FLD2003-03014 (2)
FLD2003-03014
409 POINSETTIA AVE
BLUE WATER ISLE
PLANNER OF RECORD: WW
ATLAS # 267A
ZONING: T
LAND USE: RFH
RECEIVED: 03/19/2003
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REVISION
CITY OF CLEARWATER, FIDRlDA
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CONSlrRJUClr~ON PLANS ~OR
[8lUE WATER ~s)lE
PROJECT
lOCA 1J"~ON
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INOTIES:
1 ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE MORE STRINGENT TECHNICAL
SPECIFICATIONS AS FOUND IN THE STANDARD SPECIFlCATlONS OF THE CITY OF CLEARWATER OR THE CONTRACT
DOCUMENTS AS PREPARED BY KEITH ZAYAC & ASSOCIATES, INC SPECIFICALLY FOR THIS PROJECT
2 THE JURISDICTIONAL AGENCY FOR THIS PROJECT IS THE CITY OF CLEARWATER
3 THE LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AS SHOWN ON THE PLANS AND IT IS THE
CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF THE UTILITIES PRIOR TO CONSTRUCTION IN
PROJECT VICINITY
4 THE CONTRACTOR SHALL USE APPROPRIATE MEASURES TO PREVENT EROSION AND TRANSPORT OF SEDIMENT
TO INLETS, SURF ACE DRAINS, LAKES AND WETLAND AREAS THE CONTRACTOR SHALL USE STRAW BALES, SILT
BARRIERS OR OTHER APPROPRIATE MEASURES TO MITIGATE ADVERSE IMPACTS TO EXISTING SURFACE WATER
QUALITY
5 SPECIAL CARE IS REQUIRED TO PREVENT DAMAGE TO TREES THAT ARE TO REMAIN THE CONTRACTOR SHALL
BE LIABLE FOR ALL FINES DUE TO DAMAGE OF TREES THAT ARE DESIGNATED TO BE SAVED DURING
CONSTRUCTION
6 THE CONTRACTOR IS TO CONTROL ALL FUGITIVE DUST ORIGINATING ON THE PROJECT BY WATERING OR OTHER
METHODS AS REGUIRED
~OIrIE
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7 NO DEBRIS SHALL BE ALLOWED TO ENTER THE EXISTING SANITARY AND SEWER SYSTEMS
8 ARCHITECT\.RAL INFORMATION PROVIDED BY MOURIZ SALAZA ARCHITECTS AND PLANNERS
9 BACKFLOW PREVENTION DEVICES MUST BE INSTALLED BY THE CONTRACTOR
10 TRAFFlC CONTROL DEVICES SHALL BE INSTALLED AND MAINTAINED AT APPROPRIATE LOCATIONS IN
ACCORDANCE WITH THE STANDARDS SET FORTH BY THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AS
ADOPTED BY THE FLORIDA DEPT OF TRANS UNDER RULE 14-15010, FLORIDA ADMINISTRATIVE CODE, AND CIT
OF CLEARWATER DEVELOPMENT CODE
CONSTRUCllON SHALL BE IN ACCORDANCE WITH THE LATEST
EDITIONS OF FLORIDA DEPARTMENT OF TRANSPORTAllON,
ROADWAY AND TRAFFIC DESIGN STANDARDS AND CITY OF
CLEARWATER LAND DEVELOPMENT CODE Be ENGINEERING
STANDARDS.
Prepared For:
~CIDOOlJ[}{] ~~[ID~~\:f D~W[W1Jl:1][E~ CGJOOCIDlU~\) D~cao
1] ~~~ [ID[ffim ~1J1R1m
CC[lID,\[ffi~~1J[E[ffi~ 1F[l(Q)[ffiD[])~ 33m'l1CB)~
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11 LOCATIONS OF TRASH DUMPSTERS TO BE COORDINATED WITH THE CITY OF CLEARWATER SANITATION
DEPARTMENT ALL DUMPSTERS WILL BE INSIDE THE BUILDING AND ROLLED OUT FOR PICK UP IT IS THE
RESPONSIBILITY OF THE OWNER TO ROLL THE DUMPSTER TO A DESIGNATED LOCATION AT AN ASSIGNED TIME AS
APPROVED BY THE SOLID WASTE SUPERINTENDENT
12 SITE LANDSCAPING WILL BE IN ACCORDANCE WITH SECTION 4227 OF THE CITY OF CLEARWATER LAND
DEVELOPMENT CODE
13 SITE LIGHTING SHALL BE PROVIDED IN COMPLIANCE WITH THE CITY OF CLEARWATER CODE REQUIREMENTS ALL
SITE LIGHTING TO BE DIRECTED AWAY FROM ADJACENT RESIDENTIAL AREAS
14 SEE SURVEY FOR ALL EXISTING LOT LINES, EASEMENTS, ETC WITHIN PROJECT AREA
15 SEE ARCHITECT'S PLAN FOR L,,\\o~olARKING AREAS
16 ELEVATIONS ARE BASED UPON <;iTY1k~ARWATER BENCH MARKS CONTROL BENCH MARKS USED ARE
DESIGNATED (0) "DE-2", A FOUND 6'''DIAME~CONCRETE MONUMENT WITH A CITY OF CLEARWATER DISK
STAMPED "DE-2", ELEVATlDN= 5624' AND (b). DE-3, A FOUND CITY OF CLEARWATER DISK IN A CONCRETE
SIDEWALK STAMPED "DE-3", ELEVATlON= 5. (MEAN HIGH WATER LINE ELEVATION NOT INCLUDED)
\ -VJ1iI
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Prepared By:
Kellili Z~y~c &. Ass(Q)cll~1tes
101lP'llillitppe lP'mlkway, Suite 205
Salfety HaJJ1'1bolI'~ lFL 34695
CivillBngin.eering, Lmdscape Architect &. lP'laDning
Ph: (727) 793-9888
Fax: (727)793-9855
kei1hZayaC@aOlcom
S~1'1E IOJA l' A
OWNER
NORTH MANDALAY INVESTMENT GROUP, INC
1822 DREW STREET
GLEARWA TER, flORIDA 33765
PHONE
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ENGINEER I LANDSCAPE ARCHITECT KEITH ZAYAC & ASSOCIATES, INC
1 D1 PHILIPPE PKWY STE 2D5
SAFETY HARBOR, FL 34695
(727) 793-9B88
T (TOURIST DISTRICT)
ZONE "AE" (PER FIRM COMMUNITY-PANNEL NUM8ER)
12509 600070 (AUGUST 1991)
2
ARCHITECT
CONDOM~N~UMs)
CllEARWAlrlER~ FlOR~DA
S[ECT~ON (8)~ TOWNSH~[P 29) SOUT[}={]~ RANG[E i 5 [EAST
I~
4
5
EXISTING ZONING
FLOOD ZONES
SETBACKS REOUIREMENTS
PARKING GARAGES
FRONT 15-25 FT
SIDE 10 FT
REAR 10-20 FT
ATTACHFO nWFlI INGS
FRONT 10-15 FT
SIDE lD FT
REAR 10-2D FT
REFUSE COLLECTION \\1LL BE BY DUMSTERS LOCATED \\1THIN PARKING GARAGE
PROJECT LAND TABULATION
MOURIZ SALAZAR
7695 S WEST 104TH STREET
MIAMI, FL 33156
(3D5) 273-9911
RETAil SA! FS &. SERVICES
FRONT lD-15 FT
SIDE D-10 FT
REAR 10- 20 FT
A TRACT SIZE
BLOCK I (SOUTH)
BLOCK II (NORTH)
ADJACENT OFF SITE
TRACT
TOTAL
2 RESTAURANT
FRENCHIES BLOCK I lD,DOD SF
PIER 60 REST BLOCK I 3,800 SF
PAPAYA REST BLOCK 1/ 3,GDD SF
TOTAL 16,800 SF
10 SPACES I
PIER 10DO SF
4BO AC
535 AC
123 AC
1136 AC
8 MAXIMUM ALLO'NED DENSITY
10 67 AC
1067 AC , 3D DUlAC = 32D UNITS
20~ TRANSFER - 64 UNITS
SUB- TOTAL
3 MARINA
EXISTING MARINA
FUTURE MARINA
PROPOSED TOTAL
EXISTING PHASE
FUTURE PHASE
1 SPACES I
2 BOAT SUPS
TOTAL
4 CLUB HOUSE
7 SPACES I
PIER 1000 SF
TOTAL
3B4 UNITS
C RETAIL I RESTAURANT
BLOCK I 20,145 SF
FRENCH IS REST I
FISH STORE
PIER 60 RESTAURANT
SUB- TOTAL
12,200 SF
3,8DD SF
36,145 SF
BLOCK 1/ 7,ODO SF
PAPAYA RESTAURANT 3,000 SF
PLANNING OEPAR SUB- TDT AL 1 D,OOD SF
EN!AND TOTAL 46,145 SF
CITY OF CLEARW JERD flOOR AREA RATIO
ACCESSORY USE
TO MARINA 15,DOO SF
FLOOR AREA OF
RETAIL I RESTAURANT 31,145 SF
TOTAL 46,145 SF
E PARKING REQUIRED
f\LE 1 RETAIL BLOCK I (S) 26,14S SF
BLOCK 1/ (N) 7,000 SF
TOTAL 33,145 SF
3 SPACES I
PIER 1000 SF 133 SPACES
168 SPACES
301 SPACES
10D SUPS
150 SLIPS
2S0 BOAT SUPS
50 SPACES
75 SPACES
125 SPACES
5,000 SF
FOR PUBUC
35 SP ACES
TOTAL
5 CONDOMINIUMS
384 UNITS,1 5 SP IUNIT= 576 SPACES
1037 SPACES
6 ADDITIONAL
CONDO PARKING
(NOT REOUIRED )
TOTAL
2D4 SP ACES
f PARKING PR0V10ED
BLOCK I BLOCK 1/ TOTALS
1241 SPACES
LEVEL 1 176
LEVEL 2 153
LEVEL 3 233
STREET 22
SPACES TOTAL
"INVESTIGATE BEFORE YOU EXCAVATE"
~LA~ ~~IOJIEX
COVER SHEET
GENERAL NOTES
EXISTING SURVEY
EROSION & SEDIMENTAnON CONTROL PlAN
DEMOUTION PlAN
HORIZONTAL CONTROL PlAN
PAVING, GRADING & DRAINAGE PLAN
unUTY PLAN
SITE DETAILS
STORM DETAILS
unUTYDETAlLS
CALL SUNSHINE @ 1-800-432-4770
FL STATUTE 553651 (1979) REQUIRES A
MIN OF 2 DAYS AND MAX OF 5
DAYS NOTICE BEFORE YDU EXCAVATE
LANDSCAPE PLAN
lANIl5CAPE DETAD.S
332 5DB
209 362
226 459
32 54
13B3 SPACES
2
3&4
5
6&7
8&9
10 & 11
12 & 13
14 ttuu 17
1Bthru 20
21 ttuu 24
25&26
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GENERAL CONSTRUCTION NOTES
4
ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM (1929)
LOCATIONS, ELEVATIONS. AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES. AND
OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE
TIME OF PREPARATION OF THESE PLANS THE CONTRACTOR SHALL VERIFY THE LOCATIONS,
ELEVATIONS, ANO DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER
FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTIDN
THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND OISCREPANCIES PRIDR TO
CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY
CONFLICT BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA
THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND
SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES IN
ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES IN
ADVANCE OF CONSTRUCTION, BY CALLING FLORIDA SUNSHINE STATE ONE CALL CENTER
OF FLORIDA, INC AT 1-800-432-4770
THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES.
ABOVE OR BELOW GROUND, THAT MAY OCCUR fQ A RESULT OF THE WORK PERFORMEO
BY THE CONTRACTOR
ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO
ROADWAY BfQE AND SURFACE CONSTRUCTION
IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND
INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES THE
CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND
SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION
ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST RE\1SIONS
AND/OR LATEST EDITION
ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE
VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK
CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER SHOP
DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS FAILURE TO OBTAIN
APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT
CONTRACTOR'S EXPENSE
AT LEAST 3 WORKING DAYS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY
THE ENGINEER AND APPROPRIATE AGENCIES AND SUPPLY THEM WITH ALL APPROVED
SHOP DRAWINGS, THE CONTRACTOR'S NAME. STARTING DATE, PROJECTED SCHEDULE.
AND OTHER INFORMATION AS REQUIRED ANY WORK PERFORMED PRIOR TO NOTIFYING
THE ENGINEER OR WITHOUT AGENCY INSPECTOR PRESENT MAY BE SUBJECT TO REMOVAL
AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE
WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WrTH OTHER
WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS AND LITILlTY COMPANIES IT
WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS
ACTIVITIES, WHERE NECESSARY WITH OTHER CONTRACTOR AND LITIUTY COMPANIES
ALL OISTURBED AREAS WITHIN PUBLIC RIGKT-OF-WAY ARE TO BE RESTORED TO ORIGINAL
CONDITION OR BETTER
10
11
12
13
14
REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS
WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING
CONDITIONS BEFORE COMMENCING CONSTRUCTION WORK UNLESS SPECIFICALLY
EXEMPTEO BY THE PLANS ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION
AND NO EXTRA COMPENSATION IS TO BE ALLOWED
1S
ALL DISTURBED AREAS WHICH ARE NOT TO BE SDDDED ARE TO BE SEEDED AND MULCHED
TO FDOT STANDARDS AND MAINTAINED UNTIL A SATISFACTORY STAND OF GRASS
ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD HAVE BEEN
OBTAINED ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK, AND OTHER
EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR/SUBCONTRACTOR
UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE BY THE REGULATORY AGENCY AND
ENGINEER OF RECORD
16
CHAPTER 77-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL
GAS UTILITIES A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATING MAPS SHOW
ONLY THE APPROXIMATE LOGATION OF GAS MAINS AND DO NOT SHOW SERVICE LINES THE
ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAINS OR SERVICE LINES IS BY AN ON-
SITE INSPECTION BY THE RESPECTIVE GfQ PERSONNEL THEREFORE, EXCAVATORS ARE
INSTRUCTED TO TELEPHONE THE RESPECTIVE GAS COMPANY TWO WORKING OAYS
BEFORE ENTERING A GONSTRUCTION AREA
RECORD DRAWINGS THE CONTRACTDR SHALL BE RESPONSIBLE FOR RECORDING
INFORMATION ON A SET OF THE APPROVED PLANS CONCURRENTLY WITH CONSTRUCTION
PROGRESS WITHIN TWO (2) WEEKS FOLLOWING FINAL INSPECTION THE CONTRACTOR
SHALL SUBMIT ONE (1) SET OF RECORD DRAWINGS TO THE ENGINEER THE
FINAL RECORD DRAWINGS SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS
17
1 DRAWINGS TO BE LEGIBLY MARKED TO RECORD ACTUAL CONSTRUCTION
2 ORAWINGS SHALL SHOW ACTUAL LOCATION OF ALL WATER AND WASTEWATER
PIPING AND RELATED APPURTENANCES, BOTH ABOVE AND BELOW GROUND ALL
CHANGES TO PIPING LOCATION INCLUDING HORIZONTAL & VERTlCAL LOCATIONS OF
UTILITIES &: APPURTENANCES SHALL BE CLEARLY SHOWN AND REFERENCED TO
PERMANENT SURFACE IMPROVEMENTS DRAWINGS SHALL ALSO SHOW ACTUAL
INSTALLED PIPE MATERIAL, CLASS. ETC
3 DRAWINGS SHALL CLEARLY SHOW ALL FlELD CHANGES OF DIMENSION AND OET/>JL
INCLUDING CHANGES MADE BY FIELD ORDER OR BY CHANGE ORDER
4 DRAWINGS SHALL CLEARLY SHOW ALL OETAILS NOT ON ORIGINAL CONTRACT
DRAWINGS BUT CONSTRUCTED IN THE FlELD ALL EQUIPMENT AND PIPING
RELOCATION SHALL BE CLEARLY SHOWN
5 LOCATIONS OF ALL MANHOLES, HYDRANTS, VALVES, &: VALVE BOXES SHALL BE
SHOWN ALL VALVES SHALL BE REFERENCED FROM AT LEAST TWO (2) AND
PREFERABLY THREE (3) PERMANENT POINTS
PAVING & GRADING TESTING AND INSPECTION REQUIREMENTS
THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE
SOILS ENGINEER
SOILS ENGINEER TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION
TESTS AND ASPHALT RESULTS THE SOILS ENGINEER IS TO CERTIFY TO THE ENGINEER
OF RECORD IN WRITING THAT ALL TESTING REQUIREMENTS REQUIREO BY THE LOCAL
REGULATORY AGENCY ANO THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) FOR
THE IMPROVEMENTS fQ REQUIRED BY THE CONSTRUCTION DRAWINGS HAVE BEEN SATISFIED
CONTRACTOR TO REVIEW SOIL REPORTS AND BDRINGS PRIOR TO BIDDING THE PROJECT
AND COMMENCING CONSTRUCTION
CLEARING AND SITE PREPARATION NOTES
4
PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION
PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S
TREE ORDINANCE IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES
IN GOOD CONDITION NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN
APPROVAL FROM THE OWNER ONLY '"GRADING BY HAND" IS PERMITTED WITHIN THE CANOPY
LINE OF TREES THAT ARE TO REM/>JN
THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION
IN ACCORDANCE WITH THE SOILS TESTING REPORT COPIES OF THE SOILS REPORT ARE
AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING COMPANY QUESTIONS
REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO
BE DIRECTED TO THE SOILS TESTING COMPANY
CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY
FOR CONSTRUCTION DISTURBED AREAS WILL BE SEEOEO, MULCHED, OR PLANTED WITH
OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION
THE TOP 4'" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE
STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING
PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER
ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF-
SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS
CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS AND APPROVALS PRIOR TO REMOVING
ANY EXISTING STRUCTURES
IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO
DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING ANY
EXISTING STRUCTURES FROM THE SITE
THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED
FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE
CONTRACTOR/SUBCONTRACTOR THE ENGINEER ASSUMES NO RESPONSIBILITY FOR
ACCURACY PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY IT SHALL BE THE
CONTRACTOR'S/SUBCONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES
AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE
UTILITIES WITH THE OWNER OF THE UTILITY THE CONTRACTOR/SUBCONTRACTOR SHALL
EXERCISE CAUTION WHEN CROSSING ANY UNDERGROUND UTILITY, WHETHER SHOWN ON
THE PLANS OR LOCATED BY THE UTILITY COMPANY ALL UTILITIES WHICH INTERFACE
WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE UTILITY
COMPANIES AND THE CONTRACTOR/SUBCONTRACTOR SHALL COOPERATE WITH THE
UTILITY COMPANIES DURING RELOCATION OPERATIONS ANY DELAY OR INCONVENIENCE
CAUSED TO THE CONTRACTOR/SUBCONTRACTOR BY THE VARIOUS UTILITIES SHALL BE
INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED
PAVING AND GRADING NOTES
4
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST
COLLAPSE AND WILL PROVIDE BRACING SHEETING OR SHORING AS NECESSARY
TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED
DEWATERING SHALL BE USED AS REQUIRED
CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM
THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY
PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE
GRADE UNLESS OTHERWISE NOTED ON DRAWINGS
IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT
SYSTEMS OF TREES SHOWN TO BE SAVED CONTRACTOR TO COORDINATE WITH OWNER'S
ENGINEER PRIOR TO ANY ELEVATION CHANGES
CONTRACTOR TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER
AT ABUTMENT OF CONCRETE AND ANY STRUCTURE
ALL PAVEMENT MARKINGS SHALL CONFORM TO FOOT STANDARD INDEX NO 17346,
SHEETS 1-7
9
CONTRACTOR SHALL TRIM, TACK, AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE
NEW PAVEMENT MEETS EXISTING PAVEMENT
CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES
OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS,
AND STORM SEWERS IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH, OR OTHER
SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS
TO ENTER AND EXIT THE SITE IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL
AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF-SITE EITHER
BY NATURAL DRAINAGE OR BY VEHICULAR TRAfFIC, THE CONTRACTOR IS TO REMOVE
SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES
IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR
SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION, OR OTHER
ACCEPTABLE METHODS
THERE IS TO BE NO DISCHARGE (I E PUMPING, SHEET FLOW, SWALE, DITCH. ETC)
INTO EXISTING DITCHES OR CANALS WITHOUT THE USE OF SETTLING PONDS IF THE
CONTRACTOR OESIRES TO DISCHARGE INTO THE EXISTING DITCHES OR CANALS A
SETTLING POND PLAN PREPARED BY THE CONTRACTOR MUST BE SUBMITTED TO AND
APPROVED BY THE ENGINEER OF RECORD AND LOCAL REGULATORY AGENCY PRIOR TO
CONSTRUCTION
10
WATER SYSTEM NOTES
3
4
A VERTICAL CLEARANCE OF 1 a INCHES SHALL BE MAINTAINED BETWEEN SANITARY SEWERS
AND WATER MAINS IF CLEARANCE CANNOT BE ACHIEVED BY ADJUSTING WATER MAINS
THE SANITARY SEWER SHALL BE CONSTRUCTED OF DUCTILE IRON ClASS 54 A MINIMUM
OF 10 FEET ON BOTH SIDES OF THE CONFLICT POINT AS AN ALTERNATIVE THE
SANITARY SEWER MAY BE PLACED IN A SLEEVE OR ENCASED IN CONCRETE FOR THE
REQUIRED 10 FEET ON EACH SIDE OF THE CONFLICT POINT
A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS
AND SANITARY SEWER
ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER
ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND
SPECIFICATIONS
5
CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER TO BE RESOLVED BY
ADJUSTING THE WATER LINES AS NECESSARY
CONTRACTOR TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER SERVICE
LATERALS TO ASSURE AOEQUATE FLUSHING AND DISINFECTION
THRUST BLOCKING SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN ON
OETAILS
MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE
IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES, PlANS, AND
SPECIFICATIONS FOR CONSTRUCTION, LATEST REVISION THEREOF AND SUPPLEMENTAL
SPECIFICATIONS THERETO APPROVAL AND CONSTRUCTION OF ALL POTABLE WATER
SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE COORDINATED THROUGH THE
LOCAL REGULATORY AGENCY DEPARTMENT OF PUBLIC UTILITIES
WATER SYSTEM TESTING AND INSPECTION REQUIREMENT NOTES
ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, THRUST BLOCKING,
HYDRANTS, CONNECTIONS. AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY
PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER PRESSURE TESTS TO
BE IN ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS CONTRACTOR TO
NOTIFY OWNER'S ENGINEER AND COUNTY INSPECTORS 4B HOURS IN ADVANCE OF
PERFORMING TESTS
CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL SAMPLING AND OBTAIN
CLEARANCE OF DOMESTIC WATER SYSTEM COPIES OF ALL BACTERIOLOGICAL TESTS TO
BE SUBMITTED TO OWNER'S ENGINEER
SANITARY SEWER NOTES
A HORIZONTAL SEPARATION OF 10 FEET SHALL BE M/>JNTAINED BETWEEN WATER MAINS AND
SANITARY SEWER
2
ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND
SPECIFICATIONS
3
SANITARY SEWER MAINS AND LATERALS SHALL HAVE A MINIMUM COVER OF THREE (3) FEET
AND SHALL BE INSTALLED ACCOMPANIED BY A METAL TAPE SIMILAR TO "TERRATAPE"
COLORED GREEN AND LAID ONE FOOT ABOVE THE PIPE
SANITARY SEWER TESTING AND INSPECTION REQUIREMENT NOTES
ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S
ENGINEER CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE
INSPECTION
DRAINAGE SYSTEM CONSTRUctiON NOTES
3
STANDARD INDEXES REFER TO THE LATEST EDITION OF FOOT '"ROADWAY AND TRAFFIC
DESIGN STANDARDS'"
ALL STORM SEWER PIPE SHALL BE REINFORCED GONCRETE ClASS III (ASTM C-76) WITH
RUBBER GASKET JOINTS UNLESS OTHERWISE NOTED ON PLANS ALL DRAINAGE STRUCTURES
SHALL BE IN ACCORDANCE WITH FOOT ROADWAY AND TRAFFIC DESIGN STANDARDS UNLESS
OTHERWISE NOTED ON PLANS
PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO THE CENTER OF ORAINAGE STRUCTURES
WITH THE EXCEPTION OF MITERED END AND FLARED END SECTIONS WHICH ARE
INCLUDED IN LENGTHS
ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE
TRAFFIC RATED FOR H-20 LOADINGS
CONTRACTOR TO SOD THE DETENTION POND AS INDICATED ON PLANS WITHIN ONE WEEK
FOLLOWING CONSTRUCTION OF THE POND
ALL STORM DRAlNAGE STRUCTURES DEEPER THAN TEN (10) FEET TO HAVE LADDER BARS
CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM
THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY
PROTECTION OF EXISTING STORM SEWERS SYSTEMS
DURING CONSTRUCTION. ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT
SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE,
ETC, WHICH SHALL BE MAINTAINED AND MODIFIED I>S REQUIRED BY CONSTRUCTION
PROGRESS
10
MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE
CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOGAL REGULATORY AGENCY AND
THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD
AND BRIDGE CONSTRUCTION, 1996, OR LATEST REVISION THEREOF AND SUPPLEMENTAL
SPECIFICATIONS THERETO
ClASS "B'" TYPE I BEDDING SHALL BE USED UNLESS INDICATED OTHERWISE ON THE
DRAWINGS, OR BY THE ENGINEER
2
TESTING AND INSPECTION REQUIREMENTS
THE STORM DRAINAGE PIPING SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION
BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL CONTRACTOR
TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION
THE CONTRACTOR SHALL MAINTAIN THE STORM ORAINAGE SYSTEMS UNTIL FINAL
ACCEPTANCE OF THE PROJECT THE STORM SYSTEM WILL BE INSPECTED BY THE OWNER'S
ENGINEER PRIOR TO APPROVAL FOR CERTIFICATE OF OCCUPANCY PURPOSES
SAFETY NOTES
DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL SAFETY
REGULATIONS ARE TO BE ENFORCED THE CONTRACTOR OR HIS REPRESENTATIVE SHALL
BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE
SAFETY OF HIS PERSONNEL LABOR SAFETY REGULATIONS SHALL CONFORM TO THE
PROVISIONS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF
TRANSPORTATION
2
THE MINIMUM STANDARDS fQ SET FORTH IN THE CURRENT EDITION OF THE STATE OF
FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY
CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS SHALL BE FOLLOWED IN THE
DESIGN APPLICATION, INSTALLATION. MAINTENANCE, AND REMOVAL OF ALL TRAFFIC
CONTROL DEVICES, WARNING OEVICES, AND BARRIERS NECESSARY TO PROTECT THE
PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE PROJECT LIMITS
ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET
FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U S
DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION
3
IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND ENFORCE
ALL APPLICABLE SAFETY REGULATIONS THE ABOVE INFORMATION HAS BEEN PROVIDED
FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR
ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS
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A SURVFY OF ALL OF BLOCKS BAND C. BARBOUR-MORROW SUBOIVISION AS RECORDED IN
PLA T BOOK 23, PAGE 45 OF THE PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA
TOGE:THE:R WITH THE RIGHT OF WA Y FOR E:AST SHORE: DRIVF L rtNG BUWEEN SAID
BLOCKS B '" C. BARBOUR-MORROW SUBDIVISION AS RE:CORDE:D IN PLAT BOOK 23,
PAGE 45 OF THE: PUBLIC RECORDS OF PINELLAS COUNTY. FLORIOA
BASIS OF BEARINGS
AS PER PLAT
--------------------
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THIS LOT UES ENl1Ra Y WITHIN Nom THIS SlJIMY IS ooI"TInm TO lHE PNmES AS USTED ,o,NO
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ELE:VA nONS ARE: BASED ON CITY OF CLE:ARWA TE:R BE:NCH MARKS
Sheet No.
Note CopIes of this Survey
ere not valid unless embosiSed
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A SURVEY OF ALL OF BLOCKS BAND C, A REPLA T OF BLOCK A AND LOTS 1-15,
BLOCK B CLEARWA TER BEACH PARK FIRST AODITION AS RECORDED IN PLA T BOOK 21,
PAGE 21' OF tHE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA
TOGEtHER WITH tHE RIGHT OF WA Y FOR EAST SHORE DRIVE LYING BETWEEN SAID
BLOCKS B ok C, A REPLAT OF BLOCK A AND LOTS 1-15. BLOCK B. CLEARWATER BEACH
PARK FlRST ADDITION AS RECORDED IN PLA T BOOK 21, PAGE 21 OF tHE PUBLIC RECORDS
OF PINELLAS COUNTY, FLORIDA
THIS LOT UES ENTIREl. Y WITHIN NOlL lHlS SUR'oU IS C!:R1Tf1ED TO ntE: PARTIES AS um:D AND
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125096 00070, DATE 6/19/91
CITY OF CLEARWAlER, FL BFE= 100,110,120
NOTE
ELEVA T/ONS ARE BASED ON CITY OF CLEARWA TER BENCH MARK
BASIS OF BEARINGS
~~~~~~3_____________
Notll!;l Copies of thiS Survey
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With sIgnIng Surveyor's Beal
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472.027 Qlaplor 81017-8. F1ol1da -'loJllral,.. Code.
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NOTE When used on high Side of roadways, the cross slope of the gutter
shall match the cross slope of the adjacent pavement and the
thickness of the lip shall be 6", unless otherwise shown on plans
TYPE I CURB
NOTES
1 There shall be a 1/2" seal JOint between
back of curb and driveway
2 Concrete In curbs shall be 3000 pSI, With
fiber mesh reinforCing
CITY OF CLEARWATER. FLORIDA
PU8UC WORKS ADMINISTRATION
ENGINEERING
, 4/i~
REV o...1t
RErl~~aY
R.G. Cli~BY
APf> OE~~1lY
TYPICAL CURB CROSS
SECTIONS
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.tiOIE... Drlvewa)1i1 to Begin 0 minImum of
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10' from property line Ymlchever Is greater
~ - TranSition Area
CITY OF CLEARWATER, FLORIDA.
PUBUC WORKS ADMINISTRATION
ENGINEERING
STANDARD DRIVEWAY
LOCATIONS AT
INTERSECTIONS
RErlRA'Iflay
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<><"""''''
APf> DESlCll€DBY
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CITY OF CLEA.RWATER, FLORIDA
PUBUC W~~~I~E1~~~~[STRATION
RErlRA'Ml1lY MINIMUM TURNAROUND
Cli~BY DIMENSIONS FOR
CLEARWATER SANITATION
APf> OESlfflBY TRUCKS
10 tf-;9~
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1 There shall be a 1/2'
seal JOint between back
of curb and driveway
2 Concrete In curbs shall
be 3000 pSI, With fiber
mesh relnforcmg
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NORMAL VALLEY GUTTER (URB
SECTlON.SEEINOEX101
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SECTION B-B
NOTE
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. "', 6
:= y::.. ~ - ~fJ
':Yr ,<;:, 4 .., p. ~4'R..
~
~ompaded 5ubgrade
1-3/4'R
q Base
MEDIAN CURB
CITY OF CLEARWATER. FLORIDA
PUBUC WORKS ADlftINISTRA.TION
ENGINEERING
""'......
""""'<><
RErl:t.~BY
R..G. Cli~BY
,.,.,. OESrnBY
TYPICAL CURB
CROSS-SECTIONS
No drIVeway may b~ conflgur~d to
ruultmcDnstructltJnlnfront
of adJ;JC8ntproperty as proplrty
lure IS uhnded to curb or
pavement
.r
CITY OF CLEA.RWATER, FLORIDA
PUBLIC WORKS ADWINISTRATION
RIl ENGINEERING
o.DIl R~:BY
TU CliEQ([ODT
STANDARD DRIVEWAY
LOCATIONS RESIDENTIAL
N>f' OESle'1~IIY I
/
\#
'...rr~~_
PLAN
~
~~~
e'" ....-.
SECTION [-[
CITY OF CLEARWATER, FLORIDA.
PUBUC WORKS ADMINISTRATION
ENGINEERING
CONCRETESWALE
DETAil
VAllEY GUTTER (UR6
RED:t.~BY
<><"""'"
DEIlIGt€D1lY
/IPP H.G1l
(Wearing
Surface
,B:~
INOCllNO
'"
2DF2
..-
:!5ii
~I
,,~
Varies
Slope 1/4' per Foot
Asahaltlc concrete
I
L
5
.......... Stablllzed/,omo.ded .ubgrade
when rlqulred
\
\ Base CDune
2 AND 3 LANE ROAD
~1
"Ii..
~i
inside lane/Lanes Vane.
Slope 1/4- plr Foot
Asphaltic concrlte
I
,
\
\ eall course
I
Outside Lenll Var..
Slope 3/B' per Foot
4 ANO 5 LANE ROAD
NOTES
~~
INDEX No..
'"
2~2
1 Pavement materials and thickness, and base materials
and thickness 'WIll be stated In construction draWings
and stope of the 'Work
2 See construction draWings for curb type and lane
Widths
..."'"
........!'!:.-
T-
~
I
I-T
~
)
((I
~~
~~
\
4' CInl5ldlnfalll
/
-
"'Clnt:SIdavIlII
NOTE
CURB ELEVATION TO BE UNIFORM
GRADE FROM PC ELEVATION TO
P T ELEVATION ON DOWNSTREAM
SIDE
N
eon_lOll ,Joln~~ , ,~
Pormllted (TIP) -......J
IA\ r~ rc
LA La Lc
- SECTION A-A
NORMAL TYPE I CURB
SECll0N - SEE INDEX 101
,&}
.. ..
I:
i f
"e:) Jd
~~~ J
<t~
lj~ 1'1
~ ~ Ji
~ji'~
~~~ ~f'
i~
See Index No 101
'&1
Iii
...~
I Sell Index
~
T-~
J
~ Stablllzld/compacted subgradl
when required
u
~as ~
Ig~!
~~~~
~~~~~
O~ '
:sZ ;.
~ ~
""
~
tL
CITY OF CLEARWATER. FLORIDA.
