STAKES. SEEDED
AREAS MUST BE WATERED AS NECESSARY TO ALLOW GRASS TO BEGIN GROWING.
13. FOR TYPICALLY WET PONDS, SIDE SLOPES SHALL BE SODDED TO THE NORMAL WATER ELEVATION.
'i14. CONTRACTOR SHALL OBTAIN THE LATEST EDITION OF THE SOIL REPORT FOR THIS PROJECT. GC SHALL ADHERE TO ALL
RECOMMENDATIONS AND INSTRUCTIONS INCLUDED IN SOIL REPORT.
15. A COPY OF THE APPROVED PERMIT AND DRAWINGS MUST BE ON THE JOBSITE AT ALL TIMES.
116. ANY SIDEWALKS DISTURBED DURING CONSTRUCTION ARE TO BE REPLACED.
17, IF CONSTRUCTION, RECONSTRUCTION, REPAIR OR MAINTENANCE ACTIVITY NECESSITATES THE CLOSING OF ONE OR MORE TRAVEL
LANES OF ANY ROAD ON THE STATE PRIMARY, COUNTY ROAD OR CITY STREET SYSTEM FOR A PERIOD OF TIME EXCEEDING TWO
G HOURS, THE PARTY PERFORMING SUCH WORK WILL BE RESPONSIBLE TO GIVE NOTICE TO THE APPROPRIATE LAW ENFORCEMENT
AGENCY WHICH HAS JURISDICTION WHERE SUCH ROAD IS LOCATED PRIOR TO COMMENCING WORK ON THIS PROJECT.
18. ALL TRAFFIC SIGNALS ARE TO REMAIN IN ACTUATION DURING CONSTRUCTION.
19. TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF FDOT INDEX 102-600 THROUGH 102-670.
20.TRAFFIC SHALL BE MAINTAINED THROUGH THE WORK ZONE AT THE ESTABLISHED SPEED LIMIT.
g21.DURING NON -WORKING HOURS, THE DROP-OFF BETWEEN THE TRAVEL LANES AND THE WORK AREA SHALL BE MAINTAINED IN
ACCORDANCE WITH INDEX 102-600.
22.ROUTING TRAFFIC ONTO MILLED SURFACES IS PROHIBITED. MILLING AND RESURFACING MUST BE ACCOMPLISHED DURING
NON -PEAK HOURS WITH LANE CLOSURES AND UTILIZATION OF STANDARD INDICES SUCH AS 102-603 (MODIFIED FOR APPROPRIATE
POSTED SPEED), 102-606, AND/OR OTHER APPROPRIATE SPECIAL DETAILS.
r
`23.SIDEWALKS ARE TO BE CONSTRUCTED WITH A V FLAT AREA ON BOTH SIDES OF THE SIDEWALK.
24. ALL MILLED SURFACES MUST BE PAVED BACK THE SAME NIGHT UNLESS OTHERWISE AUTHORIZED.
25.PROPOSED OBJECT MARKERS FOR HEADWALLS SHALL CONFORM TO THE FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION SECTIONS 705 AND 993.
26. CONTRACTOR TO RELOCATE ALL SIGNS AND DEATH MARKERS THAT ARE OUT OF COMPLIANCE DUE TO ROAD WIDENING PER FDOT
INDEX 700-101.
1j27. ALL EXISTING MARKINGS THAT ARE IN CONFLICT WITH PROPOSED MARKINGS SHALL BE REMOVED.
j28.THE PERMANENT REMOVAL OF SIGNS WITHIN THE CONSTRUCTION LIMITS ARE NOT REQUIRED UNLESS SHOWN IN THE PLANS. ALL
�ADJUSTMENTS SHALL BE IN ACCORDANCE WITH FDOT SPECIFICATIONS.
29.DO NOT PLACE THERMOPLASTIC STRIPES AND MARKINGS ON NEWLY CONSTRUCTED FINAL SURFACES COURSES PRIOR TO 30
CALENDAR DAYS AFTER PLACEMENT OF THE FINAL SURFACE COURSE. THE ENGINEER MAY REQUIRE LONGER CURE PERIODS.
PROVIDE TEMPORARY MARKINGS IF THE ROAD IS OPEN TO TRAFFIC.
30.THE LOCATIONS OF EXISTING UTILITIES SUCH AS WATER MAINS, SEWER, GAS LINES, ETC., AS SHOWN ON THE PLANS HAVE BEEN
DETERMINED FROM THE BEST AVAILABLE INFORMATION, AND ARE PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR.
HOWEVER, THE ENGINEER AND OWNER DO NOT ASSUME RESPONSIBILITY FOR THE SIZES AND LOCATIONS SHOWN, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF THE SIZE AND LOCATION OF ALL EXISTING UTILITIES SHOWN
AND NOT SHOWN ON THESE PLANS AND RELATED CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION
i
AND HAVE THEIR FACILITIES LOCATED IN THE FIELD PRIOR TO ANY WORK.
,31.BENCHMARKS AND OTHER REFERENCE POINTS SHALL BE CAREFULLY MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. IF
DISTURBED OR DESTROYED, THESE POINTS SHALL BE REPLACED BY A FLORIDA P.L.S. AT CONTRACTOR'S EXPENSE,
32.THE CONTRACTOR IS DIRECTED TO NOTIFY SLOAN ENGINEERING GROUP, INC., PHONE (863) 800-3046, FOR PROBLEMS REQUIRING
DEVIATION FROM THESE PLANS AND SPECIFICATIONS.
33.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTING STRUCTURES, ETC., UNLESS
OTHERWISE NOTED. ALL SOIL STRIPPINGS AND ANY UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF
BY THE CONTRACTOR UNLESS OTHERWISE DIRECTED BY THE OWNER.
�34.THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES AND UTILITIES NOTED TO REMAIN, FROM DAMAGE OR
DISPLACEMENT DURING CONSTRUCTION. IN THE EVENT OBSTRUCTIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL PROMPTLY
NOTIFY THE ENGINEER AND THE UTILITY COMPANY. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS INCURRED TO
REPAIR DAMAGE OR CORRECT DISPLACEMENT.
35.THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT ALL TREES AND OTHER VEGETATION OUTSIDE THE LIMITS
OF CONSTRUCTION.
36. WHEN DETAILS ARE PROVIDED, CONTRACTOR SHALL CONSTRUCT JOB PER SPECIFIC DETAILS, AND NOT BY SCALING FROM THESE
PLANS.
37.THE CONTRACTOR SHALL RESTORE OFF SITE CONSTRUCTION AREAS TOEQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO
COMMENCEMENT OF CONSTRUCTION. IT IS RECOMMENDED TO PROVIDE A VIDEO OF EXISTING CONDITIONS TO THE ENGINEER.
38.THE CONTRACTOR SHALL TAKE SPECIAL NOTICE THAT ALL SPECIFICATIONS AND DETAILS SHOWN HEREON ARE BELIEVED TO BE
} THE LATEST AND MOST ACCURATE AT THE TIME OF DESIGN AND SUBMITTAL, HOWEVER THE ENGINEER DOES NOT WARRANTY ANY
OF THE PROVIDED SPECIFICATIONS AND DETAILS. THESE SPECIFICATIONS AND DETAILS ARE SUBJECT TO REVISION BY THE
ISSUING MUNICIPALITIES AND AGENCIES. IT IS THE SOLE RESPONSIBILITY OF E CONTRACTOR TO ENS R THAT AL THE ENSURE A L
CONSTRUCTION, TESTING AND MATERIALS CONFORM TO THE LATEST EDITIONS OF THE DESIGN REFERENCES INCLUDING, BUT NOT
LIMITED TO THE MUNICIPAL LAND DEVELOPMENT REGULATIONS, FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION, FOOT MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS
AND HIGHWAYS (GREEN BOOK) AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS.
39.THE CONTRACTOR SHALL INSTALL DROP CURBS AND HANDICAP RAMPS AT ALL INTERSECTIONS OF THE SIDEWALK WITH THE
EXISTING AND PROPOSED PAVEMENT TO A.D.A. SPECIFICATIONS. ALL SIDEWALK RAMPS SHALL HAVE DETECTABLE WARNINGS PER
FOOT STANDARD PLAN INDEX 522-002 FOR THE CURB RAMP AS SPECIFIED ON THESE PLANS.
COMPACTION, AND INSPECTION NOTES
�1. IT IS RECOMMENDED THE CONTRACTOR SUBMIT A TESTING PLAN TO THE ENGINEER BEFORE COMMENCING CONSTRUCTION SO ANY
DEFICIENCIES CAN BE DETERMINED BEFORE STARTING.
2. PROCTOR TESTS SHALL BE PERFORMED ON ALL MATERIAL TO BE USED AS BACKFILL. TESTING FREQUENCY SHALL BE PER FDOT
SPECIFICATIONS SECTION 125-9, MINIMUM 1 TEST PER SOIL TYPE OR REPRESENTATIVE SAMPLE.
3. ALL PIPE SHALL BE CAREFULLY LAID, TRUE TO THE LINES AND GRADES AS SHOWN ON THE PLANS. ALL PIPE SHALL BE LAID IN DRY
BEDDING CONDITIONS.
;4. BACKFILLING SHALL PROGRESS AS RAPIDLY AS THE CONSTRUCTION AND TESTING OF THE WORK WILL PERMIT. ALL BACKFILL
MATERIAL SHALL BE SUITABLE AND FREE OF DELETERIOUS MATERIAL.
5. MATERIAL NOT SUITABLE FOR BACKFILL INCLUDES MUCK, ROCK, CLAY, PHOSPHATE SLIMES, OR OTHER PLASTIC MATERIALS
INCLUDING A-2-6, A-2-7, A-5, A-6, AND A-7. NOTE: A-7 MAY BE USED AS SPECIFIED IN FDOT SPECIFICATIONS SECTION 125-8. THESE
SOILS, IF ENCOUNTERED DURING SITE PREPARATION, SHOULD BE REMOVED WITHIN A 6' MARGIN OF THE CONSTRUCTION AREA
r AND FOOT #57 AGGREGATE BEDDING MATERIAL SHALL BE PLACED UNDER THE PIPE IN ACCORDANCE WITH THE TYPE A BEDDING
DETAIL.
6. THE INITIAL BACKFILL SHALL BE CAREFULLY DEPOSITED ON BOTH SIDES OF THE PIPE AT THE SAME TIME AND UNIFORMLY
COMPACTED AROUND THE BARREL OF THE PIPE UNTIL ENOUGH HAS BEEN PLACED TO PROVIDE A COVER OF 12" ABOVE THE CROWN
OF THE PIPE. IN NO CASE SHALL BACKFILL MATERIAL BE PLACED IN THE TRENCH IN A MANNER THAT WILL CAUSE SHOCK TO OR
UNEQUAL PRESSURE ON THE PIPE.
17. INITIAL LIFTS OF 6" SHALL BE PLACED UP TO THE TOP OF PIPE. LIFT MAY CONTINUE AT 12" INTERVALS THEREAFTER IF
! COMPACTION REQUIREMENTS CAN BE ACHIEVED.
�8. IN AREAS WITHIN 6' OF ANY PAVED SURFACE, BACKFILL SHALL BE COMPACTED TO 100% OF T-99. IN ALL OTHER AREAS, BACKFILL
SHALL BE COMPACTED TO 95% OF T-180.
9. EXCAVATABLE FLOWABLE FILL IS ACCEPTABLE,
I
10. BACKFILL AROUND STRUCTURES SHALL BE COMPACTED TO 100% OF T-99.
11. COMPACTION TESTS SHALL BE IN ACCORDANCE WITH SECTION 125 8 OF THE FOOT STANDARD SPECIFICATIONS FOR ROAD AND
BRIDGE CONSTRUCTION, LATEST EDITION. THE CITY/COUNTY ENGINEER MAY DETERMINE THAT MORE COMPACTION TESTS ARE
REQUIRED TO CERTIFY THE INSTALLATION DEPENDING ON FIELD CONDITIONS. THE LOCATIONS OF COMPACTION TESTS WITHIN
THE TRENCH SHALL BE IN CONFORMANCE WITH THE FOLLOWING SCHEDULE:
11.1. CROSS DRAIN CULVERTS SHALL HAVE A MINIMUM OF TWO DENSITY TESTS PER LIFT.
11.2. ONE TEST AT THE SPRING LINE OF THE PIPE.
11.3. AT LEAST ONE TEST FOR EACH 12-INCH LAYER OF BACKFILL WITHIN THE PIPE BEDDING ZONE FOR PIPES 24 INCHES AND
LARGER.
11.4. ONE TEST AT AN ELEVATION OF ONE FOOT ABOVE THE TOP OF THE PIPE.
11.5. ONE TEST FOR EACH TWO FEET OF BACKFILL PLACED FROM ONE FOOT ABOVE THE TOP OF THE PIPE TO FINISHED GRADE
ELEVATION.
1 11.6. TESTS SHALL BE STAGGERED AROUND EACH MANHOLE AND WITHIN THREE FEET OF EACH STRUCTURES OUTSIDE PERIMETER
f
IN ACCORDANCE WITH THE FOLLOWING SCHEDULE:
11.6.1. FIRST TEST SHALL BE ONE FOOT ABOVE THE STRUCTURE BASE; AND
11.6.2. SECOND TEST SHALL BE TWO FEET ABOVE FIRST TEST
11.6.3. SUBSEQUENT TESTS SHALL BE EVERY TWO FEET UP TO FINISHED SUBGRADE.
,12. CONTRACTOR TO INSPECT ALL STORM PIPES AND GRAVITY SANITARY SEWER MAINS UTILIZING A CLOSED CIRCUIT TELEVISION
SYSTEM PREPARING A DVD OF THE RESULTS. THE INSPECTION SHALL DETERMINE THE CONDITION OF THE PIPE FOR
ACCEPTABILITY. VIDEO SHALL EXTEND TO THE END OF ALL PIPES. TV INSPECTION IS NOT REQUIRED FOR SANITARY LATERALS,
CONTRACTOR MAY REQUEST LAMPING INSPECTION FOR PRIVATE STORM SEWER INSTALLATION IN LIEU OF TV INSPECTION.
1. CONTRACTOR TO MAKE A SUNSHINE ONE CALL AND FIELD LOCATE ALL EXISTING UTILITIES. ALL EXISTING UTILITY LOCATIONS
SHOWN ARE APPROXIMATE.
2. ALL VALVES, SERVICES, FITTINGS, HYDRANTS, ETC. ARE NOT DRAWN TO SCALE BUT ARE SHOWN FOR SCHEMATIC PURPOSES ONLY.
FOR PROPER INSTALLATION DETAILS SEE WATER AND SEWER DETAILS AND SPECIFICATIONS. I
3. CONTRACTOR TO PERFORM ALL CONNECTIONS TO EXISTING WATER MAIN IN THE PRESENCE OF AUTHORIZED CITY OF
ZEPHYRHILLS UTILITIES DIVISION PERSONNEL. j
4. BACTERIOLOGICAL SAMPLING POINTS SHALL BE TAKEN AT ALL POINTS SHOWN ON UTILITY PLANS AND ALL POINTS INDICATED ON
THE FDEP PERMIT. A MINIMUM OF i SAMPLE SHALL BE TAKING AT THE PROPOSED METER LOCATION. j
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTING THE SEWER &WATER DISTRIBUTION SYSTEM ACCORDING TO THE
ENGINEER'S DESIGN AND THE LATEST CITY OF ZEPHYRHILLS UTILITIES SPECIFICATIONS AND PROCEDURES.
6. CONTRACTOR SHALL PROVIDE ALL SERVICE AND BEND LOCATIONS TO THE ENGINEER FOR ASBUILT/RECORD DRAWINGS.
7. ALL PRESSURIZED MAINS SHALL BE POLY -PIGGED.
B. AS -BUILT DRAWINGS SHALL INDICATE ANY DEPARTURES FROM THE APPROVED PLANS DURING CONSTRUCTION.
I
9. THE SUBDIVIDER OR CONTRACTOR SHALL NOTIFY THE CITY ENGINEER DIVISION AT LEAST ONE WEEK PRIOR TO CONSTRUCTION.
10. PROPOSED MANHOLES WITH INVERT SEPARATIONS OF 2.0 FEET OR GREATER WILL REQUIRE A DROP CONNECTION:
11. ALL HYDRANTS TO BE BETWEEN 5 AND 10 FEET BACK OF CURB AND 2 FEET FROM SIDEWALK. NOZZLE TO BE DIRECTED TOWARDS
THE FIRE DEPARTMENT ACCESS ROAD.
12. BLUE REF INSTALLED IN THE ENTER F THE LANE NEAREST THE FIRE HYDRANT,
LECTORS TO BE STAL C 0
13. THE CONTRACTOR SHALL OBTAIN A CITY OF ZEPHYRHILLS AND FOOT RIGHT OF WAY USE PERMIT PRIOR TO THE COMMENCEMENT
OF ANY WORK WITHIN CITY OF ZEPHYRHILLS OR FDOT RIGHT OF WAY.
14. ALL WATER AND SEWER LINES ARE TO BE INSTALLED WITH A MINIMUM OF 3' OF COVER.
15. ALL CONSTRUCTION MATERIALS SHALL BE LISTED ON THE APPROVED MATERIALS LIST PROVIDED BY THE UTILITY COMPANY.
CONTRACTOR TO ENSURE ALL PUBLICLY MAINTAINED ITEMS ARE IN ACCORDANCE WITH THE UTILITY CODE.
16. HORIZONTAL AND VERTICAL SEPARATION BETWEEN DISSIMILAR UTILITIES ARE TO BE MAINTAINED PER THE PROVIDED
SEPARATION DETAIL. WHERE POSSIBLE, THE LEAST -CONTAMINATED UTILITY SHALL BE PLACED ABOVE THE OTHERS, MINIMUM
VERTICAL SEPARATION OF DISSIMILAR UTILITIES IS 12" UNLESS OTHERWISE NOTED.
17. SLOAN ENGINEERING GROUP SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO ANY TESTING OR DISINFECTION.
18. HYDROSTATIC TESTS CONSISTING OF PRESSURE TEST AND LEAKAGE TEST SHALL BE CONDUCTED ON ALL NEWLY -INSTALLED
PRESSURE PIPES AND APPURTENANCES. THE TESTS SHALL BE IN ACCORDANCE WITH PROVISIONS OF AWWA C600 OR M23 AS
APPLICABLE. ADDITIONAL TESTING STANDARDS BY THE UTILITY COMPANY MAY BE REQUIRED.
19. DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C651-DISINFECTING
WATER MAIN.
20.ROOF DRAINS, FOUNDATION DRAINS OR OTHER STORM WATER CONNECTIONS TO THE SANITARY SEWER ARE PROHIBITED.
21. WHERE THE SOILS REPORT INDICATES THE POSSIBILITY OF UNSUITABLE MATERIAL IN THE VICINITY OF UTILITY LINES, THE
CONTRACTOR SHALL DETERMINE THE NATURE AND EXTENT OF THIS UNSUITABLE MATERIAL, PREPARE TRENCH AND INSTALL THE
UTILITY LINES IN ACCORDANCE WITH ASTM D-2321. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER OF
THIS UNSUITABLE MATERIAL.
22.F0 R PURPOSESF BA KFILLIN TRENCHES: COMMON FILL SHALL CONSIST OF MINERAL SOIL SUBSTANTIALLY FREE OF CLAY O C G
ORGANIC MATERIAL MUCK LOAM WOOD TRASH AND OTHER OBJECTIONABLE MATERIAL WHICH MAY BE COMPRESSIBLE OR WHICH
CANNOT BE COMPACTED PROPERLY. COMMON FILL SHALL NOT CONTAIN STONES LARGER 3-1/2 INCHES IN ANY DIMENSION IN THE
TOP 12 INCHES OR SIX INCHES IN ANY DIMENSION IN THE BALANCE OF FILL AREA. COMMON FILL SHALL NOT CONTAIN ASPHALT,
BROKEN CONCRETE, MASONRY, RUBBLE OR OTHER SIMILAR MATERIALS. IT SHALL HAVE PHYSICAL PROPERTIES SUCH THAT IT CAN
BE READILY SPREAD AND COMPACTED DURING FILLING. ADDITIONAL COMMON FILL SHALL BE IN ACCORDANCE WITH FOOT
SPECIFICATIONS, UNLESS FINER MATERIAL IS APPROVED FOR USE IN A SPECIFIC LOCATION BY THE UTILITY COMPANY.
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SITE CHARACTERISTICS
PARCEL INFORMATION:
PARCEL ID: A PORTION OF 14-26-21-0010-03200-0010
PROPOSED USE: COMMERCIAL
FLOOD AREA: ZONE'X' PER FEMA MAP 12105CO456F 09/26/2014
ZONING / LAND USE: FBC (FORM -BASED CODE)
PARCEL AREA: 1.255 AC
BUILDING SETBACKS:
NORTH: 0'
SOUTH: 0'
EAST: 0'
WEST: 0'
DEVELOPMENTAL STATISTICS
PRE DEVELOPMENT
IMPERVIOUS: 0.000 AC 0 SF 0.00%
PERVIOUS: 1.255 AC 54,656 SF 100.00%
TOTAL SITE AREA: 1.255 AC 54,656 SF 100.00%
POST DEVELOPMENT
PERVIOUS 0.564 AC 24,548 SF 44.91%
IMPERVIOUS 0.691 AC 30,108 SF 55.09%
PAVEMENT/CONCRETE 0.447 AC 19,468 SF
BUILDING 0.244 AC 10,640 SF
TOTAL SITE AREA: 1.255 AC 54,656 SF 100.00%
PARKING STATISTICS
REQUIRED PARKING:
1 SPACE PER 200 SF GFA = 53 SPACES
PROVIDED PARKING:
STANDARD SPACES 31SPACES
HANDICAP SPACES 2 SPACES
TOTAL PARKING PROVIDED = 33 SPACES
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PROJECT NO. SHEET
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2341 1 C400
1
TYPE 'C INLET TO CONNECT TO
EXISTING 18" PIPE @ INVERT
ELEVATION 80.99
A 5-109
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A TYPE'C' INLET PER �• 82.t9
a1 FDOT INDEX 520-001
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TOP: 83.00„
12" SLOT @ 81.75 ®'82 0
[ No,INV IN: 80.99 (S)
m I-773
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TYPE T' INLET PER
FOOT INDEX 520-001
TOP: 85.75
INV OUT: 82.75 (E)
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84,0
83.0 o m
82.0 0
S-110
12" NYOPLAST YARD DRAIN
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W roL I I I I P., INV• 81.50
w . w S-103
W INV:80.30''
RYPEENDWALL PER W CS 100 n
FOOT INDEX 430 001 TYPE 'C' INLET PER
w w FOOT INDEX 520-001
TOP: 85.55
w W W w INV OUT: 82.25 (E)
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U-TYPE ENDWALL PER coo A
FOOT INDEX 430-001
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SCALE: 1 " = 20'
0' 20' 40'
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1/4" ENVIROSKIM FIBERGLASS SKIMMER
OR EQUAL 12" FROM STRUCTURE
TYPE "C" DITCH BOTTOM INLET SECURED W/ 3/8" S.S. BOLTS
(FDOT INDEX 425-052
CONTROL STRUCTURE DETAIL
N.T.S.
CONTROL STRUCTURE
A
B
C
D
E
I F X G
I H
I I
CS-100
85.55
86.25
83.50
12"
83.25
1 24" X 36"
83.80
1"
WEEP HOLE NOTE (S-106 & S-107)
1. ALL WEEP HOLES TO BE 5" DIAMETER CIRCLE HOLE ON
THE BOTTOM OF THE STRUCTURE. 0.5 CUBIC
FEET(12"X12"X6") OF NO. 6 AGGREGATE TO BE PLACED
UNDER EACH HOLE. 1 SQ.FT. OF GALVANIZED WIRE
MESH V4" OPENINGS) SHALL BE PLACED BETWEEN THE
AGGREGATE AND THE CONCRETE.
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PROJECT NO. SHEET
2341 'I C500
M.E.G.
10
M.E.G. @ 84,33 M.E.G. @ 81.67 f j ''
ls
AREA TO BE FILLS IN TO ELEVATION 83.00. 0g
TYpE'C' INLET G E ELEVATION TO BE SET AT 83.00. bl° x
12" SLOT AT 81.75, ' ' ``:.
83,24
M M.E.G_@ 81.67 ul
+2,20 - - - - - - - - - - X - - X X - - X x - - X u - --X
M.E.G. LINE
�' M.E.G. @ 82.87�. M.E.G. @ 81.91 82 Asa' �P 8.;,•..; - rya
83.91 n t p 5 UN
r PAVED SfIOULDERi
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1 +y 83.0�_ \ € E
83.61 82.88E f Z;
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33.31 < < < < < .0
< < < 82.58 \ 82.68
81.23
M.E. . @ 82.16 ,
5' UNPAVED SH04LDER
/ I 1 M.E.G. @ 82.60 M.E.G. LINE M.E.G. @ 81.73
€ 81.20 .}}' GRADE BREAK
" f
M.E.G. @ 81.73
I G 82.70
4. "`82
M.E.G. @ 82.16
I 83.13
5' UNPAVED SHOULDER
1 M.E.G. LINE
F,l im 82.49
t
E.G, @ 82.23 g3 + 83.96
M.E.G. @ 83.04 /
3.58
€
M.E.G. @ 82.77 /
CONCTRACTOR TO EXCAVATE AND
CONNECT DITCH BOTTOMS AND TOPS /
@ 83.16 € `
j M.E.G. @ 84.20
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86.71
95
76
85.83
86.16
81.80
t''� Ef�. �y •,�� .� '€t� EGA �' �4f IN s �'�' ��� � •:`��.., ` � � �
M.E.G. @ 82.56
x� �` €�€�E yr �€ *, �� � �,, a� ;ft � E€ fit, �.,•,;� � i
' k 82.29 82 87
M.E.G. @ 82 60
82.05 82.0 82.48 82.75 M.E.G. @ 83.04 (�
81.75 < < < < 82.23 < < < 82.68 #
81.50 81.59 81.68 I j
_.... ....................................- - -
ji`' 81.75 82.24
M.E.G. @ 81.87 M.E.G. @ 82.50 I 4'
f M.E.G. @ 82.95
81.83
82.51 1 4T
82.95 +
82.13 t }4.•
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M.E.G. @ 83.18 �
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M.E.G, @ 83.21
° A 82.18 +
UNPAVED SHOULDER 83.18 j
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DATUM CONVERSION NOTE
l
1. ELEVATIONS ARE BASED ON NAVD 1988 DATUM. TO
CONVERT TO NGVD 29, ADD 0.85' FROM THE
ELEVATIONS SHOWN.