PUBUC WORKS AD~INISTRATION
ENGINEERING
RErl~~aY
CliEtl<EDBY
An
APf> OEIlIT~BY
TYPICAL STREET SECTION
.~:r:
INDEX No..
..
10Fl
..."'"
........!!:-
T _~y. I- T
'!'
~ t-, &" ~
/;'/ ~ .t ~ ~
ill; ~ .~y. ~
~ ~ ~
~ ~y.~
~
-=-
I)
~
~
~
~
~
~g
!S~
>- >-
u u
"i "i
o 0
It 8:
~
z
~
iJl
<:
~
5:l
o
...:l
r:r..
...:l
:;;:
Eo-<
~
~
~
Eo-<
......
rn
"'CallcIldlRlll
NOTE
~
~
Eo-<
~
~
<:
~
...:l
U
10 OOT C = TYPICAL TOP OF CURB ELEVATION
CITY OF CLEARWATER. FLORIDA
PUBUC WORKS A.D~INISTRATION
ENGINEERING
REDN~~1lY
CliEO<fOllY
APf> OESlmBY
TYPICAL TURNING RADII
l~~TE
lND'f06No.
10F2
~
~~~'
6'R (TIP~ I
>-
'"
z
o
'"
tL
12
~
c
limite of concrete nale
Urnlto of pay quantity
~
SECTION B-B
NOTE
""
un
INOOlNQ.
!!L-
lDFl
Subject to CIty Engineer's approval
To be used only In unique situations
PLAN
~'-4' 2'-6' S
~ ,.!.
L d-..., ---..L
[',1. (t) .I' "j
t ~ '\ u eon-:L.
~ \0.,
:J:
o
z~
~b
u Zo
~ ~~
en "m
Z 1521
00"
u l:'t!13
'" ~(;
e fjii'i
t- ~~
~ reS
i'!
~
o
z
SECTION C-C
CITY OF CLEARWA.TER, FLORIDA
PUBUC WORKS A.DMINISTRATION
ENGINEERING
CONCRETE SWALE
DETAIL
TYPE I CURB
'"Jl't"''''
"""""'"
O...lE
""
IN~No.
1D'
"" ,
/IPP DESl~BBY
DRAWN BY I
CHECK BY
ORIGINAL DATE.
ALG
KEZ
01 23 03
SHEET
1 ~ OF 21
'L .,:;;,cP" G>J.'-'-~~
/~ <"d''''~ ',~.;~,,>' ~ ~~~:>~~~SR~~1,r,,~
~ ,/'#'.~'oS'
",~,,, ..-'~~I
A l~\ "(.cf':'..IIII. A I Beck of Curb
f ~\\I'IIItlf " NOH", ,"Moo< ,.,",,,-
/ / ,'tI"NiT'- - , meots see Note e
'/:
1M
i
Remove Curb If EXisting
1 Ma. Slape ~~
'\/2' E.p Ja"t/
'{ :
", .', I i' ~ '_ ' , '
1/
6
TYPICAL DRIVEWAY CROSS
1'~Mox Slope
'~ E.p JOint
\
I Prooertv ROW line
j
.
o
i
~
PLAN VIEW
"...\ CaM
B
SIdewalk
Remove Bock of Curb on State or Vertical Curbs wIth a vertical Saw cut
or Remove enbre Curb and Replace os Part of Sidewalk Ramp
S Modified and Volley Gutter Curbs
JOin eXlsl back of curb
! 12" ....----::::: Te.tu,ed SU""e
r_" l~~~QXSIOpe : ~
, ,,,' , Remove to an
~'1/2 ExpanSion Jomt even jOint or sowcut
E~
J;3
~ ~o
~1~
~k of Curb
SECTION A-A
~
1 Provide tooled );Ilntll at d'lI1cm~' matching the width Allllo
ploa. 'll!Icn,rlJl'l pints at drNelrCl)'ll
2 If SomB ph)'8lcol ob.u-uctton exists which prevent, the placing
01 8ldewalk8 08 ehown. contact the Englneertng OM.IOll for
dtemate locatIon
J WooOen one other .pacltnil wlll nat b. p,rmltted In .1dewa!k.s or
-".
4 Na cDlltlnQII af any kind wll be permIttee an concrete
eldewalk, Q" drtvewQ)/a w!thout specJnc apprtM:lI of the CIty
Engtn8er
5 All conerete shell be 3000 pel mln 0 211 do)'ll. with fib..
mesh relnfOl'dl'l9
6 Concrete eurface ta be IlgJt broom ftnlsh
7 COI1cret. clrlwway eonrln.ictlon shall be 6" thIck ... 6id1/10x10
lIl'lIIded WIlli mesh flImforcemeni
8. Ramp, Ihall ha.... a toctll, surfac.. tenured to a depth not
exceeding 1/S" by un af tomp or raller In conformance with
requirements of FOOT Roadway and Traffic De.lgn Standard'.
DetaU 304 Of" ma,t recent modlflc:otron,
~ V8/02 R.... N_
2 1~ add_nDta
I 1I"'~ moclll'Iod aft cut
!lEV DA'lE DE:llCRIP1'ION
EXist Cone Dnve
SECTION
~
4 MIn ReSidential Street 1 City R/W
5' Mln Artenol Street 12' County R/1
1/4" per Foot
3000 pSI conc 4" thick Constr 6
thIck at driveways With 6x5 1m
welded wire mesh See note 7
SECTION B-B
~rBY
CtlfQQIlIJT
lWR TCJ
APP ~~1rY
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADl.lINISTRATfON
ENGINEERING
TYPICAL SIDEWALK
CONSTRUCTION AND
RAMP DETAIL
Concrete Sand
& BeddrngCourse
112" ~ 1"
~;Doof'""""I(
Course
Granular-
Base
INST ALLA nON PATTERN
~~~~:;~:d 7/! II! II! III
TYPICAL CROSS SECTION
(Pattern Will vary With selected paverl
1 Interlockmg pavmgunlts shall generally be Installed m<l((ordance with manufactures requirements
2 PavH Th"kn~ss 2 3/8 Resldenhal Light Du~y TraffiC 31/6 Commerc.al Heavy Duty Trafl,c
3 Concrete Pav~rs to l:onform to ASTM [93&_82
& I. (ourse Granular Base shall be In i!((ordan{e wlllllllanufanures requlfe~eflls (l,- mm fOf 2 3/S- pavers
and 6" mill lor 31/BHraverd Granular base shall be crul>hed concrete or orhermatenal approved by CttyEngmeer
S C~lormg or dye shall be umform throughout each concrete pa~er umt Dipped or externally colored paver units are unacceptable
6 Pav~rs sllal\ be mHalled \O'lth edge restraint and confined With (emerlted paver unlls curbs pour~d (oncrete or other SUitable method
7 Final flnlsl'1edsurfacf shall be of unlfQfm e(eviltlon or slope
& 6 Sub9rade shall be free of clay organl\s or othH milterrals which Will allow future seHlemenr and rompaded to 98% AASHTO T -180-57
& 5/01 REVISED NOTES
!lEV DAlE DESalIPTlDN
4.XI. Interlocldn; Concrete Payers,
\iSh Sand/Cement Mi. Into Joints
1/2. - 3/4. Sand Slthng Coa"o
r '.IHlnl Concretl 30110 PSI r Saw Cut Ellst Asph
\ With FIber Hlsh
I' 12.~ \ existing Asphalt
~~>~;~.: l~l;;~
, /'vy ~/~ ,,,.~ ::-"'Y::-.,V::-.,v::-.,v::-.,,,,,v;...v'
1/r Espanslon Joint /.'" ~ /('o/...~~~~W~'0':>::V>
StAbilized Subgrade ,/'0./' ,,~/,,'" ;,'-;. ---'
FBY '0
2-414 olformld Ribar Itrpl -:':lb:"~::~::l:~tl Idgl'
PAVING HEADER DET AIL
CHfQ([tlItr
""
M'P OESIQ€DBY
~"BY
CI1!QQIlBY
..
APP 0ES1GNED8Y
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADW1NISTRATION
ENGINEERING
INTERlOCKING CONCRETE
BLOCK PAVERS
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
PAVING HEADER &
BRICK PAVER DETAIL
:4
'0'0
S' R"
rr.1/) !(j(:!,l1t
A.rt~ 1(11 St
rIOIS\
~~
-;7
<"
C'O.-t--co
-1'!,,:!' <0. <0
o-?",;,,""'''- ....--..........::0<' ~
<;>;-Z q::;~<s>: C'~$
c-"'..s>",o.- <# ~~o
~ o"""~>.
~<O
~<'-f-
~-;7
If "x" IS less then 48" then
the elope of the flared Side
sholl not exceed 12 1
ISOMETRIC VIEW
CURB
I 1RANSITION
11---1
DROP
CURB
CURB
TRANSITION I BACK OF SIDEWALK
I-C~
ELEVATION A-A
1~1j
~'"
,eo
llilliS..
1 Romps ore deSigned to the
Uniform Federal AcceSSibility Stendards
to complfi With the AmerIcans With Dlsobllltles Act
2 ~~~h9N~tO~x~~~dln~ ~iJ!leb;u~~~c~f ~~~u;e~r ~~IJ~r
~O~de';~~~~~C~refti~ ~:~~~e;~~~sord~,Fg~lon 304
Or Most Recent Modifications
P~~-~~Jl
. ~K<if<'
'-, -..j~
^~'/.~
OET AIL CONSTRUCTION AL TERNA TE
CONe
SIDEWALK
Gross Planting or Other
Nan walk"g?
6" 6" Vertical Curb
~ In Tran91t1an
,~
:y
Match E,(!Stmg If
EXisting SIdewalk ""-....
Grass Planting or Other
Non-Wolkmg surfoce~
6"
4'/5
RAMP CURB
.
~
I I
"'I
EXist T)ps I Curb/ ~Remove Beck 01 Curb I"" Flow Line
If EXisting
RETURNED CURB RAMPS
VALLEY GUTTER CURB
\
CONC RAMP
I
,.1 lIIill
I,' :: ,'. 'r
1 I
"::.:::.J
k
/'" Textured Surface
/
,. "
..... .,
~
SECTION B-B
, v... ............
,- ---
REV DAlE DESalIPTlOIl
CITY OF CLEARWATER, FLORIDA
PUBLIC S ADMINISTRATION
ERING
StDEWALK 1~1j
CURB CUT RAMPS NO NO
PHYSICALLY HANDICAPPED 109
RED~'\-rOBY L
CtlEattDlJ'f
'C,
APP~BY
r Y... v.rtn
1-111"1I\ I "" I"....... I I
-"'J =-..... I l
~P- ,
" ~. '., n,. 'j'" ~~
<<Y~~<<Y1A '''~"
.... ~~ '~, "'1.' "",, "",, ,,'
sdlGrad. - '., ~ " :.
):('/ ........DL __
,("\(/..y, =::--
OET AIL OF SIDEWALK
PARKING ONE SIDE ONL Y
~
..
Il j
<)' " ~ 1;.',
~bl~,':;::~
>>/,> t' ~~~
~~fr~;.:-
~
:.
It,'rf.,.
~'"
'"
,~,
PARKING METER POST
SLEEVE DETAIL
<'
""
~..:~
<'.
""
NOTES
1 Meter post slene shall be 4~1 d PVC
rut to 12-(ength,
Z Contractorshallselectfll!rhodofconstrllctlon
There shaUbe 1'10 varlatlal'lof Unit pmeblds
l Meh:r past locatloM shall be marked by an ~~~
mthecol'lcrete
4 Cancrl!te tobel DDDPSI with fiber mesh reinforCing
./0/0>
CITY OF CL.EARWATER. FLORIDA
PUBLIC WORKS ADIl1IINISTRATlON
ENGINEERI NG
CON( SIDEWALKS!.
METER POSTS
IN PARKING LOTS
~~8Y
R.G. CHECK!D1Jf
I I~~
t"'....~
,,.
R...Nota
""""""
M'P 0E:~~1rY
<'
""
~~
<'.
""
NOTE
(oncrete tobe lDDDpsl With fiber rJlesh relnforcll'lg
-j
Ie-
~
L
[- 2-1Ir am
· ~l
~ 1_"" ~ ~
'J ...
T_
TYPE A
"'''
10'"
~'"
'"
,~,
-j r- r...
I ( ~ ~
L · ~J-L
~'_VJ" ~~
.J ...
T"....
TYPE C
CITY OF CLEARWATER. FLORIDA
PUBUC WORKS ADMINISTRATION
ENGINEERING
,
'"
'/0/0>
REIf."..:'BYr
R.G. CH~cr.r Itr
APP DES~BY
WHEEL$TOPS
REINFORCEDCON(RETE
R..... Nola
"""''''''
rEx Sidewalk
112
F ~
,~\ \ " .. ~ -...
150
Max
,-,';0,...,
,
Proposed J
Access
Proposed
Bus Stop Pad
Ex Curb
SECTION "'A-A"'
IUS.
NOTES
1 BusStopP~~yedendfromI!X1stlngturbtoDfthrough
the alignment of eXlStlng slde'ofalk.
Z The Bus StapPadwl1l fallaw the same !ilopl! and will be
f1u!ihwlththebackofcurb
3 The maKlmUmslopl! across the lIJng dlrnl!nslon 01 theSus Stap
P"d(perpendlcularta the curb) I'lIU!it be a maxllnUII1 of 150
& ::~ :~~fl ~:~~o~~se:~ 1'1:0/ t:U::c:e~ 5101~lope. thl! IIlnlll1UlIl fu,ible
4 Paved access ta the 611S Stop Pad from the sidewalk
l'lIud meet City of Clearwater !;:lde...alkdandards and AOA
!ihndardswlth il fIIaXlmum slope of 112 andlnel rut
stops I'IGmore than lO feet apart LGcatlonaf access Wilt
be flelddeterlUned. Sllpe ofparkwa,areaadjilCent to
BusStap Pad will bl! fieLd deferrlllned
5 Bus stop Pad shall bea mlnJmumof 6 reinforced concrete the
sa.rle.ilScon[retedrlvellays
6 Bu!;:StopPadshallbecenhredasclosetolotllnesupa!;:sibl.
Ex",tmg bus stop s'!lns rnay need to he re(ocated accordlllgly
PAYER .B.
PAYER "8.
PAVER "A'
"'''
'"'
I~HO
,~,
I Al_" ~12"'"
~_bm' ~ .-.A
J(S' '~ "'~1:1
~=.:. '~~'..:;...: I
.,' "" ~
"ShipP. ..
~an .......... _~
! 4A
~
J
Ii
-
r AIW_
-AIlIT_1
>-
<(
~
>
~ I
g; =....
:<
:E
~,
Il.O'TlI*1I
50' PIn.
BUS STOP PAD
..u.
IlEIlflAlIIHBYI
.&. tv.1
REV DAlE
IfOTEJ
"""""""
CI1t:O<!llIJT
IlAl 'oil.$.
APP~1rY
PAYER .A.
PAVER "A"
SYTLE "PlAZA- 4'.rll2 vr CONCRETE PAYER
MANUFACTUIIE~ PAVERHOllULE 1954-m-74DDl
COUIR. J COlOR BLEND lllRANliE, SAflD. BlJFFI
APPRlIVED BY LANDSCAPE ARCHITECT
PAmRN> DOUBLE ROW BORDER
PAVER "B"
SYTl.E .PLAZA. 4'd"J2 318" CONCRETE PAVER
MANUFACTUIIEJIo PAVERIIlDlJU 1954~m-74aa)
COLOR, J COLOR BLEND lllRANliE, TAN, BUFfI
APPROVED BY LANDSCAPE ARCHITECT
PAmRIt HERR_ONE FIELD
REIft..8Y
''''''''''~
'"
M'f' ~~BY
:!I
:!i
it
! f
"(3 .
~~~ I
<j~
IIi fp
!nY
i~
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADIolINISTRATlON
ENGINEERING
u
~~ ts
~8~;
f@e5~~
~~~~
~~ ~~~
0:'-
l5Z ~
~ ~
<(
~
a.
TYPICAL BUS STOP
PA{)OETAIL
"'''
,~,
~'"
'"
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADl.lINISTRATION
ENGINEERING
~
~
~
~
~
q~
~~g
~ ~
" "
"l ~
o 0
g: g:
'"
'"
<(
Z
t;;
~
'"
TYPICAL BRICK
PAVER PATTERN
"'''
"..
..., ""
"'
,~,
<
o
s::
o
...:l
~
p::"
~
Eo-<
~
p::
<
~
...:l
U
...:l
<
Eo-<
~
o
~
Eo-<
-
rn
>-
<D
z
o
1=
a.
5
'"
w
o
~
;l
o
z
z ~
o
~ b
u Zc
~ ~~
~ ~~
8 fJ~
~c
D::: ~~
~ ~~
b <~
z i'n~
DRA'MIl BY I
CHECK BY I
ORIGINAL DA~
ALG
KEZ
01 23 03
SHEET
~5 OF 21
,j
,
rHAN01CN>PED SIGN
/ SE:EINDEXNO 119
1 R......POOYlN CONe \vAU(
SEE INDEX'NO 109
I .r-f 'MDE 1RAF'FlC BUJE I .r-- lj" WOE TRAme WHiTt
1/ SlRIPL(TVF'ICAL) l'/ S1R1?E(Tl'PI~L)
r~j~
~j M ""
LJ All pavement markings to be thermoplastic
120.2"(rtPICAl.J411 5 o' I
17'0" ,
~
HANDICAPPED STALL DETAIL
14'_6D
Tie bum with
2-:jjSrebarcontlnuous
-(Il!ara1~cemln-
~'-#5at4'center
10-B~ L
48"
Ma,
Il.. d1, SIe,lb.llard' v
concFILledltypl
~ ~~j
... ..2K.
. "'
f--"'- dlari1~;gmlll -
14~L . .J
r 8..J 6"
Grad!!
!
r
-r
00
~
S"xlf(concretefoctlflg
w/Z. ItS rebarltyp)
~"
1--- sWing gab!! (typ)
4'
Mm
L
~drIlPPlnhOlllltYP)
o
~
~
1 4/1/OZ
Rt't' D"'!!:
3 Mln
Pmdst".t \
I
AG""I
'-31SLopeorFlatter
I
~
-1 /
CROSS SECTION
-",-, ( 17 / I
7/ G",.I _____ I
""7
I/'
TOP ISOMETRIC VIEW
CITY OF CLEARWATER, FLORIDA
PLlBLlC WORKS ADlillN1STRATlON
ENGINEERI HG
~'/INBY
~~"
,.
"" ""'"'''
TYPICAL SINGLE
HANDI[APPEDSTALL
""
1m
IHOEXNO
'"
'0"
sWing gate ltypl
I
j
I ."r-droppm
V (typl
I
Gr'"d~
I .j
L3000PSlconcflltllsLabWlthflblrmnh
r~lnforclng - monolithic mln 60H
thickness 6"k6H/l0.10WWF
ELEVATION
~
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
DRA'/INBY
~
R.G. CI1E~1l1'
API' OES~BY
""
.,.,
INIlE.NO
'"
,~,
DUMPSTER ENCLOSURE
SINGL
,construction-
10 /_Slt~Entrance
"
Construction
SlhEntr;lnct
my OF CLEARWATER FLORIDA
ENGINEERING DEPARTMENT
~.. TEMPORARY EROSION ,,/,:!,,,
~- 1~~~;;EOp\~:AB~~~ -a~
_ I..... 1 .. 1
10'-8"L
.....
m"
Gr,d.
r-r
4'
mL
I
1
140
_L .
r 80J
~~~~:~Sl~S~
- -
I,,,,,,,,,,,,
I SEE lNDEX"No. 109
R"""P DOWN I
SEf"iNiiEXNo.1OG]
CONe. WAJ...K
~
l~ev ~ &
I~ r:
I ~6'I'IIDETRAFF1C~TE
1/ STRlPE(TYPICAL)
1r-;m~E~~..sBWE
1~ O.
"_0 '" (rn'''M.)~1
o_n"
29'-0"
HANDICAPPED STALL DETAIL
NOTE
All plJvement markings to be thermoplastic
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
~"BY
~~"
"
APP 1~~lN
TYPICAL DOUBLE
HANDICAPPED STALL
L '"0""""0",,0, "--/
o concFllLedllypl
~~-~ "
clura1~timln -j ~ CIl!ar~~amm
,,/00 /, ~~",.,.t. /
I" / ~ It,,'/
'1
..~ Vj
>.!-
--
~.
O~
in
c
o
00
DrQP pin holl! (typ I J
PLAN
!'L.U.
\ lie beam With
\ 2-'5 rebar continuous
Cleara1;~emln-
r--"..,;;"mm -j
I
/~roppln
~ (~ypl
'-
~1-15 ot 4' center
l"--- SWlnggateltypl
Grade
.0J
, o~
"-- 3000 P $1 Concrete $Iilb with fiber mesh reinforCing - Jl\onollthlc mm'~ thlckne" '"I'~/
1Oxl0wWF
0",,16' concreh foohngw/2_*5tonhnull'Usrebarltypl
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADt/lINISTRATION
ENGINEERING
ELEVATION
N TS
[)IU,~OY
R.G CHE~BT
N>P DES~8Yr
, 4fafDz
REV DAl!:
DOUBLE
A~
Disturbed Earth
Upslope Toe ~
POSitive Grode to Collection Area
.-I'
7\
X'Mln
2 1 Slope or
Flatter
t
~~ \/
\/
~/
"- Edge of Channels, Ditches, Swales,
Roods Side Slope, Etc
A~
PLAN VIEW
Earth Dike
2'
IinI
/ Disturbed Earth
Edge of Channels, Ditches,
Swales, Road Side Slopes,
Et:c, Undisturbed
A /'-.... 1,8"
~1Slope
or Flatter
SECTION A-A
--
-..
...
I ~%~
INDEX NO
~ '"
2or3
I I
II~~V
PARKING BY
DISABLED
PERMIT
ONLY
$255 FINE
FS 31814
11 -
1!\iI/Il,\i! tr JIIIII'\V\I!\
..
- ..
4 I I ;
<I I.
..
""
I~'
INDEX NO
'"
'0"
1IIIm~: :~~~IIIII ~
-111= II 11-
- 11,-
u--r
j
HANDICAPPED SIGN DETAIL
~
1) WALLS
0) New construction moxlmum 6 -0 high and constructed of
concrete block (6~xB-x'6-) Materials used should be consistent
wIth those used In the construction of and architectural style of
the prIncIpal bundlng (Section ;:5-802 MaterIals)
b) Existing maximum 6'-0' high replacement materials con be
mode of the some motllrlols as long as they ore mode of
approved opaque motenol
2) FOOTINGS
8Mx16" concrete YI/2- 15 contlnUOUlll rebar mbedded
J) CONCRE"TE SLAB
MonolithIc, mln 6M thIckness w/lmbedded S-n;- / 10,,10 welded
wire fabric (W W F), 3000 PSI with fiber mesh reInforcing
4) CONCRElE FILLED CElLS
With 1-15 ""rtlcol rebar tied to footer steel at each comer and
every 4' 0 C
5) GATES
Constructed of mln 1-1/2'" diameter galvanized tubular steel
wjprlvacy--twe slots Inserted In galvanized steel mesh fabric,
hinge-mounted on mln 3" diameter galvanized steel post
(Gates and post constructed and Installed per applicable buDding
code by licensed fence contractor)
6) DROP PIN
1/2- 010 18- long metal rod gate latch ProYlde 3/4- dlo hole
6- Into concrete for rods. In asphalt provide 0 3/4" P V C
sleeve, 6- long, or equal
7) SOIL
Soli bearing capacIty to be at least 2,500 P S f
! f
"""
8 .-s
rIl.l~ 1
<i,l
~ .~ t
~tJ ]a~~
~'" II~~
~b~d1
i~
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADMINIST~ATION
ENGINEERING
u
~~ ~
~I~I
~ ~~
~ ~~
~~ ~ ~
~ ~
"'"
e,
'"
<L
~\llNBY
""
1m
INOEXNO
'"
'0"
1 lZ/llll
REV OAlE
~~~
III Go ~ ~
M'P ~~EN
TYPICAl HANDICAPPED
SIGN DETAIL
lIJIdotecl nn.
"""''''''''
CONCRElE MASONRY WALL CONSTRUCTION
Materials, construction and quantity control of masonry snail be In accordance
With UnIform Bulldlng Code (UBC), Cnopter 24 General conditions and
construction rlllqUlrements shall be applied os speCified In USC. Section 240... (f),
durIng grouted masonry work
1 All reinforCing eteel shalt be deformed bQrll conforming to ASlM A-615.
Grade 60 Vertical reInforcement shall be placed In the center of the
masonry cell, and snail be held In posItion at the top and bottom
2 If a slab dowel does not Ilne-up wIth 0 vertlcQI core, It sholl not be sloped
more than one horizontal In six verticals (1 6)
3 Horlzontol wall reinforcement sholl be standard truss type DUR-o-WALL (or
equIvalent) at 16 oc
4 Hollow load-bearIng Concrete Masonry Units shall be normol weight
conforming to ASTM C-90, with a mInimum compressIve strength of 1,900
PSI
5 Mortar sholl be type M or S, In accordance wIth ASlM C-270 Place 011
masonry In running bond with 3/B- mortar joInts. Provide complete coverage
foee shell mortar bedding, hom:antal and vertical
6 Coarse grout sholl conform to ASlM C-476. wIth 0 maximum aggregate size
of 3/8-, 8" to 10" slump, and a minimum compressIve strength of 2,500 PSI at
2B days
~
~
~
~
~
R~
! ~ g
.... ....
" "
"i "i
o 0
~ g:
-<
Q
0::
o
.....:i
~
.....:i
~
E-<
~
Q
~
E-<
......
["J)
7 Minimum 3" X 3" cllIlon-out holes (law-cut) ore required at the bottom course
of 011 cells to verIfy grout placement Clean-outs shall be sealed after
mOllonry Inspection-proVIded In accordance With ACI 531-4 6, and before
grouting
e Prior to grouting, the grout space sholl be clean, witn no mortar projll!ctlcns
greater the ~-, mortar droppings or other foreign motenol All cells snail be In
vertical alignment, and snail solidly be filled wIth coarse grout 09 specIfied
9 Dunng plaCing, grout sholl be consolidated With flexible cClble VIbrator First
grout pour snell be stopped 0 minimum of 1 - 1/2~ bllow thl top of the
middle bond bsam masonry
0::
~
Eo-<
;1
0::
<
~
.....:i
U
CITY OF CLEARWATER, FLORIDA
PUBL1C WORKS ADMINISTRATION
ENGiNEERING
1 4/t/02
REV OAl!:
DRA'/fIBY
~
R.G O1~BY
'" DES~8Y
~~
INOEING.
'"
Jar3
NOTES
w
::!
"'"
Z
~
m
.....-
I'lIIh.......
!IllIElil
1. S1nlllo .... 01 S__ or SIlt F.... to be placed prtar to 1ho otart 01
rough grading. ,
2. IIA1N1ENNlCE: All __ and 11I_ ....lraI d_ lIIall be eII_
l'8Qularlr. apeclally after each ru1nfall and .DI b. deanlld aut und/t# repaired
GO raqulnld. ../
.--- LAKE
r---
0:.-
---
---
CITY OF CLEARWATER FLORIDA
ENGINEERING DEPARTMENT
- ...
T l M 10/18/~4
mI8" TEMPORARY EROSION .._
CONTROLOIV[RSION 602
BERM 1.2
/==~
ADJACENT
HOME
PROPOSED
FOOTPRINT
OF HOME
L
PROPERTY UNE
I __$" ;ZA-
V- t:.=",t'$
.--- CnY STREET../
ADJACENT
HOME
-'"
- .....
--
.~4:?}~~ .
.... ~
>-
<D
"~,.,,,o~
1''''1''''1'' ""'" '-." --::--....-.uIIS"
'~~~~~\ ~:. ~ "'l ~~
,~~I'~~
~ ~ ~~
~
~~
~ ~
~ ~
~
~
z
o
Ii:
0-
"
"'
w
o
STRAWBALE SILT BARRIER
~
~ ..,~
..... ...".'" ~ ~ ~ ~ ~ ~
-~'''~~~;:
~~
RE~~~ '-:~J,~~f~~~;.\~~\~rC1:.~~'~:;~~'~~s
..' l~,,"l~', .
~
;5
-
~
"
"
~ ~
F b
uz
::> ~El
'" w~
I- ~:g
~ ~a
8 El~
rr: ~~
o !:!!~
U. ~~
b ;~
Z m"
PREASSEMBLED SILT FENCE
...
--
ow
-"
to
""::'''
CITY OF ClEARWATER FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINfERING
SINGLE FAMILY HOME
EROSION CO TROl DETAil
TEMPORARY STRAVYBALE
SEDIMENT BARRIER
...
-
~.
....
ORA"" 8Y I
CHECK BY I
ORIGINAL DA TE~
ALG
KEZ
01 23 03
SH EET
~ t6 OF 21
Building Block Laid 6" From Throat
Web Horizontal
NOTES
1 Flberous filler matenal In front of block
prevents gravel from washing Into structure,
Grovel Filler
2.x3" Perferred
Sill
2 2"x4" Behind block and across throat helps
keep block In place Place In outer hole
of spacer block
3 Bales of hay and sod, similarly placed,
may also be used
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
Rmt.\wn
TLM
"""'''
TEMPORARY SEDIMENT
TRAP AT CURB INLET
SPACING OF POSTS
TO BE 6-10 FEET APART
FOR ADDITlONAL STRENGTH
FILTER fABRIC MATERIAL CAN
BE ATTACHED TO A 6-INCH (MAX)
MESH lMRE SCREEN WHICH HAS
BEEN FASTENED TO THE POSTS
FlL TER F ABRle
MA TERIAL SECURELY
FASTENED TO THE
POSTS OR IF USED
lHE WIRE MESH
ATTACHING TWO SILT FENCES
. EJjj
EJjj
.
\
APPROXIMATELY 8
INCHES OF FILTER
I FABRIC MAlERIAL
MUST EXTEND INTO
A TRENCH AND BE
ANCHORED ~TH
COMPACTED
BACKFILL MA TERI AL
~
PLACE THE END
POST OF THE
SECOND FENCE
INSIDE THE END
POST OF THE
FIRST FENCE
~-
ROTATE BOTH
POSTS AT LEAST
180 DEGREES IN
A a...OCK'MSE
DIRECTION TO
CREATE A l1GHT
SEAL WITH THE
FABRIC MATERIAL
DIREC110N OF RUNOFF WATERS
I I I
~-
DRIVE BOTH
POSTS ABOUT 10
INCHES INTO THE
GROUND AND
BURY FLAP
APPROXIMATE
4-INCH BY
4-INCH TRENCH
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
INSTALLING A FlL TER
FABRIC SILT FENCE
DRA'lNBY
"W
"""D> "
OCSI~BY
"'" 3
r
,
,
~
R/W
if.
I
4011'
2008'
2006'
Clean Out When Sediment
13 6~ Below Throot
Leave Out Block Temporarily,
Insert Tile With Wire Screen
And Grollel Filter
CROSS SECTION
PLAN VIEW
a' Mln
Circular Shape 15 Not Essential - Vary Shape To Fit
DraInage Area And Terreln Observe To Check Trap
Efficiency And Modify As Necessary To Insure
Satisfactory Trapping Of Sediment
Water Level During Storm
12'
T
Sediment Trap
Earth Berm
Splosh Pad and/or Stabilization
ReqUired If Pipe Empties Into
Other Than Body of Water
Overflow PIpe
t,4ln 2 1 Slide Slope
Stabilized Slope
CROSS SECTION
PLAN VIEW
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPAR1MENT
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
""
9/6/91,-
_.~
'"
1 of1
1lWRA\IlI.r
TLM
"""'''
""
10/18191,-
_.~
605
10f1
...
10/11194
..-
60'
TLM
-..
TEMPORARY EROSION
[ONTROL SEDIMENT
BASIN
TEMPORARY SEDIMENT
TRAP AT STORM
DRAIN INLET
R/W
R!W
32'
28'
12' "TRAVEL LANE
12' "TRAVEL LANE
I" "TYPE "S"
ASPHAL 11C CONCRE1E
6" CRUSH CONCRETE BASE MATERIAL
(LBR MIN - 100)
12- COMPACTED STABIUZED
SUBGRAOE (LBR MIN - 40)
CROSS SECTION "A"
SCALE 1"-30'
R/W
if.
I
80'
R/W
34'
26'
20'
12' "TRAVEL LANE
12' "TRAVEL LANE
I" "TYPE "5"
ASPHAL 11C CONCRE1E
8" CRUSH CONCRE1E BASE MA 1ERIAL
(LBR MIN = 100)
12" COMPAC1ED STABIUZED
SUBGRADE (LBR MIN, - 40)
CROSS SECTION
SCALE 1" =30'
"B"
R!W
I
if.
I
BO'
R/W
39'
41'
12' "TRAVEL LANE
12' "TRAVEL LANE
~
1" "NI'E "5"
ASPHALTIC CONCRETE
6" CRUSH CDNCRE1E BASE MA 1ERIAL
(LBR MIN. = 100)
12" COMPAC1ED STABIUZED
SUBGRAIlE (LBR MIN - 40)
CROSS SECTION "c"
SCALE 1 "=30'
12' "TRAVEL LANE
12' "TRAVEL LANE
27'
," "TYPE "5"
ASPHALTIC CONCRElE
6" CRUSH CONCRETE BASE MA 1ERIAL
(LBR MIN - 100)
12- COMPACTED STABILIZED
SUBGRADE (LBR MIN = 40)
CROSS SECTION "0"
SCALE "'=30'
i f
""'"
8 ollI
rti.l~ I
<;1$1
~ .~ t
~ IJ- l":a ~
~1lO 1;1
:if ~
~si dJi:'
i~
u
~~ IS
~g~i
~ ~~
~ ~~
e~ a
Q
'"
'"
""
e,
'"
"-
tl <
~ Q
.-
P:::
0 ~
~ ~ .-
P<.. <
E-<
P::: Pil
~ Pil Q
E-< Pil
~ E-<
.-
~ P::: rJ)
<
8 Pil
z ~
0 u
~ >=
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l) !
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>- >-
l) l)
'" '" "'
0 0 '"
'" '" :t:
"- "- '"
>-
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5:
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~
""
o
o
z
"
~~
Fi5
u z"
:> ~w
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>- z"
~ ffi~
8 fa"
~"
~ ~~
LL- ~~
b <~
Z ~z
~=>
DRAWN BY
CHECK BY
ORIGINAL DAlE
ALG
KEZ
01 23 03
SHEET
~ 1 OF 27/
riR\"'
~.-
RING - HALF PLAN
l.
3'"
D
..
;;;
~13"~
11"
Machined Surfacl
/
j
t
~
RING - SECTION
MInimum Weight 7" 232 lbs
9"2781bs
NOTES
1 Where roadway base IS 8" or thicker lJse 9" rmg,
all other cases 7" rmg IS permissible
2 Manufacturers model of storm ring and cover to
be approved by City Engmeer
3 Perforated (overs, when required shall be Similar
to solid covers
-r-r-r-
""
-...
~ /'\.,
L ::.~~ J
'\-../
'\. /
PLAN
0-1
"717 /
fji
t7---1
r/~
l~
PLAN ON PIPE
G.
Additional 14
RebClr As Shown
(Typ)
3'-0'
14 Rebar
6" OC
E'''',,",- /'
(T,,)~~~
XlA"'
~V1
/' -If I
Trans
(T)I) )
-/
~ C~(lmfcr Concrete
"
4-0"W1ng Qr
6'-0. Wing
4"~ 4~ )( JIB" Galvanized
~IAn91111rQn
.~...--'
"1 ThroQt Elel/ T ~~j
--1,
n-
-f.
-H I':~
""'"'- '
~'.DOW. ::t
'0 DC _
T" _
= :s;: i
~=m' =~ ~I
(T~) ~ l.41n =1 ~~
f ~ " . ~ - (T,,) I
I , N '. ',,,: ' ':]=::]
~R"b~Clr; ,,__
0.12- 0 C .......".nt Graut
Each Way
TYPICAL CROSS-SECTION
,
...
o
2
1P1Ch ;'e7~ j
1-1/4" 17
~ R IV -4
<v
ODD
S TOR
ODD 0
SEW E
?'
'"
Req~red
M ;0
o 0
R 0
o
Non Shld
Pattlrn
Alqulrld
o
ODD
OF L ~ 0
-
SOLID CQVER
.
"" '"
\~ ~
::!l.
r--- 11-3/4" -------j..l ~
~t
SOLID [oVER SECTION
Minimum Weight 118 lbs
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADt.lINISTRATION
ENGIIiEERING
~WNBY
""""""
'"
n>P ~~BY
STORM SEWER
MANHOLE COVER
_, C....
..- ....
I
-----, . ~1/2"
'..J_'~ ~ '_ I
f-- -
r_......., -1=1- =
: l0-~.~ r
"'12" O-ULW. J 10
IWO' OLIE.V,
10
I
~i
I
;
10
I
~
SECTION X-X
SECTION y-y
rl
t I I
-t: ~~:-
Channel to be made with
Pipe&. Mort;lr
"
Bmk&Mortar
NOTES
1 N~n traffiC Beilrlng
2 Champherall eKpo$ed edge$: 314'
3 All concrete tobe 3000 psi,
With fiber mesh remforcmg
PLAN ON PIPE G.
Detail of bottom C<lnstructlon
Gr~utflow channel
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADt.lINISTRATION
ENGIIiEERING
2 ./9/1)2 Rr<.Notel
, 12/21/2001 Chill", Ri1g . Note,
R.G ~'IlNBY
....c. CHfCKEDBY
APP llESIGIe IN
JUNCTION BOX
NON- TRAFFIC BEARING
"
Storm Access
Alng &: COVl!r
S.. Ind811 120.3
=
1 Non traffic bearmg
2 'M1en pipe dlCmeter exceeds 30", Inlets sholl not
be used os junction boxes, limit :3 pipes per Inlet
:3 Chamfer all exposed edges
4 All concrete sholl be 3,000 PSI, With fiber mesh
reInforcing
5 Center support sholl be used on double wIng Inlets
(See Detail B)
2'-8'Nm
"
'"
.
~
"
II II II
..._~14 Rebar
Wire~ToR~
RetainIng Nut_ ~ ~ 4~x 4~ /I J~. Gdyanl2ed
With Wosher StlMll AnI~hll Iron
\10" long x 1/Z- _
GalvanIzed Steel
Carrlo II Bolt, 2 0 C.
(T"
DETAIL "A"
\~
\ T".l ",..I
\
~ \'Olamferconc:rettl
10. Lonll II 1/2" III
.\ Golvanl:ted Steel:l~ 4-'x"" x 3/e" G<llvanlzed
Como e Bolt 2' 0 StMI Angle Iron
(Typ )
PLAN VIEW
10. Lang lC 1/2" " f-:;:;::
4"x 4- II J/B- GoIwnlzed GalvanlzlId Stlllll :)'
<;J Cllrrlage Belt 2' OC
~ M" lro" / ~""m'" """,,,10
_ _. 45 (T)!>)
I
FACE OF L10
Throat Elev 3 1/2"
Below Gutter Elev
~3ne~~t.{~t~fB~ t[;ed
AtPBMter o~ Inlet Throats
On Double Winn Inlets
#4 Rebar
~
'/O/'D.
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADt.lINISTRATlON
ENGIIiEERING
TYPE A STHLNOSro
\\!'INGINLETfOR
TYPEICURB
1 01/10/2002. OIonQIIRll'lgoll:N01a
'''"
~~BYI
....c. CHE'iNf1lY
APf' DOi~&'Y
~AtTermlnal
-- "anhole
~\,;~A'
/ ~I 'y//\
f
I
)
(
I
PLAN
Shallow 0'- 4'
I Standard 41'- 6'
Deep.s 1'- 10'
I Oeep 101'- 14'
""
3/00
UlDEXNQ.
'"
NOTES
1 All concrete to be 3000 pSI,
With fIber mesh reinforCing
NOTES
1 Storm Sewers and Manholes to be
centered In Junction Box unless
otherWise speCified In Plans
Z All Concrete to be 3000 PSI,
wl~h fiber mesh rell'lforcmg
:I Chamfer aU exposed ed<;le:s 3/4"
Sldlwalh or
~flr".nhcJl.eR,"gilnd(O'.r
Detalll, See Ind.. No. 103
Sod t
y
!I
.;~
I
..
~
iii
>
...---
~
'-- -
..
~
"iii
>
J
r) ~
Grout Line
A
2'-6"
3'-6"
3'-6"
3'-6"
B [
4' Max
6' Max
J' 10'
J' 14'
No 4 Bars. extra
araund apenlng
.n Top Slab
1-
I-
--
No 4 Bars, 12- Grid,
In Bottom Slab
I . . . .. . . . . . " l~
J L Poured'" [ant Bottom
Slab, 3000 PSI
""
3/01
INDEKNO
'"
1 . ,
SECTION A
-'ddltlooal 14-
Rebar AI Shown
(TW)
14 Rebar
6' ac
Ead1 W.Qt...
1'-<4-- (TW) "y
~ ~
I (T,,) 1 /' Y
Ch,m"~~ \
/'
4' O-Wlng or
6'-0' Wing
4'J{ 4" x J/8- GalYCIrJlzed
Sle. Angl. Iron
-;t<1 ""
..,.
~ ~
~
fo.D&; ~'
(l)?) _
=
a~:~~=~
~ ..--' N",
f=: ~
~I
It3l~
r~ -'
~ ~
~" !
~~-:I
'.' ,1=:3
D:~
INDEJ.No.
\ !lZ"'~'C
~oy
TYPICAL CROSS-SECTION
Cement Grout
A
"
2-B'hlln
.
h
Sill Ind.lx No 201
"'- j
i
II'-.-. Vari.ls
,-
Bottom Of '/ fl
Corbel '/
~
1--1-
co
.
~
SECTION A-A
D E
3'-6" 24" Max
4 30 Max
4' 48" Max
5' 48" Max
F
e"
e"
12"
12"
G
#3 at 12" EW
#5 at 10' EW
115 at 10' EW
#5 at 10" EW
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADt.lINIST~ATION
EIiGlliEERING
1 4/9/fJ2.
REV OA'l!:
~'IlNBY
R.G CH~~8Y
M'P ~~-fN
STORM SEWER
MANKOLEOETAIL
R....NoKa
",,,,,,,,,,
l4"f1 "In 1'- 8"
8" 4"/ iNo 411l1rs. '" Grid
n - In Top Slab.
:'j
A
~'1
--
..
,
..
"
E
A~
!If
~I~
~
PLAN
:. !
B" Brl'" WaUl
Poured 8" [ontrete Top SLab
No, 3 Bars. 11/" Cent....
In IU walls,
- 8" Brlch WaUl
~I
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS AOll4lNISTRATION
ENGINEERING
, 4/9/02
IRElft'llNBY
R.G CH~flY
M'P ~~IN
JUNCTION BOX
NON TRAFFIC TYPE
R...Nota
"""""'''
"
Storm Acces9
Ring &: Cover
Sere Indllll( 120J
=
1 Non traffic bearing
2 lNhen pipe diameter exceeds 30~, Inlets sholl not
be used os Junction boxes, limit 3 pipes per mlet
3 Chamfer 011 exposed edges
4 All concrete shall be 3,000 pSI, With fiber mesh
reinforCing
5 Center support sholl be used on double wing Inlets
(See Detail B)
/
'"
~
"
.~
~.. 'f~, ~~~efr~d;r{8~~lI
10- Long )( 1/2- . . On llouble Wlr. rnfet9
Colvanlnd St.!
Carriage Bolt 2' OC
Rebar
Chamfer Cenc.rltl
DET AIL "B"
4RII( .- )( 3/8" Calwm!:t<<:I
Steel An"le Iron
;;:.. /
r
45 (T)1))
FACE OF L10
I I
z 41'/02 R...Nota
, 01/10/200:2 OIa"{I. Rtlq dl Net.
CITY OF CLEARWATER, FLORIDA
PUaL.IC WORKS A.DMINISTRATION
EIiGINEERING
TYPE C STEEL NOSED
WING INLET FOR
VALLEY GUTTER CURB
~~BY
OESCRIPTla\I
Ac' CH~IIT
M'P llE9~1Y
r :~::~:~,o
I--- 221" -I &.
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.-
8 oll
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<ii!
IIi ti
...~ r
jba~
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-
~,-"RWAI~
gV'-C'-i'
CDCCC
CDDCCCC
)~ STORM ~( Q,
CCCCCCCCC
C C C C C C C ~ NON-PENETRATING
F C PI[K HOLE
(OR \0"
--------
[OVER PLAN
&.
II II II
..._~I4RebClr
~ W1reToR~
\~ Rot,'.,". N"I_U =--,', ,', 'I'. CoI~",,.d
W1thWalher ~ ~ St.elAnOlelron
Valley Gutter CIJrb Chomfer Concrote \10R Lang x 1/2' .
g~~on~~e~oTt:~' a C
\,OR Long II( 1/2-' \ (TW
~:~~!~e~07t~, 0 lL \ ~:et:~91~~:nCQIVanIZed DEl AIL "A"
(TW)
PLAN VIEW
r HOl"" I-L
~~~..
COVER SECTION
NOTES
""
3/01
IHDEXNO
'"
, .,
1 - LOAO RA TING TYPE M HEAVY DUTY
2 - TOTAL WEIGHT 195 LBS
3 - [OVER WEIGHT 105 LBS
t.......aa......
~
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V~D
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..
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PLAN VIEW
.l-
.
..............AllIlr-
1IIItIIa..........
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f'
".....trOL'ftrtbI
,.Atra.c.........
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FI=
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3/01
IHDE.No.
".
, .,
SECTION A A
,.
2'-6'N,n
-'ddltlonc! #4-
Rebor AI Shown
(Typ)
14 Rebar /.'l:
6- ac
Ead1~
".0' (T,,) A
1 (';',;:) r ~ I A( ~
I~ '\
.
Chamfer Concrete /
RING
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADt.lINISTRAT10N
ENGINEERING
u
~~ ~
I~~I
iStd~
~~~~
:~~ a
<
ill
'"
"-
&. /OG/VXl2Ch<lnq.Rm{l"cm.-
HO'IES 1 2 a J
""""''''
A.Co ~~BY
A.C. CH~8Y
APP ~~N:l1N
STORM SEWER
RING Il. COVER DETAIL
~~~
lNDElCNO
'"
1 .,
.IIIlm!
t Stonl....... ....... to be anl1Nd b junc:ta. bn
unIas 1d1t.... '1*1flId b pi....
~AIl.........htboJ.oaopsl,wllh__...........
J. AU ,tnl b8n IhIIl Mn 1 V4- 1I1n.... CD.... ......
athIrwI:IIi shnn 1ft. 11I11I1 bII hDaIcId ....lndlmcl.
Hartarrt....... ,hili" IIpp1d a at......, 24....
dIIMhrs It CII'WL an prKDt."..... ftelll'....,
be seared to .tMhn: ..U. br"" dowel bIN: II
1IlInIIlun"'d8welatp&atlldbtathlwtconc:Nte.tter
thlfteorlllb"pllcld.
.. a-r- III _... .,."
..;--
~[~ ~
, " :,''=]
Mil WIll,......
t;
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BRICK STACK (IF REQUIRED)
,
'"
'/O/'D.
""
CITY OF CLEARWATER, FLORIOA
PUBLIC WORKS ADt.lINISTRATION
[NGINEE~ING
JUNCTION BOX
TRAFFIC TYPE
POURED CONCRETE
~
~
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~
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~
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~'IlNBY
R.ll CH~flY
M'P IlE5IlNJllN
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IN~NO
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Z
~
ill
"
Storm Access
Ring & Cover
s.. IndllJl 120.3
/
llQIES.
1 Non traffiC bearing
2 When pipe diameter exceeds 30. Inlets sholl not
be used os }.mctlon boxes, limit :3 pIpes per mlet
3 Chamfer all exposed edges
-4 All concrete sholl be 3,000 pSI, With fiber mesh
reinforCing
5 Center support sholl be used on double wing Inlets
(See Detail B)
>-
<It
'"
~
"
II II II
.,_~"R""
WireToR~
Aetolnlng Nut___ U =-- 4~. 4- K J/!3- CQlvcmlted
With Wa.her D ~ Stlltlt Angl. Iron
\. 10- Lmg x 1/2" .
\ ~~~~;1J~e~ a c.
",,'
DETAIL 'A"
z
o
F
"-
~
"
'"
\~.+..
~ _ORWlng or
8'-0. WIng
~\Ct10m1'erconc:rete
10" Long )[ 1/2- .
~\ GalvanIzed Steel 4-. 4- )[ 3/8~ GalYCIf'1lzed
Can1a e Bol 2' 0 C Steel Angle Iron
(TW)
PLAN VIEW
4-)[ .- )[ 3/8- Calftlnlud
Steel An Ie Iron
D:~
INDEKNO
~
"\ 7' ~
A,"".,,,~ -l-~Le:z: .,; '13
Throat Elev .J 0. ~'~
t., .
f-- ,
fo-DO'r/'~ nl-.
~ I- r-
~ ~ ~
~~*t~ ~~
T,,) f~:XC)l t= (T,,) ~I
I. : .-r '. ",., 'i==3
,~;~ut
TYPICAL CROSS-SECTION
4Rx .R It 3jBR Co!\lDTJ12ed
St...1 An II Iron
,:1--
. . ~~c6 epRllr~o."8~ ~~ed
"'. ~AtP.~lIr~rlnllltThroatB
On DOuble WIn Inlels
10- Long )( 1/2" ..
Gafvanfzed Steel
Corrlage Bolt, 2 0 C ~
ChamfllrCOntnltlll~r
45 (TW) DETAIL "8'
o
~
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F b
U %Q
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I
I
FACE OF LID
2 .1'/02. Rn.NoKa
, 01/10/2002 OlanIlRlt,gaNo_
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADt.llNISTRATION
ENGINEER!NG
TYPE E STEEL NOSED
WING INLET FOR
rm:~BY
o:~
IN~NO
A.c. ctiE~1IT
M'P 1lE5I~1N
DRAYtN BY
CHECK BY
ORIGINAL DAlE~
ALG
KEZ
01 23 03
SHEET
~ ~ OF 21
-'- #3 Dowol 10" 0 C
~ :J Cold JOint I" Brl'k Hasonry
"'-1216".11" Undordraln
'-- Trim flush stub 0 AlIlnlots
to willi
/ See Ind.. No 203
Undtrdraln alignment adjusted X r / ,/ Addl~Jonal." IS wwn
with 1/16 bonds not 90" .1Is r' -1
n-<.. "" / / '{ I ...
~, d....~:~ I
~ <::'i ~~
/ J
~ /"- 1/"- TIo
FL L FL ,-
::~ _ .J
s:
,.
14'00"
#4-~" O.C IE W
"
Hln - 1"- 2~ir - I"
-
FL
Cold Joint
I
J
J
I-'-
r----~
SECTION Y - Y
y
I
R H - L H OR DOUBLE WING INLET
~
~
SECTION A A
12" I. 24"
r1'OO"
~Hln Throat 5"
#3 OowollO" 0 C
~ r- 2'-8" I j
',~ ~t 1 I
~--.J = ;1 c
./t:= ,r~lnf"'= j ~
4'1 ~~= J
. -.. .. lID
~
FL.
#4-12" 0 ClE.W
LComont Grout t
Flaw Line
SECTION X-X
#4 R.bar
~
Concrete filled 4- p v c
'" support post to be used
at center af Inlet throats
on double wing Inlets
DET AIL A
y
I
NOTES
1 Non traffic bearing
2 Whlnplpedlametll!rex(eed$30~ inlets
5hallnctbeusediU)Unctll:>nboxes
lillllt three plpn per Inlllt
3 [hamfer all exposed edges
4 Allcf)ncreh3000 pSI with fiber mesh
reinforcing
S [In~'r suppDr~ shall b. und I:n
double wing Inlets (See Detail Al
CITY or CLEARWATER, FLORIOA
PUBLlC WORKS AOhllNISTRATION
ENGINEERING
2 1,/t/02 R...NDtall
1 01/10/2002 CIIcr..;I.~\I"Not..
!lEV OA1E ll(SCR!Pl1ON
R.G ~'MlBY
....c. Q1~~~8T
APP I~JG/EI)BY
TYPE F WING INLET FOR
STRAIGHT CURB
""
]/0.
_In~OExNo
.,
, .,
I
I
n~ 6" U D
4'-4" J
I I
I~
3'-4"
I
~_ _2_1/4" _
~I ~L 3'0"
D welr~
'I
in
AlumInum $klmmer-
COI1crete Pad
Under Skimmer
--
L8"
PLAN VIEW
I I ~
(Outfall Pipe
~/4" 15" Minimum
'"
I
""
IJ
N ~
B"
!=.
TYPE E
Straight Bars 2" x 3/16"
Retlcullne Bars 1-1/4" x 3/16"
Bands 1-1/2~ x 1/4"
Approx Weight 215 Lbs
\0
5-3/4"-p.,1
t Steel-"
-b Grate
l' I-,.- CI
Water Quantity
Weir
! Aluminum Skimmer
Water Quality
Pond Bottom
Lo",
& NOTES
1 Fastensklmmerw,th4stll,nleu
ilul hulti 'WI lead 2nchcrs
2 Sul2lLedguefiklmmerat
cl)ntactpclnts....lthstruc:ture..lth
waterprCgfC2Ulhlngcrilpprcyedequill
\
.~
'- Outfall Pipe
15" MInimum
B~/ L#4 Bars
Pad C 12" Ctrs
4" MIn Install 6" (Mln)
Grovel Bedding
,m
li/OO
INOEXNO
I---1L-
,,, ,
CROSS SECTION
FOOT TYPE E INLET (Modified)
DYlrlap flltlr mat.rlll1."
acro.. top of aggregate.
J..
'~X~~~
',y." <,,";;~;.~
"~
Perimeter of aggregate
,
,
.
Filter aggregate for underdrafnl Ihlll be al
spoclfled In tho FOOT Standard Soedfl,atlons
Section 901 - (ourse AOGreGate. and Ihall
b. .Ith.r #, or #57 If #57 Is us.d.lt mu.t
be wnhad and screened to remove flnel
The aggreglte may be stone. Illg. or
crushed gravel
Solid plpo Iw/o ""rtoraNons/1s to
be used under drlvlI and roadways.
with ,ompacted ba,kflll
t;\ /tD./2OO1
CITY OF CLEARW....TER. FLORIDA
PUBUC WORKS ADhllNISTRATION
ENGINEERING
RtDftA'lIIN BY STORt1SEWER
O,f=l)8T OUTFAll (ONTROl
....c. HOo. STRUCTURE
APP DESl"tP B'1 WI UNDER DRAIN
Addodnotee
OESCRIPTION
'\ 1~.----1!
1._ \ 1. _11. I ~
\ ' ~~~<<<~y/ :~
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:5
... ~
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>
TYPICAL SECTION
CITY OF CLEARWATER. FLORIDA
PUBliC WORKS ADli4INISTRATION
ENGINEERING
UNDERDRAIN
DETAil
BACK OF CURB
RroRAWNBY
"0
Q1rmBT
0<0..
MOO
,m
3/00
IICOEXNO
m
:L
T "
<."l {' .'
~.:;;IAml","" 1"-"
''"'''':'''k ~o=
nypl _
- - ~..
~== ==,
f." .',,' .. ',.:~ ,.",".l-:r
~"' .."\'.,. , ,'l~
5-3/4" r;Eye Bolts Per
. - ,,~ FOOT Index 201
J I Top of Bank
3' 0" " ..A"
cf-l--n2"
1
Ii
I
( L
Pr_ And CnIl" Sa Indn ND. 20
~ .".....11_
./
~.=
~ /
m ---,
A
I
.J
~
m ---.J
PLAN VIEW
I B'
I
Open Thrl)i1t t"'
Bctl'lSldes _J
#]Oc....els ~
~~
(r- ,,,,'Flow
( -~--
-,
[./.. "" :'." ,~.."
Z ~B~ Mln
0"
I
-::u.m.
-:: L BaHam Of Swa[1!
" "A"/~ r/-
Ol!pthE
Shallcw 0 ~4
S~andard 4 1 ~6'
Deep 61'-14'
~
n
" ,,,:,:J
"
2 4/9/02
1 1!10/fYl
*S Bars; 10~ 0 (
SECTION A A
a........ 1ftl<;I. N_
l)[SCRII1l0N
'I
12" I 24" J.
4'-4"
.I
I
1\0
1/4") _
3'-0-
(Outfall Pipe
= ~/4" 15" Mlnlmum
~
o
"'
Aluminum Sklmmer- "" ~
'b Weir -----------..
Slot 0, ~ f-- ~ B"
V-Notch I-- ---=:L ro-
Concrete Pod -
Under Skimmer
1+-2
I 6
~
I
..
8"
\0
Water QuantIty
PLAN VIEW
5-3/4"_ I.
~ 5teel-........
Jl~rate
.." 2" CI
.1
I ~!
1 nt'
/ 8"/ L#4 Bo,"
BaSin L Cc @ 12" Ctrs
SIde Slope ~~n~lnPad Install 6" (MIn )
4 1 (Typ) Gravel Bedding
11 I
.,.
(Outfall PJpe
15" Minimum
& NOTES
1 Fastens.h1mlller....lth4stamlen
shl!lbcllts../leadilnchlll's
2 Seallllledgesefsklmllll!rilt
(~ntactpolnh with struttur! with
..aterpregrcaulkln9araplJrevede~1
~
DeSign High Water level ~
Top of Bank
~~board Grote
Weir
I : Water Quality Slot Or V-Notch
, Aluminum Skimmer
LNormal Water level
Pond Bottom
CROSS SECTION
FOOT TYPE E INLET (Modified)
',&Ol/OII/2l1ln
II!V DAlE
Overlap filter mat.rlal 11"
across top of aggregate.
8M A:Z-B" Mht
."'nl!n IPeuu
I$.Z.B"
A:PlpeOD
Amll)u:s Z
-
J
w
SECTION B-B
F
B'
B"
""
!JQill.
1 Non traffic bClatlng
Z Chamfer all e.pgsl!dt:dl}es; 3/4"
3 All concrlte 3,000 pSI 'WIth
fiber II1l!sl'l rf'mfortlng
CITY OF CLEARWATER. fLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
Roll Raf.'~BYI
A.c. Q1~BY
N'P IlESIM~lIYr-
OPEN THROAT
INLETL
I~
'"
"
in 2 ~
.:::::.. 0;:;-
.... ~ 0
7 j ~ -0
':q. N ~ a::
TYPE E
Straight Bars 2- x 3/16'
RetlcuHne Bars 1-1/4" x 3/16-
Bonds 1-1/2" x 1/4"
Approx WeIght 215 Lbs
Inlet Wall
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
STORM SEWER
OUTFAll CONTROL
STRUCTURE
WI SLOT OR V-NOTCH
REDRA'MlBY
Neya
A.C. Q1E~o.BT
APP DESI~B'1
! i
'Y/~Y<<'0)v/~
",","~~
~
~
\ Backfill tr.n,h with 111m
iL" perylOU~matorlal
\ J. ,. 'ZZ~<0'~Y/
VajlOS ~,y>,-
/..<:
~
/"
?> -Filter aggr.gat. for undordrains shall III n
r 'speclfl.d In the FOOT Standard Saocltl,atlons.
SedloR 901- (aurH Armr.aat. and shall
be either #6 or #57 If #57 I. u.ed, It must
be 'tfllhed and screened to remoft ftnn
Th. aggregate may III .ton., slag, or
crushed gravel
Perimeter of aggregate
to be fully wrlpped with
Non Oovra1ltnv Flborous
Filter Type Hlterlalll
Olro,tod by Engln..r,
Hlrafl140 N or approved equal
o 00 1 o~eooo
000 0 0 0
oc~O 12' ~~
0000 00000
0':10000 cO 0
~';;>~Offie, ':,o~o:
" ' 6"
, -.+- -
/.' 'be I 0 ~ 0 K-
- 00000 ~
/ (J>:&O;;-r;" OO:~ ^
% ,'" 0 oji'o 00/. ~
~>:~;>0Y~>>~~"
Unless otherwise noted,
underdraln pipe shill be 8- mln
diameter PVC with perforations
dawn - S.. Technical SpeCifications
for detaR.
TYPICAL SUBDRAIN SECTION
NON-ROADWAY
"""""'"
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADt,IllNISTRATION
ENGINEERING
UNDERDRAIN
DETAIL
NON-ROADWAY
REOAA'MlBY
&Vol.
"''m''
N'f' llESlm.BY
3'-4"
CO",~Od In,toll 6" (M" )
8asm 4" Mln
Side Slape Grovel Bedding
41 (T",)
CROSS SECTION
FDOT TYPE E INLET (Modified)
~[
~OOOV vo. '~o~o oVo~VVoU ()Oo
oo~o 0 000
Lmo tr.nch and 'O'er aggr.gato 0 0 0 ~,o 0 0
with unwo..n flltor fabrl" . 0 0 0
CHlrafll40-N or equal / 0"' 0 0 45'
':.".10 0 '"'........ 6" P Y C Undordraln
1/2" HI Flit I 18" ~ A,S,T,H,-3D33 Or
n er I As Approved By
Aggregate City Engineer
& NOTES
1 Fasten s.Iollllmlr"lth 4st~mless;
steel bolls w/le2dilnchers
2 Sl!iIl1211l!dgesofsklmmerat
(cntactpolnh'Wlthstructure.....th
wilterlJroorcaulhmgeraplJreved
.qu~l
AlumInum
SkImmer -
Onfice -
Concrete Pad
Under Skimmer
DeSign High Water leve,1 ~
Top of Bank
~~board
Water Quantity
Water Quality
WeIr
Orlf1ce--.....
Aluminum Skimmer
Normal Woter Level
Pond Bottom
""
""
INOEXNO
"'-
''''
-I
A
!
(
6" Undordraln
I
\
'"
o
o
"'
B B
LU
Outfall Structure /
DETENTION POND
NTS
I
~
12'
Hax
I 12" I
I
I
24"
I
1\0
_2-1/4" I. - _
3' 0"
~
~
o WeIr ~
'I 1-0==
in V
../' :-.'- B"
-" ". r-
PLAN VIEW
5-3/4" ~ I_ 3'-0"
t Ste.'-"
...b Grate
l' I-,.- CI
Grote
~j
- ;tTt'
B"./ L '4 1 ~~r~trs
A
1
24
Max.
J_
~
~ Underdraln
"
li/QO
INOE~
,,, 1
SECTION A-A
NTS
~ 0 00 1 O~Oc,oO
000 000
tobl!fuUywrappedwlth ' go~(J 12- ;'00000
Nan Dlgrading flberoul
FllterTypeMaterJalal OgO (Joo 00000
Directed by Engineer. O~o ~ 00000 Q
Hlrafl140 N or approvod equal ~';;> 00 OffiijO "0000
.' 6" _.+._ 6"
~ 'b I 00,
~ ~:~~~'oo~o ~ -
1:1 0 0 ~ ~ Unlels otherwise noted.
',,) ;:Q,~'<(,(Y<<,<{/0~ ' underdr..n pipe .hall be r
~" '.....""->'>> '" diameter PVC with perforations
down - 500 Te,hnl,al Spoelficatlon.
for details
[onc
C td Orlvo~^
ompB'ac~fdl 1'" 1 '\' -
\.
o og. oOC>oo....%Qo~~~1
'b~ob~o'i;'l.db~:i
^... m
o O~jO
000 o.:p.<>oo~ 0
e"oi'~o-o"'~"!1
\ A-
"- Aggregate Flit.,.
IS.. Notel.
Saini PYC p,
TYPICAL SECTION
B-
-16" 1 1 "- ~.. Constru,lIon
. r O.tall 205 1 of 3
I
l\:P.eoo~' o'
loooo~""
I~; ;goJ';'; ~
0"0 ~oo"""'.
'""I'" f-
B
End Aggregat.
FIII.r -
Construction -------.....
Joint. "'-
Conc
Dr lYe
~ ~ P.rforltld
--- I", I~ I PYC Plpo
"Mh. ~
5t~~~y~~/.r
~
PLAN VIEW
,m
3100
INOEXNO
",
,,,,
NOTE Saw Cut Drive If Nearest COf1st
JOint Over 7 from Back of Curb
_m
PIpe
~ Aggrogate Filter
ISoo Notel.
4-'_4M
.I
I'
3' 4"
! I
""'"
8 .-s
~~ I
<~i l
~ .~ t
~t J ]ggi3&
~ PO ~ J~~
jb~~
!~
~~
'I
_~/4"
Outfall Plpe
15- MJnlmum
'"
"
1~
w ('oj "-
'- 0 l"".I
J ~:
I Jt ~ "tl
':q. ~ f:j ~
~
c
"'
'"
I
..
EW
8"
f'
TYPE E
-.,
Straight Bars 2N x 3/16-
RetJcullne Bors 1-1/4- x 3/16"
Bands 1-1/2" x 1/4"
Approx Weight 215 lbs
Eye Bolts Per
FOOT Index 201
~-3/4~
.jll
+- n 2" Inlet Wall ~ p V C Pipe
1 ~;Outfoll Pipe -..'-f{r-6" "{:o:. Bend
J.- 15- MInimum c::=:
T r-J OnCe. Opening
t r-- ~ ~~n~"Pod
ORIFICE DETAIL
Top of Bank
u
~2S ~
II~I
~ ~~
~~ ~i
~~ ~ a
~ ~
"-
'"
'"
"-
1&
'"
CITY Of CLEARWATER, FLORIDA
PUBLIC WORKS ADli4INISTRATION
ENGINEERING
STORt1SEWER
OUTFALL CONTROL
STRUCTURE
W/ORIFI(E
REOM'Ml BY
Neyo
""
li/OO
INtlEXNO
",
,,, ,
1/DQ/2OO1
""
ACo Q1~o.BY
APP DESI~B'1
Sand Grown S.d
\/r
Backfill With Clean Sand
-\ \//'-
,
-
12'
Ha.
I
~
~
~
~
~
~
Jj g
na ~
~
'"
"-
~
i
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o
~
o
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r:c...
SECTION B-B
IUS
rn
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0::
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CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
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APP OC:~B'1
UNDERDRAIN DETAil FOR
DRY DETENTION AREAS
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rlNOEXNO
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6" Conc Drive ---.....
//// // / //
~ ~mpact.d Ba,kflll
Vir es __ ~ T~llnch
Undlsturb.d r.:t'Jl
50,1 ~~
I" Dla. Solid PYC
-'w Plpo, ASTH 3G34,
Hlnlmum SOR 35
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SECTION A-A
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II Filter agg~gate for underdralns lhall be al
specified In the FOOT Standard $Declflcatlons
Section 901 - (ourse AGQreGlte. and shall
b. olthor #6 or #57 If 157 Is used, It must
bll washed and Icreened to remove flnn
The aggregate may be stone, IlllJ. or
crushed gravel
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C1TY o;gTER. FLORIDA
PUBLIC li4INISTRATlON
REIl!f'~DBY D,~~
Q1!acm 8T AT lNOEll NlJ
R F G DRIVEWAYS 220
APP OESIffiB'1 1 Of" 1
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a::: LU~
I- za
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Z ~21
88"
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ORA"" BY I ALG
CHECK BY KEZ
ORIGINAL DAlE~ 01 23 03
SHEET
4J ~ OF 21
r
UNDERDRAIN
CLEANOUT DET AIL
I~
nts
'71fBrass C1eanaut Plug
~'5f
,~<'Y
Th Concrete Pad 4"
ICkxl-6"Sq
-j)
6"" ar B'-liS Bend
;l~g If at Terminal
n of System
~
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6 or S"" PVC Underdraln
FlO~
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II
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low End
6"" ar S"" PVC Wye
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_ CITY OF ClEA
~BLlC WORKr.~TJI~lsnORIO' -
~""l'~'" I ENGINEERING TRAnON
----l~rQ8YL U~TANDAR~"
"POI" DE5IGtlED7-I- DERORAIN 3fQg
G CLEAN OUT INllFfiHO.