ENLARGED VIEW OF HANDICAP PARKING
SCALE: 1" = 10'
SCALE: I" = ZO'
"mmalm"m
O' 20' 40'
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PROJECT NO. SHEET
2341 1 C600
OH
APPROXIMATE LOCATION OF
TELECOMMUNICATION CONNECTION.
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GC TO COMMUNICATE WITH
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FRONTIER FOR CONNECTION
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P� PAY _........_.� PW �.......__
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PROPOSED 8" SANITARY SEWER LINE TO CONNECT TO EXISTING SANITARY
MANHOLE VIA CORE DRILL IN ACCORDANCE WITH THE CITY OF ZEPHYRHILLS
UTILITY STANDARDS. CONTRACTOR SHALL PROVIDE WRITTEN REQUEST WITH
PROPOSED TIME AND DATE OF CONNECTION AT LEAST 5 WORKING DAYS IN
ADVANCE OF PLANNED CONNECTION.
PROPOSED INVERT ELEVATION: 77.76
EXISTING RIM TO BE RAISED TO ELEVATION 82.74
*CONTRACTOR TO RECONSTRUCT MANHOLE FLOW CHANNELS AS NECESSARY*
SURVEYED GAS LINE FLAGS
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147 LF 8" SDR 26 PVC @ 0.45%
PROPOSED SANITARY MANHOLE
TOP: 85.83
INV IN (S): 78.42
INV OUT (N): 78.42
6" 450 BEND
6" FIRE LINE BFP
FDC
6" GATE VALVE —�
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C�
TELECOMM CONNECTION (MIN. 3' COVER)
°.
- a
FIRE CONNECTION TO BUILDING. SEE
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ARCHITECTURAL PLANS FOR CONTINUATION
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F.F. ELEVATION: 87.25
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TOP:87.20
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INV:80.63
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4" SANITARY SEWER
CONNECTION TO BUILDING
MIN. T DEPTH, SEE PLUMBING
PLANS FOR CONTINUATION
INV: 83.00
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- CONFLICT #5
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ELLIPTICAL STORM
PIPE
INV: 79.93
INV: 77.87
PROPOSED 8" SAN. SEWER
CONFLICT DETAIL 5
N.T.S.
Fee —a
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- PROPOSED 12 " STORM
PIPE
INV: 82.34
iV
\ \- INV: 79.22
PROPOSED 4" SAN. SEWER
CONFLICT DETAIL 1
N.T.S.
PROPOSED 2" PROPOSED 12"
POTABLE WATER ADI STORM
LINE O PIPE
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NOTE:
INSTALL 45° BENDS AS NECESSARY TO ACHIEVE A
MIN. OF 12" VERTICAL SEPARATION.
CONFLICT DETAIL 2
N.T.S.
PROPOSED 6" PROPOSED 12"
FIRE LINE ADI STORM
O PIPE
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NOTE:
INSTALL 450 BENDS AS NECESSARY TO ACHIEVE A
MIN. OF 12" VERTICAL SEPARATION.
CONFLICT DETAIL 3
N.T.S.
PROPOSED PROPOSED 4" SAN,
6" FIRE LINE SEWER PIPE
O
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NOTE:
INSTALL 45' BENDS AS NECESSARY TO ACHIEVE A
MIN. OF 12" VERTICAL SEPARATION,
CONFLICT DETAIL 4
N.T.S.
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1 1" IRRIGATION METER AND BFP
Ji N
1" 90° BEND
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12' J
2" PE4710 DR9 POLYETHYLENE TUBING J
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PROPOSED TIME AND DATE 1" POTABLE WATER 5.1
OF CONNECTION AT LEAST METER AND BFP O Z
48 HOURS IN ADVANCE OF W
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TO CONNECT TO EXISTING
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ENLARGED VIEW OF METER AREA 2341
3 '? 1 i
SCALE: 1" = 5'
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90
89
88
F
87
SEE ARCHITECTL
PLANS FOR MORE DE
86
85
84
83
82
0
10' MIN.
CONCRETE SIDEWALK 1'
FLAT
30 40
SECTION A -A
VERT. SCALE: 1" = 2'
HORIZ. SCALE 1" = 10'
88
d
FF: 87.25 x
87 I_ _ 87
SEE ARCHITECTURAL -1.8% I
PLANS FOR MORE DETAIL
EXISTING
86 — GRADE 86
1.7%
85 _ 6. a/o 85
STEM WALL (TO BE I PROPOSEDGRADE (I Nt L M.E.G.
DESIGNED BY OTHERS)
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0 10 4" SDR 26 PVC 20 30 40
APPROX INVERT ELEVATION: 82.60 EXISTING TELECOM LINES
MIN. T COVER
SECTION C-C
VERT. SCALE: 1" = 2'
HORIZ. SCALE 1" = 10'
88
87
SEE ARCHITE(
PLANS FOR MORE
86
85
84
83
82
81
80
8' MIN.
CONCRETE SIDEWALK
1'
AT 12.4'
SWALE
6.4' 6'
88 ..,.v,.,........
87
86
-2.0% 5.0%
85
84 _...__
83
82 _,
0
5'
UNPAVED GALL BLVD
iHOULDER SR 301
EXISTING PAVEMENT
88
IENT I I
FF: 87.25
87-..._.., .. �...
SEE ARCHITECTURAL
PLANS FOR MORE DETAIL
86
85
IF /
84 z w .�
M.E.G. -
STEM WALL (TO BE
DESIGNED BY OTHERS) o PROPOSED
R w ` 0 GRADE
83 - — .- o ❑ .,, _.
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O GRADE
82 — — PROPOSED 2" HDPE STORM PIPE
APPROX. f 0CATION (MIN. V COVER)
TE ** TELEc6mm LINES
81 -�
UNDERGROUND UTILITES ARE i
AWN AT APPROXIMATE
kGGED LOCATIONS. DEPTHS
3WN ARE ASSUMED AT 3' 80
VER FROM EXISTING GRADE. APPROX. LOCATION
2'K EXISTING POTABLE 2.1' 5.9' 4.9' 4.3'
WATER MAIN
79
0 10 20 30
SECTION D-D
VERT. SCALE: 1" = 2'
HORIZ. SCALE 1" = 10'
33' DRIVEWAY
I EXISTING
GRADE
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ECTION F-F
SCALE: 1" = 2'
. SCALE 1" = 10'
88
--
87
86
2.0%
85
84
..
83
82
— APPR
X. LOCATION
EXISTING
GAS LINE
---81
NOTE **
80
ALL UNDERGROUND UTILITES ARE
SHOWN AT APPROXIMATE,
FLAGGED LOCATIONS. DEPTHS
SHOWN ARE ASSUMED AT 3'
79
COVER FROM EXISTING GRADE.
37
88 .
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86
- 85
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3 NOTE **I
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V 3 WERE FIELD LOCATED AT
0
a. LOCATION OF SECTION F-F.
a U CONTRACTOR TO COORDINATE
82 WITH UTILITY ENTITIES TO
38 DETERMINE UTILITY LOCATION.
***NOTE***
SCALE: 1" = 40'
40'
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2341 1 C800
5'
47' UNPAVED
HEAVY DUTY PAVEMENT SHOULDER
12' 1.8'
13' 17' TRAVEL LANE
12'
TRAVEL LANE
84 .... ._..., - 84
1PROPOSED
83 GRADE
-5.0/ m_ 83
2.0% -2.0%
w 7-7' 600
V Gz 1.9%
82 ...... _� _ ,_.., _ 82
— —� — — — — — — — — — — — — — — — — — — — — — —
I ~ M.E.G.
81 - 81
EXISTING
z 12" X 18" GRADE
VINV: 79.93
80 80
w
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79 APPROX. INVERT ELEVATION: 77.87 -" _ W _ ! •, 79
(MIN. T COVER) APPROX. LOCATION �(
6' EXISTING POTABLE
WATER MAIN
78-- 78
0 20 -•- 30 40 50 59
SECTION G-G
VERT. SCALE: 1" = 2'
HORIZ. SCALE 1" = 10'
y GALL BLVD
SR 301
Y EXISTING PAVEMENT
40'
DRIVE AISLE
HEAVY DUTY PAVEMENT
19.1' 25'
6' S. 6' 86
SHOULDE SIDEWALK
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M.E. w PROPOSED
�•0% O GRADE
F-
84 _ 6 0j 1.0% 1.5% t=7 -0.9% — .. 84
W_ _ — _._
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83 - 83
i
82 - 82
14" X 23" HERCP EXISTING
STORM PIPE .6' GRADE
81 _,_..10, _ _ 3.9' .7 81
APPROX. LOCATION APPROX. OCATION
EXISTING GAS LINE TELECOM LINES
80 80
APPROX. LOCATIO
2" EXISTIN
�'�� PO 79 -
WATER MAI MAI
0 10 20 30 40 45
SECTION H-H
VERT. SCALE: 1" = 2'
HORIZ. SCALE 1" = 10'
5'
5' 24' UNPAVED
UNPAVED DRIVE AISLE SHOULDEF
SHOULDER HEAVY DUTY PAVEMENT
12' 12'
4.6' TRAVEL LANE TRAVEL LANE
84 _, ., ...,
6 Dodo 1.0% 1.0%
PROPOSED
GRADE
82
M.E.G. EXISTING
GRADE
81 _,..,...,._
6.2'
10'
°RSION SWALE
5'
BERM
6' 4' (FLAT) , 5.5'
84
-6.0%
0
83
1
82
M.E.G.
79 PROPOSED 8" SANITARY SEWER MAIN
APPROX. INVERT ELEVATION: 78.11
(MIN. 3' COVER)
78
0 10 20 30 40
SECTION I -I
VERT. SCALE: 1" = 2'
81
--80
f
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78
50 60 64
A
HORIZ. SCALE 1" = 10'
6.7 33.3'
84 — 84
83 1.00% 1.0% 83
PROPOSED — — — — — —
(;FtADt —
82
EXISTING
..,....... _ . nn ,,,,..w,,, ., _, . _ .
81 _._ _.,,,___......___.�.___ GRADE
M1__�........... �..,,,�,,,.,�,...._.� .. ..,,,,,._.�— 81
0 10 20 30 40 50
SECTION L-L
VERT. SCALE: 1" = 2'
HORIZ. SCALE 1" = 10'
I
i
1***NOTE***
ALL DISTURBED AND GRADED AREAS TO BE SODDED.
0' 40' 80'
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PROJECT NO. SHEET
2341 1 C801
6"
E
6"
1
2 / j ✓��` /
s
1. 2.0" TYPE "SP-9.5" ASPHAL
TIC CONCRETE; TRAFFIC LEVEL B OR HIGHER;
LAYER THICKNESS 1.0" TO 1.5"; RAP WILL BE APPROVED BY THE FOR IN COMPLIANCE
WITH FDOT SPECIFICATIONS, SECTION 334; BINDER COURSE TO BE APPLIED PER FDOT
SPECIFICATION, SECTION 334-2.
2. 8" LIMEROCK (MIN LBR 100); COMPACTED 98% AASHTO T180 METHOD "D";
ALTERNATIVE: 8" CRUSHED CONCRETE(LBR 150); COMPACTED 98% AASHTO T180 METHOD
3. 12" TYPE "B" STABILIZATION PER FDOT SPECIFICATION 160; LBR 40 (MINIMUM);
COMPACTED TO 98% AASHTO T180. NOTE, IF EXISTING MATERIAL IS ANTICIPATED TO MEET
THE REQUIREMENTS ABOVE THEN TESTING SHALL BE SUBMITTED TO THE FOR FOR
VERIFICATION.
STRUCTURAL NUMBER CALCULATION: 2.0" x 0.44 = 0.88
MINIMUM ALLOWABLE = 2.27 8.0" x 0.18 = 1.44
12.0" x 0.08 = 0.96
3.28
ON -SITE
TYPICAL HEAVY DUTY ASPHALT PAVEMENT DETAIL
NTS
** AT THE CONTRACTOR'S OPTION, AN ADDITIONAL 6" OF BASE p
MAY BE SUBSTITUTED FOR THE TYPE B STABILIZATION.