ISTORM)~1rE"
~
(ll!anouh to Fare Upstream
~
Pipe
~~~.r.~ . .v*-
,,~~
WI"IjI
- J::l
Un.
Pipe
~E JOINT T&.G
NOTES
1 Jom pipe with standa d
r JOint
2 Trim bituminous
(Ram Neck or sealer flush to pIpe
equivalent as approved b
3 Overlap f,lter f b Y C,ty Engineer I
(Mlrafl140N or eaq~l~a~:ntthe spring hne of pipe
as approved by City Engmeer I
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I--J-I-- -+--1 CITY OF C
H-+-- I PUBLIC Wo'R"~s""~ATER, nORIO. -
:,:.::." "', ' _ ~ ~~!~~.OO"_
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" ".h,,,p'"'''' cc -~
:;t~:~~Ib\"p-"PP~ ;~' ,----',,',,' '823/4'1 \" ':::.1 '"';6 I,f\ nn ~
+ ;" ;'111- AOP''''' 1 . '.' ..... ,"I:' ~l j"T...... ..g &o/cap dowel "'--;--5
~"" , .' "".....""_ m .... . .~~ .. 10 .~. :,...... ~
T . _~rl ~ . ~
" '., ~I ." :1' 1"r If .. /' WAX YRTLE
""," ,.... ,,:;ill ----j ,u " "''"'''" . I I'l .;: '-L...
Ivi:!r~tIHIl'I.I~. ELEV~T10N ~k coGtI T . :::<1
.IiJ,.--J--J IllI :::-;;:, 3" 2 1/2' Clear (T ) '" . ~
" ..".,. ~ ...,....... .. ~ ~' ""D] w .. ~
NOTE T..E1m'oo t::.J"",,','m',,' (OO""h":h:~" .L -~'. "J-. ;:
~ Rlp~rop used n ~ Sp",'''' by Eo" C
e M H W IS 1 ft wn en X 8' 10].12' IT ~ . i '
, "I" 000< ,.." ",. ,. ,. "." ,,,,,. ",.~." ! -1 ::::1 #6 Rebar
j . ",,",,' ,., ,Tn, , ' ,. .", .. I ';' 'I' .1'
, :;,:~~" 'W'" ,~, I' """,, I' . ~ . I 1 ,r-t
_I. 4B o<:~' t~~S1des I 'IJ~~::'~":;' .. ~~":I:
. ~ ... . . . . . ,_ 'oW, ~~::, " ~ ' ':... J. I"" LU li'
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, n?'..i{ ,1 ."'00"'. '. -I 1(401JJ; ~~n ,~,: :;' '-' 'T' .,. ~
. _ "".",.m w, '0'" 0 "'"'''' N" -=""'L 1-'1" '" ' w< [:mJ
~ f"'" "''''' ~ ,,",,,:::,1 ''"',.-0_ " . . · F==~' "w'" "'-,
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",.;""""'''''' 00 ".. ..,. 1 "' 00", ."" 'L
i l!N ' ''''" ;:~.!':"~~;~' U on" L ~, I 0"""
~ ~."",.,," ''" ,,, ~ ----1=1"n" ",,,.~
, 00. 01' ~;::,-; , """ "',mo",,, ----+- '""~ .illtl'l.... M.. - "'''"'' ,"m
=:J~..' 4/8/02 _I ~""'lT ~EE~~~~ISTRAnON N TS
. - -- ~ - '""....
. _~ ..: I '""'''' ":;:;,,.. I - I
~ ll~ ClEAf!WATERHARBOR ~~~lI.
lTA~,:1
-
Fitter fabrIC Mlraf.ll,O
~
01
Wlre....raPfIUerfabr/
pipe 0
I L....:
4
115-18' --l
~A
s==r~ _HWL
1 L-- A.J
6
1L.:
2
!~ --
NOTES
1 ENGINEER WILL FIE
2 DISPOSE OF SU LO LOCA TE DRAIN
RPLUS EXC
AS DIRECTED BY E AVA TED MATERIAL
NGINEER
"
LT
-H CITY OF' C
PUBLIC WO~E::'1ATER. FLORIDA
-I ""'::~ "'I ~~ISTRAnON
-+ '" 1:';;; ~ fREN(H DRAIN I .t:
._"'l:',NO.
''''
1
~
\
I-:~'~ 4 Thl(k(
With 2 matncrete collar
. . .." .,,; ., .. .. ....""
." ;
~
}-Place 0 I bell In
RCP bell when
feasible
RCP
I
~;ee wrap fllrer fabriC to
.---J~
-" .
Hydraulic cement
annular space at l~:~~odr ~~~~~Iter of
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T - CITY OF ClE
--J---,==PUBLlC WOR~:'l~TJ,R. FlORID. -
REIJtl,.e:: It ENGtNEERIN~ISTRATION
"""''''' -f-;;;-i~'" ~ wcn", IRON TO""Rci>PiP[ ~
R.n.t 8Y CONNEcnoo =-- ~
"",,:1/ ~.
L1TTDRAl
SHELF ~ h
......
c.t t
SDD
'r
1lllill
t L\::,II ....11 ond upia'"
2. Gulf wept.ted per dtJ Il'HI to
.u Itrudln shall f!qUlrmenta.
ll6 drUI with lrMrh lncorporv.
nDI"'ftIl mil" en no 10Wl' thin
shin be .It.t hi .tiDn. o..-flav
1 ~ter _....tlon. gh water elnlffon
gItI t. width ,ello 01
IINIl b, DO !rim pond
.. fuopt_ to thl ,thin )1
=t:=lla;:=~
, caM ~sll ani, .
CROSS SECTION
LAKE/POND
NTS
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1 ~ITY OF ClE.
1 PUBLIC WORKSR~~TER. FLORIDA
Dr ENGINEER~~~ISTRATlON
I "'I-- w
J A~~ --1-- _R,~DETENTlONI
. ~NTION?OND
I
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_ Filte' lMirafl
Equall Mate,lal Cap or
Seturl to End of PIp.
I 1/r PVC
W..p Pipe
Slope
Down
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*~ ,:':. 4"
'/\.V' '.'. ~
~. Relnlordng6",6" 10/10
.~.. Welded V"'I Mesh
"H;, ~ ~.:-"":" ",~elnlorc.d Gunlt. L1nl"1l
11/2" DIa Weep Holes ~
TJp. -S.. Dotall ~~
~~"
0"1"-! '
,)%. :yj0,:::-'Y
y; , ~~/
<<,.:,. .?/)'/;/'
. ,,-:,' "/.,,
~
Toe Wall At T
& Sid.. APpro": 12" Deep
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_WEEP PIPE DETAIL
T..-Apro. 12".1." De.p
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TYPICAL SECTION
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-l CITY OF elf.
~C WORK:'l"TER. ~
1~~Bl' C ENG1NEE~~~~ISTRAnON
0lECmI81'~ PRESSUREC ~
~ PROTmON(SlOP~
~ 'ONOETAL -i1ND1H""
., I rI'.L
~... :;"!. y.' ",'l ~,. :\ :.; .. ..:11 ':.r:>
~
10"
M..
CompadedFlll
&Sod
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",:,"'tT<.1 I 1111111
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T "~
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...1 -...ol C1eOlr
_L '.. '. 12-
1 II.}tlI.Bar,~
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(C3:I\ ;I'~
~J '18]
ANCHOR ~" - f t " I
DETA~ Y ~
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S~e: plan for
Elev ~
1[\'.
X - J-!:
J 118 AnthorRod
1:::::;:= ""'" 10 0 ( ...-/
= _ -=-= Fdttr X AI Each J
1-+__1 pfrDttOlTI omt
1-=1 I' /'
, fi'!r'T
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'.1 ___ 3 Y----lill
X ~~~ ;;== J
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S'~ llX!3' 4' s'T6'l ,,,h,'
[I.. -.1 Y 1 8 10' 12"ti(;i Coo, .':C~:::;hl:~"
Speufltd by E09r
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--.!oNCHOR ROO DET AIL
II.HII. Bar
Continuous
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~ 9 ~
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II T II rr~
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1I1K -iII
#8 Anchor Rod wI
2Co.a'sBlIUrlaslIC
100n(tnttr(Typ!
NOTE
Ailcormt
at 28 dayt c~/tO ~~th3 fS~O pSI
llIeshre,nfDre,ng er
i CITY OF CLE
PUBLIC WOR:SRWATER, FLORIDA 1
REDAA...~GINE~~~~~ISTRATION
~ RETAINiNGWALLSY
....w.u.~lY""I~
APPDESt:HtD81'Cha~
NOT FOR GULF BEACH USE , :: 1 i
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!:AWN BY I ALG fD:;l
CHECK BY 1" ~
ORIGINAl... DA."fEJ 01 23 03
SHEET -
D"~
S/GG
IND}\,NO.
,~
2(0) OF 21
......!
R~
.. ..-
RING - HALF PLAN
N
l5
3'"
~23" ==;1
21"
Mact\lnd SUfflte
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RING - SECTION
Hlnlmum Weight 7" 232 lb.
9" 278 lb.
NOTES
1 Where roadway base IS 8' or thicker use 9 ring,
illl other cose:s 7" ring IS permissible
2 Manufacturers model of storm ring and cover to
be approved by City Engmeer
t
-C-- At Terminal
,~~
~~'
1"-
~v-
PLAN
I Shallow 0 - 4'
I Standard 41'- 6'
1 Deep 61" - 10'
I Deep 10 1"-14'
A
2'-'"
3'-'"
3'-'"
3'-'"
=.I-
1 Allconcr,t,tobI3g00pstlo'lfhflbumuh
reinforCing
2 P V ( pip. entry rlqulrn nimtlol. id~h:r coupLlIIg
byRo (ll1Itrallnc or.ppto"'ed'llaterstop[ouplln~3 Maf'lhclesshall
have I water pt"oof BltUllllnous (oiltlng
ontheexterlOf'mhwor KOPlltrs b1tul1Il$tlCbliKk
soluhon300M orProcoEP.214
rvr-
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II
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,
,
~
--~~
A. Roqulrell
PLAN
1!Qlli.
LlrnphcllushallhlulIwlhrprllllf
bllullIlnouscoatlngQflUlIlXtlrlof
KOPll,rs BltumuhcBlack 300M or
ProcoEP-Z14
Plug to bit, plastIC with ~O. rIng lit
V( wlth.O"rlng
PVe. ~1P. ~J'ltr,r.lIUlrn trinslt.
jO~J'l~~;,r::~~m:r a::~:t':;~r~~.d
wlt~r ~top coupling
..,
i
Square Bottom
Permlttell
B ( D
4' H.. 3'-'"
,. H.. 4'
7' 10' 4'
7' 14' 5'
1Plch~e7~_ I
1-114" 17
~~w~
<vi'- -'1/,
000 <"
~0A NIT A R Y ;xl
puDDDDDD )
J~SEWERO
Reqtlred ..c---' 0 0 0 0 0
Dr:- L f'O
Nan Sldd
Pattern
Required
SOLID [OVER
j
~:...
r--- 22-3/4" -j--.ll;
~I
...
C>
...
SOLID [OVER SECTION
Hlnlmum W.lght 121lbs
. -
... ...
CITY OF CLEARWATER FLORIDA
ENGINEERING DEPARTMENT
~" .'Af'
~_ SANITARYSE....fR __
'oI1.s, MANHOLE COVER ~1
:a- 1.2
..........1'
-
...
...
2' Jolnl In
Pipe Entr,
T,plcal
See Index No 101
I "-
varl~s7ff ~
r ~::::;::ment
:c Plaster
po Bottom 0'
L t Corbel
.~ ~~:'l~
~- ! ~ ~
V///.( t*ll5 It A :
'--1 l77//h~ J_ N ... " ,,0.:
. ~
"'-- "G"
SECTION A-A
Crown of drop pipe
shall match crown
of outfall pipe for
\ outfaU pip.. of 10"
\or larger
E
24" H..
30" H..
3'" Hu
1'- Hax
F G
8" 03 at 12" EW
8" 05at10"EW
12" 05 .t 10" E W
12" 05 at 10" EW
I 4/1j'(J1
... ...
CITY OF CLEARWATER FLORIDA
ENGINEERING DEPARTMENT
~- I BRICK MASONRY J:'t'
~. MANHOLE DETAIL __
~. S~~I;~~; ~~~:R 130; 3
R'
..
'" When roadwa' bu. I. 8"
7" When ,oadwa, ba.e I. '" .
all ather calel
I 1<:
So..re Bottom
hrmlthd
l'-O"
I 5ee Index No 30'
,/'
i
\oill I r.:. (Ia. 8rlch
-, r/ ~ / Huon.r,
8" [/ /~
-"--v:; I- // 112" C,...nt
Cem.nt Groul V/ // / Pla.ter
81 required VV .~, /
V:: _/1-
rstub ~ I t!j ~
FI n -,'"- I
~,
ISee Not.1 '\.\ -,
"- 0 3 :Od. fill 12"
!
,- Concrete Bale
4'-0"
SECTION A-A
CITY OF CLEARWATER, flORIDA
ENGINEERING DEPARTMENT
~ IV:fflS
_" SANITARY SEWER __
'oI.l.s, LAMP HOLE DETAIL L 303
.. ~If 1..1
Lr--- 95/8"-j
~/////~
~ Varin
I
IF '::::: ==i ~
~~~
" ~u:,~ ~
R~
~..-
1Plch~' 7~ I
1-114" 17
~RW-'1~
<v ODD /' \\
'J <"
j ()SANITARYOU;J
00000 0 ':J
.-a-SEWERo [
Roqulred?- ~O _ 0 0 0 _ oJ
~~/
-
Nan Shld
Pattern
Required
RING - HALF PLAN
:...
C>
~
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,
3'"
~ 23" ==;1
21"
Hachlned Surface
/
SOLID [OVER
j
...
'N
r--- 22-3/4" -j-.ll;
~I
L
...
C>
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RING - SECTION
Hlnlmum Weloht 7" 232 lb.
9" 278 lb.
SOLID [OVER SECTION
Mimmum Weight 121 Ibs
NOTES
1 Where roadway base IS 8" or thicker use 9" rrng,
all other case':i 7" rrng IS permissible
2 Manufacturers model of storm rrng and cover to
be approved by CIty Engineer
CITY OF CLEARWATER FLORIDA
ENGINEERING DEPARTMENT
~R .~
, ..... ........11 ..... ~- ~~~~;tE\~~~~R ~
_ IIlI ...... .. =-- 1 .. 2
~ Seelnde. No 301
3' /
I~~ ~I~._._
Approyed blrrel joint lealllre -O-Rlngs-. ~ ~ ~ Concentric cone (FLit co.er
and "Ram-N.ch.". $ ~. on .hollow manhol.. 0' to
Two contlnuou. rlngs.t.U joint. W ~ 4' depthl
, II 8" 8rlch - Sle.1 reinforcement
~~ fiT'
~: -f_:
~ .
~--t'
~' ~
r~AA~
· Jo
Poured Encasement : '" ; .. m I
,
-
- 5- min. wall thlthnns
type II add resistant
cement 4000 p Il
~ Grout fill openmg With
/", non-shrink mortar
4'H'n,
2"1ft mln
l J \ I
~ JY'T
<
'W~"
II 2' Joint In pip. entr,
ITn>fcatl
P.Y (, Pipe requlrea manholl:
Id.pter coupling b, Fl.
Control, Inc. or approved
water stop toupllng
Grout flow ch.nn.' ~
NOTES
1 Prerast manhole drop may be approved by CIty
Engrneer Shop draWing submlttat reqUired
2 Drop reqUired when 2' or aver
3 Manholes shall have an rnterlor and exterior coatrng
of at least 15 mils dry thickness PROlO EP214-351
Epoxl-Mastlc or Koppers bltumastlc black solutlon
300M
-
CITY' OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
~- PRECAST ,,!:,
__ SANITARY MANHOLE __
V.I.$. DETAil *1
..~" OUTSIDE DROP 12.3
=""'
't: I;
~ E
>0
7&"".' ""'
(oncrete~:~~n oq~ ~
ThICk ,1"-6"' Sq _ ~
6" or 8~- 1/8 Bend W
AI~
Plug
(See Note)
IIf
Sewer Mam ~
CLEANOUT PLUG DET AIL
CLEANOUT DET AIL
NTS
NTS
NOTE Cleanout plug to be
US Foundry 1621
or equal
-
(ITY OF CLEARWATER FLORIDA
ENGINEERING DEPARTMENT
~.. STANDARD 11~95
_" ClEAN OUT ...
WJS (Sanltaryl 30,.
...I~" '.1
r---- 24" -----j -L
J. v1 :,
T
II- 253/4"' -j I
I--- 29112'" ----1
RING - SECTION
Weight as lbs
NOTES
1 US Foundry No 111 Ring And Bl Cover, Or Equal
~
I" .118" SII..l".7
St.el Str.p
U.e 3/8" Red Held Anchor to .tllch
10 e.lsllng wall
STRAP DET All
NOTES
1 PVC plpellntry requires manhDtll.da~t.r tOLliJling
by Fto (ontrollnt, Dr approved wa~er stop (oupllng
SECTION
NOTE
Alllulnl m.Jtlrltis.lntlud'mg approYld Clelnaut
hirdw.t, U'Ii to .xt.nd ta th8 R/W or to the
elsemlnt line as nated
-
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"0=1
tJI "lI
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<JI!
ili I,
~b&
iii~
~
~
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2 Non-Penetrating
Pick Holes
D~~~
00;0\
o 0
oDD
~
[]t:::I[]O[]O[]
[] 0 c:J [] t:J [] []
DoODDDD
c:J [] 0 []
oDD
~~D/;
c:J 0 CJ~
-
SOLlO [OVER
125112" ---j -L~
~"~'''~
-,
SDLlO [OVER SECTION
WeIght 120 lbs
u
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fr;
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(ITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
~.. SANITARY SE....ER ,.'t:
__ MANHOLE COVER __
Il.U CAST IRON 301
.. ~~ 2.Z
..& ~-I~
If "0 HechanlcaI Joint Te. with Compr..lion
r;: ~},,,,.~..~-~-
~ PVC Pipe /
~% -SSlzu.itt"oblfell l'l---i 0 l Pipe ! IIS.w.r Is PVC, · D I to
/.s=, PVC Adapter sh.1I be
" used
Tee ~:/: ... ~
"- 5); ~J
~ ~--~~::g
t2
~
~
~
~
R~
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u u
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sa
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.'''''. · c.'
. .
Shlnle.. Steel Slr.p. - See
Detlll
SECTION A-A
~
-
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CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
~. lNSlOE DROP I .r:r
__ DETAIL _
'oI.l.s, SANITARY SE....ER 302
"" ~. 3..3
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ill
G..
RIW
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F.,I.h gr.d. to allow 0.4'
rnln.1D'.....f.Ufrom
propert, llna to b.ck of
turbo
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lr mln 24"1---
mi. I
~r i \to
l# 'cleanout
L
z
o
Ii:
0:
~
.Idewlth
-
-
~~<<<
"<,,.
30"-3'" or.. /
Directed b, the Clt,
EnoJne.r
--
- t:'--
~I
CITY OWNEO AND
HAIN7 AINED
HOHEOWNER OWNEO AND
HAINT AINED
Ie
<:
o
o
z
,- 5ervlu lateral
"
z ~
0>
1=5
U ZQ
;:) ~w
a::: l:::J~
>- zo
III "'"
z ~2i
8 8~
a::: ~s
o ",i!
I.L. i'3ii'i
b :~
Z ~z
"'~
Hlin
ANY VARIANCE MUST HAVE WRITTEN
APPROVAL OF TNt: CITY ENGINEER.
CITY OF CLEARWATER. FLORIDA
PUBUC WORKS AO...1NISTRATION
ENGINEERING
RfDIt'..n
BY.
""jW Q"
N'P OESIffi8Y
..It
5/2:21DO
IND(lNO
'"
,<>,
STREET LATERAL
DETAIL
DRAWN BY I ALG
CHECK BY I KEZ
ORIGINAL DA1E~ 01 23 03
SHEET
2~ OF 27/
Lot
z' If-
z.lo....
I
Lot
:.
I
Curb J t
Water Haln
o
W.ter Service ~
ITypl .........
San.
~ San:ltarv Lateri!ll
1TJ1l.1
rfv line oJ
....
--j f--1D'
....
I
2' joint in piP' Intr,
~ Side Lot Lln. Lot
lTypl
NOTE SANITARY LATERALS TO BE
WITHIN 1D' OF (ENTER OF lOT ON
DOWNHILL SIDE OF CENTER OF LOT
Z'-j f--
PLAN VIEW
Rim M.H. --....
, of Stre.t
Wlter Mlln
r-
Sanitary
Milm
PRORlE
Lot
" r/v line
o
MH
j. co
$!:i:
Curb "
CITY OF CLEAFlWATER, FLORIDA
ENGINEERING DEPARTMENT
~.. SANITARY LATERAL t6'!f:/~
..." LOCATIONS -ro:~
... ~"
i'I
)14-...... ~ CIINd auplbg
.....-.............
r__
,...rFordcurbltDp
CDIlpI'8nICIl'II rmpnu:llln
"'"' lDdI vIng I8RW It4-444W
wttft -r.daIad ....... .tapmt
r__
151
~~ --
'" ~~--\
"pol, pIpo ID"'_....
.
.......
1. ~...,......ktgl1llld...............ItaC1l..
.....dh.r~...........,.........~_
L .... NlJIINd" III..... ~ hi 4- PVt IlIIInsi far
r.... aIMdbrlI hi...., Iwpr pyt......
1 SIddIIIIflIIl......... mbUa Itaim. "nh IpIQ WItId
-.... ...,
, 10/99 OJ.u.mr SUllIlIloo:I
REV DA1t OESlallPT1ON
REDRAIIN BY
SK
AB a1EOjffIJY
N'f> llESWBY
TYPICAL SECTION
NOTES
, 2 pye CONDUIT TO EXTEND 2 BEHIND BACK OF CURB, BOTH SIDES Of ROADWAY (NOT
REDUIRED DN SERVICE REPLACEMENT!
2 PVC CONDUIT TO BE MIN 18'" BELOW THE SURFACE MEASURED FROM TOP OF FACE OF CURB
3 WATER MAINS TO BE MIN 30" BELOW GRADE and APPROX .' BACK OF CURB
. CURB STOP TO BE LOCATED APPROX 1 FOOT BACK OF RIGHT -OF-WAY
S SERVICE LINE TO BE MIN 12' and MAX lB'" BELOW GRADE
j
~
i;'
~
Z
a:
- iZ'ITypl
i
,i.:~:,- I
"~1
lO.1'IIn
.....'\(~"'~ .
-j 1'1--
I
_e".
"'","
i!!iii
18.7In
~ Curb Stop
ITrpl
~
3/4. PolYlthylenl
Water Service Tubing
In Z. PVC Conduit
ITyp 5/1. mltlrl
Threaded ~
Corporation Stop
ITypl
I
-
...-
--
-
1lEDAA....IlY
"JP
D alrCKmBY
...
-
...
" Sldevalk
~
PI
JI,..............PT.....
&IIT_--_
(..............",..-
- PI
Jl4.Plt......pul1iUhIndIII
r Wl,,"...RIP.RP.pwt
/ .. M....1l53B-flIIIC
/:,(/
\S,~
v~
~
IflI'm,
n IEtJI
\Jl]
~
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADWINISTRATlON
ENGINEERING
RESIOENTIALRE(LA1MEO
WATERCONNECTON
DETAIL
I
lZ.-j"
Wlter Main
CITY OF CLEARWATER. flORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
WATER MAIN
SERVICE LINES
TYPICAL SECTION
"'IT
r-1~9:~2
'01
, ~,
1
~
li
~
- f-
--j,- ~
Suitable Grate Coyer
to Rest on EdlJI
~
1ll
~. ":J
l-o'
-W
4. Cone or \,','"
BrICL-,;:r_
,h
~~ ;
:~,
~-::; ,~-::~/ \ ,~,
"~
},
'e
ii ~,0 ~
~~ ~4.sanltarYTII
"',
;;r- ,: 4.1 I. One Eighth
;!! ~~ Bend Tpe Oft-Set
';-4':..,...... .,'~<~~~~.~' ~~~
SECTION
I 4r I
.BtI[]
PLAN
2.2
4. CO.
/ Grade
~
RECLAIMED 4" BLOWOFF DET AIL
Redailned Wah:r
ValVI 801
.~~
~
4- Gate Valye
~A
RI,"'lmld
Water Mlln
~
r
~
P1eter Box
\
...It
~~ tp
~
~
~
~
~ ~
-
ZOll/tOIl'::..~
I 0lI/81il CJI...va R\IIC to 4"
/lEV DATE DESCRIpnON
SERVICE LOCA TIONS
Lot
2'- r
10 wm
Curb
:.
I
,
Water Main
o
Water Service
ITyp I
~
i'lvLrne -J
vm
Lot
Z,-J f--
"'IT
01115/92
IN~\rO
2DF3
NOTE SANITARY LA TERALS TO BE
WITHIN 10 OF CENTER OF LOT ON
DOWNHILL SIDE OF CENTER OF LOT
Lot
San
~ Sanitary Lateral
lTyp I
~ f-- 10'
od'
~\
I~ ~J
d~
\vY
;::;;:::
TYPICAL SAND or LINT TRAP
OTY OF CLEARWATER FLORIDA
ENGINEERING DEPARTMENT
~: t:r~~R~(~j~~~~~s =.
or LAUNDRAMATS )06
nt,
~4.DI
~
90. Bend
PUX51.1P
CITY OF CLEARWATER, FLORIDA
~PUBLlC WORKS ADMINISTRATION
ENGINEERING
~ IlY RECLAIMED osror:m
G.CJi I, ~~~:I~Ff IN~~r
II1'P BY 101'1
Lot
" r/v lone
a~
_:0:
o
MH
CllI'b"
" Sldenlk
Lot
~ Sode Lot L",e
ITyp I
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS AO.UNISTRATION
ENGIHEERING
REDRA~IlY
'JP
'"""""
SERVICE LOCATIONS
JS'P DESl~It.B'l'
~I
L
rLURACCESS -
"'...
iO
o FOrt'"
PM:CASTBAffLE~-THQ(--
"-SLOTBDTHSIES
VDlTPI~~1
~T\1t I
IN1'EIlm>TIJl111L SAI'I'UlGm.L
PLAN VIEW LOQ(NSfIWlEJ. COVER
TOPOfcaVERTOKAT~----.. ["RJ.6ASTIliKT
OOSTIlGlill.uElPA== \ r--t-- '"ORL"Rm
IFif
]f, r-I
11 =1:
~"t.lH
, ..;::
rtl-~';~
L ' '~"'''m:~:.~
'f
j.
.J
I
j
T
T
I
~
ILeN~TH lLEllilH-
~
SERVICE CONNECTION DET AIL
INTERCEPTOR CELL SIZING CHART
""ON
CAPACITY
,,,
'M'
""
....
,.r
o-r
~
....
,~.
,~.
T~
T.'
T-2"
3'-lr
,..
4-10"
.i f
~~ i
<Jll
ilil.
~bis
i~
t Thelnterteptllrsyshml1l11YCllflslstof llultlpll!mterceptllrcl!lls If
rl!qulrl!dgreaterthah1250gallohcapaClty
2 ani s~llhg CIlI per system shillL bl mstiltLld i1t t!ulfilll tt! milin
l Concrete wall cnhng tahlnglnto CllnsJderatlllnthewder-od rllx
4 (ontractorto$upply&.lndallllllplplngandunltarytee$
dliln-ouh hr deilmng tOWilrd i1nd i1WOIY from Interceptor (i1ltl!rnilte
duaL sweep clean-ouhl
5 Confrilctllr shOlLl i1SSUrl 2,5DO PSI minimum soli burlng lOlpOlClty 4D
beddlllgl!le'latllln
=
1[oncrl!t~4S0DpsIP28dilY
2 Reb;ar AST!'1 A515 GrOld. 50
l Mesh ASTM A81S Grade 65
4 DeslgntACI318.83Bulld,ng Code
ASTM [857 Hll1llllum Stru(tural
Duign LOildzng for Underground
Prl(iI$tConcr.t.UtlbtyStructuns
5 LOId:s H-20 truck whtt!Ls w/30X llllp,aC~ per AASHTD
6 fRl w/dun wilfer prIor to IOhrt up of sydtll\
7 Graywilferonly black water shall bl! catrltd by IOeparatl!
SIWl!r
":"""
-"
..
-"
..
NOTES
1 WATER MAINS TO BE ON NORTH or EAST SIDE OF ROW. APPROX 4 FT BACK OF CURB
UNLESS OTHERWISE AUTHORIZED BY CITY ENGINEER
2 SERVICE CONNECTIONS TO BE 2 FT FROM SIDE LOT LINE ON EITHER SIDE OF LOT ISEE
SHEET NO 31 THESE SERVICES TO BE CONSISTENT WITHIN THE SUBDIVISION DRIVEWAYS
SHALL NDT BE BUILT OVER METERS
3 ALL LINES SHALL BE CHLORINATED and PRESSURE TESTED {TEST FOR ONE HOUR @l1S0 P SII
UNDER THE DIRECTION OF THE UTILITIES DEPARTMENT AfTER SUCCESSFUL COMPLETION OF THE
TESTING and CHLORINATION. THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES
. TEN FT SEPARATION REQUIRED BETWEEN PARALLEL WATER. SANITARY SEWER LINES
S SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS TO.'" PVC MAINS SADDLE IS
REQUIRED FOR 2" SERVICE CONNECTIONS TO 6" and LARGER PVC MAINS LARGEST SERVICE
CONNECTION TO A ." MAIN IS 1112" and LARGES T TO ANY MAIN IS 2"
6 MINIMUM DISTANCE BETWEEN SERVICE TAPS TO BE NOT LESS THAN 36"
CITY OF CLEARWATER, FLORIDA
ENGINEER1NGOEPARTI1ENT
REASE INTERCEPTOR
750-1250 GALLON
Threaded (dl'pln'atJan StllJl
MUELLER H1S00l
or approved equal
(Tap at 45. Anglel
r Curb Stop
, MUELLER H14350 vlth LIl<k Wing and
~ Compression Inlet or approved equal
Water Service Tubing
Drlse.plpe 5100 Dr Endot/Vardley
Blue Jet. SDR 9. 3401 Polyethylenl
Saddll of RIllU"'"
See Note 5
\
~..~~
'/~~~%~~'\.... If
'l~0(0(~ . '\....
\~~~ ');~
r_Corpor_Cado. 7~
a..Z5IDI..~..... I
o-.or....dJ . '\?- 'rlIJ".:' 1
1......2 ) ~ ~ 1"/ / r;;
~ ~ ,,~~ ~=:.f..:':.=... ~ L!!..--~'rn.
A@''''''',>'.......-lId.lta,...._......'''''_mm
" /.~ ......"....-..
:x: ..".--
/ "',;':9 RESIDENTIAL RECLAIMED WATER CONNECTION
Saddle shall ha.. double
stalnlen st..l straps
vlth epI"y coated
ductlll Iron bady
1 ... ,:.:-
REV QAtt OE!lCRIpnON
TYPICAL VAL VE SETTING
AIljllttlllll
ValVl!801
'''~II
--------
When ValVIlJCtIlI'IIn ROadlfly.
Sit Base on IO-CCII1IIIIOll BrICk
~j\~
~
..
1nrOl Ir
REDRA..BY
BVO
.. """"'''
APf' DESlIHD B'l'
n t s
"
~
:e:
~ .!!
... =
~ ~
~
...
~
Q
Mech Joint Vllvo
J ~ WatlrMaln
Restramlng JOint
"IT
01/15/U
INOEXNO
,,,
30F3
AEllRA'lllNIlY
BVO
'"""""
JS'P ~mB'l'
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGIHEERING
WATER MAIN 5ERVlCE
CONNECTIONOETAIL
CITY OF CLEARWATER. FLORIDA
PUBUC WORKS AOWINISTRATloH
ENGINEERING
TYPICAL VALVE
SETTING
CROSS-SECTION
-
-
~
.. ,
u
~~ ta
~8~;
~e3~~
:;Jr-h
~ ~ ~~
~~~ a
i ~
00(
fu
0:
"-
"'IT
OV15/t2
INDEX NO
,,,
10f3
~
~
~
~
~
J3 ~
na~
>- >-
u u
IiJ IiJ
o 0
'" '"
"- "-
w
'"
~
i
-<
Cl
P:!
o
....:l
r:...
U)
....:l
<
E-<
~
Cl
:><
E-<
-
....:l
E=:
::J
0::
~
E-<
-<
!5=
0::
-<
~
....:l
U
>-
lD
z
o
F
"-
0:
u
~
'"
I"
00(
o
o
z
"'IT
01/15/12
11l~~2NO
10F4
o
z:i!
a>
F>-
(J ~
:J lI::~
'" i:J~
>- zo
~ ~~
8 El"
",0
0:: t!:!~
a ~"
u. ~~
b -<~
Z ~z
~~
ORA"" BY I
CHECK BY I
ORIGINAL DATE~
ALG
KEZ
01 23 03
SHEET
22 OF 21
TYPICAL FIRE HYDRANT SETTING
nls
1l
~
I
l:n>
H.. 15' - Hln 4'
Back of Curb
I or
V Edgo of Pa..ment
v'>;>'~
II' Hln
24' Ha.
Dlxtanc. Vario , ,/ Vol.. Bo.
T
i
j I Hech Joint Val,.
~
I "- R.ltralnlng Joint IT,p I
DNL Y APPROVED
K.nnedy Guard.an No. K-I1A
Hull.r C.nturlan No. A-423
U S Pip. H.tropoUtan
l
~~II
~,..,/
~
.
,
N
~1~--
'T'"
NDTES. I
1 St..""r Connect"'" to Fac. Str..t
2 All Fire Hrdrants ta hllYe 51/4- Val,e Selt
l Fin Hydrants Shill be Placed at Street Corners
II" in the R.D W Adjac.nt to SIde Lot Un..
Whenever POlllbl..
4. SUI Sheet 3 for TYPical (onneehant &. Fittings
CITY OF CUARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGIt>lEERING
TYPICAL HYDRANT
SETTING
CROSS_SECTION
REOlU'oItlSY
lY...
""m. "
"pp DESlffl BY
PVC
RES TRAINT
PIPE
THE FOLLOWING JOINTS MUST BE RESTRAINED IN All APPLICATIONS
1 BEND - INLET AND OUTLET
2 TEE -OUTLET BRANCH
3 OFFSETS-INLET AND OUTLET
4 CAPS
5 PLUGS
60EAOEhDS
7 HYDRANT RUNClUTS SHALL BE RESTRAINED A5 DEAD ENDS
..
r-:-- L ----i~
- ~ ~
~ ~ ('"
Ebba 150D SariallT,p I ~: Y
Hagalug R.ltramer IT,p.1
..
ON ALL TEES, A MINIMUM OF 5 SHALL BE
RESTRAINED ON EAOi RUN LEG
l_I1ININUI1LENGTHTOBE
RESTRAINED ON EACH SIDE Of FITTING (ftJ
FIGURES &ASED ON 30~ DEPTH BURY, 150 PSI TEST PRESSURE
B" PIIC MAXIMUM SIZE USED IN SYSTEM
NOTE THRUST RESTRAINT AT FITTINGS AND VAlVES SHAlL BE
BY USE OF EBBA IRON MEGAlUG RESTRAINERS THRUST RESTRAINT
BETWEEN PIPE JOINTS SHALL BE BY EBBA IRON SERIES 1500
RESTRAINERS
NOM ELBOWS (deg I
PIPE
SIZE 1115 12 50 45
4 1 4 9
6 3 6 12
8 4 8 16
VALVE
TEES
BRANCM
28
47
66
THRUST
RESTRAINING
OEAO
END
90
11
19
3B
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
46
65
85
AEDftAVlNBY
evo
Q1~CI<[D liT
N'f' llE9~H.1N
~Ollil,
"""'" ~
r-
I-
11I1 0
",.-.
III II f;E:1\
~
'---
o 1~~1
r
::r
Top VieW
Appro,ed Backflow
Prevention Device
lC
,
s
Water Meter Connectron
Flaw \
Ford Angle
Val.. IT,p.1
----- '" -
::i tIJ( Ilfll
!r= ~ --=-' Ll'
j!:: M.t.r
[
011
/U
/
Ford Regulator
/ '"" fiF
II[]I
-ur- [~
Adaptor
.B
E'"
Ii
E ..
0:9
~VI
Brau ----....
Nlppl.
jw
11"'
~
~,?
~
TYPICAL SINGLE DEVICE
3/4"' and 1"' MOOELS
NOTE
Oewlcl!mustbllnshLlldllvlL
)( APPROVED RR DEVICES
Htrny-BetcoModelFRPII
wltt5Modl!l~9or009
Conbracol,.0200
)( APPROVED DOUBLE-CHECK VALVES
Hl!rsl!y-Betco ModtlFOC
W.ttsl'1odtl7G9or001
Conbraco40100
CITY OF CLEARWATER, fLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TYPICAL METER SETS WI
BACKfLOWPREVENTERS
3/4 and'- MODElS
"""A'IfI"
N'f' llE9GI€D1N
(\ 0
""
02194
INOEI(No.
I-~
10FS
TYPICAL HYDRANT SETTING
Connecting Place w/lntegr~U,
cast Mech Jaint Gland an
one End-D.I Rotatabl. Hach
Joint Gland on Other End
VaI,e and H,drant Tel
wID I Ratatable Hach. Jomt
Gland on Plaln End Branch
nh
1t@_FlraH)'dr.ntA_'
~ IT,pl
------- I
Length Vorl..
IS.. Not. 11
~
~
NOTES
1 On Hydrants ReqUiring Runout
Last Two Jomts Must Be Restramed
Per Detail 403 (2 of 2)
~
''''W'.
111'4
@
- Hath. Joint
Vat..
-,nr
.
~ Wat.rPlain
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TYPICAL HYDRANT
SETTING
PLAN VIEW
REIlRA'fMBY
BYO
""""'''
DUCTILE IRON PIPE RESTRAINT
""" DE'Sl~B,(
Rutralnlng Galk.t IT,p I
THE: fOLLOWING JOINTS MUST BE RESTRAINED IN All APPLICATIONS
1 BEND -INlET AND OUTLET
2 TEE - All BRANCHES
3 OFfSETS - INLET AND OUTLET
4 CAPS
5 PLUGS
6 DEAD ENOS
7 HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS
~L----i~
ON ALL TEES A MINIMUM Of 5 SHALL BE
RESTRAINED'ON EACH RUN LEG
L=MINII1UMlENGTHTOBE
RESTRAINED ON EACH SIDE OF FITTING 1ft J
* = CONTACT ENGINEER FOR VALUES
fiGURES BASED ON 30 BURY DEPTH, 150 PSI TEST PRESSURE
FIGURES DON T APPLY TO POLY WRAPPED PIPE
""
9102/9'
INIlE.NO-
4f!L-
'0"
NOM ELBOWS Ideg)
PIPE
SIZE 1115 1150 45
4 1 3 7
6 2 5 10
8 3 6 11
12 4 8 17
16 5 10 22
20 6 13 26
Ford Angl.
Val,. (Flang.dl
VALVE
TEES
90 BRANCH
17 18
13 30
30 41
42 ofr
53 ofr
63 *
DEAD
END
30
42
54
76
97
117
~oo~
~
Ford Heter FI.ng.
Flow
~
03
------------ g~~
[...
NOTE
DeVICtlDustbelnstillledtevtL
)( APPROVED RP DEVICES
H~rsl!y-Betco Modtl FRP W
W.ttsModl!l 909 or 009
(onbrac:ol.0200
Heter
IFlang.dl
c ..
lJl
VII
TYPICAL SINGLE DEVICE
)( APPROVED DOUBLE-CHECK VAlVES
Hersey-Bl!tco ModelFDC
Wath Modtl 709 Ql" 001
Conbracol,.0100
Thru.t R..trllht IT,p I
....
~
(~
roo NOT USE FOR I
VERTICAL OFFSETS
NOTE THRUST RESTRAINT ON SLIP JOINT DUCTILE IRON PIPE SHALL BE U S
PIPE REtO LOCK GASKETS FOR TYTON JOINT PIPE or AMERICAN FAST -GRIP
GASKETS FaR AMERICAN FASTITE PIPE THRUST RESTRAINT ON OU(TD..E
!RON FITTINGS SHALL BE PROVIDED BY THE USE OF MEGALUG RETAINERS
AND MECHANlCAL JOINT FlTTlNGS
CITY OF CLEA.RWATER, F1.ORIDA
PUBLIC WORKS ADtAlNISTRATION
ENGINEERING
"""""'''
evo
"""""
.. DESlmBY
THRUST
RESTRAINING
--=:l..m... ...,.
o JII~
T'"'" ~
~
Top View
Appro,.d Bachflow
Prevention Device
IRangl!dl
/
~
Bra.. Noppl.
... -----
12"'
~
~
~
E ..
0:9
lU'l
...
~,?
-
11/1"" and 2' MODELS
CITY OF CLEARWATER, flORIDA
PUBLIC WORKS ADWINISTRATlON
ENGINEERING
TYPICAL METER SETS WI
BACK FLOW PRE VENTERS
1 V2~ ~nd r MODElS
"""A'"
M"P llE9GI€D1N
lC
TYPICAL FIRE HYDRANT SETTING
.1,
- Are HJdrant Assembly
IT,pl
ONLY APPROVED
--
Kennedy Guardl.an No K-B1A
Muller Centurlan No A-423
US Pipe Metropolitan
Distance Varlel
18"HIn.
24' Hax
,/ Val,. Bo.
~
~/"'''''
~~
...
E
., Tapping Slee,e , Valn
r Hech Joint Val,. N r B, Clt,. F.. b,
I I Owner or Contractor
Cl;S~~M · ~~
J "- R.IITI1","'l JOint lTyp.1 "- Ex.lt Wat.r Ham
Conlllcttng Plata w/intognllr
cut Mech. Joint Gland an
on. End-D I RotatBbl. Hach
JOint Gland on Dther End.
CITY OF CLEARWATER, fLORIDA
PUBLIC WORKS ADMINISTRATION
ENGiNEERING
TYPICAL HYDRANT
SETTING
TAPPING SLEEVE!. VALVE
BY(ITY
""
Oll1sm
IICllEXNQ.
'"
30F4
NOTES
1 AU Fire Hydrants to have 5 1I4N Valve Seat
2 See Index ** 407 for Jack &. Bore Details
M'P DESlGl€llIN
AEDftAlIfIBl'
eva
""""""
BLOWOFF DET AIL
nts
Miter Bax
Woter
Yalt. Box
.,,~
~
4'DJ
4' GlIte Val'.
~A~
~
~
Water Haln
~ I~P
~"= ~
~
90. Bind
HJ X SLIP
T
~
A
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADlAlNISTRATION
ENGINEERING
-
9/02199
INDEIMO
40'
2or2
REllRAlINlIY
avo
~"""'''
GCH
N'f' llE:5I~BIN
BLOWOff
DETAIL
h
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BYPASS DET AIL
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III
'---- IlL ID'....
1U.tD" lien.
Ro.
TYPICAL COMPOUNO WATER METER SET
NOTE
10S &. Y Yalvt Handlt$ will bt Ch.lntd and locked
2 Miter Sits will be POllntad Afhr In:shllOlhon.
3B1PassPlpe&.FlttlngsShallbeThrl!aded8ran
01,
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TYPICAL COMPOUND
WATER METER SET
90. RISE
r 4" and 6~ MODElS
""
02194
IN~~~O
'Of\
)( APPROVED R P [)fVKES
Herse1-Btl!CO Modl!t 6CM
Ames 5000 5S
WaHsMode1909or 009
(onbrllcol,0200
)( APPROVED DOUBLE-cHECK VALVES
Htrsl!y-Bee(o Model No 2
AmRs 2000 55
WOltts Hodel 109 or 007
Conbrllcol,.0100
/I#'P ut..>iGI€D1N
llEDAAlIfIBY
MJP
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ALG
KEZ
01 23 03
SHEET
23 OF 21
An
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TYPICAL COMPOUND WATER METER SET
NOTE
1 OS& YValve HandlesW'lll bl! Chained and lCl[ked
2 MetllrSehW'llib,PamhdA.fterln$tallatlon
J Byp;u.$Plpe&.Flthng$Sh~1 bllThreadedBrOlU.
x .l.PPROVED R P DEVICES
Hersey-Bee(oModeI6CM
"mes SOQOSS
Watts I1adel 909ar 009
(onbraco40200
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADIl4INISTRATlON
ENGINEERlt-IG
TYPI(ALCOMPOUNQ
WAiERMETERSET
I,.SoRrSE
31,. and6 MODELS
x APPROVED DOUBLE-CHECK VALVES
Hersey-Beeco Model No 2
AlIIls200055
WlIttsModl1109 cr007
(onbraco40100
REDAA\llNBY
MJP
CKEacEDDY
- """"""
Slop Less Check
MUELLER H14350 wilh Lock Wing and
Compression inlel or approved equal
~
Threaded Corporahon Slop
MUELLER H15008
or approved equal
I TAP AT 45' ANGLE)
\
\ w.. ,.~ ''''''
DrlScoplpe 5100 or EndollYardley
Blue Jel, SDR g. 3408 Polyelhylene
Saddle required on
4"PVC only
-------....
((/'\
~
..
"
Saddle shall have double
slainless sleel slraps
Wllh epoxy coaled
duchle ,ran body
Waler Main
CHLORINA TION TAP
CITY Of CLEARWATER, FLORIDA
PUBLIC WORKS ADMIN ISIRA TlON
ENGINEERING
V' IWWII _~...'"
AE"o' DATE DE5C:RlPTXlN
REDRA...a'f
,v.
U& CHEmlJY
N'P DESmllY
CHLORINATION TAP
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Top View
Ford M.t.r Flang.
Ford Angl.
Val.. IFlang.d) Flow
--------- ~~
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NOTE,
Mel.r
IFlang.dl
~~
VI/
TYPICAL PARALLEL DEVICE
Parallel dtVlCl! installation 1$ emphlyed WhrllenT l~ IS VItal
to millntaln a tOnhnuou5 supply ofw.h:r andwheTe
Interruptions for tuhngand sl!rvlclng would he una(cl!ptable
Dlvlcl!must btlll$tallldllVl!L
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H APPROVED RP DEViCES
HeTsey-8el!cot1odel FRPII
Watts Hodel 909 or 009
(onbraco40200
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Hersey-BeecoModel FOC
Wath Model 109 or 007
(onbraco40100
TEMPORARY BLOWOFF
AND SAMPLE TAP
n
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Approved Backflow
Prevention Device
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/
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----
Brass Nipple
12"
t
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CiTY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADIl4INISTRATlON
ENGINEERING
RfDRA'llN9Y
MJP
"""'"'''
PAR,ol.LLEL METER SET
N'f' [lESDED9Y
~
2"8011 Val.. ~
Hos. Bibb -------
3/'" 6al.anlzod
Z. Galvanized
~
r CDrpurahon
~
Tapping Saddl.
@
TOP CONNECTION
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRA.TION
ENGINEERING
TEMPBLQWOFF
ANO
SAMPLE TAP
ro:t~9Y I
CHI!:Cl<EDSY
N'f' OESm9Y
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STREET WITH CURB
==
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~
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Sin' C..lng
ISlze V.ri..1
~
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Iron Pipe
NOTES
1 All pipe thru casmg to be
ductile Iron
2 All pIpes wlthm casing to be
restramed by restraining gaskets
3 Casing pipe to meet FDa T
standards
STREET WITH CURB
FInIshed Grad.
~'I
(Detoctable
Topo
7r
HI.. 2" PVt ...rIdng column
"'oppod"
==
-----1
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SdI Ig P'IC ISlze ~
V_I
NOTES
1 2" PVC marking Columns to be set 12" above
eXisting grade at each end of PVC sleeves
I
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~Rntralnllg
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]6-raln.
STREET WITHOUT CURB
g
~
STREET WITHOUT CURB
RmRAlIN BY
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.. """'"'''
N'P 0ES1lilEIl9Y
CITY OF CLEARWATER, FlORIDA
PUBLIC WORKS AD~INISTRATION
ENGINEERING
JACK AND BORE
lFllilhodGradl!
"'" 2" PVC IWkIng ,00UIl1
",."pod"
~
"HIn.
m:.-''llN9Y
"""'"'''
TKUITI
1#'P~9Y
End ar sl8'II fa .. ~d
or I",," Itypool .ach endl
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TYPtCALIRRtGATION
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01 23 03
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CHECK BY
ORIGINAL DATE
ALG
KEZ .
031903
IJiM
470 U. ........_
lJy 1u'I'. 1 QAL
SHEET
25 OF 21
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ALG
KEZ
031903
SHEET
26 OF 21
BASE OF LEAF BUD
BASE OF HEART INUT OF PALM
FINISH GRADE
ili _
'=11111"" -I
~IIIII~
ROOT BALL
RECEIVING HOLE SHALL BE
APPROXIMA TEL Y 2' LARGER THAN
ROOT BALL DIAMETER
NOTE STAKING & GUYING REQUIRED FOR PALMS, IF NECESSARY, OR AS DIRECTED BY THE LANDSCAPE ARCHITECT
PALM TREE PLANTING AND STAKING DETAIL
N TS
SPREAD
FERllLlZER TABLETS AS
SPECIFIED PLACE UNIFORMLY
AROUND ROOT MASS
BETWEEN MIDDLE AND
BOTTOM OF ROOT MASS
HEIGHT
:5 TO 5 liMES 'NIDTH
OF ROOTBALl
SHRUB & GROUNDCOVER PLANTING DETAIL
N TS
INSTALL TOP OF ROOT BALL
3-4" ABDVE FINISH GRADE
3" MULCH LAYER
(1' OVER ROOT BALL)
ROOT BALL
PLANTING HOLE SHALL BE
2' LARGER THAN THE
ROOT BALL DIAMETER
EXISTlNG UNDISl1JRBED SOIL
PINE TREE PLANTING DETAIL
N TS
~
E
1
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o C $PAONG
PLANT SPACING DETAIL (SECTION)
NT S
HURRKANE CUT OR FUll HEAD
SEE SPECIFICA TIONS
NOTE BUD SHALL BE PERPENDICULAR
TO GROUND PLANE TRUNK SHALL BE
STRAIGHT AND WITHOUT CURVES
NO SCARRED OR BLACKENED TRUNKS
BURLAP TO PROTEn TREE--
MINIMUM 5 LAYERS
2 NON-SLIP METAL COLLARS
16) 2 X 4 WOOOEN STRIPS OVER BURLAP
6~ SOIL SAUCER TO HOLD WATER
PLANT PALM 0 TO r ABOVE GRADE
J" MULCH REFER TO SPECIFICATIONS
1312 X 4 BRACES NAilED TO Z X 4
WOODEN STRIPS
z~ X 4 X 3' ST AKE
NA riVE SOil BACKFilL OR AMENDED SOIL
AS REQUIRED BY SOil ANALYSIS
COMPACTED SOIL TO PREVENT SETTLING
EXISTING SUBGRADE
MULCH 3" FROM STEMS
3" MULCH LAYER
PREPARED PLANTING SOIL
EXISTlNG UNDISl1JRBEO SOIL
TRUNK SHALL BE MAINTAINED
IN A VERTlCAL POSTlON
#12 GAUGE y"RE AND
PROTECTIVE RUBBER HOSE
2"X2" WOODEN STAKE
FINISH GRADE
PREPARED PLANTlNG SOIL
ALL SHRUBS!GROUNOCOVER
TO BE TRIANGULAR SPACING
SEE PLANT LIST FOR (0 C) SPACING
18" MIN SETBACK FOR SHRUBS
& GROUNDCOVERS
BACK OF CURB!
BED LINE
TlLLED AND LOOSENED
NA TlVE SOIL BACKFILL
EXISTING UNDISl1JRBED SOIL
TRUNK SHALL BE STRAIGHT AND
WITHOUT CURVES. FREE OF SCARS.
BURNMARKS AND BOOTS
'"
Z
~
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<"
wo
d~
!!i
~
u
5 LAYERS OF BURLAP,
S - 2"x4"x16" WOODEN SA TTENS,
CONNECTED VY'ITH 2-3/4" STEEL BANDS
Z
'>
E
"'
2"X4" WOOD BRACE (3 EA. MIN)
NAIL TO BATTENS & STAKES
(3) 2"x4"x36'" WOODEN STAKES
6" SOIL SAUCER AROUND
PLANllNG HOLE
ROOTBALL
3" MULCH LAYER
FERTlLlZER TABLETS
AS SPECIFIED PLACE
UNIFORMLY AROUND
ROOT M ASS BETWEEN
MIDDLE AND BOTTOM ~
OF ROOT MASS ----
PALM PLANTING DETAIL
N.T S
IRRIGATION NOTES
A low volume IrrigatIon system, that prOVIdes 100% coverage to 011 proposed
plantlngs, Will be deSigned and Installed by the Contractor
~~u fr~~~;fsd I(r;r~g ~tBoancks1i~;m P~~;~t~~,e~~[o,;X;t~~d R~~~ a~tf~lfoaf~1 Oe~~, c~f~
3 IrrIgation shop drawIngs must be submitted and approved by owner pnor to the
Commencement of work
Irrigation system must be Inspected and accepted by owner
prior to Installation of mulch
5 Irngatlon os-bUilt draWings, which accurately ond clearly IdentIfy all modIfications
&/or substitutions, must be submitted pnor to final Inspection and acceptance
6 The eXisting 5/8"' water meter Will be utilized for thiS Irngatlon System
7 The Landscape Contractor must coordInate the placement and power SUpply for the
Irrigation control hmer wIth the City and the General Contractor
8 The follOWing Irngotlon system components Will be utilized, per each manufacturers'
speCificatIons
Toro-Netoflm TechUne Self CleanIng, Pressure-Compensating EmItter l1ne
HARDIE - Ramdlal 6 StatIon Outdoor Control Timer
Rlchdale - 214APR 1"' ElectriC Valve
Amtec - 10" Round Valve Box
"
SPREAD
NOTES
1 All WOOD SHAll BE SPRUCE OR PINE -NOT PRESSURE TREATED
2 CROSS TIES SHAlL NOT CROSS OVER WDODY RDOTS
J REMCNE ALL STRING &/OR WIRE WRAPPED AROUND TRUNK
4 REMOVE ALL STRAPS, ROPES WIRE &/OR STRINCS USED TO un ThE ROOT8All
5 REMOVE ALL BURilIP &(OR WIRE FROM THE TOP OF THE ROOT BALL
6 TOP OF ROOTBAll TO BE SET 2" BELOW flNISH SURROUNDING FINISH GRADE
HEIGHT
2.X2"X4-' CROSS MEMBER-
2'X2"X4" CROSS MEMBER
ROOTEAll
2'x2"X4' STAKE
TREE PLANTING DETAIL
N T.S
GENERAL LANDSCAPE NOTES
The Landscape Contractor sholl grade planting beds, as reqUired, to prOVide pOSitive drainage and promote optImum
plant growth
All recommended trees and plant matenals WIll be graded as Nursery Grade No 1 or better as outlined by the Flonda
Department of AgrIculture and Consumer SerVices, DIVISion of Plant Industry "'Grades and Standards for Nursery Plants",
7th Edition, 199B os reVised from time to time
All plantmg sholl be done In accordance WIth the FlOrida Nurserymen's and Grower's ASSOCIations approved practices
All plants shall be fertilized With Agnfarm 20-10-5 tablets as per the manufacturers speCifications In conjunctIOn With
note '# 5
The planting SOil sholl be the approximate proportions os follows 50% sand and 50% organic matenal conSistIng of
nQtlve peat. well-decomposed sawdust, leaf mold and top 3011 It shalt prOVide a good pliable and thoroughly mixed
medium with adequate aeration, drainage and water-hofdlng capacity It sholl also be free of all extraneous debris,
such os roots, stones, weeds, etc
All plantIng areas sholl receive a 3" layer of recycled hardwood log mulch, which IS to be watered-m after Installation
The plant matenal schedule IS presented for the convenience of the Landscape Contractor In the event of a discrepancy
between the plan and the plant key, the plan sholl prevail
8 Plants shall meet Size, container, and spacing specificatIOns Any matenal not meetmg speCIfications sholl be removed
and replaced at the contractor's expense
9 All tree and shrub locations ore subject to change All locations sholl be approved by the City Project Manager
prior to plantIng
10 The Landscape Contractor shoJJ be responSible for examining fully both the site and the bid documents Dlscrepancles
In the documents or the actual site conditions sholl be reported to the City Project Manager
In wntlng at the time of bidding or discovery No account sholl be mode after contract completIon for fanure to report
such condition, or for errors on the port of the Landscape Contractor at the time of bidding
The Landscape Contractor sholl be responSible for securing 011 necessary applIcable permIts and licenses to perform
the work set forth In thIS plan set and the speCIficatIons
12 Plant material sholl be bid as speCified unless unavailable, at which ttme the City Project Monager
Will be notified by telephone and In writing of mtended changes
13 Any and 011 questions concerning the plan set and/or speCifications sholl be directed to the City Project Manager
at (727) 562-4737
14 There sholl be no additIons. deletions or substttutlons without the written approval of the City Project Monager
11
15
The Landscape Contractor shall guarantee, In Writing, plant surVivability for 0 penod of twelve (12) months from fmal
acceptance by the CIty Project Manager
16
~I~ ~~~~~t~~n~~e~~t~~d~C~~;k~~t:~r~J:ciaM~~~:~ Contractor prior to londscape matenal Installation Discrepancies shall
All materials must be as speCifIed on the landscape plan If materials or lobor da not adhere to speCifications, they will
be rejected by the City Project Manager WIth proper Installotlon carried out by Landscape Contractor at no additional cost
17
1B
All permIts necessary are to be prOVIded by the Instollmg contractor unless otherWise speCifically stated In the speCifications
19
No contractor Identlficatlon signs shall be permitted on the project, except for the proj6ct Information sIgns
20
EXisting sod shall be removed os necessary to accomodate new pJontmgs
21
Any eXisting sod areas that are unnecessarily dIsturbed dUring the landscape Installation shall be resodded to
match eXlstmg
22 The Landscape Contractor Will be responSible for the collection, removal, and proper disposal of any and all debriS
generated dUring the installation of thIS project
FERTILlZA TION
SHRUBS AND TREES
All trees and shrubs sholl be fertllfzed With .Agrlform~ 20-15-5 planting
tablets at time af Installation and prior to completion of pit
backfilling Tablets sholl be placed umformly around the root moss at
a depth that IS between the middle and bottom of the root moss
APPLlCA TlON RATE
1 Gollon can 1 - 21 grom tablet
3 Gallon can 2 - 21 gram tablets
5 Gallon can :5 - 21 gram tablets
7 Gallon con 4 - 21 gram tablets
Trees 3 - 21 gram tablets each 1/2~ of caliper
Palms 7 - 21 gram tableb
GROUNDCOVER AREAS
All groundcover areas sholl receive fertilization With "Ozmocote"
time release fertilIzer os per manufacturer's speCifications
~ULCH 3' FRO~ TRUNK
MULCH 3" DEPTH
TILLEO .^ND LQOSENEO
NA~VE SOIL BACKFILL
FERTILIZER TABLETS
P8 SPECIFIED PlACE
UNIFORMLY AROUNO
ROOT MASS BEJWEEN
MIDDLE AND BOTTOM
Of ROOT !.lASS
UNDISTlJRBEO SOIL
2-2"X4" STAKE W!
lONG TAPER lAIN 18~
INTO UNDISTURBED
SOIL
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LEGEND
BE:N~AMIN MOORE: COI-ORe
MATERIAL C-01-0R SG.HEME C-Ol-OR SC-HEME C-Ol-OR e
A e .
I MET AI... ROOF SII- VEl' I
<SoREY
~ - -" ~ J
2 S1..IDINcS DOORS
9 STUCCO HC-5 HC-CI[ ~
4 <Sol-ASS RAll-lNcS 6RE:EN
TINT
5 A1..UMINUM PICKET RAI1..IN<So BRI1..1..IANT
JI'llHITE
~ PRJ:;FAe BAHAMA HC-I::2e .
SHUTTERS (METAL.)
i PRJ:;FAB MET AI- SHUTTERS HC-12e .
e STONE VENEER
CI[ DECORATIVE I-OLNER VENTS .
BRI 1-1-1 ANT
JI'llHITE
10 I-ATTICE:/ TRIM DETAII-S BRII-I-IANT I
JI'llHITE
~ ~ ~ 1
II SIDINcS HC-5 HC-140 I HC-5i
!
- . ~,
12
~~
tt ~~~~
t AACHITECTS & PlANNERS
FILE
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POINSETTIA
Condition
2
2
2
4
2
1
2
3
2
3
3
2
4
2
2
3
2
2
2
2
3
3
2
2
2
2
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3
1
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4
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2
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SHORE
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. ch poor condition that they
NOTES: . . trunk diameter or are on su
than 8 Inches In
ed are either less
. All trees not number . h u (6) dead.
do not warrant ratlllQ. follows: (1) top quality t r
. Tree conditions rank as
. ct = Clear trun~ tar at breast height
I = caliper dlame
. ca.
Tree # Description
Sabal palmetto
,. 5 Sabal palmetto
6.10 W h'lngtonia robusta
11.22 as
Queen palm
23 Washingtonia robusta
~~.26 Sabal palmetto
31 Sabal palmetto
28. Ficus elastica .
3~ Norfolk Is larK! Pille
3 Ficus benjamlOa
34
35 Ficus elastica
36.37 Sabal palmetto
Queen palm .
38 Norfolk Island Pille
:;41 Sabal palmetto
42:46 Sabal palmetto
47 Citrus
49 Queen palm
::54 Sabal palmetto
55 Queen Palm
Scl1efflera
~ Ficus elastica
5 Nerium oleandm:
58 Norfolk Island Pme
59 Sabal palmetto
60 Washinglonia robusta
61.64 Sabal palmetto
65-67 ben'l 'na
68 Ficus lam.
69 72 Thuja . arborvitae
. Sabal palmetto
73.77 Washingtonia robusta
78 Washingtonia robusta
79 Sabal palmetto
80
Citrus
81 Sabal palmetto
82.83 Queen palm
84.85 h'ngtonia robusta
Was I
86 Queen palm
~88 Washingtonia robusta
93 Queen palm
90. I
96 Queen pa m
94. Queen palm
97.98 h'ngtonia robusta
100 Was I
99. Sabal palmetlo
101.102 h'ngtonia robusta
104 Was I
~~;:,~ Sabal palmetto
107.108 Citrus
Size
10-12 ct
10-12 ct
10 ct
14 ct
10 ct
14 ct
10.12 ct .
30 inch multi
14 inch cal. .
10 inch multi
20 inch multi
10-12 ct
12 ct
13 inch cal.
10.12ct
12.14 ct
8 Inch cal.
10-12 ct
10-12 ct
12 ct
8 inch cal.
9 inch multi
9 inch multi
13 inch cal.
10 ct
10.12 cl
10.14 ct
8 inch multi.
10 inch multi
10.13 ct
18.20 ct
10.12 ct
10.12 ct
10 inch cal.
10.14 ct
10.14 ct
10 ct
10.12 cl
10 ct
10-12 ct
12.14 ct
10-12 ct
10.12 ct
10.12 cl
10.12 ct
10.12ct
8.10 inch cal.
G)
40
Fb
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Tree # Description
109.110 Sabal palmetto
Queen palm
111.114 L' strum lucidum
115.116 Igu
Queen palm dbl
117 h'nglonia robusta .
118 Was I
119.120 Queen pa:~
121-122 Quee~ pa.
Frangipani
123 W shingtonia robusta
124.125 iI. 1m
Queen pa
126 Sabal palmetto
127 Sabal palmetto
128.130 h'ngtonia robusta
131 Was I
Queen palm
l~i.~34 Sabal palmetto
135 live ~k rtree
136.138 Brazilian pe~
139 .:~
140 Live oak
141-142 live oak
143 live oak
166 Sabal pal~o
144. Ficus benjamma
1~~~69 Indian Rosewood
171-172 Sabal palmetto
173 Queen palm
174 Schefffera
175 Sabal palmetto
176 Citrus .
Ficus benjamma
177 I
178 Queen pa m
1 Queen palm
179.18 S bal palmetto
182.189 a
190 laurel oak
Laurel oak
191 Washingtoniil robusta
192 Sabal palmetto
193.195 W hinglonia robusta
196-: N:~olk Island Pine
199- Queen palm
::: Washinglonia robusta
-
Condition
2
2
2
2
2
1
3
3
2
2
2
2
2
3
2
2
Size
10-12 ct
10-12ct .
9 inch multi
10.12 ct
10.12 ct
10 ct
12.14 ct
8 inch cal.
10-12 ct
10.12 ct
12.14 cl
10.12 ct
10-12 ct
10-12 cl
12.14 ct
14 inch cal.
10.12 inch cal
IO'tJ~
10 inch cal.
14 inch cal.
8 inch cal.
10-14 ct
8 inch cal.
12 inch cal.
10-12 ct
10.12 cl
10 inch cal.
12 ct
8 inch cal. .
8 inch multi
10-12 ct
10.12 ct
10.12 ct
8 inch
12 inch
10.12 ct
10-12 ct
14.18 ct
8 inch cal.
12 ct
10.12cl
~
2
2
2
2
3
2
2
4
2
2
2
3
3
2
2
3
3
2
2
1
3
3
2
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TREE IN'VENTORY
Smarts, Inc
Property Dunedin, FI. 34698
1191 Taylor Av~n~~x: 727-736.1771
Ph' 727.224.106 . usa 0-407A
. A Certified Arbons
Mark Roether t.s. .
owe NO.
SIZE F'SCM NO.
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TWP. 295, RGE.
J5E
STORM
f#lsTRUCTUREI GRATE I INVERT I
SYMBOL LEGEND:
~ = {,.....tr!Jrlln~
8 = Conc Monument
. = Fire Hydrant
(- = GuidfJ Itrre
o = Light Pole
<Q, = Po_ Pole
~ = Ift1t.". Meter
8 = Water Valve
ft = n,.,.,innnl6 Mt'tnhnl,.
8 = s';"it;;'; "';"'h~~
() = FPC Manhole
o = eTE Mar;,';ola
o = Utl7ity Manhole
o - Cotch Basin
~ - GrOiB IniBi
110 CB 4.86 --':0.10 [--
/If CB 477 -0.36 E
12 CB 4.69 3.05 E
13 CB 4.68 2.84 6 S
14 CB 4.91 155 8"W
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11 (;B 4.50 L.S9 12ME
18 CB 4.15 160 E
19 CB 3.89 1.92 N&W
120 CB 3.80 1.97 N&E I
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S.A.N!TA.RY
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l ~Oi MH I ~.48 1-0.46 I
IS-'- MH 5.16 -0.26 N
~l ~~ 1-4~64 }__1.82 Ni
54 MH
55 MH
56 MH 4.45 0.68
BARBOUR-MORROW
CI 'CDn/CIt""\~1
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GAS LINt
WA Tl:R LINE:
S TOIi'IJ LINE:
SANITARY LINE:
-G
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J HiS LO r LIES I:.N nREL Y WI THIN NOT[, TltIS SUR\lEY IS CERmED TO THE PARnES AS UST[D ANO
FLOOD ZONE AE ACCORDING TO IS NOT TRANSfEfWll[. SHOUI.D CHANCES TO OR ON THE PROPERTY
I="LOOD INSURANCE RATE UAP NO OCCUR. EITHER PHYSICAl OR AS AECORIlED. THIS SUR\lEY IS INVALID.
125096 00070; 8/19/91
CITy OF CLEARWATER. FL. BFE= 10.0. 11.0. 12.0
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l'!f) :r .~Gd!t;! :..::~
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K/.- - Kighi-oi- iiO"
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SIIiH . Stonn s.-- -..