POND BOTTOM POND BOTTOM
1. 6"-9" LAYER OF RIP RAP RUBBLE
(FDOT DESIGN STANDARD FOR ROAD AND BRIDGE CONSTRUCTION SECTION 530)
2. GEOTEXTILE FILTER FABRIC
(FDOT DESIGN STANDARD FOR ROAD AND BRIDGE CONSTRUCTION SECTION 514
AND STANDARD INDEX 199)
3. 6" COMPACTED SUBGRADE
RIP -RAP DETAIL
NTS
L'P
Sp.
#57 STONE J �
GEOTEX11LE UNDERLINER
CONSTRUCTION ENTRANCE DETAIL
NTS
OPTIONAL ANCHOR BOLTS
4-5/16"X4" LONG
13" R
in
2.5'
4" CONCRETE SLAB 4,000 PSI
STEEL ROD 1/4" X 12 3/4"
SECTION VIEW
4" CONCRETE SLAB 4,000 PSI
11'
a
n:
3' 3' 2.5'
,
6'
PLAN VIEW
BIKE RACK DETAIL
2-3/8" OD,
9-GAUGE SCHD
40 STEEL TUBING
(PVC COATED)
6"
1
1. 1.5" TYPE "SP-9.5" ASPHALTIC CONCRETE; TRAFFIC LEVEL B OR HIGHER;
LAYER THICKNESS 1.0" TO 1.5"; RAP WILL BE APPROVED BY THE FOR IN COMPLIANCE
WITH FDOT SPECIFICATIONS, SECTION 334; BINDER COURSE TO BE APPLIED PER FDOT
SPECIFICATION, SECTION 334-2.
2. 6" LIMEROCK (MIN LBR 100); COMPACTED 98% AASHTO T180 METHOD "D"-,
ALTERNATIVE: 6" CRUSHED CONCRETE(LBR 150); COMPACTED 98% AASHTO T180 METHOD
„D"
3. 12" TYPE "B" STABILIZATION PER FDOT SPECIFICATION 160; LBR 40 (MINIMUM);
COMPACTED TO 98% AASHTO T180. NOTE, IF EXISTING MATERIAL IS ANTICIPATED TO MEET
THE REQUIREMENTS ABOVE THEN TESTING SHALL BE SUBMITTED TO THE FOR FOR
VERIFICATION.
STRUCTURAL NUMBER CALCULATION: 1.5" x 0.44 = 0.66
MINIMUM ALLOWABLE = 2.27 6.0" x 0.18 = 1.08
12.0"x0.08=0.96
2.70
ON -SITE
TYPICAL LIGHT DUTY ASPHALT PAVEMENT DETAIL
NTS
** AT THE CONTRACTOR'S OPTION, AN ADDITIONAL 6" OF BASE
MAY BE SUBSTITUTED FOR THE TYPE B STABILIZATION.
STANDARD
PARKING SPACE
STRIPING -
6" DIAMETER CONCRETE FILLED
STEEL PIPE BOLLARD, PAINTED
YELLOW
CONCRETE SURROUND
AROUND PIPE COLUMN
1. 3.0" TYPE "SP-12.5" ASPHALTIC CONCRETE; TRAFFIC LEVEL B OR HIGHER;
LAYER THICKNESS 1.0" TO 1.5"; RAP WILL BE APPROVED BY THE FOR IN
COMPLIANCE WITH FDOT SPECIFICATIONS SECTION 334• BINDER COURSE TO BE
APPLIED PER FDOT SPECIFICATION, SECTION 334-2. 10" LIMEROCK (MIN LBR 100); COMPACTED 98% AASHTO T180 METHOD "D";
ALTERNATIVE: 10" CRUSHED CONCRETE(LBR 150); COMPACTED 98% AASHTO T180
METHOD "D"
3. 12" TYPE "B" STABILIZATION PER FDOT SPECIFICATION 160; LBR 40 (MINIMUM);
COMPACTED TO 98% AASHTO T180. NOTE, IF EXIST NG MATERIAL IS ANTICIPATED TO
MEET THE REQUIREMENTS ABOVE THEN TESTING S ALL BE SUBMITTED TO THE FOR
FOR VERIFICATION.
STRUCTURAL NUMBER CALCULATION: 30" x 0.44 = 0.88
MINIMUM ALLOWABLE = 2.27 10:0" x" 0.18 = 1.44
12.0" x 0.08 = 0.96
AVENUE B 4.08
TYPICAL HEAVY DUTY ASPHALT PAVEMENT. DETAIL
NTS
** AT THE CONTRACTOR'S OPTION, AN ADDITIONAL 6" OF BASE'MAY BE
SUBSTITUTED FOR THE TYPE B STABILIZATION. ** �-
THIS SIGN TYPICAL
RESERVED
AT ALL ACCESSIBLE
PARKING
PARKING SPACES
®
R7-8
THIS SIGN TYPICAL AT
ALL VAN ACCESSIBLE
PARKING SPACES
VAN
X 6"
PENALTY SIGN WITH
ACCESSIBLE12"
WORDING AS REQUIRED BY
STATE OR LOCAL LAW
�..-12"
X 9"
"U"-CHANNEL POST
(2-Ibs./ft.)
fN
W
* 6" PIPE BOLLARD PAINTED
>
TRAFFIC YELLOW, FILLED
W/CONCRETE.
o
0
* SLOPE TOP OF CONCRETE
It
GROUND PAVING SURFACE
A
...
3,500 P.S.I.
P.C. CONCRETE
* NOTE: IF SIGN IS NOT
<
PLACED IN PAVEMENT,
3"`
P *%
OMIT FOUNDATION AND
PIPE BOLLARD UNLESS
OTHERWISE NOTED
1'-6"
ACCESSIBLE PARKING SIGN DETAIL
12"
x 12" MONOLITHIC EDGE
FOOTING w/ (2) #5 REBAR
CONTINUOUS
RAISED SIDEWALK DETAIL
NTS
�o
s� tip,
o��9�rF
ACCESSIBLE BLUE
PARKING SPACE
STRIPING
NTS
SLOPE CONCRETE
co SIDEWALK AWAY
�ip'Lcp FROM BUILDING
\ � @ 1.50%
6"
71
2
11. 6" 4,000 PSI CONCRETE
2. 12" CLEAN SOILS; COMPACTED TO 98% AASHTO T180 METHOD D.
i
CONCRETE PAVEMENT SECTIONS SHOULD INCLUDE ADEQUATE SAWCUTS, EXPANSION JOINTS,
AND REINFORCEMENT IN ACCORDANCE WITH PORTLAND CEMENT ASSOCIATION (PCA) DESIGN
GUIDELINES FOR RIGID PAVEMENTS. SAWCUT PATTERNS SHOULD GENERALLY BE SQUARE OR
RECTANGULAR BUT NEARLY SQUARE, AND EXTEND TO A DEPTH EQUAL TO A QUARTER OF
THE SLAB THICKNESS.
TYPICAL HEAVY DUTY CONCRETE PAVEMENT DETAIL
NTS
THREADED PVC CLEANOUT PLUG -
4MIN.� � 4
FINISH GRADE
MAIN SIGN ,
e tD
2,500 P.S.I. P.C. CONCRETE
SEE GRADING
PLAN FOR SIZE
OF COLLECTOR 45' ELBOW
SECONDARY SIGN
FOR PRIVATE USE:
I
"U"-CHANNEL POST
FOR PUBLIC USE:
CONTACT JURISDICTION FOR
MATERIAL AND MOUNTING REQS,
w
* 6" PIPE BOLLARD PAINTED
>
TRAFFIC YELLOW, FILLED
:I
^
z
W/CONCRETE.
o
b
* SLOPE TOP OF CONCRETE
GROUND/PAVING SURFACE
* 3,500 P.S.I.
P.C. CONCRETE;
7
a\�
* NOTE: IF SIGN IS NOT
PLACED IN PAVEMENT,
3"
'
OMIT FOUNDATION AND
4
" "
PIPE BOLLARD UNLESS
OTHERWISE NOTED
TYPICAL SIGN DETAIL
NTS
CJ: CONTROL
JOINT PLAN VIEW
I B�
EJ: EXPANSION JOINT
I C:
SEE
SITE P
E:
I E=Cx5
1 2" THICKNESS PREMOLDED EXPANSION JOINT
SEE SITE PLAN
FILLER SPACED 0 25' O.C. MAX. EXTEND JOINT
SLOPE 2% MAX
"
(
FILLER FULL DEPTH OF SIDEWALK
T
7
12"R
r
.,
TYP
"C' �
�SUBGRADE TO BE COMPACTED TO 95% STANDARD
2,500 PSI PC PROCTOR, EXTENDING 6" FROM EACH SIDE OF WALK.
SECTION B-B
CONCRETE SECTION A -A
NOTES:
1. INSTALL 1/2" EXPANSION JOINT MATERIAL AT AREAS WERE PROPOSED SIDEWALK ABUTS EXISTING SIDEWALK,
CURBS, AND/OR STRUCTURE. JOINT MATERIAL. TO MEET ASTM D994 OR D1751.
2. CONTROL JOINTS TO BE 1/4 THE DEPTH OF THE CONCRETE.
3. EXPANSION JOINTS TO EXTEND THE FULL WIDTH OF THE SIDEWALK.
TYPICAL SIDEWALK DETAIL
NTS
45' ELBOW
8" INLET PIPE FROM
ROOF DRAIN
DOWNSPOUT CONNECTION DETAIL
NTS
DOWNSPOUT
(SEE ARCH PLANS FOR DETAIL)
FINISH GRADE
8" PVC TO
ROOF DRAIN
TRENCH CURB DETAIL
NTS
EE PVMT
ETAIL
�l
8„
*
6
' / Joint Seal
`vvv(IIII
3Jo
cane, Pavt.
I...« - 1/-," Exp. Joint And
3-0
TYPE
D Preformed Joint Filler
VALLEY GUTTER DETAIL
TYPE IDI CURB
N. T. S.
1
N.T.S.
rMUN i V IGVV CLCVH I IUN '--COMPACTED TO
s I 98% AASHTO - T 180
NOTES:
1. (2) GATES WITH MIN. CLEAR OPENING OF 12'
6' 100%OPAQUE WOOD, REQUIRED.
VINYL, OR PVC FENCE GATE 2, GATES SHALL BE CONSTRUCTED WITH AN OPAQUE
MATERIAL FOR SCREENING PURPOSES.
#5 REBAR 3. SCREENING IS TO BE A 6' WOODEN FENCE. CHAIN LINK
CONTINUOUS WITH INTERWOVEN VINYL SLATS IS PROHIBITED.
0
8"
THICKENED EDGE
DUMPSTER PAD & ENCLOSURE DETAIL
N.T.S.
WHITE LEGEND RED BACKGROUND
TYPICAL STOP SIGN DETAIL
NTS
0
Ih
A
TOP VIEW
6" CONC
33" X 6" X 4" HIGH W/6x6 6/6 WWF
DIFFUSER CURB (TYP)
6 "` '� 7
TH
\\
SECTION A -A
coNC SPLASH
PAD (4" THICK)
WJTHICKENED EDGE FLUME DETAIL
12" X 12"
THICKENED EDGE NTS
EDGE
A
RB
TYPE D CURB
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N.T.S.
H.C. PARKING & ACCESS RAMP DETAIL
N. T. S.
PROJECT NO. 1 SHEET
2341 1 C900
VALVE COLLAR AND
IDENTIFICATION DISK
SEE EXHIBIT W-5
FINISH GRADE
`®- CAST IRON ADJUSTABLE
VALVE BOX
TAPPING VALVE
FLANGED CONNECTION
REACTION BLOCK
UWDISTURBED °" .9� --' µ� SEE EXHIBIT
EARTH `� g G-6A (TYP)
MJ CONNECTION MJ TAPPING SLEEVE
NOTES:
1. ALL BRASS/STAINLESS PIPE AND FITTINGS SHALL BE THREADED SCH. 40.
2. CAM -LOCK MALE ADAPTER & DUST CAP SHALL BE ALUMINUM/THREADED,
3. ACTUAL LENGTH OF BRASS/STAINLESS PIPELINE TO BE DETERMINED IN THE FIELD.
4. DEFLECT OR INSTALL FITTINGS AS REQUIRED TO MAINTAIN COVER AND TO SET BLOW --OFF
ASSEMBLY PLUMB.
5. EXTENSION OF VALVE BOX SHALL BE SET SO AS TO RESERVE 1/2 OF THE ADJUSTMENT
LENGTH FOR FUTURE USE,
6. VALVE STEM EXTENSION(S) REQ'D TO MAINTAIN 2' DEPTH TO OPERATING NUT ON DEPRESSED
MAIN W/3C OR MORE COVER.