SNMJ . 5#t _ . (]qIr
S9IH - StItIIIor)l s.-- _
STY - Slory .
Tr1B - Tt1p 01 BonIr
IllS - T... 01 SoIilooo-
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1111. - IItfllty
W"", - IIbH F-.at
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CERTIFIED TO: NORTH MANDALA Y INVESTMENT GROUP, INC.
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LEGAL DESCRIPTION:
A SURVEY OF ALL OF BLOCKS BAND C, BARBOUR-MORROW SUBDIVISION AS RECORDED IN
PLA T BOOK 23, PAGE 45 OF THE PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA.
TOGETHER wiTH THE RiGHT OF WA,' FOR EAST SHORE DRiVE L ,7/-.jG BETWEEN SAiD
BLOCKS B &- C, BARBOUR-MORROW SUBDIVISION AS RECORDED IN PLA T BOOK 23,
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B.AS!S O~ BEAR!NGS
AS PER PLAT
Note: Copies of this Survey
ore not valid unless embossed
wiih signing Su,veyu(s o;eo;.
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LOTS 32 THROUGH 43. BLOCK "S", FIRST ADDITION TO CLEARWATER
BEACH PARK, AS RECORDED IN PLAT BOOK 15, PAGE 80, PUBLIC
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ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK
21, PAGE 21, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA,
TOGETHER WITH THE ADJACENT 1/2 OF A VACATED ALLEY LYING ALONG
THE WEST BOUNDARY THEREOF.
THE ABOVE PARCELS ARE SUBJECT TO AN INGRESS-EGRESS EASEMENT AS
DESCRIBED IN O.R. 7766 PG. 1532 OF THE PUBLIC RECORDS OF PINELlAS
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THE UNDER$lGNED HERESy ~RTtFIES T
l,.~ TITLE IN$JRANCE ~~s
/Ii.AllY MADE uPON .' ..'; T"IT . '. . . AND
D1.$TANcES stiOwN llitRE ON ARE ACCVRAl[; 1MA: . TIllE ~. AND UNES or
AC1VA!- POSSESsiON ARE THE SAM[; THAT THE ~TYf)'f;~~ ..tl~" BY
ENGINEERING CALCU\.A TION; THAT TMISSVRVEY C~CTl y ~9)VS. 1liE $K. L()C-A'nON
AND TVPE or AlL BUILDINGS, $TRU€l\JRf:S AND. 0"" I~T~ <*. 'JliE PR~RTV
~D A1.l ARE WITHIN THE BOUNDARY' UNES ANI) Af'Pt)C~~ .t~ .UtliSOKntER
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aun.OING. COOES) AFFECnNG 1HEPR()1:It~TY.; THAT. ~ ~.' .r ~.' '. . . .'. . 9R USEs
AFFtCnNG THE PROPERTY ~~G f_ A CAR!f\!l PH,. .. l ~nON'($ lHE
SAME. OlHtR tHAN THOSE SHOWN Ti1EREOH; THAT AU..UTI!.;1'tYsaMtES ~CESSARY fOR
~. ~AllON or THE~RTY ARE~ ON_THt ~.TY OR WI'fHIN AOJ.ACENT
PU8UC RiCHl OF WAY OR RECQROEO EASEMENT: mAT ~_ NO r~OAC~ENT$.ON
~.' . P.RD.tISES, STREITS QRALI.EYS BY ANY Of . ~'~.': '..~ S{AOCTO~S OR
OT,HER ~OVEMENTS OR E~ACHUENTS !.'PON 'THE ~. flV Nl:Y ~G,
S~C19RE OR OlliER t~r SI~Ae.UPOI!l ANY ~.PRati~ AND r,-tAT
l11E. ~RTY DOES NOT LIE ,....IN IN ANy F\:.OOO HAZARI).ARtA SHOWN o,iI ANYU,S.
DEP.~TMtNT Of H.U..D. F).OOD lliiSuRANCE ~~v ~p OR spE~ F~OOQH~ZARD AREA
MAP P08USHED BY THE FEDERAL EWEROENCV 1M",~T,'.A<8lCV, ~s SURVEYwA,S
MADE iN ACCOROANcE WITH K '~iNfMw STAHoODbtTA'il.~",f$ FOR LAND
T11'1.ESUR\tyS" JOINtlY ESTAl!itt$Hai :SY AHA AHO ACSv;:jM 1 . . '.. .... . rS THE
AcCuRACY REOUIREMENTS OF A ClASSttL6 SURvEy, AS , ':0 THERmN.
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REGSTRATION No.3747
1214 CLEVELAND ST.
(727)447- 1763
ClEARWA TER, floRIDA
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NOTE: THtS~)' IS ~T1f'1Et) ro THE PAATlES AS L1STtO AcND
IS !lIOT 1R~lIi8LE, SHOULD CfWfC€s TO OR OH TH~ ~RTY
OCCO~. Er1HER PHYSICAl OR AS RteoAOED. THIS SURVEY IS INVAllO.
SIS Of BEARINGS
_____ .TJ.C_~2RltL~
PER PLA~..m
Nole: Copies 0.' this Survey not
yqjid unl_ embbSsed with
si90in9 Surveyor's seol.
THIS LOT LIES ENTIRELY WlTH.N
FLOOD ZONE A-E ACCORDING TO
FLOOD INSURANCE RATE MAP NO.
125096 00178; DA TEO 6/1/83
CI TY OF CLEARWATER. FLORIDA.
ELEV. __11.00' ________
I do further certify that the survey represented hereon
472.027 Chapter 61 G17 -6, Florida Administrative Code.
orida St<ltutes
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ORIGINAL DA TE'I _
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26 OF 21
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BASE OF LEAF BUD
HURRICANE CUT OR FULL HEAD
SEE SPECIFICATIONS
NOTE: BUD SHALL BE PERPENDICULAR
TO GROUND PLANE. TRUNK SHALL BE
STRAIGHT AND WITHOUT CURVES.
NO SCARRED OR BLACKENED TRUNKS.
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SPREAD
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NOTES:
1. ALL WOOD SHALL BE SPRUCE OR PINE -NOT PRESSURE TREATED.
2. CROSS TIES SHALL NOT CROSS OVER WOODY ROOTS.
J. REMOVE ALL STRING &/OR WIRE WRAPPED AROUND TRUNK.
4. REMOVE ALL STRAPS, ROPES, WIRE, &/OR STRINGS USED TO LIFT THE ROOTBALL.
5. REMOVE ALL BURLAP &/OR WIRE FROM THE TOP OF THE ROOT BALL.
6. TOP OF ROOTBALL TO BE SET 2" BELOW FINISH SURROUNDING FINISH GRADE.
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BURLAP TO PROTECT TREE--
MINIMUM 5 LA YERS
2 NON-SLIP METAL COLLARS
(6) 2 X 4 WOODEN STRIPS OVER BURLAP
6" SOIL SAUCER TO HOLD WA TER
PLANT PALM 0" TO 2" ABOVE GRADE
3" MULCH. REFER TO SPECIFICATIONS
(3) 2 X 4 BRACES NAILED TO 2 X 4
WOODEN STRIPS
2" X 4" X 3' STAKE
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GENERAL LANDSCAPE NOTES
HEIGHT
FINISH GRADE
MULCH J" FROM TRUNK
MULCH 3" DEPTH
TILLED AND LOOSENED
NATIVE SOIL BACKFILL
NA TIVE SOIL BACKFILL OR AMENDED SOIL
AS REQUIRED BY SOIL ANAL YSIS
ROOT BALL
RECEIVING HOLE SHALL BE
APPROXIMA TEL Y 2' LARGER THAN
ROOT BALL DIAMETER
COMPACTED SOIL TO PREVENT SETTLING
2"X2"X4' STAKE
2"X2"X4' CROSS MEMBER
EXISTING SUBGRAoE
FERTILIZER TABLETS
AS SPECIFIED. PLACE
UNIFORMLY AROUND
- - ROOT MASS BETWEEN
,! D... J \ .iI I MIDDLE AND BODOM
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ROOTBALL " .,"> '.' ,': : ,.~' -: .:' ::~ UNDISTURBED SOIL
~~.. . I!J.., .:', ,". '.' 111:3- 2-2"X4" STAKE W/
TILLED AND LOOSENED ,3 13113113 =I 11=1 : LONG TAPER MIN. 18"
NATIVE SOIL BACKFILL II:: W;IJI~III::~lll III jjl~lu~IT..Jm.liI;:; II INTO UNDISTURBED
.~. ~ \.......... ,,- SOIL
~ 3 TO 5 TIMES THE WIDTH
OF THE ROOTBALL
-
NOTE: ST AKING &. GUYING REQUIRED FOR PALMS. IF NECESSARY, OR AS DIRECTED BY THE LANDSCAPE ARCHITECT.
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2"X2"X4' STAKE
PALM TREE PLANTING AND STAKING DETAIL
N.T.S.
2"X2"X4' CROSS MEMBER
SPREAD
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5 - 2"x4"x16" WOODEN BATTENS,
CONNECTED WITH 2-3/4" STEEL BANDS.
3" MULCH LAYER
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1. The Landscape Contractor shall grade planting beds, as required, to provide positive drainage and promote optimum
plant growth.
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4. All plants shall be fertilized with Agriform 20-10-5 tablets as per the manufacturers specifications in conjunction with
note # 5.
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FERTILIZER TABLETS AS l~>>>>>>>/>>-// ~~:":'~:"'/:?.":'<}I' i,;:>':-::"r.,:.::.>~>: 0>'1/> >0>'1/
/.<<-r<<-r,"v-\'.v.\ ,',' :". ..... ..........'., ., .',' ~,'(/<< ~,,,<.A
SPECIFIED. PLACE UNIFORMLY ~~~~~~<:;::<'~~;:";"";:::.:. f!!;:~:::':;'::~.~'~'::': ~~~~ ~ PREPARED PLANTING SOIL
AROUND ROOT MASS ~<<<<<<%~..:....:.,:..:~,.......: .......,... ::.:.l,~ ~<<<<<<~""
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BETWEEN MIDDLE AND ~~~~~~~~~~~~~~ ~~~ ~
BOTTOM OF ROOT MASS "<:(lj&<./-&'lAY,(~/,(~ ~~~~~ ~ %
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3. All planting shall be done in accordance with the Florida Nurserymen's and Grower's Associations approved practices.
-
2. All recommended trees and plant materials will be graded as Nursery Grade No. 1 or better as outlined by the Florida
Department of Agriculture and Consumer Services, Division of Plant Industry "Grades and Standards for Nursery Plants",
7th Edition, 1998 as revised from time to time.
2"X4" WOOD BRACE (3 EA, MIN.)
NAil.. TO BATTENS & STAKES
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(3) 2"x4"x36" WOODEN STAKES
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I>. "V. '- ....."V. ~ ---... r-..;", 'Y~\.'Y5\ PLANTING HOLE.
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~~~ V V T Y.., ~~'\.\\:: 3" MULCH LAYER
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FERTILIZER TABLETS ~ ~~~-0z~~~,.~~~~~~Y: ~/: - __ EXISTING UNDISTURBED SOIL
C~IF~RES~~E~R6~~~E ~~~~~~~~~~~~~~~~~
ROOT MASS BETWEEN ~
MIDDLE AND BOTTOM ______ MIN. 3 TIMES THE WIDTH
OF ROOT MASS. OF THE ROOTBALL
<
TILLED AND LOOSENED
NATIVE SOIL BACKFILL
EXISTING UNDISTURBED SOIL
5. The planting soil shall be the approximate proportions as follows: 50% sand and 50% organic material consisting of
native peat, well-decomposed sawdust, leaf mold and top soil. It shall provide a good pliable and thoroughly mixed
medium with adequate aeration, drainage and water-hOlding capacity. It shall also be free of all extraneous debris,
such as roots, stones, weeds, etc.
3 TO 5 TIMES WIDTH
OF ROOTBALL
-
ROOTBALL
SHRUB & GROUNDCOVER PLANTING DETAIL
6. All planting areas shall receive a 3" layer of recycled hardwood log mulch, which is to be watered-in after installation.
7. The plant material schedule is presented for the convenience of the Landscape Contractor. In the event of a discrepancy
between the plan and the plant key, the plan shall prevail.
N.T.S.
-A
-f5
8. Plants shall meet size, container, and spacing specifications. Any material not meeting specifications shall be removed
and replaced at the contractor's expense.
TRUNK SHALL BE MAINTAINED
IN A VERTICAL POSTION
PALM PLANTING DETAIL
9. All tree and shrub locations are subject to change. All locations shall be approved by the City Project Manager
prior to planting.
10. The Landscape Contractor shall be responsible for examining fully both the site and the bid documents. Discrepancies
in the documents or the actual site conditions shall be reported to the City Project Manager
in writing at the time of bidding or discovery. No account shall be made after contract completion for failure to report
such condition. or for errors on the part of the Landscape Contractor at the time of bidding.
L'-
N. T.5.
#12 GAUGE WIRE AND
PROTECTIVE RUBBER HOSE
11. The Landscape Contractor shall be responsible for securing all necessary applicable permits and licenses to perform
the work set forth in this plan set and the specifications.
12. Plant material shall be bid as specified unless unavailable, at which time the City Project Manager
will be notified by telephone and in writing of intended changes.
13. Any and all questions concerning the plan set and/or specifications shall be directed to the City Project Manager
at (727) 562-4737.
INSTALL TOP OF ROOT BALL
3-4" ABOVE FINISH GRADE
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2"X2" WOODEN STAKE
3" MULCH LAYER
(1' OVER ROOT BALL)
ROOT BALL:
PLANTING HOLE SHALL BE
2' LARGER THAN THE
ROOT BALL DIAMETER
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14. There shall be no additions, deletions or substitutions without the written approval of the City Project Manager.
15. The Landscape Contractor shall guarantee, in writing, plant survivability for a period of twelve (12) months from final
acceptance by the City Project Manager.
FINISH GRADE
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IRRIGATION NOTES
16. All dimensions to be field-checked by the Landscape Contractor prior to landscape material installation. Discrepancies shall
be reported immediately to the City Project Manager.
17. All materials must be as specified on the landscape plan. If materials or labor do not adhere to specifications, they will
be rejected by the City Project Manager with proper installation carried out by Landscape Contractor at no additional cost.
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A low volume irrigation system, that provides 1 00% coverage to all proposed
plantings, will be designed and installed by the Contractor.
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EXISTING UNDISTURBED SOIL -
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2.
The proposed Irrigation System must meet or exceed all applicable City code
requirements. (i.e., Back Flow Prevention, Automatic Rain Shutoff Device, etc...)
Irrigation shop drawings must be submitted and approved by owner prior to the
Commencement of work.
20. Existing sod shall be removed as necessary to accomodate new plantings.
18. All permits necessary are to be provided by the installing contractor unless otherwise specifically stated in the specifications.
PINE TREE PLANTING DETAIL
3.
19. No contractor identification signs shall be permitted on the project, except for the project information signs.
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4.
Irrigation system must be inspected and accepted by owner
prior to installation of mulch.
Irrigation as-built drawings, which accurately and clearly identify all modifications
&/or substitutions, must be submitted prior to final inspection and acceptance.
The existing 5/8" water meter will be utilized for this Irrigation System.
The Landscape Contractor must coordinate the placement and power supply for the
irrigation control timer with the City and the General Contractor.
The following irrigation system components will be utilized, per each manufacturers'
specifications.
Toro-Netafim TechLine Self Cleaning, Pressure-Compensating Emitter Line
HARDIE - Raindial 6 Station Outdoor Control Timer
Richdale - 214APR 1" Electric Valve
Amtec - 10" Round Valve Box.
All trees and shrubs shall be fertilized wi1th "Agriform" 20-15-5 planting
tablets at time of installation and prior to completion of pit
backfilling. Toblets shall be placed uniformly around the root mass at
a depth that is between the middle and bottom of the root mass.
APPLICATION RATE:
1 Gallon can:
3 Gallon can:
5 Gallon can:
7 Gallon can:
21. Any existing sod areas that are unnecessarily disturbed during the landscape installation shall be resodded to
match existing.
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22. The Landscape Contractor will be responsible for the collection, removal, and proper disposal of any and all debris
generated during the installation of this project.
ALL SHRUBS/GROUNDCOVER
TO BE TRIANGULAR SPACING.
SEE PLANT LIST FOR (O.C.) SPACING.
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FERTILlZA TION
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1 - 21 gram tablet
2 - 21 gram tablets
3 - 21 gram tablets
4 - 21 gram tablets
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Palms:
3 - 21 gram tablets each 1/2" of caliper
7 - 21 gram tablets
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PLANT SPACING DETAIL (SECTION)
All groundcover areas shall receive fertilization with "Ozmocote"
time release fertilizer os per manufacturer's specifications.
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100 S. Myrtle Ave., Clearwater, FL 33756
Ph.: (727)562-4750, Fax: (727)526-4755
www.clearwater-fl.com
Disclaimer:
Public information data is fumished by the City of Clearwater
Public Worlcs AdministrationlEngineering, and must be accepted
and used by the recipient with the understanding that the data
received was collected for the purpose of developing a graphic
infrastructure inventory. As such, the City of Clearwater PWAJE
makes no warranties, expressed or implied, concerning the
accuracy, completeness, reliability, or suitability of this data for any
other particular use. Furthermore, the City of Clearwater PWAJE
assumes no liability whatsoever associated with the use or misuse
of such data.
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1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE i.-1nRE STRINGENT TECHNICAL
SPECIFICATIONS AS FOUND IN THE STANDARD SPECIFICATIONS OF THE CITY OF CLEARWATER OR THE CONTRACT
DOCUMENTS AS PREPARED BY KEITH ZAYAC & ASSOCIATES, INC. SPECIFICALI_Y FOR THIS PROJECT.
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2. THE JURISDICTIONAL AGENCY FOR THIS PROJECT IS THE CITY OF CLEARWATER.
DREW SL.
3. THE LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AS SHOWI~ ON THE PLANS AND IT IS THE
CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF THE UTILITIES PRIOR TO CONSTRUCTION IN
PROJECT VICINITY.
CLEVELAND ST
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1 S, R,60'
C~
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S. R, 60
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GULf'- TO BAY- BL VD
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4. THE CONTRACTOR SHALL USE APPROPRIATE MEASURES TO PREVENT EROSION AND TRANSPORT OF SEDIMENT
TO INLETS, SURFACE DRAINS, LAKES AND WETLAND AREAS. THE CONTRACTOR SHALL USE STRAW BALES, SILT
BARRIERS OR OTHER APPROPRIATE MEASURES TO MITIGATE ADVERSE IMPACTS TO EXISTING SURFACE WATER
QUALITY.
5. SPECIAL CA~E IS REQUIRED TO PREVENT DAMAGE TO TREES THAT ARE TO REMAIN. THE CONTRACTOR SHALL
BE LIABLE FOR ALL FINES DUE TO DAMAGE OF TREES THAT ARE DESIGN A TED TO BE SAVED DURING
CONSTRUCTION.
6. THE CONTRACTOR IS TO CONTROL ALL FUGITIVE DUST ORIGINATING ON THE PROJECT BY WATERING OR OTHER
METHODS AS REGUIRED.
7. NO DEBRIS SHALL BE ALLOWED TO ENTER THE EXISTING SANITARY AND SEWER SYSTEMS.
8. ARCHITECTURAL INFORMATION PROVIDED BY MOURIZ SALAZA ARCHITECTS AND PLANNERS.
9. BACKFLOW PREVENTION DEVICES MUST BE INSTALLED BY THE CONTRACTOR.
10. TRAFFIC CONTROL DEVICES SHALL BE INSTALLED AND MAINTAINED AT APPROPRIATE LOCATIONS IN
ACCORDANCE WITH THE STANDARDS SET FORTH BY THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AS
ADOPTED BY THE FLORIDA DEPT. OF TRANS. UNDER RULE 14-15.010, FLORIDA ADMINISTRATIVE CODE, AND CITY
OF CLEARWATER DEVELOPMENT CODE.
11. LOCATIONS OF TRASH DUMPSTERS TO BE COORDINATED WITH THE CITY OF CLEARWATER SANITATION
DEPARTMENT. ALL DUMPSTERS WILL BE INSIDE THE BUILDING AND ROLLED OUT FOR PICK UP. IT IS THE
RESPONSIBILITY OF THE OWNER TO ROLL THE DUMPSTER TO A DESIGNA TED LOCATION AT AN ASSIGNED TIME AS
APPROVED BY THE SOLID WASTE SUPERINTENDENT.
12. SITE LANDSCAPING WILL BE IN ACCORDANCE WITH SECTION 42.27 OF THE CITY OF CLEARWATER LAND
DEVELOPMENT CODE.
13. SITE LIGHTING SHALL BE PROVIDED IN COMPLIANCE WITH THE CITY OF CLEARWATER CODE REQUIREMENTS. ALL
SITE LIGHTING TO BE DIRECTED AWAY FROM ADJACENT RESIDENTIAL AREAS.
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CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST
EDITIONS OF FLORIDA DEPARTMENT OF TRANSPORTATION,
ROADWAY AND TRAFFIC DESIGN STANDARDS AND CITY OF
CLEARWATER LAND DEVELOPMENT CODE & ENGINEERING
STANDARDS.
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Prepared For:
~@[ffi1T[K] ~~~[ID~[ljjtf D~W[E~1T~[E~1T CGJ[ffi@lU~0 D~CGo
1] ~~~ [llXffi[E'J\Y ~1J1ffi[E[E1f
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14. SEE SURVFY FOR ALL EXISTING LOT LINES, EASEMENTS, ETC. WITHIN PROJECT AREA.
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15. SEE ARCHITECT'S PLAN FOR LAYOUT O~RKING AREAS~
-
16. ELEVATIONS ARE BASED UPON CITY OF CLEARWATER BENCH MARKS. CONTROL BENCH MARKS USED ARE
DESIGNATED (0) "DE-2", A FOUND 6" DIAMETER CONCRETE MONUMENT WITH A CITY OF CLEARWATER DISK
STAMPED "DE-2", ELEVATION= 5.624' AND (b) "DE-3, A FOUND CITY OF CLEARWATER DISK IN A CONCRETE
SIDEWALK STAMPED "DE-3", ELEVATION= 5.449'. (MEAN HIGH WATER LINE ELEVATION NOT INCLUDED)
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Prepared By:
Kell~h Z~Y~lC &, A~~(Q)lCll~~e~
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"INVESTIGATE BEFORE YOU EXCAVATE"
CALL SUNSHINE @ 1-800-432-4770
FL. STATUTE 553.851 (1979) REQUIRES A
MIN. OF 2 DAYS AND MAX. OF 5
DAYS NOTICE BEFORE YOU EXCAVATE.
1.
OWNER:
2.
ARCHITECT:
s)~T[E DATA
3.
ENGINEER I LANDSCAPE ARCHITECT:
4.
5.
EXISTING ZONING:
FLOOD ZONES
6.
SETBACKS REQUIREMENTS:
PARKING GARAGES
FRONT 15-25 FT
SIDE 10 FT
REAR 10- 20 FT
7.
8.
NORTH MANDALAY INVESTMENT GROUP, INC.
1822 DREW STREET
CLEARWA TER, FLORIDA 33765
PHONE
MOURIZ SALAZAR
7695 S. WEST 104 TH STREET
MIAMI, FL 33156
(305) 273-9911
KEITH ZAYAC & ASSOCIATES, INC.
101 PHILIPPE PKWY STE 205
SAFETY HARBOR, FL 34695
(727) 793-9888
T (TOURIST DISTRICT)
ZONE" AE" (PER FIRM COMMUNITY-PANNEL NUMBER)
12509 60007D (AUGUST 1991)
ATTACHED DWELLINGS
FRONT 10-15 FT
SIDE 10 FT
REAR 10-20 FT
RETAIL SALES & SERVICES
FRONT 10-15 FT
SIDE 0-10 FT
REAR 10- 20 FT
REFUSE COLLECTION WILL BE BY DUMSTERS LOCATED WITHIN PARKING GARAGE
PROJECT LAND TABULATION
A. TRACT SIZE
BLOCK I (SOUTH)
BLOCK II (NORTH)
ADJACENT OFF SITE
TRACT
TOTAL
4.80 AC
5.35 AC
1.23 AC
C~ 11.3_8 A~
B. MAXIMUM ALLOWED DENSITY
10.67 AC
10.67 AC x 30 DUlAC = 320 UNITS
20% TRANSFER = 64 UNITS
TOTAL
384 UNITS
C. RETAIL I RESTAURANT
BLOCK I 20,145 SF.
FRENCHIS REST';
FISH STORE
PIER 60 RESTAURANT
SUB- TOTAL
BLOCK II
PAPAYA RESTAURANT
SUB- TOTAL
GRAND TOTAL
D. FLOOR AREA RATIO
ACCESSORY USE
TO MARINA
FLOOR AREA OF
RETAIL I RESTAURANT
TOTAL
E. PARKING REQUIRED
1. RETAIL BLOCK I (S)
BLOCK II (N)
TOTAL
.3 SPACES I
PIER 100j> SF.
i-'1&li(8IiJ;- 5
COVER SHEIET
GENERAl NOTES
EX~STING SURVEY
12,200 SF.
3,800 SF.
36,145 SF.
7,000 SF.
3,000 SF.
10,000 SF.
46,145 SF.
15,000 SF.
31,145 SF.
46,145 SF.
26,145 SF.
7,000 SF.
33,145 SF.
133 SPACES
2. RESTAURANT
FRENCHIES
PIER 60 REST.
PAPAYA REST.
BLOCK I 10,000 SF,
BLOCK I 3,800 SF.
BLOCK II 3,000 SF.
TOTAL . \. ~ \ ~
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'10 ~PACES I
PIER 1000 SF.
SUB- TOTAL
3. MARINA
EXISTING MARINA
FUTURE MARINA
PROPOSED TOTAL
EXISTING PHASE
FUTURE PHASE
1 SPACES I
2 BOAT SLIPS
TOTAL
4. CLUB HOUSE
7 SPACES I
PIER 1000 SF.
16,800 SF.
168 SPACES
301 SPACES
100 SLIPS
150 SLIPS
250 BOAT SLIPS
50 SP ACES
75 SPACES
125 SPACES
5,000 SF.
FOR PUBLIC
35 SPACES
ClEARWAlrER~ FlOR~DA
S[EC1~ON f8~ 10WNSH~P 29) SOU1H~ ~NG[E 15 [EASl
5. CONDOMINIUMS
384 UNITSx1.5 SP./UNIT= 576 SPACES
TOTAL
1037 SPACES
6. ADDITIONAL
CONDO PARKING
(NOT REQUIRED )
204 SP ACES
TOTAL
1241 SPACES
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1; PARKING PROVIDED
BLOCK I BLOCK II
___ 1
TOTALS
508
362
459
54
LEVEL 1 176
LEVEL 2 1 53
LEVEL 3 233
STREET 22
SPACES TOTAL
332
209
226
32
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EROSION & SIEIDIMIENIii A TION CONiROllPLAN
DEMOUTION PILAN
HORIZONTAL CONl'ROl PLAN
PAV~ING, GRADING & DRAINAGE PLAN
UT~UTY PLAN
SITE DETAILS
STORM DElI" AILS
unr~UTY DIET AILS
LANDSCAPE PlAN
LANOOCA/PlE DErAlDLS
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25&26
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GEN ERAL CONSTRUCTION NOTES
CLEARING AND SITE PREPARATION NOTES
WATER SYSTEM NOTES
DRAINAGE SYSTEM CONSTRUCTION NOTES
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1. ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM (1929).
2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND
OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE
TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS,
ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER
FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION.
1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION
PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S
TREE ORDINANCE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES
IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN
APPROVAL FROM THE OWNER. ONLY "GRADING BY HAND" IS PERMITTED WITHIN THE CANOPY
LINE OF TREES THAT ARE TO REMAIN.
1. A VERTICAL CLEARANCE OF 18 INCHES SHALL BE MAINTAINED BETWEEN SANITARY SEWERS
AND WATER MAINS. IF CLEARANCE CANNOT BE ACHIEVED BY ADJUSTING WATER MAINS
THE SANITARY SEWER SHALL BE CONSTRUCTED OF DUCTILE IRON CLASS 54 A MINIMUM
OF 10 FEET ON BOTH SIDES OF THE CONFLICT POINT. AS AN ALTERNATIVE THE
SANITARY SEWER MAY BE PLACED IN A SLEEVE OR ENCASED IN CONCRETE FOR THE
REQUIRED 10 FEET ON EACH SIDE OF THE CONFLICT POINT.
2. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS
AND SANITARY SEWER.
1. STANDARD INDEXES REFER TO THE LATEST EDITION OF FDOT "ROADWAY AND TRAFFIC
DESIGN STANDARDS".
2. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) WITH
RUBBER GASKET JOINTS UNLESS OTHERWISE NOTED ON PLANS. ALL DRAINAGE STRUCTURES
SHALL BE IN ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS UNLESS
OTHERWISE NOTED ON PLANS.
6. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO
ROADWAY BASE AND SURFACE CONSTRUCTION.
7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND
INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE
CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND
SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION.
8. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISIONS
AND/OR LATEST EDITION.
9. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE
VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK.
2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION
IN ACCORDANCE WITH THE SOILS TESTING REPORT. COPIES OF THE SOILS REPORT ARE
AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING COMPANY. QUESTIONS
REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO
BE DIRECTED TO THE SOILS TESTING COMPANY.
3. CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY
FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR PLANTED WITH
OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION.
4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE
STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING
PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER.
5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF-
SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS.
3. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER.
3. PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO THE CENTER OF DRAINAGE STRUCTURES
WITH THE EXCEPTION OF MITERED END AND FLARED END SECTIONS WHICH ARE
INCLUDED IN LENGTHS.
3. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO
CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY
CONFLICT BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA.
4. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND
SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES IN
ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES IN
ADVANCE OF CONSTRUCTION, BY CALLING FLORIDA SUNSHINE STATE ONE CALL CENTER
OF FLORIDA, INC. AT 1-800-432-4770.
5. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES,
ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED
BY THE CONTRACTOR.
4. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND
SPECIFICATIONS.
4. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE
TRAFFIC RATED FOR H-20 LOADINGS.
5. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER TO BE RESOLVED BY
ADJUSTING THE WATER LINES AS NECESSARY.
11. AT LEAST 3 WORKING DAYS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY
THE ENGINEER AND APPROPRIATE AGENCIES AND SUPPLY THEM WITH ALL APPROVED
SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE. PROJECTED SCHEDULE.
AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING
THE ENGINEER OR WITHOUT AGENCY INSPECTOR PRESENT MAY BE SUBJECT TO REMOVAL
AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE.
7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO
DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING ANY
EXISTING STRUCTURES FROM THE SITE.
8. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED
FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE
CONTRACTOR/SUBCONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR
ACCURACY PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY. IT SHALL BE THE
CONTRACTOR'S/SUBCONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES
AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE
UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR/SUBCONTRACTOR SHALL
EXERCISE CAUTION WHEN CROSSING ANY UNDERGROUND UTILITY, WHETHER SHOWN ON
THE PLANS OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES WHICH INTERFACE
WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE UTILITY
COMPANIES AND THE CONTRACTOR/SUBCONTRACTOR SHALL COOPERATE WITH THE
UTILITY COMPANIES DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE
CAUSED TO THE CONTRACTOR/SUBCONTRACTOR BY THE VARIOUS UTILITIES SHALL BE
INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED.
6. CONTRACTOR TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER SERVICE
LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION.
7. THRUST 8LOCKING SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN ON
DETAILS.
8. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE
IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES. PLANS, AND
SPECIFICATIONS FOR CONSTRUCTION, lATEST REVISION THEREOF AND SUPPLEMENTAL
SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION OF ALL POTABLE WATER
SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE COORDINATED THROUGH THE
LOCAL REGULATORY AGENCY DEPARTMENT OF PUBLIC UTILITIES.
5. CONTRACTOR TO SOD THE DETENTION POND AS INDICATED ON PLANS WITHIN ONE WEEK
FOLLOWING CONSTRUCTION OF THE POND.
6. ALL STORM DRAINAGE STRUCTURES DEEPER THAN TEN (10) FEET TO HAVE LADDER BARS.
7. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM
THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY.
8. PROTECTION OF EXISTING STORM SEWERS SYSTEMS:
DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT
SHALL BE PROl ECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE,
ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION
PROGRESS.
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6. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS AND APPROVALS PRIOR TO REMOVING
ANY EXISTING STRUCTURES.
1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, THRUST BLOCKING,
HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY
PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO
BE IN ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO
NOTIFY OWNER'S ENGINEER AND COUNTY INSPECTORS 48 HOURS IN ADVANCE OF
PERFORMING TESTS.
TESTING AND INSPECTION REQUIREMENTS
1. THE STORM DRAINAGE PIPING SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION
BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. CONTRACTOR
TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION.
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9. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE
CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY AND
THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD
AND BRIDGE CONSTRUCTION, 1996, OR LATEST REVISION THEREOF AND SUPPLEMENTAL
SPECIFICATIONS THERETO.
10. CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER SHOP
DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS. FAILURE TO OBTAIN
APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT
CONTRACTOR'S EXPENSE.
10. CLASS "B" TYPE I BEDDING SHALL BE USED UNLESS INDICATED OTHERWISE ON THE
DRAWINGS, OR BY THE ENGINEER.
WATER SYSTEM TESTING AND INSPECTION REQUIREMENT NOTES
12. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER
WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS AND UTILITY COMPANIES. IT
WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS
ACTIVITIES, WHERE NECESSARY WITH OTHER CONTRACTOR AND UTILITY COMPANIES.
2. CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL SAMPLING AND OBTAIN
CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OF ALL BACTERIOLOGICAL TESTS TO
BE SUBMITTED TO OWNER'S ENGINEER.
2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL
ACCEPTANCE OF THE PROJECT. THE STORM SYSTEM WILL BE INSPECTED BY THE OWNER'S
ENGINEER PRIOR TO APPROVAL FOR CERTIFICATE OF OCCUPANCY PURPOSES.
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PAVING AND GRADING NOTES
13. ALL DISTURBED AREAS WITHIN PUBLIC RIGHT-OF-WAY ARE TO BE RESTORED TO ORIGINAL
CONDITION OR BETTER.
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST
COLLAPSE AND WILL PROVIDE BRACING SHEETING OR SHORING AS NECESSARY.
TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED.
DEWATERING SHALL BE USED AS REQUIRED.
SANITARY SEWER NOTES
14. REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS
WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING
CONDITIONS BEFORE COMMENCING CONSTRUCTION WORK UNLESS SPECIFICALLY
EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION
AND NO EXTRA COMPENSATION IS TO BE ALLOWED.
SAFETY NOTES
2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM
THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY.
1. A HORIZONTAL SEPARATION OF 10 FEEi SHALL BE MAINTAINED BETWEEN WATER MAINS AND
SANITARY SEWER.
1. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL SAFETY
REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL
BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE
SAFETY OF HIS PERSONNEL. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE
PROVISIONS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF
TRANSPORTATIO>L
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15. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED ARE TO BE SEEDED AND MULCHED
TO FOOT STANDARDS AND MAINTAINED UNTIL A SATISFACTORY STAND OF GRASS
ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD HAVE BEEN
OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK, AND OTHER
EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR/SUBCONTRACTOR
UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE BY THE REGULATORY AGENCY AND
ENGINEER OF RECORD.
3. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE
GRADE UNLESS OTHERWISE NOTED ON DRAWINGS.
4. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT
SYSTEMS OF TREES SHOWN TO BE SAVED. CONTRACTOR TO COORDINATE WITH OWNER'S
ENGINEER PRIOR TO ANY ELEVATION CHANGES.
2. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND
SPECIFICATIONS.
3. SANITARY SEWER MAINS AND LATERALS SHALL HAVE A MINIMUM COVER OF THREE (3) FEET
AND SHALL BE INSTALLED ACCOMPANIED BY A METAL TAPE SIMILAR TO "TERRATAPE"
COLORED GREEN AND LAID ONE FOOT ABOVE THE PIPE.
2. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF THE STATE OF
FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY
CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS SHALL BE FOLLOWED IN THE
DESIGN APPLICATION, INSTALLATION, MAINTENANCE, AND REMOVAL OF ALL TRAFFIC
CONTROL DEVICES, WARNING DEVICES, AND BARRIERS NECESSARY TO PROTECT THE
PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE PROJECT LIMITS.
5. CONTRACTOR TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER
AT ABUTMENT OF CONCRETE AND ANY STRUCTURE.
16. CHAPTER 77-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL
GAS UTILITIES A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATING. MAPS SHOW
ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND DO NOT SHOW SERVICE LINES. THE
ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAINS OR SERVICE LINES IS BY AN or'J-
SITE INSPECTION BY THE RESPECTIVE GAS PERSONNEL. THEREFORE, EXCAVATORS ARE
INSTRUCTED TO TELEPHONE THE RESPECTIVE GAS COMPANY TWO WORKING DAYS
BEFORE ENTERING A CONSTRUCTION AREA.
6. ALL PAVEMENT MARKINGS SHALL CONFORM TO FOOT STf\NDARD INDEX NO. 17346,
SHEETS 1-7.
1. DRAWINGS TO BE LEGIBLY MARKED TO RECORD ACTUAL CONSTRUCTION.
2. DRAWINGS SHALL SHOW ACTUAL LOCATION OF ALL WATER AND WASTEWATER
PIPING AND RELATED APPURTENANCES, BOTH ABOVE AND BELOW GROUND. ALL
CHANGES TO PIPING LOCATION INCLUDING HORIZONTAL & VERTICAL LOCATIONS OF
UTILITIES & APPURTENANCES SHALL BE CLEARLY SHOWN AND REFERENCED TO
PERMANENT SURFACE IMPROVEMENTS. DRAWINGS SHALL ALSO SHOW ACTUAL
INSTALLED PIPE MATERIAL, CLASS, ETC.
3. DRAWINGS SHALL CLEARLY SHOW ALL FIELD CHANGES OF DIMENSION AND DETAIL
INCLUDING CHANGES MADE BY FIELD ORDER OR BY CHANGE ORDER.
4. DRAWINGS SHALL CLEARLY SHOW ALL DETAILS NOT ON ORIGINAL CONTRACT
DRAWINGS BUT CONSTRUCTED IN THE FIELD. ALL EQUIPMENT AND PIPING
RELOCATION SHALL BE CLEARLY SHOWN.
5. LOCATIONS OF ALL MANHOLES, HYDRANTS, VALVES, & VALVE BOXES SHALL BE
SHOWN. ALL VALVES SHALL BE REFERENCED FROM AT LEAST TWO (2) AND
PREFERABLY THREE (3) PERMANENT POINTS.
7. CONTRACTOR SHALL TRIM, TACK, AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE
NEW PAVEMENT MEETS EXISTING PAVEMENT.
8. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES
OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS,
AND STORM SEWERS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH, OR OTHER
SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS
TO ENTER AND EXIT THE SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL
AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF-SITE EITHER
BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE
SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES.
9. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR
SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION, OR OTHER
ACCEPTABLE METHODS.
10. THERE IS TO BE NO DISCHARGE (I.E. PUMPING, SHEET FLOW, SWALE, DITCH, ETC.)
INTO EXISTING DITCHES OR CANALS WITHOUT THE USE OF SETTLING PONDS. IF THE
CONTRACTOR DESIRES TO DISCHARGE INTO THE EXISTING DITCHES OR CANALS A
SETTLING POND PLAN PREPARED BY THE CONTRACTOR MUST BE SUBMITTED TO AND
APPROVED BY THE ENGINEER OF RECORD AND LOCAL REGULATORY AGENCY PRIOR TO
CONSTRUCTION.
SANITARY SEWER TESTING AND INSPECTION REQUIREMENT NOTES
3. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET
FORTH IN THE HANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S.
DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION.
1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S
ENGINEER. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE
INSPECTION.
4. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND ENFORCE
ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS BEEN PROVIDED
FOR THE CONTf<ACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR
ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS.
17. RECORD DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING
INFORMATION ON A SET OF THE APPROVED PLANS CONCURRENTLY WITH CONSTRUCTION
PROGRESS. WITHIN TWO (2) WEEKS FOLLOWING FINAL INSPECTION THE CONTRACTOR
SHALL SUBMIT ONE (1) SET OF RECORD DRAWINGS TO THE ENGINEER. THE
FINAL RECORD DRAWINGS SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS:
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12 CB 4.69
13 CB 4.68
14 CB 4.91
15 CB 4.70
16 CB 4.38
17 CB 4.50
18 CB 4.15
19 CB 3.89
20 CB 3.80
21 CB 5.0
22 CB
23 CB 4.40
SANITARY
# STRUCTURE GRATE
50 MH 5.48
51 MH 5.16
52 MH 4.64
53 MH
54 MH
55 MH
56 MH 4.45
SEC. 8,
TWP. 295, RGE.
15E
INVERT
-0.10 E
-0.36 E
3.05 E
2.84 6 S
1.55 8"W
2.38 S
2.18 N
2.59 12"E
1.60 E
1.92 N&W
1.97 N&E
S)I8'I lECEMJ:
Cf - CM tMine
El = Cone Monument
. = Fire Hydrant
(- - Guide Mre
x:x = Light Pole
<'Q, = PowtJr Pole
WI - WattJr MBter
e = Wat",. Volve
o = Drainage Manhole
e - Sanitary Manhole
(0 - FPC Manhole
C = GTE ManholB
o = Utility Manhole
o = Catch BasIn
El = Grate Inlet
UTIlITY lINF lECEMJ:
GAS LINE - G
WA TER LINE
STDRMUNE
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IPt1 = FIorldt1 """'" Corpcrr1tlon
",. - Found Plndltld ",.
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lA - Landa:<1ptI ATH
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.. - A/It.,.d End Stlctlon
;:: - ItIartI at" L_
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LEGAL DESCRIP T/ON:
A SURVEY OF ALL OF BLOCKS BAND C, BARBOUR-MORROW SUBDIVISION AS RECORDED IN
PLA T BOOK 23, PAGE 45 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
TOGETHER WITH THE RIGHT OF WA Y FOR EAST SHORE DRIVE LYING BETWEEN SAID
BLOCKS B &' C, BARBOUR-MORROW SUBDIVISION AS RECORDED IN PLA T BOOK 23,
PAGE 45 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
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-0.46
-0.26 N
1.82 N
0.68
THIS LOT UES ENllREL Y WITHIN
FLOOD ZONE AE. ACCORDING TO
FLOOD INSURANCE RATE MAP NO.
125096 00070; 8/19/91
CITY OF CLEARWATER, FL. BFE- 10.0, 11.0, 12.0
Nom TliIS SURVEY IS CERTIfiED TO TliE PARTIES AS USTED AND
IS NOT TRANSfERABlE. SHOULD CHANGES TO OR ON TliE PROPERTY
OCCUR. E1TliER PHYSICAL OR AS RECORDED, TliIS SURVEY IS INVALID.
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NOTE:
ELEVA T/ONS ARE BASED ON CITY OF CLEARWA TER BENCH MARKS.
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BASIS OF BEARINGS
AS PER PLAT
Note: Copies of this Survey
are not valid unless embossed
with signing Surveyor's seal.
FI'1
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I do furth. certify that the IUrwy repreeented h.eon meets the requirement. of the Florida Statut..
472.027 Chapt. 81G17-8, Florida Admlnl8tratl.... Code.
Ronald L Hughes. P.S.M. #3747
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al - GhJttl InItII
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# STRUCTURE GRATE INVERT
24 CB 5.04 -1.19E&W
25 CB 4.45 0.18N&S
26 GRATE 4.52 -2.53W
27 CB 4.64 0.22N&W
28 CB 4.23 2.10 W
29 CB 4.18 2.74 W
30 CB 4.89 -1.32E&W
31 GRA TE 5.03 1.54
32 GRATE 4.64 .57 W
33 GRATE 4.66 .51 W
34 GRATE 3.80 -0.06W
35 GRATE 4.55 -0.25E
36 GRATE 4.86 -0.09W
37 GRATE 4.77 -0.36E
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CORAL MOTEL, A CONDOMINIUM
CONDO BOOK 42 PAGE 114
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G = Cone Monument
() = Fire Hydrant
(- = Cuide m-re
x:x = Ugh t Pole
'\h = Power Pole
~ = Water Meter
H = Water Valye
C = Drainage Manhole
S = Sanitary Manhole
() = FPC Manhole
C = CTE: Manhole
o = UfI7ity Manhole
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57 MH
58 MH
59 MH 5.48 -0.36E
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ATER BEACH
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LEGAL DESCRIP TION:
A SURVEY OF ALL OF BLOCKS BAND C, A REPLA T OF BLOCK A AND LOTS 1-15,
BLOCK B, CLEARWA TER BEACH PARK FIRST ADDITION AS RECORDED IN PLA T BOOK 21,
PAGE 21 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
.S9
11
A.
x
1 STORY
FRAME
13
.Ii
S1
.60
TOGETHER WITH THE RIGHT OF WA Y FOR EAST SHORE DRIVE LYING BETWEEN SAID
BLOCKS B & C, A REPLA T OF BLOCK A AND LOTS 1-15, BLOCK B, CLEARWA TER BEACH
PARK FIRST ADDITION AS RECORDED IN PLA T BOOK 21, PAGE 21 OF THE PUBLIC RECORDS
OF PINELLAS COUNTY, FLORIDA.
. e&
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BASIS OF BEARINGS
AS PER PLAT
.SI.
15
A
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THIS LOT UES ENTIREl. Y WITHIN
FLOOD ZONE AE ACCORDING TO
FLOOD INSURANCE RATE MAP NO.
125096 00070; DATE 8/19/91
CITY OF CLEARWATER, FL. BFE= 10.0,11.0,12.0
Note: Copies of this Survey
ore not valid unless embossed
with signing Surveyor's seol.
NOTE: THIS SURVEY IS CERTIFIED TO THE PARTIES AS USTED AND
IS NOT lRANSFERABLE. SHOULD CHANCES TO OR ON THE PROPERTY
OCCUR. EITHER PHYSICAL OR AS RECORDED, THIS SURVEY IS INVAUD.
2 STORY CBS
1..91
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ORIGINAL DATE:
o
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KEZ
03.19.03
SHEET
~ 3 O~ ~1
- ~ t
>. 0
" ...J
:a ~
"0 C
" .-
o .Jl:
0:: :.
.~
CD.
... .0
...
- 4" Drop at All Drives
5" 1"
~ Q /" ':2"R r Wearing Surface
~~::::;::~ -L
~ :,.tli::,'<!, x x x x x )()()(
~~ i;{<~ ,I
~/.,...", N
:::::::::: .....
~:~:::'~:', ...
/Y //~ :!k/!!!):i. " . Compacted, , . . .
0~. '~' . . , , ,Subgrade ' . . .
/.'; 6" 7"
~' .. .."., ~"6.~y~~~,
> .,...". ~'W~~hY^
~';, , . . . , . ~~
~,/ ^ V" v/'/)';-'/);;:'7
/, //~/>~ / /... / /" / /'
Base
STRAIGHT CURB
3'
I V- Back of Curb
:.. ~,:'
^^^J' x X/X A f'...AAA-v...)
/ 'N '"
Face of ----./
Curb ~
C'
:.
"
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in
,
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_ Construction Symmetrical
About Driveway C L
Wearing
Surface
3' TRANSITION A T DRIVES
1 '
Property Line
t t
I~ -e
. ::I
~ U
.- .
11 i
!"'II!
~1'
/)
~
-Driveway --~
-- Low Curb---
40' Min.-
-- Low Curb --- I
-Orlveway--
43' Min.
'--1'
~
Property Line
1'- I- -
I....
It Il
o ::I
. U
.~ .
.... 0
C...J
~ ,
i:A
~'
1-
~.
35'
24'
35'
~ ~
l'!, q
~ ~
~r ~r
~ ~
l'!, C!,
~ ~
S' ?'
t t
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::I .
U !II
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111
I:JII"
!
1
!
BIo..
~It
::I .
U CD
. .~
o ....
...Je
, ~
]
c-- 4" Drop at All Drives
,
N
...
.f1Z-R
6" r , r Wearing
~1'):::4,t -.r l"R ~ ~ Sur',c.
y. ,~:.::J\ /.0 L!
t ~:::::~::.: . ...."?J',. ' ,/,./' xxxx
// .p',,' ....., .~' " " .". " ,
// :::':,',::~<,'<f::::3/4"R .,'.:::' B
'/~ vj~~ " ~, : : . : :p.: " , " : ~ : : : : : : ,'.: ' : :A' : : " .~: : au
').0/ ,).. f'~"", ....'~,. " !"",<Jt .' .'
f,'" f~ f .,',,' .' .' " ", " .' ,"..' .' .
~'.6~',!'. ". '24... , """'1 c;mpactl!d'
~, . . . . , , . , . , . , . , . . S'ubgrade .
~<<;(<<<<<<<<<~~~~~~. ~~
" /Y~%~
NOTE: When used on high side of roadways, the cross slope of the gutter
shall match the cross slope of the adjacent pavement and the
thickness of the lip shall be 6", unless otherwise shown on plans.
TYPE I CURB
NOTES:
1. There shall be a 1/2" seal joint between
back of curb and driveway.
2, Concrete in curbs shall be 3000 psi, with
fiber mesh reinforcing.
CITY OF CLEARWATER, FLORIDA
PUBUC WORKS AD~INISTRATION
ENGINEERING
1 4/1/02
REV. DAlE
REDRAVltI BY
Noyo
DiECKED BY
W.J.5,
APP. DElIGNED BY
C.I1.H.
TYPICAL CURB CROSS
SECTIONS
R.... Not.
DESCRIPllON
R.G.
"
Property LIne
-1'
~ Sidewalk
,
~ -Driveway--
f-- Low Curb---
40' Mln.-
43' Min.
I f-- Law Curb---
'1l-Drlveway-
V Sldewal k
- "
l'
Property Line
~ DrIveways to 8egln a mInimum of
40' measured from curb line extended or
'0' from property line. Whi~hever Is greater.
~ - Transition Area
CITY OF CLEARWATER, FLORIDA
PUBUC WORKS AD~INISTRATION
ENGINEERING
STANDARD DRIVEWAY
LOCATIONS AT
INTERSECTIONS
REDRAVltI BY
Rt.lS
DiECKED BY
REV. DAlE
APP. DElIGNED BY
DESCRlPllON
78'
24'
REV. DAlE
CITY OF CLEARWATER, FLORIDA
PUBUC WORKS AD~INISTRATION
ENGINEERING
RED~~ BY MINIMUM TURNAROUND
DIMENSIONS FOR
CLEARWATER SANITATION
TRUCKS
DiECKED BY
DESCRlPllON
APP. DElI~ BY
DAlE
2/91
INDEX ND.
101
10F 2
. l)~lE
10/29;93
INDEX NO.
103
1 OF 2
DAlE
7/'12
INDOC NO.
1.'
2lF 2
1" at All
Drives
,
....
, , ~
'Y'~
/' Y,";,,',".:~:':':':'p.::,':,'.,',--
/ /, 'G:~'," .::':,": :.-,'.~ ,,','.
,"' , ......~"'..v"',~,'.,.,.":<l ,
,~. : .'.,', ,"'~1':,", \0
/" . . " .' ,"." " :. '.Q: . Base
~'.. ,6...' . ' . .' ' '18" .'......_1....
/", .
,j(" ,'. , .
^ ...' .. .' C~mpac!ed S~9ra~e, .'.'.'
<~"~~~~'0~~~
//, //" //,
NOTES.
,
....
r Wearing
Surface
yv)(
MODIFIED CURB
1. There shall be a 1/2"
seal joint between back
of curb and driveway,
5" 1" 2. Concrete in curbs shall
l----=---j .r- 1-112"R be 3000 psi, with fiber
#3 Bar ~,I mesh reinforcing.
CDnl, ~~? :.. r ~uer~~~:
~::~ :'::
~"->>,,'/~ .',' ',4p<xx'xxY'X5<'X'x
~~
~>>
~~
,>>
~ ' . . , ~D~P.~I.d SUbgnd.
%~.
,,'
#3 Bar, 10" Long,
36" O.c.
Base
PIN / DOWELLED CURB
R.O.W.Une --.
lA .I'! ~
/V
BKk of curb or
Idge of paYllllnt
~
,i)
/ r Aaphalt
~
6- COIllpICtId Baa--./
, .1
TYPICAL CROSS SECTION IN R.O.W.
[2-
""'-"l
.:':': ':.':'- ,:'; ", -:.';'
SECTION A-A
NORMAL VALLEY GUTTER CURB
SECTION - SEE INDEX 101
CD-
;.'" .:. <: .':. <..:, :.' ~.':' :.;.:' ."..l
". ", . ',. "
SECTION B-B
NOTE:
Subject to City Engineer's approval.
To be used only in unique situations.
1 4/1/02
REV. DAlE
R.O.W. LIne
~ 1" Drop at
All Drives
r Wearing
Surface
xYYY
a
....
.....
...
3/4"R
r-:~ L,
a I -i;:~::::.q,.,.~":' :,":"::'::l:~"
0\ :-v : : ' : : . " : . : : " , ' '_' ',' .t>' : : " : ~. " , . : ' " ,
y " ~~. .:~.::': ,: .:t..' :.:: ~ ~, ,:: ,:.: :~:',':4 ,"; ,: .:,,::'. r- Base
/ f~ f " .' ..',", . . '".,..... ,"..' _
~.' 6" .' f.' ' 12" .'12""."
:"f" ,'I,' .' , ",,' I. Compacted
~" " . ,','.' " . . S'ubgrade
/" /~/A/~'\<<Y<<~~~xJ~
'''7~0^
V ALLEY GUTTER CURB
~ 1-3/4"R
9" 9"/
3/4"R "I;:IV ' Wearing
, , . ~ r Surface
/ ' , ...
/ / :~,'::", !
'~.. , , , -L
, y:""'::::::~::',' ':\.;' , . J' V)( )( )(
... ....... " "'h" .' II>: " .
... /' 00:-' " ,',. .'.'.r (
x6, . : : : : : : : : : : ' : : : . 3/4 "R ~. ~
)?' ,,~' ,'4'::':<1':'~'~":A':"~" Base
, ~v,,:,",",":,':,'II',", ':1_
/'( . " . . . .
0~" . , .
/~ . 'Compacted Subgrade
MEDIAN CURB
CITY OF CLEARWATER, FLORIDA
PUBUC WORKS AD~INISTRATION
ENGINEERING
R.... Not.
DESCRlPllON
REDRAVltI BY
Noyo
DiECKED BY
WJ.5,
""P. DElI~ BY
TYPICAL CURB
CROSS-SEC TIONS
DAlE
1192
INDEX NO.
101
211F2
R.G.
/~
~
No drivl!way may bl! configured to
result in construction in front
of adjacent property as property
line is extended to curb or
pavement.
~~9r
140' MIx.
--
6" (one. with ,..
IIesh relnformgD
6x6x1Ox10 win Msh
&:.
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS AD~INISTRATION
R.1l. ENGINEERING
&:. '4/24100 Per TraIn, Eng.
~ 04/24/00 p.,. Zon~g Roqunt
1 10116/95 p.,. Zon~g Roqunt
REV. DAlE DESCRPllON
I
(onstructlon JoInt
PlI'IlIttld ITrP)
-\ '
-A
-B
REV. DAlE
D.D.I1. REDR,:: BY
T.CJ. DiECICED BY
N'f'. IlElI~. BY
DAlE
81'2
INDEX NO.
103
2 OF 2
STANDARD DRIVEW A Y
LOCA TIONS RESIDENTIAL
-
/
. -lI"/.i
v."" .~~
"*"~ (\'\"C'
(fJ
...
1........../
r-- (
6"R IT".
~
L......-. (
LIlIIIts of Concretl Iwlll
Lnltl of par qull'ltlty
PLAN
I~'
H
~
,>l'~.~"~:'<~,,; ~
~ \ 4 16 (ant.....
I..
SECTION [-C
CITY OF CLEARWATER, FLORIDA
PUBUC WORKS AD~INISTRATION
ENGINEERING
CONCRETE SWALE
DET AIL
VALLEY GUTTER CURB
REDRAVltI BY
Novo
DiECKED BY
DAlE
1/P2
INDEX NO.
107
DESCRlPllON
APP. DElIm. BY
10F 1
......
.5 C
- ..
L. e
l! ..
c >
.. "
U Q.
Varies
Slope 114" per Foot
ASDhaltlc concrete
/
..\.'
\ Base course
......
.5 C
- ..
L. e
l! ..
C >
.. "
uQ.
Inside Lane/Lanes Varies
Slope 114" per Foot
Asphaltic concrete
I
\.
.'\,'
\ Base course
NOTES:
1. Pavement materials and thickness, and base materials.
and thickness will be stated in construction drawings
and scope of the work.
2. See construction drawings for curb type and lane
widths.
60' R1W
)0'
r - '.-
115,
~
I
r
~
:-.
.....
c
- CII
o e
CII CII
al>
"0 "
I&J Q.
See Index No. 101
l:.....~.,.
,. " I' .
" ,'-.'
...,... ,
" .
"'" Stabilized/compacted subgrade
when required
2 AND 3 LANE ROAD
4 AND 5 LANE ROAD
~ 4' Cone Skllwllh
". /
~"'.,',....,...",....,'
~
. ,
oJ
Cf
\ I
Y/@~ 90-
30' Max ~/'j / /
&. 5' """ 0 :/./:
o ~
~ :~
~.
!
CL
. . ~. " .;,,"
~
.' , . \. .' . , ' . .' . " . .' . .' . .' . .'
\\.
, ,
. .
4' (one Sldlvllk
NOTE:
CURB ELEVATION TO BE UNIFORM
GRADE FROM p.c ELEVATION TO
P.T. ELEVATION ON DOWNSTREAM
SIDE
7\.
" I,
. .
, .
., '
I. ',: ' . I.
SECTION A-A
NORMAL TYPE I CURB
SECTION - SEE INDEX 101
~
. .
. . I'
',:::::-,~.': .~, :;:..~; :1
' , " I" " " I I
SECTION B-B
NOTE:
Subject to City Engineer's approval.
To be used only in unique situations.
I
Construction Joint
Pwmltted (T)1))
~A\
'-A
Outside Lane Varies
Slope 3/8" per Foot
....
c
- CII
o e
.. CII
al>
-0"
I&J Q.
See Index
No, 101
~'
't ," ,;'':
I'., ','.1,'..
.' "I
~ ~tabilize'd/compa~t~d subgrade
when required
CITY OF CLEARWATER, FLORIDA
PUBUC WORKS AD~INISTRATION
ENGINEERING
REV. DAlE
REDRAYI1ilBY
Noyo
DiECKED BY TYPICAL STREET SECTION
R.c,S,
APP. DElIT~ BY
DESCRIPllON
60' RIW
)0'
r - ....-
&-Y
~
-ss.-/
..t;.
:':~
....
-'. i- r
~,
,'-J
. ,
SI
.>""
.~
. .
~y
...
" ~
~
, .
~...
i::s.-/
.r~
4' (one SIdlvalk
NOTE:
10.00H. = TYPICAL TOP OF CURB ELEVATION
CITY OF CLEARWATER, FLORIDA
PUBUC WORKS AD~INISTRATION
ENGINEERING
REV. DAlE
REDRAVltIBY
Noyo
DiECKED BY
APP. DElI~. BY
TYPICAL TURNING RADII
DESCRlPllON
...
+~,~
..n !i$'. -
~r. 0 fl ")
\)(\~ ~
o~
~
:........; ...
e
-C
6-R (T)1)~
"
-8
-c
Umlt. of concrete ..ale
Umlt. of pay quantity
PLAN
2'-6-
"-4-
.
...
L
t
'.:,: r. ..', . ....... .".'"
, ',.~ '..' "~",:.. '. '.~'
I :~ I
~ \ ~ Ie ContInL.
.
C'iI
.
~
I"
"
SECTION C-C
CITY OF CLEARWATER, FLORIDA
PUBUC WORKS AD~INISTRATION
ENGINEERING
CONCRETE SWALE
DET AIL
TYPE I CURB
REDRAVltIBY
No\lO
DiECKED BY
REV. DAlE
APP. DElI~B~
DESCRlPllON
~ J
~
oo;:::::l ~
g ~
~~ i
@~~ :fi
<.~~ ~
~~~ j
00 ~ 6=1'" ~ 00 Qf') a
~~ ~ .r~~~
N ~~ ~~~i
.-a El F!=l .R~~
~~i ~~~J
fl.. ~ <:} ~ ].i:l ~.a
~ - t?i:) U ~~~
~ ..........
~ {::)"E ~
W
0:::
Cl...
DAlE
1191
INDEX NO.
1f2
10F 1
.
U
~~ ta
o ~
~ 0
~~
Q~
~~
~-~
~
~
o
~Z
LL
o
W
0:::
<(
Cl...
W
0:::
0...
~
o
~
<:
Q
........
~
o
.....:l
~
.....:l
........
<:
~
~
Q
~
~
........
rn
DAlE
7/P2
INDEX NO.
106
lDF2
~
~
~
~
~
w a ~
~ ~ g
f- f-
U U
W W
.. ..
o 0
0::: 0:::
0... Cl...
w
~
<(
Z
f-
W
W
I
Ul
..
~
~
E--1
~
~
<:
~
.....:l
U
>-
m
z
o
F
Cl...
0:::
U
(f)
w
o
~
~
W
f-
<(
o
~
o
z
D::w>-Vl-OZVl
~~lE
7/92
INDEX NO.
108
1 OF 1
<.) N
~ g ~
~ ~~
&,.UJ :~
i'... "':, <1:.
" :", ~~..JJ
'~. .
. Q..
. '''-. '\
,~<....>,;.
C
:J
Z<
0>
i=t;
u Zc
::> ffi ~
Ct: w Vl
.- zO
en C3 ~
Z i3w
o c.1d
Uw
o::c
a:: ~~
o Vlt.?
.. C3Ui
....w
.0:: Vl
t- <~
o >-~
Z CD::>
DRAWN BY: ALG
\l'.;
CHECK BY:
ORIGINAL DATE:
KEZ
01.23.03
SHEET
~ ~ OF 21
,-"'(
-.('.... .,:,p<:-: \3:''<;
'^~ 0<:-"" 1 j,,,,\.' 3' Transition
,J.~r '\( 0<:- ~'r
~O ,..:':i '" ",\<:-~,\.v;- ...... ./
\..,V,l"",v;- ~......-~~/
.~ ~\V ~ I ~
A o( J'\.(1 on A Back of Curb
t / j Non-slip surface require-
/ /d. 'Tnr menls, see Nale 8.
1/ ~
~
NOTE: Wings only if
Side Slooes Reaulre.
Remove Curb if Existing
Exist Conc Drive
12"
1"t---- Max Slope
~
k'
1/2" Exp.
B
t
o
c:
o
(,)
u
.c
i;
~
, ~ Cone
I
ELl
o '-
'- ::J
4-0
Join t
Prooertv / R.O.W. Line
TYPICAL DRIVEWAY CROSS SECTION
SIdewalk
PLAN VIEW
.~ b a
Remove Back of Curb on State or Vertical Curbs with a vertical Saw cut ~ ~ 0-
or Remove entire Curb and Replace as Part of Sidewalk Ramp. 'n 0J ~
Modified and Valley Gutter Curbs ~
join exist back of curb
/ 12" ~ Textured Surface .;, .' ~.)
!/l"~ Max Slope ~ , . .' ,f"......,'~ Back of Curb
l....:-"".' :~~ ." . ,'.-." ".'. . , ,', '..' .... \'. "Remove to an
. " . . "J "'-1/2" Expansion Joint even joint or sawcut
4' Min Residential Street
5' Min Arterial Street
l' City R/W
2' County R/W
1/4" per Foot
. ,'.' . '0' ~ ."',',, ..~.4I' ',~ '.:, I'=-, ,.'.", .-"
3000 psi conc 4" thick. Constr. 6"
thick at driveways with 6x6 *'0
welded wire mesh. See note 7.
SECTION A-A
SECTION B-B
NOTES:
8. Ramps shall have a tactile surface. textured to a depth not
exceeding 1/6" by use of tamp or roller In conformance with
requIrements of FOOT Roadway and Traffic Design Standards.
Detail 304 or most recMt modlflcatlons.
1. Provlds tooled jolnta at dIstance, matchIng the wIdth. Also
place expansIon joints at drIveways.
2. If some physIcal obstruction exIsts which prevents the placing
of sIdewalks a, shown. contact the EngIneering DivIsIon for
alternate locatIon.
3. Wooden and other spacers will not be permitted In sIdewalks or
driveways.
4. No coatIngs of any kind will be permitted on concrete
Illdewalke or driveways wIthout lIpeclflc approval of the CIty
Englnller.
5. All concrete shall bs 3000 psi mIn. 0 26 days. wIth fiber
mesh reinforcing.
6. Concrete lIUrface to be light broom flnlsh.
7. Concrete drIveway conlltructlon sholl be 6" thIck w 6x6/10x10
welded wire mesh reInforcement.
4/8/02
1/r.>
11/83
DAlE
3
Rev. Hol_
2
oddld noli
,
REV.
mod1flecl cur1l cut
DESCRlP110N
Interlocking Concrete Paver
\
\
Concrete Sand
.&. Bedding Course
1/2" - 1"
~J'D
." . . . ., ."
. .
.' ,
. ,"
" 'I.
Course
Granular
Base
Compacted
Sub grade
//!
I/!
INST ALLA TION PA TTERN
R.G.
JWR
M>P.
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TYPICAL SIDEWALK
CONSTRUCTION AND
RAMP DETAIL
RElft.T BY
CHEa<ED BY
T.C.J.
DESIGNED BY
C.M.H.
. {, Sand Filled JOints.
.0:1 ..............I[
,I' :.... "
//!
1//
TYPICAL CROSS SECTION
(Pattern will vary with selected paver)
1 Interlocking paving units shall generally be installed In accordance With manufactures requirements
2 Paver Thickness 23/8" Residential, Light Duty Traffic, 3 1/8" CommerCial. Heavy Duty Traffic
3 Concrete Pavers to conform to ASTM C936-82
.&. I. Course Granular Base shall be In accordance With manufactures requirements 14" mln for 2 3/8" pavers
and 8" min. for 3 1/8" pavers). Granular base shall be crushed concrete or other matenal approved by City Engineer
5 Coloring or dye shall be uniform throughout each concrete paver unit Dipped or externally colored paver units are unacceptable.
6 Pavers shall be Installed With edge restraint and confined With cemented paver units. curbs. poured concrete or other SUitable method
7 Final finished surface shall be of uniform elevation or slope
.&. 8 Subgrade shall be free of clay, organics, or other materials which Will allow future settlement and compacted to 98% AASHTO T -180-57
.&.
5/01
DAlE
REVISED NOTES
DESCRlP110N
REV.
4 "XS" Interlocking Concrete Pavers,
Wash Sand/Cement Mix Into Joints
'"
~
'0
~
on
,
on
'"
'"
o
,
~
---
'"
~
'0
---
c
52
\ 112" - 3/4" Sand Setting Coarse
6" (Mln) Concrete 3000 PSI r Saw Cut Exist. Asph,
\ With Fiber Mesh
1 I" 12"~
'~//~4V~;A//////A"~ . . ~..l~ vf
. 4. . . 12" Ex. Base
. . '. 4 I 4""
.d 4 '" 4 <4 r::::::-:- I
,~ Y; '\.,Y; X~"<"-;""'<'0.. '<"-;" ~', ~./7. A "- y '\..'Y. "'\(,,0...~0...'<:;("
~>>~~W'>>>~~/ %' / I "1M ~k/'>0'>0'A/A/~>>
, , y''I. 0... ~~ 1....:V: ~j ~ /0... Y0... Y0... Y0... Y0... Y0... y'
,"', ,-.....' ",\: ,,",, ,," , ,
Stabilized Subgrade .. /"" / ' , ,,/:-. / /
FBV 60
2-#4 Deformed Rebar (typ) leAll exposed concrete edges
to be hand tooled.