WET TAPPING SLEEVE AND VALVE DETAIL
ahl
- DECEMBER 2015
. CITY OF ZEPHYRHILLS
STANDARD DETAILS
CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 -2
PHONE (813)780-0029 FAX (813)780-0613
-2-1 1/2` SQ. WOOD POST, 6' O.C. (MAX,)
-- FILTER FABRIC, SILT FENCE
BACKFILL
„ SWALE SEDIMENT
EXISTING LADEN
GROUND tt RUN-OFF
Ftk:mvlE
.r1 Rtila-F
MIRAFI SILT FENCE OR EQUAL,
SEDIMENTATION CONTROL
F.D.D.T. INDEX #102, FILTER FABRIC IN ACCORDANCE WITH
NOTES: SECTION 985 OF THE F.D.O.T. STANDARD SPECIFICATIONS.
1. TEMPORARY EROSION CONTROL STRUCTURE TO BE UTILIZED DURING
CONSTRUCTION AT AREAS DESIGNATED BY ENGINEER OR AREAS
ON -SITE WHERE UNSTABIL.IZED GRADES MAY CAUSE EROSION PROBLEMS.
EROSION CONTROL STRUCTURE MAY BE REMOVED AFTER UPSLOPE
AREA HAS BEEN STABILIZED BY SOD, OR COMPACTED AS DETERMINED
BY CONTRACTOR.
2. CONSTRUCT STORMWATER SYSTEMS BEFORE ANY BUILDING OR
ROAD CONSTRUCTION IS STARTED,
a. PROTECT SYSTEM FROM SILTING AND DEBRI
S BY METHODS
PROVIDED IN DETAILS.
b.)PROTECT SCALE BOTTOM FROM SEALING BY EXCAVATING ALL
SILT DEPOSITS DURING CONSTRUCTION. THIS SHALL BE DONE
BEFORE SOD & SEEDING & MULCHING IS FINISHED
EROSION CONTROL STRUCTURE
NOT TO SCALE
THE FOLLOWING LIST REPRESENTS A BASIC EROSION N E B C 0 0 AND SEDIMENT CONTROL PROGRAM WHICH IS TO BE IMPLEMENTED TO HELP
PREVENT OFF -SITE SEDIMENTATION DURING AND AFTER CONSTRUCTION OF THE PROJECT.
PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AT THE EARLIEST PRACTICAL TIME CONSISTENT
WITH GOOD CONSTRUCTION PRACTICES. ONE OF THE FIRST CONSTRUCTION ACTIVITIES SHOULD BE THE PLACEMENT OF PERMANENT
AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AROUND THE PERIMETER OF THE PROJECT OR THE INITIAL WORK
AREA TO PROTECT THE PROJECT, ADJACENT PROPERTIES AND WATER RESOURCES.
TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE COORDINATED WITH PERMANENT MEASURES TO ASSURE ECONOMICAL,
EFFECTIVE AND CONTINUOUS CONTROL THROUGHOUT THE CONSTRUCTION PHASE. TEMPORARY MEASURES SHALL NOT BE
CONSTRUCTED FOR EXPEDIENCY IN LIEU OF PERMANENT MEASURES,
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE ADEQUATELY MAINTAINED TO PERFORM THEIR INTENDED FUNCTION DURING
CONSTRUCTION OF THE PROJECT.
NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF BARRIERS SHALL BE ACCOMPLISHED PROMPTLY,
SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL, THEY MUST BE REMOVED WHEN THE LEVEL OF DEPOSITION
REACHES APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER.
MATERIAL FROM SEDIMENT TRAPS SHALL NOT BE STOCKPILED OR DISPOSED OF IN A MANNER WHICH MAKES THEM READILY
SUSCEPTIBLE TO BEING WASHED INTO ANY WATERCOURSE BY RUNOFF OR HIGH WATER.
ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE BARRIERS ARE NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM
TO THE EXISTING GRADE, PREPARED AND SEEDED.
CITY OF ZEPHYRHILLS DECEMBER2015
STANDARD DETAILS
CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 _
PHONE (813)780-0029 FAX (813)780-0613
SEE VALVE COLLAR
IDENTIFICATION DISC
DETAIL
SEE EXHIBIT W-
FINISH GRADE OR
PAVEMENT
,
TRACING WIRE
HAND TAMPED BACKFILL
AT TOP SECTIONT
ADJUSTABLE
I OPERATING NUT
VALVE BOX
\
Cl VALVE BOX SHALL REST
ON BEDDING ROCK, NOT ON
SEE NOTE
THE PIPE
FDOT #57 STONE
TRACING WIRE
(6" DEEP)
l I ( PIPE
CNN jlI -- VALVE
111.-1f _.iii ' COMPACTED FDOT
TI II 11=II€=11I�1 i I[�I� #57 STONE
6 I OF VALVE 6"
WIC;TH OF BEDDING EQUALS
LAYING WIDTH OF VALVE +12"
(6" BEYOND EA SIDE)
NOTES:
1. EXTENSION OF VALVE BOX SHALL BE SET SO AS TO RESERVE 1/2 OF THE ADJUSTMENT
LENGTH FOR FUTURE USE.
2, VALVE STEM EXTENSIONS) REQ'D TO MAINTAIN 2' DEPTH TO OPERATING NUT ON DEPRESSED
MAIN W/3e OR MORE COVER.
GATE VALVE BOX
NTS
CITY OF ZEPHYRHILLS DECEMBER201
E:.
STANDARD DETAILS
CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542
PHONE (813)780.0029 FAX (813)780.0613 W=3
w rr
o
MIN SIDE SLOPE
UNDISTURBED
e3�
PER OSHA
EARTH (TYP)
FOR SHORED.
FOR OPEN
REQUIREMENTS
TRENCHES
TRENCHES
()
WHERE SHORING IS NOT EXTENDED TO
G)
SURFACE, SLOPE EXCAVATION AWAY
FROM TOP OF SHORING PER OSHA
WARNING
REQUIREMENTS
TAPE
PRIOR TO COMPLETION OF FINAL BACKFILL,
/ A
\
REMOVE SHEETING ABOVE 1f OF TOP OF
PIPE; REMAINDER OF SHEETING TO BE LEFT
IN PLACE
PIPE OUTSIDE DIAMETER OR
VERTICAL CONDUIT SPAN
PIPE SPRING LINE OR CENTERLINE
OF VERTICAL CONDUIT SPAN
SHEETING OR TRENCH BOX
FOR SHEETING TYPE CONSTRUCTION, DRIVE
SHEETING BELOW BOTTOM OF EXCAVATION FOR fl
LATERAL SUPPORT AS REQUIRED BY THE
CONTRACTOR'S REGISTERED ENGINEER
TRACING WIRE REQUIRED REGARDLESS OF
TRENCH TYPE, (REFER TO ADDITIONAL NOTE 2)
NOMINAL PIPE DIAMETER
MINIMUM
ADDITIONAL
SIDEWALL
EXCAVATION
OADL,II j SE
CLEARANCE
DEPTH (1)
(INCHES)
A (INCHES)
B (INCHES)
LESS THAN 24
12
12
24 AND GREATER
18
18
ti
g I
j OPEN TRENCH MAXIMUM
VERTICAL WALL HEIGHT
PER OSHA REQUIREMENTS
m
PIPE OUTSIDE DIAMETER OR HORIZONTAL_ CONDUIT SPAN
ZONE
ZONE
N0.
NAME
MATERIAL
COMPACTION
i
FINAL BACKFILL
AS SPECIFIED
AT LEAST 95%
MODIFIED
0
INITIAL BACKFILL
MAXIMUM DRY
DENSITY ASTM
0-1557 (989
3
MUNCHING
4
BEDDING
WHEN UNDER
PAVEMENT)
FOUNDATION
(1) REQUIRED WHERE UNSUITABLE MATERIAL IS ENCOUNTERED.
TRENCHN OT
(DFINAL BACKFILL SHALL BE INSTALLED IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT, REFER TO ADDITIONAL NOTE 3.
QINITIAL BACKFILL SHALL BE INSTALLED IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT. ALL LIFTS SHALL BE COMPACTED BY HAND
TAMPING OR AN APPROVED METHOD OF MECHANICAL TAMPING. REFER TO ADDITIONAL NOTE 3,
HAUNCHING SHALL BE IN COMPLETELY D ATERED TRENCHES IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT. ALL LIFTS SHALL BE
COMPACTED BY HAND TAMPING. MUNCHING SHALL BE BROUGHT UP EQUALLY ON BOTH SIDES OF THE PIPE.
®BEDDING SHALL BE INSTALLED IN COMPLETELY DEWATERED TRENCHES IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT, AND SHALL BE
COMPACTED BY HAND OR MECHANICAL TAMPING, PROPERLY SHAPED BELL HOLES SHALL BE EXCAVATED IN THE BEDDING TO PERMIT ASSEMBLY
OF THE PIPE. REFER TO ADDITIONAL NOTE 3.
(5 NATIVE, UNDISTURBED MATERIAL RED TRE8Qfa MEETING THE COMPACTION AND MATERIAL REQUIREMENTS FOR COMPACTED
BEDDING MATERIAL NEED NOT BE REPLACED OR REWORKED, EXCEPT FOR SHAPING OF THE BELL HOLES, AND WHERE REFILL IS REQUIRED.
FOUNDATION SHALL BE REQUIRED WHERE UNSUITABLE MATERIAL IS ENCOUNTERED. FOUNDATION SHALL. BE IN ACCORDANCE WITH THE
REQUIREMENTS FOR BEDDING. REFER TO ADDITIONAL NOTE 3.
A0DffMNAL NOTES•
1. FOR TRENCHES IN VEHICULAR TRAFFIC AREAS OR BENEATH SURFACE IMPROVEMENTS (EG, SLABS, ASPHALT, ETC.) SEE CONTRACT SPECIFICATIONS FOR
ADDITIONAL COMPACTION REQUIREMENTS. SEE DRAWINGS FOR SURFACE IMPROVEMENT AND /OR RESTORATION DETAILS WHERE APPLICABLE.
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
NEEDS TO BE EXTENDED A 3M WATERPROOF TYPE OF SPLICE SHALL BE INSTALLED TO REPAIR THE WIRE, THE ENDS OF THE TRACING WIRE SHALL BE
BROUGHT UP IN EVERY VALVE BOX ON THE LINE AND AT THE HYDRANT VALVES. THERE SHALL BE A MINIMUM COIL OF 3' LEFT UNDER THE VALVE BOX COVET
THE WIRE SHALL BE TESTED TO VERIFY CONDUCTIVITY.
3. ALTERNATIVE LIFT THICKNESSES, NOT EXCEEDING 12 INCHES LOOSE MEASUREMENT, ARE ACCEPTABLE IN TRENCH ZONES 1, 2, 4, AND 5 PROVIDED 1) THE LII
THICKNESS DOES NOT EXCEED THE MAXIMUM VALUE RECOMMENDED IN WRITING BY THE APPLICABLE PIPE MANUFACTURER AND 2) FIELD TEST RESULTS
CONFIRM THAT THE SPECIFIED COMPACTION REQUIREMENTS ARE BEING MET.
TYPICAL UTILITY TRENCH DETAIL
NTS
CITY OF ZEPHYRHILLS DECEMBER2o
STANDARD DETAILS
CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
€ 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 G=3
PHONE (813)780-0029 FAX (813)780-0613
j SERVICE TYPE
VALVE TYPE
+ GV - GATE VALVE + VALVE SIZE
• BFv-- sUTTERFLY VALvEl 8"
VALVE IDENTIFICATION
WATER
DISK ANCHORED TO CONCRETE
T
PV
DIRECTION AND NO OF L-20
TURNS TO OPEN _
1/8' LETTERS CAST IN 3
06A BRONZE DISK (TYP)
CAST IRON LID WITH RAISED
LETTERS 'WATER"
PAINTED BLUE (POTABLE)
OR RED (FIRE)
SEE NOTE
8
36" XI
CONCRETE PAD
Nm
LOCATOR WIRE ACCESS-f SCH 80 PVC, FEMALE ADAPTER COUPLING AND I' BRASS PLUG W/
RECESSED NUT. TERMINATE INSULATED, SOLID 14 GAUGE COPPER LOCATOR WIRES AT TOP W/ If
OF EXTRA WIRE
!
PLAN VIEW
i
3 f 4' CHAMFER
FINISHED ASPHALT
FINISHED GRADE
(2)-t3 CLOSED TIE
0 T OC, 2' FROM TOP
VALVE COLLAR AND IDENTIFICATION DISK
NTS
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I�! I In] ��! In Al I�':
OWN
II ,�IM
EE
A
SECTION A -A
SCALE 1: 6
MANHOLE COVER DETAIL
NOT TO SCALE
0 2 3''/ "
GENERAL NOTES:
I
1. A MASTER METER ASSEMBLY SHALL BE DIRECTLY ACCESSIBLE BY BOOM TRUCK
OFF A COMMON BASE ROW, OR BY AN INtIERIOR ROAD THAT IS NOT BLOCKED BY
A WALL OR GATE. THE ACCESS ROAD SH!{LL BE 12 FT WIDE (MIN.) AND PAVED
(CONCRETE OR ASPHALT)
2. ALL ABOVE GROUND PIPES AND FITTINGS HALL BE CLASS 53 D.I,P, FOR 4 INCH
AND LARGER PIPE.
3. CERTIFICATION BY THE CITY OF PROPER I STALLATION AND OPERATION WILL BE
REQUIRED PRIOR TO ACCEPTANCE BY THE CITY.
4. ALL BACKFLOW ASSEMBLIES OR DEVICES DUST HAVE ASSE APPROVAL. IN ADDITION
THE BACKFLOW PREVENTION DEVICE ASSEMBLY SHALL BE A REDUCED PRESSURE
DEVICE AS LISTED ON THE APPROVED LIST OF THE UNIVERSITY OF SOUTHERN
CALIFORNIA FOUNDATION FOR CROSS -CONNECTION CONTROL AND HYDRAULIC
RESEARCH.
5, THE 6 INCH CONCRETE SLAB SHALL BE REINFORCED WITH 6x6-W1.4xW1.4 WELDED
WIRE FABRIC AND SHALL BE TYPE I, PORTLAND CEMENT WITH A MINIMUM 28-DAY
STRENGTH OF 3000psi,
6. SLAB WIDTH AND LENGTH SHALL VARY WITH ASSEMBLY. THE TOP OF SLAB SHALL
BE 2 INCHES ABOVE FINISHED GRADE.
7. THE METER ASSEMBLY & BOLLARDS SHALL BE PAINTED IN ACCORDANCE WITH
SSPC STANDARDS. COLOR TO BE CHOSENI BY THE CITY.
8. IF THE METER ASSEMBLY IS LOCATED WITHIN A TRAFFIC/VEHICLE AREA (PARKING
LOT, DRIVEWAY, OR WITHIN 15 FT OF EDGE OF PAVEMENT/BACK OF CURB),
METERS UP TO 2 INCHES SHALL HAVE A ;MINIMUM OF 4 TRAFFIC BOLLARD
PROTECTION POSTS, AND FOR METERS 3 INCHES & LARGER A MINIMUM OF 6
TRAFFIC BOLLARDS ARE REQUIRED.
I
TEMPORARY METER NOTES:
1. THE IN --LINE VALVE IS TO REMAIN CLOSED UNTIL AFTER THE CONSTRUCTION AND
ACCEPTANCE OF THE DEVELOPMENT WATER DISTRIBUTION SYSTEM.
I
2. THE METER ASSEMBLY IS TO BE REMOVED AFTER FINAL ACCEPTANCE OF THE
WATER DISTRIBUTION SYSTEM BY THE CITY OF ZEPHYRHILLS HEALTH DEPARTMENT
AND THE CITY OF ZEPHYRHILLS PLANNING; DEPARTMENT.
r
3. ALL CONSTRUCTION MUST MEET APPLICABLE STATE AND/OR LOCAL
ROADWAY/ROADSIDE DESIGN STANDARDS INCLUDING, BUT NOT LIMITED TO, CLEAR
ZONE REQUIREMENTS.
GENERAL WATER METER ASSEMBLY NOTES
RESIDENTIAL OR COMMERCIAL DEVELOPMENT
NTS
CITY OF ZEPHYRHILLS DECEMBER2015
STANDARD DETAILS
CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 W=16E
A, PHONE (813)780-0029 FAX (813)780-0613
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LESS THAN '1.1/2 INCH
NTS
CITY OF ZEPHYRHILLS DECEMBER 2015
p STANDARD DETAILS
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CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 Wml6
PHONE (813)780.0029 FAX (813)780.0613
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2341 1 C1000
FINISHED GRADE � SEE EXHIBIT C 3
10' MIN 10' MIN - PROPOSED UTILITY
FULL LENGTH OF SEE MIN VERTICAL
PIPE GENTEREp F,1... SEPARATION REQUIREMENTS
AT CROSSING
EXISTING UTiL€TY
PIPE
OPTION 1 (SUFFICIENT COVER AND SEPARATION AVAILABLE)
SAND CUSHION - FINISHED GR DE
COVER PER TRENCH F:'.i� 6" MIN 11.25° ELB (TYP)
DETAIL (TYP) SEE NOTE
SEE EXHIBIT 0-3 - -----.
6, MI PROPOSED UTILITY
(MiN,TYP}� CONCRETE FULL ENCASEMENT
MIN 3 10'-d MIN
EXISTING UTILITY �• _ PIPE
P
NOTE•
WITH APPROVAL OF ENGINEER, CONTRACTOR MAY DEFLECT PiPE AS SPECIFIED
INSTEAD OF USING FITTINGS,
ALTERNATE OPTION 1 (SUFFICIENT COVER OR SEPARATION NOT AVAILABLE)
MINIMUM
VERTICAL SEPARATION REQUIREMENTS
PROPOSED UTILITY
POTABLE
ORAViTY
ITARY
SEWAGE
STORM
RECLAIMED
ELECTRIC
COMMENTS
WATER
SEWER
FORCE MAIN
WATER
TELECOMMUNICATIONS
POTABLE WATER ti
1'-p
i'_p (1,2)
1'-CY (1,2)
101
SEE NOTE 1
GRAVITY SANITARY SEWER
V-6"(2)
SEWAGE FORCE MAIN
1'-6"(2)
1'-0'
1-0"
1'-0'
V-15'(2)
1'-0"
SEE NOTE 2
STORM
1'-0'(1)
1'-6"
1'-0"
1-0"
1'-0"
i'-0"
RECLAIMED WATER
1'-O"
1'-6'
1'-6"
1'-0"
1'-LY'
1'-0"
SEE NOTE 2
ELECTRIC
1'-0"
1'-T
1-d'
I'_d'
1'-O"
TELECOMMUNICATIONS
(1) FAC 62-555.314
(2) FAC 62-604,400
(3) FAC 62-610.469
NOES.
1. ONLY OPT10N 1 CONSTRUCTION IS ALLOWED WITHOUT APPROVAL OF ENGINEER.
2. ONLY OPTION 2 CONSTRUCTION IS ALLOWED WITHOUT APPROVAL OF ENGINEER,
MINIMUM VFRTICAI_ RFPARATinN RFOIIIRFMFNTS
MINIMUM HORIZONTAL SEPARATION EXISTING UTILITY
PROPOSED UTILITY
POTABLE
GRAVITY
SANITARY
SEWAGE
STORM
RECLAIMED
ELECTRIC
WATER
SEWER
FORCE MAIN
WATER
TELECOMMUNICATIONS
POTABLE WATER
1'-0"
10'-0"(1,2)
10'-0'(1,2)
3'-0 (1)
T-T(1,3)
3'-T
GRAVITY SANITARY SEWER
1O'-0"(2)
1'-0"
i'-0"
3'-0"
T-d'(2)
3'-T
SEWAGE FORCE MAIN
10'-0` (2)
1-T
1-0"
T-T
T-0"(2)
3'-0
STORM
3'-0"(1)
3'-0"
3'-0"
i'-0"
3-T
3'-0"
RECLAIMED WATER
3'-T(1,3)
X-T(2)
T-O"(2)
3' d'
1-T
3-p
ELECTRIC
TELECOMMUNICATIONS
T-0"
T-T
3-0"
3'-0"
3-0"
2'-T
(1) FAC 62-555.314 N9IE
(2) FAC 62-604.400 U11UPES SHALL NOT BE IiJSTALLED WITHIN THE DRIP LINE OF TREES WITHOUT PRiOR
(3) FAC 62-610.469 WRITTEN APPROVAL FROM THE ENGINEER.
SEE EXHIBIT G-3
PROPOSED UTILITY
FINISH G GRADE VKUruarU UHLNY
Xx
DEPTH 'VARIES
EXISTING UTILITY
SAPJp CUSHION
FULL LENGTH OF PIPE
SEE MIN VERTICAL EXISTING UTILITY
T''°I�;'�-""
[REQUIREMENTS
CENTERED AT CROSSING
_
/ REQUIREMENTS _
11,25' ELB (TYP)
SEE NOTE
Nam. -
WITH APPROVAL. OF ENGINEER, CONTRACTOR MAY DEFLECT PIPE AS SPECIFIED INSTEAD OF USING FITTINGS.
OPTION 2 SUFFICIENT SEPARATION AVAILABLE
NOTES:
1. FOR PROPOSED WATER MAINS, THIS OPTION IS ONLY ALLOWED WITH APPROVAL OF THE ENGINEER AND FDEP ON A CASE
BY CASE BASIS,
2. WITH APPROVAL OF ENGINEER, CONTRACTOR MAY DEFLECT PIPE AS SPECIFIED INSTEAD OF USING FITTINGS.
ALTERNATE OPTION 2 (SUFFICIENT SEPARATION NOT AVAILABLE)
SECTION A -A
UTILITY
CUSHION
OSED UTILITY
SECTION B-B
6" PiPE O_D.
� MIEN
6"
MIN
°
_,,...PROPOSED UTILITY
w
FULL CONCRETE
ENCASEMENT
A 4?
(MIN)
CONCPSI RETE
CRETE
C NCRETE ENCASEMENT
NTS
UTILITY CONFLICT
REFERENCED DATA
AND ARRANGING TO HAVE UTILITIES POLES HELD AND/OR GUY WIRES REMOVED AND
PAVED AREAS, ABS IN UNPAVED AREAS. OTHERWISE INDICATED.
REPLACED, IF NECESSARY FOR CONSTRUCTION, AT NO ADDITIONAL COST TO THE OWNER.
1, TOPOGRAPHIC SURVEY WAS OBTAINED FROM AND PERFORMED BY DATED
45, ALL SEWER FORCE MAIN LINES AND GRAVITY SERVICE LINES ACCEPTED BY THE FGUA MUST 64. [ENGINEER TO ADD MORE AS NEEDED]
_,_,.,.,_, ___,,,,
23. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE PUBLIC AGENCY(IES) PRIOR TO
BE AT LEAST FOUR INCHES (e) AND EIGHT INCHES (9') IN DIAMETER, RESPECTIVELY,
COMMENCING WORK WITHIN THEIR JURISDICTION.
EXCEPT LATERAL SEWER LINES WHICH SHALL BE NO LESS THAN SIX INCHES (i) IN 65. ABANDON PIPING IN PLACE:
2. SUBSURFACE UTILITY EXPLORATION WAS OBTAINED FROM -, AND PERFORMED _____,
DIAMETER AND ACCEPTED BY THE FGUA TO A SANITARY CLEANOUT POINT OF DEMARCATION Z" AND SMALLER CAP AND ABANDON IN PLACE.
DATED --.
CONSTRUCTION SAFETY
(POD). A SANITARY CLBANOUT SHALL BE PROVIDED WITHIN 10' OF EXTERIOR BUILDING 3" AND LARGER CAP AND GROUT FILL IN PLACE.
WALL FOR ALL WASTEWATER SEvi4CE CONNECTIONS. ALL SERVICE UNES SHALL ENTER A
3, ALL ELEVATIONS ARE REFERENCED TO . THE HORIZONTAL DATUM IS WED ON STATE
24. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIAR WITH THE OSHA
MANHOLE.
PLANE ----•-•
EXCAVATION SAFETY STANDARDS AND TO ASIDE BY THEM AS COVERED UNDER THE FLORIDA
TI?ENC`SAFETY ETY ACT,
46, A BALL CHECK VALVE FOLLOWED BY A PLUG VALVE SHAD. BE INSTALLED AT THE FGUA
4. THE SURVEY INFORMATION CONTAINED HEREIN WAS OBTAINED FOR DESIGN PURPOSES AND
POD ON GOVERNMENT DR PRIVATELY OWNED FORCE MAINS DISCHARGING FROM PRIVATELY
MAY NOT BE AN ADEQUATE REPRESENTATION OF ACTUAL CONDITIONS FOR PROJECT
25. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY.
OWNED LFT STATIONS CONNECTING INTO THE RUNS UTIIJTY MAINS,
CONSTRUCTION. EXISTING CONTOURS SHOWN REPRESENT INTERPOIAT€ONS/EXTRAPOLATIONS
FROM THE BEST AVAILABLE SURVEY DATA. ALL RISKS RESULTING FROM THE USE OR
RESTORATION
47. CONNECTION TO EXISTING MANHOLES AND/OR LIFT STATIONS SHALL BE BY CORE BORE
INTERPRETATION OF THE SURVEY DATA SHOWN SHALL BE BORNE BY THE CONTRACTOR.
WITH KOR-N-SEAL CONNECTORS.
5. GEOTECHNICAL INVESTICAT10N AND RECOMMENDATIONS PERFORMED BY REFER TO
26, ALL PAVING, STABILIZED EARTH, DRIVEWAYS, CURBS, SIDEWALKS, FENCES, SOD,
48. ALL ELECTRICAL AND CONTROL BOXES AT LEFT STATIONS SHALL BE PANTED MANOR HOUSE
_.,.„.,.,
REPORT DAM
LANDSCAPING, CULVERTS, ETC. DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE
BROWN (SHE'RWIN WILLIAMS).
v.
RESTORED BY AND AT THE EXPENSE OF THE CONTRACTOR TO THE SATISFACTION OF THE
8. R IS THE RESPONSENUIY OF THE CONTRACTOR TO ESTABUSH IN THE FIELD LIMITS OF
OMIX•
49. CONTRACTOR SHALL COORDINATE WITH FGUA ON THE LOCATION OF THE LS DRIVEWAY
CONSTRUCTION, BENCHMARKS (ELEV.), COORDINATES, CENTER UNES, AND STATIONING AS
27. ALL SIGNS AND LOCATED WITHIN THE PROJECT SHALL BE REMOVED
BEFORE INSTALLING.
REQUIRED TO CONSTRUCT THIS PROJECT.
REINSTALLED LACED AS
AND RENSTALLEO OR REPLACED AS REQUIRED DURING CONSTRUCTDN., ARID SHALL BE
UTILITY SEPARATION
RESTORED BY AND AT THE EXPENSE. OF THE CONTRACTOR TO THE SATISFACTION OF THE
GENERAL
OWNER.
50. EACH PROPOSED UTILITY SHALL BE LAID TO ACHIEVE THE MINIMUM HORIZONTAL
SEPARATION BETWEEN IT AND OTHER UTILITIES IN ACCORDANCE WITH THE TWM.+V, UTILITY
7. ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE MINIMUM STANDARDS SET FORTH
28. ALL SIDEWALKS DAMAGED DURING CONSTRUCTION ARE TO BE A MINIMUM WIDTH OF T. A
HORIZONTAL SEPARATION DETAIL AND REP REQUIREMENTS,
BY THE FDEP, AWWA NSF, AND FOUR
MINIMUM OF 4' THICK, 3,06W3 PSI CONCRETE, AND SHALL BE REINFORCED WITH IML4
W.W.M., ALL IN CONFORMANCE WITH MACD€LC DESIGN GUIDEUNFS, LATEST EDITION.
5t' AT LOCATIONSOTHER UTIUTYTHE PROPOSED
8. THE CONTRACTOR IS ADVISED NOT TO SCALE FROM DRAWINGS BUT TO FIELD VERIFY ALL
UTILITY SMALL BE INSTALLED IN ACCORDANCECROSSES E
TYPICAL llDUTY CONFLICT DETAIL
DIMENSIONS, THE DIMENSIONS OF SPECIFIED AND FURNISHED PRODUCTS AND MATERIALS
ACCESSIMAINTENANCE OF FACILITIES
AND FDEP REQUIREMENTS.
TAKE PRECEDENCE OVER DIMENSIONS INDICATED ON THE DRAWINGS. IF SICJNIFTCANT
DEVIATIONS OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 72 HOURS
29, THE CONTRACTOR SHALL PROVIDE ACCESS TO ALL EXISTING UHLHtESfFAGURES AND
52. IN THE EVENT THAT A UTILITY CONFLICT CAN NOT BE RESOLVED BY MAKING A MINOR
PRIOR TO CONSTRUCTION FOR A DETERMINATION AND RESOLUTION,
MAINTAIN UNINTERRUPTED SERVICES THROUGHOUT THE CONTRACT PERIOD.
ROUTE ADJUSTMENT OR BY UTILIZING THE TYPICAL UTILITY CONFLICT DETAIL, THE
CONTRACTOR SHALL SUBMIT A RELOCATION PLAY TO THE ENGINEER FOR APPROVAL PRIOR
$. PLANS AND DISCREPANCIES PRIOR TO
WORK, ALLALL BE SUBJECT TO THE APPROVAL
PERFOROMIThRM,ACTOR MY WORK IN THE AFFECTED AREAONFLICTS
PIPING NOTES
AFFECTEDn UTIL� COMPANIES.
OF THE ENGINEER MPANIES.
10, IT IS THE CONTRACTOR'S RESPONSIBILITi' TO BECOME FAMILIAR WON THE PERMIT AND
30. LEY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS, CONTRACTOR SHALL.
MAINTENANCE OF TRAFFIC
INSPECTION REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL. AGENCIES AND THE
TAKE CARE TO PROVIDE PROPER GRADE ELEVATIONS AND ALIGNMENTS.
ENGINEER, THE COWRAOTOR SHALL OBTAIN ALL HE4E3WW PERMITS PNOR TO
03, THE CONTRACTOR SMALL REFER TO THE "2014 FLORIDA DEPARTMENT OF TRANSPORTATION
CONSTRUCTION AND SCHEDULE INSPECTION ACCORDING TO AGENCY INSTRUCTIONS.
ROADWAY AND TRAFFIC DESIGN STANDARDS" FOR FOOT DESIGN INDEXES AND 2014
11, ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE
31. SIZE OF FITTINGS SHOWN ON PLANS SMALL CORRESPOND TO THE ADJACENT STRAIGHT RUN
OF PIPE UNLESS NOTED OTHERWISE. TYPE OF JOLT AND FITTING MATERIAL SHALL BE AS
"FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND
VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK.
SPECIFIED FOR THE ADJACENT STRAW RUN OF PIPE UNLESS NOTED OTHERWISE
BRIDGE CONSTRUCTION' AS SUPPLEMENTS TO THE INFORMATION AND DETAILS PROVIDED N
THESE CONSTRUCTION DRAWINGS.
CONSTRUCTION LAYOUT/LIMITS OF CONSTRUCTION
32. ALL PIPE LENGTHS ARE APPROXIMATE. PIPE MEASUREMENTS FOR STRAIGHT ENDWALL END
54ALL REFERENCED FDOT STANDARD INDEX DRAWINGS CAN BE FOUND AT
SECTIONS ARE TO END OF PIPE.
WWW.DOT.S7ATE.FL.US/RDDMGN/IDS/14/STOS.SHTM,
12. THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL LAND SURVEYOR
33. PIPE HANGERS AND SUPPORTS ARE NOT SHOWN UNLESS A SPECIAL TYPE OR
UCENSED IN THE STATE OF FLORIDA FOR LAYOUT. PROOF OF UCENSE SHALL BE
CONFIGURATION IS REQUIRED. FINAL SUPPORTS, LOCATIONS, AMID TYPES SCULL BE
55. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFE MAINTENANCE OF PEDESTRM
SUBMITTED TO THE ENGINEER BEFORE BEGINNING LAYOUT.
DETERMINED BY THE CONTRACTOR AND INCLUDED IN THE PIPELINE DRAWING SUBMITTAUS
AND VEHICULAR TRAFFIC AT ALL TIMES DURING THE DURATION OF THE PROJECT.
13. NO DISTURBANCE SHALL BE ALLOWED OUTSIDE OF THE RIGHT OF WAYS AND/DR
DR THE
SHILL BE AFOR REVIEW
S SPECIFIED. AND APPROVAL BY THE ENGINEER PRIOR TO INSTALLATION. MAXIMUM SPACING
56. THE CONTRACTOR SHALL MAINTAIN TRAFFIC IN ACCORDANCE WITH FOOT STANDARD INDEX
UMITS OF CONSTRUCTION SHOWN ON THE DRAWINGS UNLESS APPROVED BY HE OWNER
600 SERIES AND THE TECHNICAL SPECIFICATIONS. THE CONTRACTOR SHALL FURNISH,
OR SPECIFICALLY NOTED ON THE DRAWINCS,
WATER
ERECT. AND MAINTAIN ALL NECESSARY TRAFFIC CONTROL AND SAFETY DEVICES
THROUGHOUT THE PROJECT. ONE TRAFFIC LANE MUST BE MAINTAINED AT ALL TIMES WITH
EXISTING CONDITIONS
USE OF FLAGGER. ALL TRAFFIC LINES MUST BE OPEN FOR TRAFFIC AT THE CLOSE OF
34. ALL WATER PIPES ARE TO BE CONSTRUCTED WITH 36" MINIMUM COVER UNLESS OTHERWISE
WORKDAYS. ALL SIGNING, BARRICADES, LIGHTING, AND FLAMERS SHALL BE INCLUDED IN
14. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTIURIS, STRUCTURES, AND OTHER
NOTED ON THE PLANS. ALL WATER MANS ARE DR-18 PVC UNLESS OTHERWISE NOTED.
THE LUMP SUM COST.
FEATURES ARE SHOWN BASED ON THE REST INFORMATION AVAILABLE AT THE TIME OF
35. FURNISH AND INSTALL 10 GAUGE TRACER WIRE ON ALL MAIN PiPEUNES. WIRE TO EXTEND
57. ALL PAVEMENT MARKINGS SHALL MEET CURRENT MANUAL OF UNFORM TRAFFIC CONTROL
PREPARATION OF THESE PLANS. CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS,
INTO EACH VALVE BOX WITH SUFFICIENT EXCESS TO BRING WIRE THREE FEET ABOVE
DEVICES. STANDARDS, AND SHALL BE PANTED IN ACCORDANCE WITH FDOT STANDARD
AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND 01HER FEATURES
FINISH GRADE,
SPECIFICATION SECTION 710.
AFFECTING THIS WORK PRIOR TO CONSTRUCTION.
15. PRIOR TO SHOP DRAWING PREPARATION AND SUBMITTAL AND PURCHASE OF RELATED
36. WATER SYSTEMS ARE TESTED TO A MINIMUM OF 150 PSI FOR TWO-HOUR DURATION AS
PER AWWA C 600 STANDARDS.
5B. SIGNS AND BARRICADES TO BE ACCORDING TO FOOT MANUAL. OF SAFE PRACTICES;
MATERIALS, THE CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITIES (LOCATION, SIZE,
REFERENCE FOOT INDEXES WO THROUGH 850 AND 17349 PER ROADWAY AND TRAFFIC
DESIGN STANDARDS LATEST EDITION.
MATERIALS OF GONSTRUCUON, OUTSIDE DIAMETER, WALL THICKNESS, ROUNDNESS,
37. ALL FIRE FLOW LINES WILL RUN SEPARATE FROM THE DOMESTIC WATER MANS AND HAVE
ELEVATIONS, ETC.) TO WHICH CONNECTION(S) YALL BE MADE CONTRACTOR SHALL INCLUDE
A FIRE DETECTION METER AND A FIRE ONE BACK FLAW PREVENTION ASSEMBLY (UP).
PROJECT SPECIFIC
FIELD MEASUREMENTS ON SHOP DRAWINGS.
ASSEMBLY SHALL INCLUDE A LOW FLOW BY-PASS METER W/ RPZ.
16. THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IN WRITING IMMEDIATELY IF
38. ALL POTABLE WATER CONNECTIONS SHALL BE MADE WITH CUTTING -IN TEES WITH VALVES.
59. THE CONTRACTOR SMALL PROVIDE A MINIMUM OF TWO WEEKS NOTICE To THE OWNER
PRIOR TO CONNECTING THE NEW WATER MAIN TO THE AFB PUBLIC WATER SUPPLY
CO
CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS ARE DISCOVERED. THE
COFLI CONTRACTOR SHALL ACCURATELY RECORD ANY SUCH CONFLICTS ON THE DISRECCOVERED.T
ANY EXCEPTIONS TO THIS WILL REQUIRE FGUA APPROVAL WHEN ALLOWED BY FGUA, HOT
WEI-PµS), THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND SCHEDULNG EACH
DRAWINGS.
TAP ("WET TAP") CONNECTIONS SHALL BE PERFORMED BY A LICENSED, UNDERGROUND
CONNECTION WITH THE OWNERS OF THE PWS TO ENSURE THAT THERE ARE MINIMAL
CONTRACTOR, WITH ADVANCE NOTIFICATION (72 HOURS) TO THE FGUA INSPECTOR.
INTERRUPTIONS TO EACH SYSTEM,
17. ANY PROPERTY CORNERS, MONUMENTS, OR BENCH MARKS WITHIN THE PROJECT AREA
SHALL BE PROTECTED UNLESS OTHERWISE INDICATED FOR DEMO€ITION. IF ANY SUCH ITEMS
39. WATER TAPPING SADDLE SHALL BE DOUBLE STRAP BRASS OR DUCTILE IRON OR EPDXY
6O. ALL UNDERGROUND DIVIDES MUST HE !N PLACE AND TESTED AND/OR INSPECTED PRIOR
/
ARE IN DANGER OF DAMAGE OR HAVE BEEN DAMAGED, THE CONTRACTOR SHALL NOTIFY
COATED STEEL WITH STAINLESS STEEL. HARDWARE. TIE STRIPS AND BOLTS SHALL BE
CORROSION RESISTANT ALLOY STEEL. FULL CIRCLE STAINLESS STEEL TAPPING SADDLE
TO BACKFILL COMPACTION, RSA BASE INSTALLATION, OR RESTORATION.
THE OWNER AND THE ENGINEER IMMEDIATELY AND REPLACE/RESTORE THESE ITEMS AT NO
ADDITIONAL, COST TO THE OWNER, IF OWNER CHOOSES TO SELF PERFORM THE WORK OR
SLEEVE WITH RESILIENT SEATED TAPPING VALVE SHALL BE USED FOR PROPOSED WATER
61. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON AL PRECAST AND MANUFACTURED ITEMS
INCURS RELATED EXPENSES, THE CONTRACTOR SHALL REIMBURSE THE OWNER FOR ALL
AND FORCE MAIN CONNECTIONS.
TO THE ENGINEER FOR APPROVAL, FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION
COSTS ASSOCIATED WITH THE EFFORT.
40. ALL FIRE HYDRANTS SHALL BE PAINTED IN ACCORDANCE WITH AGRAM 07-07 (MAY 2007).
MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE.
18. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES,
CAPS SHALL BE PAINTED WITH REFLECTIVE -TYPE PANT.
62. ALL ROCKS OR. STONES LARGER THAN 6' IN DIAMETER SHALL BE REMOVED FROM THE
ABOVE OR BELOW GROUND THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY
DACKFILL MATERIAL. BACKFTLL MATERIAL PLACED WITHIN 1-FOOT OF PIPING AND
THE CONTRACTOR CALLED FOR IN THIS CONTRACT,
-
7YP;i
nR 01 �9L�N (POTABLE)
RAaaFl YELLOW
YELLOW PUBLIC {POTABLL'}
APPURTENANCES SHALL NOT CONTAIN ANY STONES LARGER THAN 2' IN DIAMETER.
UTILITY COORDINATION
RED FIRE PROTECTION (POTABLE W€TH BFP) -
63, ALL WORKMANSHIP AND MATERWS USED IN THE CONSTRUCTION OF THIS PROJECT SHALL
PURPLE RECLAIMED (NON -POTABLE)
CONFORM TO FOOTS STANDARD SPECIFICATIONS FOR ROADWORK AND BRIDGE
19. THE CONTRACTOR SW U. NOTIFY ALL UTMURES NEAR THE PROJECT AREA AT LEAST 48
215
CONSTRUCTION, LATEST EDITION, AWWA NSF; AND THE LATEST FGUA STANDARDS, UNLESS
HOURS PRIOR TO CONSTRUCTION. THIS SHAD. INCLUDE NOTIFYING "SUNSTINE STATE ONE
LIGHT BLUE
G20 GPM 01499 GPM
GREEN
CALL OF FLORID&' AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION WORK TO HAVE ALL
00 -9
ORANGE S99 GPM
EXISTING UDUTIES LOCATED. THE PHONE NUMBER IS 1-800-432-4770 AND THE WEB
RED <S00 GPM
-•-
SHE IS WWW.C&BUNSMNECOM. IN INSTANCES WHERE DIGGING OCCURS IN WETLANDS,
ry /�. �{
DECEMBER 2015
TO NOTIFICATION PERIOD SHA L BE INCREASED FROM AT LEAST 48 HOURS TO AT LEAST
SEWER
r W s
CITY OF ZEPHYRHILLS
IN PUBLIC
20, STREET LAW IFS RIGHT-) REQUIRES THAT PERSONS MAKING T FIRST
STREETS, MUST FlR5T OBTAIN
UTILITY �E'GAS
41. ALL WASTEWATER FOR{ INNS ARE E TO BE COtdSTRLTC1731 WITH 'MEN€MUM COVER
UNLESS OTHERWISE NOTED THE PLiMNS,
�*
d * � I.I. T•1 r1' STANDARD DETAILS
INFORMATION ON LOCATIONS OF UNDERGROUND GAS PIPELINES.
ON ON O ATIONS-WAYS DE PIPELINES.
ON
� .r
42. LOW PRESSURE TEST AND VIDEDE ARE REQUIRED FOR THE GRAVITY
INSPECTIONINMETHODS
23. THE CONTRACTOR IS RESPONSIBLE FOR BRACING, SHORING, OR PROVIDING OTHER MEANS
COLLECiRON SYSTEM. ALTERNATIVE TESTING METINOOS PROPOSED B1' THE CONTRACTOR
TE ALT TE
CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
NECESSARY TO PROTECT AND SUPPORT EXISTING UTMJTIES, STRUCTURES, AND OTHER
FEATURES (EXPOSED OR UNE)OPOSED) THAT MAY BE IMPACTED BY HIS WORK.
MUST BE PRE -APPROVED BY FGUA,
39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542
43. MANHOLE FRAMES AND COVERS, AND CO CAPS ARE TO BE WATER TIGHT. IF NEEDED,
i
W= 1
22. THE CONTRACTOR SMALL BE RESPONSIBLE FOR CONTACTING POWER/TELEPHONE COMPANIES
EXISTING MANHOLE TOPS ARE TO BE ADJUSTED TO PROPOSED GRADE
PHONE ($13)T80-0029 FAX (813)78M613
4-4, INFLOW PROTECTION DISHES ARE REQUIRED FOR ALL MANHOLES: STAINLESS STEEL IN
! '�" •• - -
1 1/4'' SQ NUT
TYP 3-NOZ7LE FIRE HYDRANT
'i
1 1/4" Sid NUT (TYP EA NOZZLE)
t
1`
THE VALVE AND THE TEE ARE
BREAK AWAY FLANGE
DIRECTLY CONNECTED UNLESS
'
I
FINISH GRADE
GATE VALVE AND BOX
THE WATER MAIN IS LOCATED
UNDER THE ROADWAY (IN WHICH CASE
HYDRANT EXTENSION AS
SEE EXHIBIT W-6A
THE VALVE IS TO BE
REQ'D FOR ADDITIONAL DEPTH s
5'-rf MIN.
LOCATED 16" FROM EOP)
71 MEW
it k
ENCASE CRUSHED STONE
W/30# FELT OR FILTER [
FABRIC
I°
6" WATER MAIN
LE
ZE
>
(MIN)
6" RMJ GV
6" DIP
(TYP)
LEAVE DRAIN HOLE
OPEN
USE 31,f SS
SIDES OF JOIINTUTSP,OTH
---� '- 3/4" SS ROD-2 REORD (MIN) OR PROVIDE RESTRAINED
JOINTS (SEE NOTE B)
WASHED CRUSHED STONE FOR DRAIN SUMP (FDOT No
57 STONE)
NOTA. FIRE
IHYDRANT INSTALLATION SHALL BE IN ACCORDANCE WITH THE CITY'S LAND DEVELOPMENT CODE,
B. 3/4" STAINLESS STEEL ROD CUT AND THREADED AS REQUIRED, OR PROVIDE RESTRAINED JOINTS.
C, FIRE HYDRANTS SHALL BE INSTALLED BETWEEN 3' AND 7' FROM EDGE OF PAVEMENT.
D. TIE RODS, NUTS, WASHERS AND OTHER FASTENERSISHALL BE GALVANIZED OR TYPE 316 STAINLESS STEEL.
E. 4 1/2" PUMPER NOZZLE TO BE PERPENDICULAR TO CENTERLINE OF MAJOR STREET.
F. FIRE HYDRANT ASSEMBLY INCLUDES ALL THAT IS SHOWN INCLUDING DI PIPE TO R/W, DIP TEE AT MAIN, HYDRANT, REDUCERS, VALVE,
HYDRANT EXTENSIONS, VALVE EXTENSIONS, ALL PIPING AND MISCELLANEOUS APPURTENANCES REQUIRED FOR A COMPLETE INSTALLATION.
G. FOR FIRE HYDRANTS ALONG PAVED ROADWAYS, INSTALL RAISED PAVEMENT MARKER FOR FIRE HYDRANT IDENTIFICATION. MARKER SHALL BE
BLUE AND IN ACCORDANCE WITH FDOT 706. MARKER SHALL BE LOCATED IN THE CENTER OF CLOSEST LANE PERPENDICULAR TO FIRE
HYDRANT.
FIRE HYDRANT DETAIL
NTS
CITY OF ZEPHYRHILLS DECEMBER2015
g s, STANDARD DETAILS
CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542wml 0
PHONE (813)780-0029 FAX (813)780-0613
....'I . - _-'------ -
FINISHED
GRADE
1 INCH
CHAMFER
RESILIENT SEAT GATE VALVES
OS&Y (TYPICAL) 91T BEND POST
it (FL./M.J.� VALVE
TQR
TEST COCK (IF REQUII
TEST COCK F#2 ,
U
Ol
vhVik ----'
IC
L RELIEF VALVE
DISCHARGE
12"
#
25' MAX
#
#
MIN
Z#
_
�/
ON BRANCH (TYPO /�
12tz
INCH+ PIPE IOTA. ��\/
11) AJ 18 INCH + PIPE DIA.. BBAROS(2) 5
(MAX) CONTINUOUS W/
COMPACTED #3 TIES 0 12
ADJUSTABLE PIPE SADDLE 13ACKFILL INCH O.C,
SUPPORT (TYP)
1/2 INCH PREFORMED JOINT 90' BEND
MATERIAL TO BE PLACED (MA/M.J.)
BETWEEN DIP AND CONCRETE I
SLAB ZEPHYRHILLsI PRIVATE
* DISCHARGE ABOVE 100 YR FLOOD PLAIN POD
1. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CLASS 53, CEMENT LINED INTERIOR WITH FLANGE FITTINGS FOR ABOVE GROUND
USE. MANUFACTURERS RESTRAINED JOINTS SHALL BE USED FOR UNDERGROUND PIPING.
2. CERTIFICATION BY THE CITY OF PROPER INSTALLATION AND OPERATION WILL BE REQUIRED PRIOR TO ACCEPTANCE BY THE CITY,
3. ALL BACKFLOW ASSEMBLIES OR DEVICES MUST HAVE ASSE APPROVAL. THE BACKFLOW PREVENTION DEVICE ASSEMBLY SHALL BE A
REDUCED PRESSURE DEVICE AS LISTED ON THE APPROVED UST OF THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION FOR
CROSS CONNECTION AND HYDRAULIC.RESEARCH FOR INSTALLATIONS WHERE CHEMICALS ARE ADDED TO THE FIRE SUPPRESSION
SYSTEM. IF NO CHEMICALS ARE ADDED, A DUAL CHECK BACKFLOW PREVENTER CAN BE USED.
I
4. THE 6 INCH CONCRETE SLAB SHALL BE REINFORCED WITH 6x6-W1.4xW1.4 WELDED WIRE FABRIC AND SHALL BE TYPE 1,
PORTLAND CEMENT WITH A MINIMUM 26-DAY STRENGTH OF 3000psi,
5, SLAB WIDTH SHALL BE 5 FT TYPICAL AND LENGTH SHALL VARY WITH ASSEMBLY.
6. BOLLARDS NEEDED IN HIGH TRAFFIC OR VEHICLE MOVEMENT AREAS.
7. ALL ABOVE GRADE VALVES TO BE OSdcY, VALVE HAND WHEELS SHALL BE LOCKED WITH CORROSION -RESISTANT CHAINS (THE CITY
TO PROVIDE THE LOCKS).
BACKFLOW PREVENTION ASSEMBLY (FOR FIRE SERVICE ONLY)
NTS
CiTY OF ZEPHYRHILLS DECEMBER 2015
} STANDARD DETAILS
CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
' 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 Wml2
PHONE (813)780.0029 FAX (813)780-0613
0- < N1 3::
-11
w 0 w x
! BLUE REFLECTOR iN CENTER
OF DRIVING LANE ADJACENT
TO FiRE HYDRANT. IF
HYDRANT IS LOCATED AT AN
INTERSECTION, A BLUE
REFLECTOR SHOULD BE
INSTALLED ON 80TH STREETS
FIRE HYDRANT ASSEMBLY
FIRE HYDRANT REFLECTOR DETAIL
NOT TO SCALE it
�` ...., m.. DECEMBER 2015
CITY OF ZEPHYRHILLS
STANDARD DETAILS
CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
( 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542lAlm
PHONE (813)780d1029 FAX (813)780.0613
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INVERTS,
2. COAT OUTSIDE OF MANHOLE AS SPECIFIED.
3. LINE INSIDE OF MANHOLE AS SPECIFIED.
SECTION
MANHOLE - ECCENTRIC PRECAST CONCRETE
NTS
CITY OF ZEPHYRHILLS
DECEMBER 2015
STANDARD DETAILS
CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542
PHONE (813)780-0029 FAX (813)780-0613
FRAME AND SOLID LID
& NEENAH R-1974—A
(ROUND) OR EQUAL
TO PIPE O.D. 'v
PREMOLDED PLASTIC
EXPANSION JOINT
MATERIAL
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I.D. MAX.)
AS REQUIRED TO
ENCASE FITTINGS '(1)2'—C�' JOINT —
AS SHOWNWIN PLUG
................... ................ ............. ............... ................................... .. ........... ............................ ........ .............. ...
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CITY OF ZEPHYRHILLS DECEMBER 2015
STANDARD DETAILS
CITY OF ZEPHYRHILLS UTILITY DEPj RTMENT
39826 ALSTON AVENUE ZEPHYRHILLS ORIDA 33542
S=
PHONE (813)780-0029 FAX (813) -0613 9
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