\ Existing Asphalt
xxxX)o
:J
L
'"
C
o
w
---
L
'"
'"
~
'"
:J
CD
---
PA VING HEADER DET AIL
'"
E
'"
z
'"
c
~
'"
o
'"
c
~
o
'"
E
'"
z
REV. DAlE
DESCRlPllON
L
'"
'"
::J
E
CL
~
(Xl
".,
CO>
C>
N
~
L
'"
:L
'"
'"
o
o
"-
M>P.
M>P.
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
REDRAWN BY
CHEacED BY
GCH
llESlGNED BY
TCJ
INTERLOCKING CONCRETE
BLOCK PAVERS
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
~tWN BY
CHEa<ED BY
M,n.
llESlCJjED BY
AI..
PAVING HEADER &
BRICK PA VER DET AIL
D~lE
1/93
INDEX NO.
109
1 OF 3
DATE
JUL Y 1195
INDEX INO.
113
, OF 11
DAlE
10"1
INDEX NO.
116
10F 1
4.'
.
k'
lf1il'1
S' . ~~S'
lf1il'1 Id~l'1t'
. A., lal
rt~rial St.
St
<0>
-<7
~
C'Q
q,.,-c:
it
-1=::c?;' <0
<""'0 <1::..", /',h ~
0'U'J ('" ~
r",....., ...-<" ,- /'
v"'~ 0",. C
005' < C 0~. u-1=::
~ v.--..< /<,,05' <:9
<"", <-' -1=::
<" 05'J' q:. ^' <"'?>
o~ O.l-~ o.t-~
~<" q:.
'?('"
~
<:<'~
A1'"..y-
-<7
~
--\-
If -x" is less than 48" then
the slope of the flared side
shall not exceed 12: 1.
ISOMETRIC VIEW
CURB
TRANSITION
DROP
CURB
CURB
TRANSITION
BACK
~
I~N~
~--I
ELEVATION A-A
NOTES:
1. Ramps are designed to the
Uniform Federal Accessibility Standards
to com~ly with the Americans with Disabilities Act.
2. Ramps Shall Hove a Tactile Surface, Textured to a
Depth Not Exceeding 1/e- by use of Tamp or roller
In Conformance with Requirements of FOOT
Roadway and Traffic DeSign Standards. Detail .304
Or Most Recent Modifications.
OF SIDEWALK
CONC.
SIDEWALK
Match Existing if
Existing Sidewalk
Grass Plantina or Other
Non-WOlkieg?
6- 6" Vertical Curb
In Transition
~
Grass Planting or Other
Non-Walking Surface~
6-
4'/5'
RAMP CURB
.
<
\'Z
'<...
"
<,"
~J
...7
Exist. Type I
!
Cu rbl
I Remove Back of Curb. I '" Flow Line
if Existing
RETURNED CURB RAMPS
VALLEY GUTTER CURB
\
CONC. RAMP
t
I'
I 1JJl.
'. .
. . .
., ,
1 W I
. I . j
./ Textured Surface
/"
.... . .,
.. .....{O
.'
14"
It I.,.
I'.. . .
12: 1 MAX.
SECTION B-B
MWII
............
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADhllNISTRATION
ENGINEERING
TYPICAL SIDEWALK
CURB CUT RAMPS
PHYSICALLY HANDICAPPED
REDRAWN BY
P.W.D.
CI1EalED BY
T.C.J.
llESIClIilED BY
C.M.H.
.D~lE
1/93
INOEll NO.
109
VII
......
DESCRlPllON
M>P.
REV.
DAlE
2 DF 3
r
p~un~ ~
\ ~ 'A'.' " ',".4:
,\~B~\\ ~\\'\ :,' ~ ,:~~{,
.\\\\,\,\\\.\' ~\\~ :~J:."--;"';" y
~~' .. ~4..~' ,~
~~~~
r
.
l-un",\ I ~ .
P..-nt ~
,\\~.\~~\w~~~~\~Yk~ ,~\t~~t~~
\\\ \ '\ ~ ~ ~ \ \ \\\.' .\ 'l' \"" ~ '/, .:\, I' "/, " "/" " .,.,
, . . .". / /. ~ /11 ..
.adl' ' , '~. ~.~." '/ '\. :.
. . . . . A tt4 a.r 1r o.c.
,0--~V/
DET AIL CONS TRUCTION AL TERNA TE
I
..
;:a
.
u
....
.
..
~ ~ ~
".-~ ,'",:..
<'.6' ; ,",' : ,.:f ',".",' .~~ ,,' ,"
I. I " ," '" I. ,I.: '''~T.:' . " I' " ., . , . I' .
\(/~./'\ '/:".:,/;V,<y /,
~ ~ _I" :':,:f<:~ V"-
~~~~:~
SMld
- --- 4- LD. P.V.c. Pip.
PARKING METER POS T
SLEEVE DET AIL
,
~~
'\'
<C.
~
<C
~
v.....
VwiII
-I-
-I
r per foot
crosl Ilapl
.....
~
..... Pdt
Sl.... Whe'I
R_1eI
DET AIL OF SIDEW ALK
PARKING ONE SIDE ONL Y
NOTES
1. Meter post sleeve shall be "''' i.d. p.v.c.
cut to 12" lel.gths.
2. Contractor shall select method of construction.
There shall be no variation of unit price bids.
3. Meter post locations shall be marked by an "x"
in the concrete.
4. Concrete to be 3,000 P.S.I., with fiber mesh reinforcing.
1
REV.
4/8/02
DAlE
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADhllNISTRATION
ENGINEERING
CONC SIDEWALKS &.
METER POSTS
IN PARKING LOTS
REDRAWN BY
Noyo
DAlE
1m
INIlEX NO.
114
CHECICEO BY
Rev. HoUl
RC.
M>P.
10F 1
llESlGNED BY
CI'I.H.
DESCRlPllON
oft
~
ti
.:~
~I
<C.
~
NOTE:
Concrete to be 3,000 psi. with fiber mesh reinforcing.
-l
f
s
~
L
1- 2-1/2""
~
;:a
.!.
.
~
,
~::::T
13k
TJPIul
I- 7-314-
TYPE A
l
s
~
L
-1
/
I- 2""
S
I
...
-L
.
,
~~
13k
T,pIuI
~
7-VZ-
TYPE [
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
1
REV.
4/8/02
DAlE
REDRAWN BY
Noyo
CHEacED BY
G.l..8.
llEllIGNED BY
R.CS.
WHEEL STOPS
REINFORCED CONCRETE
DAlE
7192
INOEll NO.
117
I OF 1
Rev. HoUl
R.G.
DESCRlPllON
M>P.
rEx. Sidewalk
1:12 1:50
I' ~ Max
\':.. .,I "t,:"" I" ,'1. .:'.: , ,... -.'!'. II. ...
I .. ": I',:',;f~.....t: f.l.I~"""".'\.:'.r. ~\
I ,'<III
r: ,.:..'~: ,~'l
Proposed J'
Access Ex. Curb -./
Proposed
Bus Stop Pad
SECTION" A-A"
N.T .s.
NOTES:
1. Bus Stop Pad may extend from existing curb to or through
the alignment of existing sidewalk.
2. The Bus Stop Pad will fallow the same slape and will be
flush with the back of curb.
3. The maximum slope across the long dimension of the Bus Stop
Pad (perpendicular to the curbl must be a maximum of ':50.
^ When field conditions do not allow a 1:50 slope, the minimum feasible
ill slope shall be provided. not to exceed 1:12.
"'. Paved access to the Bus Stop Pad from the sidewalk
must meet City of Clearwater sidewalk standards and ADA
standards with a maximum slope of 1:12 and level rest
stops no more than 30 feet apart. Location of access will
be field determined. Slope of parkway area adjacent to
Bus Stop Pad will be field determined.
5. Bus Stop Pad shall be a minimum of 6" reinforced concrete the
same as concrete driveways.
6. Bus Stop Pad shall be centered as close to lot lines as possible.
Existing bus stop signs may need to be relocated accordingly.
PAVER -B-
'"
~~
- PAVER "A"
~
~
~
~
t::b> ~
PAVER "B" --.J
PAVER -A-
>-
<l:
3
l.1.J
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Sldewllk
Width V.....
T Altll'nlt. 1112 MIll.
Acces, Routes ~
~'~.':\\~~ ~.:\;<:
, ":. ..... '. ,..,,: ..
. '",'f" '.. '//. ,//
, ',', ,'.. ."',4,'
.. .,..'~: . t~'.1tn..
'." .."/~. ./
Bus Stop PIcI 0 '/
Bus Stop SIgn ____ ~ ''/'/
i
..
... A
4.0' WI. Pin.
1112 ..... Slope
r C&rb
T
SO' Hin.
... A
BUS STOP PAD
N.T.s.
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
&
REV.
REDRAWN BY
TIM
CHEaCED BY
W.JS.
llEllIGNED BY
T.CJ.
TYPICAL BUS STOP
PAD DETAIL
14/01
DAlE
NOTE 3
DESCRlPllON
RFN
M>P.
PAVER "A"
SYTLE: -PLAZA- 4'xrx2 3/8" CONCRETE PAVER
MANUFACTURER: PA VERMODULE (954-972-7400t
COLOR: 3 COLOR BlEND (ORANGE. SAND, BlFFt
APPROVED BY LANDSCAPE ARCHITECT
PATTERN: DOUBLE ROW BORDER
PA VER "B"
SYTLE: -PLAZA" 4'xrx2 318" CONCRETE PAVER
MANUFACTURER: PAVERMODULE (954-972-7400t
COLOR: 3 COLOR BLEND (ORANGE, TAN, BUFFt
APPROVED BY LANDSCAPE ARCHITECT
PATTERN: HERRINGBONE FIELD
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADhllNISTRATION
ENGINEERING
REV.
~WNBY
CHEaCED BY
".0.
llESlGNED BY
ItG.
TYPICAL BRICK
PAVER PATTERN
DAlE
DESCRlPllON
M>P.
OAlE
2195
INOEll NO.
109
lOFl
DAlE
5199
INIlElC NO.
115
lOF 1
1"'.. ;
'1 ';j
;. 1
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Q ~
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12"
Max Slope --------..J 1" I
~ / t
--.J '[, ",'~",""",,:,'7f:''':'''.'':' "'ll".','-,
. / '..':'.,"...''//.:.'......i'.....'' ~1/2" Exp.
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DRAWN BY:
. '..... .~..,'.:
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"
CHECK BY:
ORIGINAL DATE:
SHEET
~
~
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!:'i:!
~
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~
rn
w
~
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ALe;
KEZ
01.23.03
~ 5) OF 21
.
b
I
~
->---
r HANDICAPPED SIGN
/ SEE INDEX NO. 119
CONC. WALK
RAMP DOWN CONC. WALK
SEE INDEX NO. 109
r-f WIDE 11WF1C BLUE
/ SlRlPE (TYPICAL)
I ~~. WIDE lRAmC WHIlE
V SlRIPE (TYPICAL)
b
I
io
/
l
tf~~ V
'Y~ ~. /
1\'-0' ~
IIUI
I
NOTE:
All pavement markings to be thermoplastic.
2' (TYPICAL) +i I
12'-0'
17"-0'
5'-0.
HANDICAPPED
STALL
DETAIL
14'-8.
.1 -111.111.11.
-
10'-S" L .
48"
Max
r--.
f
4'
Min.
L
=
~
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Vi
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ro
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l6" dia, Steel bollards U
eone. Filled ltyp)
)
.J:l
'"
Vi
v
<:
o
....
.
'"
'~
o
Paved Street
.
-
';q. 'j C
........~
~ I -
CIl~
g- ~ -;-
1/;0.
12'
clearance min.
00
.
~;
'" (/
~
N.T.S.
\
Paved Street
~
"vI
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
REV.
REDRAWN ElY
A.c.
OiEOCEO ElY
M.a.
DESIGNED IlY
11.6.
TYPICAL SINGLE
HANDICAPPED STALL
DAlE
DESCRIPTlON
N>P.
.
Tie beam with
2-#5 rebar continuous
.
12'
clearance min.
swing gate {typ.1
-
I "--1-#5 at 4' center
6'
rdrop pin
--' (typ.l
-
1 -
1
Grade
Grade
-
14"_~ '
r 8"J
J
I d
L ~OOO p.s.i. concrete slab with fiber mesh
,einforcing - monolithic, min 6"
thickness, 6"x6"/10x10 W.W.F.
6"J
...-- swing gate (typ.)
S"x 16" concrete footing
wi 2- ItS rebar ltyp.l
'- drop pin hole (typ.l
EL.EV A TI ON
N.T.S.
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADhllNISTRATION
ENGINEERING
1
REV.
ORAWN ElY
EoA.
OiEOCEO IlY
D.W.
llESlGNED IlY
P.H.
DUMPSTER ENCLOSURE
SINGLE
4/8/02
DAlE
1'1.... Not..
R.G.
N>P.
DESCRIPTlON
3' Min.
.1
~
~/
to'
Gravel
r Construction
1.0' Site Entrance
3:1 Slope or Flatter
CROSS SECTION
-
-,
Construction
Site Entrance
Om" ______
~
TOP ISOMETRIC VIEW
.,
"'-1'1
.n
~
/#P.
DAlE
5199
INDEX NO.
11.
lOF 1
~}~
INDEX[ NO.
701
lD1FJ
. I
f-
f-
.
f-O
10'-B.L f-
~
4'
mL
Grade
48.
max
r-- ..
f
/
HANDICAPPED SIGNS
SEE INDEX NO. 119
"'"
CaNe. WALK
RAMP DOWN
SEE INDEXNO. 109
RAMP DOWN
SEEiNDEXNo. 109
,
o
I
...
/
tf~1 V
~\\ ~. ~
I "-D' IlrJl
I 11'-0' I
28'-0"
u
,
o
1
iD
-'-
CONC. WALK
~6' WIDE 11WF1C BLUE
/ SlRIPE (TYPICAL)
~ 6" WIDE TRAFFlC WIiITE
/ STRIPE (TYPICAL)
12'-0'
Ir.D" r (nPOCAC) ~ I
HANDICAPPED
STALL DETAIL
NOTE:
All pavement markings to be thermoplastic.
REV.
DAlE
DESCRIPllON
I
I. I I
. I
I I . I
u
I I. I I I.' I
u
I I. I I .
"~Ul
.......1
~~
tl....
8-x,
in
L
6" dia. Steel bollards
cone. Filled (typ.1
o
c
r 6" cone, Slab
12' / _ ~ 114 12'
~ /d":~Jml"' /, ;i~""./e .
I~ / ~ It "I
,
(/
...
(/
o
00
PLAN
N.T.S.
Drop pin hole (typ.l J
Tie beam with
2-#5 rebar continuous
12'
clearance lIin.
6'
14..~ '
r B.J
...
-II-
-\
12'
clearance min.
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
/IPP.
RElftWN ElY
Q1EClCED IlY
M.Q.
DESIGNED BY
114
TYPICAL DOUBLE
HANDICAPPED STALL
1 -
/ ~rop pin
~ ltyp.l
"
~ 1-#5 at 4' center
Grade
i"--.- Swing gate ttyp.l
-
6. J
\ ~
"--- 3000 p.s.i. Concrete slab with flbtlr mesh r'inforcing - monotithic, min 6" thicllness, 6"16"1
10.10 w.W.F.
8".'16" concrete footing wI 2- #5 continuous rebar ltyp.l
ELEVATION
N.T.S.
4/9/02
DAlE
1
REV.
1'1.... Nat..
llESCRIPllON
A~
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADIIllINI!;tRATlON
ENGINEERING
R.G.
/IPP.
ORAWI ElY
E.A.
Q1EClCED IlY
D....
llESlGNEO IlY
P.H.
rN~IIl~u~r
DOUBLE
n.
Disturbed Earth
Positive Grade to Collection Area
Min.
Upslope Toe ~ ..
---/\ /\ /\ /\
2: 1 Slope or --<:... "7
Flatter ...........V V V V
~~ \/
/\ /\
\I \/
\/
/\ /\
V V
V
~'
'-7
/t
~ Edge of Channels, Ditches, Swales,
Roods Side Slope, Etc.
A~
PLAN VIEW
Earth
2'
Min. "I
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
~.I'I TEMPORARY EROSION 9'!6.7J94
~.., CONTROL GRAVEL __
INTERCEPTOR BERM 601
1.1
Edge of Channels, Ditches,
Swales, Road Side Slopes,
Etc., Undisturbed
Dike ~
~ ^ 118"
~:1 Slope
or Flatter
SECTION
A-A
..
1m
~
r Disturbed Earth
DAlE
5/99
INDEX NO.
11.
Z OF Z
DAlE
1I/ll1
INDEX NO.
701
2arJ
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
III!!IIIII'I lin
H.M. 10/18/94
~.., TEMPORARY EROSION __
CONTROL DIVERSION 602
BERM 1 . 2
/#P.
..-..,
t t
.:/~
PARKING BY
DISABLED
PERMIT
ONLY
$255 FINE
F.S. 318.14
----
-I'- -
\A\iII\l/ ';.Y\ IT ~IV\k\Y\1A.\
I. _
. .. .. ..,j I I 4 · ... .'. . ,
12 .. ;. " .. .. " ..
:ll "P ..:." ~ .., I I,'" JiI .. ....." "
.' " .... I I . ..,'0 .
III 1m :: :~:'~IIIII --
-111- I I 11-
- I I, ---
l: > :j
i {-
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
~tWN ElY
OiEOCEO BY
M.a.
llESlGNED BY
11.6.
TYPICAL HANDICAPPED
SIGN DET AIL
DAlE
51"
INDEX NO.
119
lOF 1
HANDICAPPED
SIGN
DETAIL
12/91
DAlE
1
REV.
updated Fln.
DESCRIPTlON
".G.
/IPP.
NOTES:
CONCRElE MASONRY WALL CONSTRUCTION
1.) WALLS
a.) New construction: maximum 6'-0' high and constructed of
concrete block (B.xB.x16"). Materials used should be consistent
wIth those used In the construction of and architectural style of
the principal building. (Section 3-B02 Materials)
Materials, construction and quantity control of masonry shall be In accordance
with Uniform Building Code (UBC), Chapter 24. General conditions and
construction requirements shall be applied as specified in UBC, Section 2404 (f),
durIng grouted masonry worle.
1. All reinforcing steel shall be deformed bars conforming to ASm A-615,
Grade 60. Vertical reinforcement shall be placed in the center of the
masonry cell, and shall be held in position at the top and bottom.
2. If a slab dowel does not line-up with a vertical core, It shall not be sloped
more than one horizontal In six verticals (1: 6).
3. Horizontal wall reinforcement shall be standard truss type DUR-O-WALL (or
equivalent) at ',6. O.Coo
4. Hollow Load-bearing Concrete Masonry Units shall be normal weight
conforming to ASm C-90, with a minimum compressive strength of 1,900
PSI.
b.) Existing: maximum 6'-0' high replacement materials can be
made af the same materials as long as they are made of
approved opaque material.
2.) FOOTINGS
B.x16. concrete w/2- 115 continuous rebar imbedded.
3.) CONCRElE SLAB
Monolithic, min. 6. thickness w/lmbedded 6.x6. / 10x10 welded
wire fabric (W.W.F.). 3000 P.S.1. with fiber mesh reinforcing.
4.) CONCRElE FILLED CELLS
With 1-#5 vertical rebar tied to footer steel at each corner and
every 4' O.C.
5. Mortar shall be type M or S, in accordance with ASm C-270. Place all
masonry In running bond wIth 3/B. mortar joints. Provide complete coverage
face shell mortar bedding, horizontal and vertical.
6. Coarse grout shall conform to ASm C-476, with a maximum aggregate size
of 3/B., 8. to 10. slump, and a minimum compressive strength of 2,500 PSI at
2B days.
5.) GAlES
Constructed of min. 1-1/2. diameter galvanized tubular steel
w/prlvacy--type slats inserted in golvanlzed steel mesh fabric,
hinge-mounted on min. 3. diameter galvanized steel post.
(Gates and post constructed and Installed per applicable buildIng
code by licensed fence controctor).
7. Minimum 3" X 3. c1eon-out holes (saw-cut) are required at the bottom course
of all cells to 'r"rlfy grout placement. Clean-auts shall be sealed after
masonry inspection-provided In accordance with ACI 531-4.6, and before
groutIng.
B. Prior to grouting, the grout space shall be clean, with no mortar projections
greater the ~., mortar droppings or other foreign material. All cells shall be In
vertical alignment, ond shall solidly be filled wIth coarse grout as specified.
9. During placing, grout shall be consolidated with flexible cable vibrator. First
grout pour shall be stopped a minimum of 1 - 1/2. below the top of the
middle bond beam masonry.
6.) DROP PIN
1/2. dia. 1B" long metal rod gate latch. Provide 3/4. dia. hole
6. into concrete for rads. In asphalt provide a 3/4. P.V.C.
sleeve, 6. lang, ar equal.
7.) SOIL
Soil bearing capacity to be at least 2,500 P.S.F.
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
1
REV.
ORAWN ElY
EoA.
OiEOCEO IlY
D.W.
llESlGNED BY
P.H.
noll" nC:::IID~
NOTES
DAlE
1I/ll1
INDEX NO.
701
JarJ
nl
4/8/02
DAlE
1'1.... Hat..
DESCRIPllON
R.G.
APP.
~
2-x2" ....
2' In tile ......
WIN lie
1. stngle row of Strawbal.. or stIt F.,ce to be placed prIor to the .tart of
rough gradtng.
..... butIiId
...., tIagMtw
2. MAINTENANCE: All "08lon and eIItratlon control devtcee shall be checked
revularty, especIally aft.. each ratnfall and wDl be deaned out and/or repaired
a. requIred. ./
~ LAKE
.. ;'" ~
.. -",.C \.9
........ '::::.~,"t...~i~'~':t.;"~
~~~.~....,. T
~.,
--:--~ ~
"N,''''r:j..\~~ ~ ~~~ '"
.i~:r.:l'~;;:t~~1 ~,v~ - ,~
If:f\~'~~''ol ~'~,.... . -1 -- ~ ---=-- T
:/~i'-:kl;;~ ~" -,- ___ .\. ,'v
t, . ~ ~"'':--.~~ I~ '" T
~ ~,,~ ~ '"
~ ~ ~~
~...........
(,t:--
....., :!
\
)
: ~~_F'enaeL
'/ or 9b~_Lalll (opIonaI) """"
~
STRAWBALE SILT BARRIER
ADJACENT
HOME
<: FLOW I
I (...
fWt.............. ~
ADJACENT
HOME
PROPOSED
FOOTPRINT
OF HOME
~ ~~
~ ~ ~ ~ ,'v ~
-I--- ~ T
~~'1.~.~
t~l~w ~~ ~
~"~,,,,:,\~~"~I~',.,' ,. T ,'v ~ ~
..~I~:"i~)j~"~l .~ 'v, T .\.-
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'~.~I':A~i." \ ,.z.~A:,,":'t. -oJ.t( . ~\.' .....,:v
. .'''h'~l-','Io/ ~~r"i~r~ofoI( 1~';:'\':~~tV,~.~/~~\t.' ,I.',
. ,,\...,~\, " .1 lI.l'lt. ""~Y.~.;~;~'~~"'.i.:o?r!""
"\ ..,,,,"if ,'"I.' ..
BaaIdII
PROPERlY UNE
RECONMENDED
TOE-IN
fr:~ .~...::-
.. '
4-5 ~__LaI..
fuI wIdIh ttI RbI
(...., 15 r.it)
~
~ ~
~.,.
'-
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
SINGLE FAMILY HOME
EROSION CONTROL DETAIL
TEMPORARY STRAWBALE
SEDIMENT BARRIER
11m
ItIMI
--
-
,.,
PREASSEMBLED SILT FENCE
~ CITY S1REET./
__1'1
PIlI
__1'1
.
_IF
...
1ft
1m
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~
~
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\
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'~ <:~
'-......:.J'
> ,-':
DRAWN BY: ALG
CHECK BY:
ORIGINAL DATE:
KEZ
01.23.03
SHEET
1 (6) O[F 21
Building Block Laid 6" From Throat
Web Horizontal.
'--
Roll of 12 1/2" Guage Welded
Fence, 2"x2 Mesh, 8"-10"
Diameter Filled With ,3" Stone.
,,'
Spacer Block
Spacer
Block
. .;:~ . :'
~. '(~:J'"
,', :'. ~'~I: ,.
. ,~'./..:.oe,',,"
I \ ...,
.... :, '.
II' .';"~:~l'~".
. II ..~..~.::\.:..'
'~'~"", ,':{'V' J.
. ... ~. . ... .',' ',' ..:1.... ,0 I
~..I.\' ~~,t ~~:.~ '
I.... '
Sill~
Fiberlous Filler Material
/ / Bulldrng Block or DrIlled 2.x6"
'/ ~ 2.x4. Timber
YV', ~
/
Grovel Filler
2.x3" Perferred
NOTES:
1. Fiberous filler material in front of block
prevents gravel from washing into structure,
2. 2"x4" Behind block and across throat helps
keep block in place. Place in outer hole
of spacer block.
3. Bales of hay and sod, similarly placed,
may also be used.
IlEV. DATE
SPACING OF POSTS
TO BE 6-10 FEET APART
FILTER FABRIC
MATERIAL
~ .:C
".". ....
- .,.~
'" :::.1:: ... ..
'- -.. r.'!'!:
t~:;~'''' :~"..:.:...........
':"",'" ............
2' MIN. , : ~:
~ ~ .....:. ...
^" y/ '
/.(/.t( /", ~
,,, 7~~
/~:(<<A:
,,~
Spacer Block
CITY OF CLEARWATER. FLORIDA
ENGINEERING DEPARTMENT
IlEDRAWIIIY
T.L.M.
MOCED BY
TEMPORARY SEDIMENT
TRAP AT CURB INLET
DESOlI'TIDlI
API'IlOYEDIY
A/IP.
FOR ADDITlONAL STRENGTH
FILTER FABRIC MATERIAL CAN
BE ATTACHED TO A 6-INCH (MAX)
MESH 'MRE SCREEN WHICH HAS
BEEN FASTENED TO THE POSTS
BACKFILLED TRENCH
FILTER FABRIC
MA TERIAL SECURELY
FASTENED TO THE
POSTS OR IF USED
THE WIRE MESH
ATTACHING TWO SILT FENCES
.
.
\
'<
:>
APPROXIMATELY 8
INCHES OF FILTER
FABRIC MATERIAL
MUST EXTEND INTO
A TRENCH AND BE
ANCHORED WITH
COMPACTED
BACKFILL MATERIAL
,. ~
/ . RUNO~
1 ~~'\: ~J~""'Y'"
, "<<~ ~~<\--
~~ ~~""..;::
10 INCHES \<<~ :~~~
(MIN) ~ ~~ APPROXIMATE
I ~>>~~~ 4-INCH BY
~ <<~~~ 4-INCH TRENCH
r~\~ /" y~y~
WOOD OR
STEEL POS~
0~~-
DIRECTlON OF RUNOFF WATERS
~ ~ ~
~-
LJ
..
LJ
PLACE THE END
POST OF THE
SECOND FENCE
INSIDE THE END
POST OF THE
FIRST FENCE
ROTATE BOTH
POSTS AT LEAST
180 DEGREES IN
A CLOCKWISE
DIRECTlON TO
CREATE A TlGHT
SEAL WITH THE
FABRIC MATERIAL
DRIVE BOTH
POSTS ABOUT 10
INCHES INTO THE
GROUND AND
BURY FLAP
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS AD~INISTRATION
ENGINEERING
INSTALLING A FILTER
FABRIC SILT FENCE
REV, DAlE
DRAWN BY
BVO
aiECKED BY
B.G.
N'P. DESIGNED BY
DESCRlP1l0N
""
~
'C
W
VI
,
VI
'n;
'"
Cl
,
~
---
en
:-
'0
---
C
o
R/W
::>
'-
VI
C
o
LJ
---
'-
'"
'"
:-
'"
::>
""
---
20.06'
2.05' 4' 2'
c~~
12' TRAVEL LANE
'"
E
'"
:z
""
.!:
~
'"
'-
Cl
2~ SLOPE
... .... ( ,\..' ,';..' '. ~
'.
.~ ".,'~ :: 'l ....:,'
jl'lf7
IN~~r'
1 a' 3
Cf
I
40.11'
20.06'
12' TRAVEL LANE
2~ SLOPE
~,t, '\ ~~... .~.
1- TYPE .S.
ASPHALTIC CONCRETE
6- CRUSH CONCRETE BASE MATERIAL
(LBR MIN. = 100)
12- COMPACTED STABIUZED
SUBGRADE (LBR MIN. - 40)
'-
'"
c
:-
C)
'"
E
'"
:z
'-
'"
VI
::J
E
c.
~
""
,
""
=
o
'"
CROSS SECTION "c"
SCALE: 1"=30'
~
'"
L
'"
'"
Cl
o
Cl:
DAn
9/6/94
INDEX Ill.
604
1 OF 1
2'
R/W
R/W
s'
n SLOPE
..
f-
I-
l'
R!W
.05
T
0,
" ,.
., II
... "
" II
... '"
:,', I ::.
0' .,
.oo "
00 "
Ot "
':. _ -.J ,':
I
PLAN VIEW
s'
6'
2Jr SLOPE
20'
R/W
2'
s'
2~ SLOPE
Max Slope 1: 1
L~
NIl'lo..
l' Below Throat Mln, t D
2' Below Throat Max .A:
I
I
1"
";, ",.l ,: '.": r~
--
10' Min.
Clean Out When Sediment
is 6. Below Throat.
---
r-- Leave Out Block Temporarily,
Insert Tile With Wire Screen
And Grovel Filter.
CROSS SECTION
-
Circular Shope is Not Essential - Vary Shape To Fit
Drainage Area And Terrarn, Observe To Check Trap
EffIciency And Modify As Necessary To Insure
Satisfactory Trapping Of Sediment.
-
IlEv.
DATE
DESOlI'TIDlI
32'
12' TRAVEL LANE
l
2~ SLOPE
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
IlEDRAWIIIY
T .L.M.
DEOCED IY
TEMPORARY SEDIMENT
TRAP AT STORM
DRAIN INLET
DAn
10/18/94
IIlEXIIl.
605
1 OF 1
1JIfJ.
API'IlOYEDIY
Cf
I
60'
I
12' TURN LANE
1. TYPE .5-
ASPHALTIC CONCRETE
6- CRUSH CONCRETE BASE MATERIAL
(LBR MIN. - 100)
12- COMPACTED STABIUZED
SUBGRADE (LBR MIN. - 40)
34'
CROSS SECTION
SCALE: 1"=30'
"A"
Cf
I
60'
12' TRAVEL LANE
1
".
'~:"_:,; l'..::~
39'
18'
2~ SLOPE
1- TYPE .S.
ASPHALTIC CONCRETE
6. CRUSH CONCRETE BASE MATERIAL
(LBR MIN. = 100)
12- COMPACTED STABIUZED
SUBGRADE (LBR MIN. - 40)
CROSS SECTION "B"
SCALE: 1"=30'
2'
Stablllze Outermost Bonk With
Sediment Trap ~ Sod or Other Suitable Material
^ V"'- ^ /\ /\
/ ~ ~I \/ 7
r,:::::::::.:,:,'"".",. \! _~.~':~~~:0:::0::>::::::::::::::::<7)1
'.., .. I "'...."..".... "" "" I ,,,.,.. '" . "" ".. ,., ,.,..,
.. I '" .. I I '" I I.... "" I I.. I "" " . "" ".. I.... I '" I '"
.,:.......:.',:.:-:)}\~::;.i':>.(:7Bf???(??:.::i t=~
.. "" I... I.... I . I I... I........ ,.,..... ",. I.........
.. ,.,.......... ... I '" I I.... '" ,.,.,., I I.... I...... "
I........... "" ," I '" I '" '" I.. ,.,..... ".. I...... '"
..:-:<-:-:.:-:-:-:,'....-::::,,:::::::::::::::: :..,',' ,',',',:-:-:-:-:-:-:-:-:-:-:-:,:-:-:,:-:.. ~
. . ','~:-:.:-:-..,':-:- ','.'. ',','..,....., '.', ',' -:':-:-: -:':-:-:-:':-:-:':- :-:-:.,' ,', ',','..,',','.. ,',',',',',','..
"",',',',''''>:-:-::::::::::::::::<.:~-~
-- ^ ~
..i.. \/ \/
y
'~~
::..J
~
Earth
Berm
""
PLAN VIEW
Water Level During Storm \
Boles of Strow
Stoked Down
8' Min.
LI
l2'
Overflow Pipe
.......
.........
./5 T
Earth Berm .....----:-.
.'n, 2, 1 SHd. Slop. l
St b'l' d SI Splash Pod and/or Stabilization
a Ilze ope R 'd'f P' E t. . t
eqUlre I Ipe mp les In 0
Other Than Body of Water,
~
Sediment Trap 2' Mrn,
CROSS SECTION
.. IM1I
CITY OF CLEARWATER. FLORIDA
ENGINEERING DEPARTMENT
-.-" IM1I
T,L.M. 10/17/94
..." TEMPORARY EROSION __
CONTROL SEDIMENT 606
BASIN 1 . 1
-..
..
....."
R!W
28'
~I
12' TRAVEL LANE
l'
2'
2-
5'
2" SLOPE
2" SLOPE
....
~
"
',:::\ ~.,.... :"
R!W
26'
12' TRAVEL LANE
2'
6'
5.
1.
2" SLOPE
2Jr SLOPE
.. .
-.i':~~".,'
,
Cf
I
80'
41'
12' TRAVEL LANE
27'
~
i("< ~~-..
12' TRAVEL LANlE
2'
2Jr SLOPE
2" SLOPE
.. ,
~:~:"" :A;"'""~\
. .
1- TYPE -S.
ASPHALTIC CONCRETE
6- CRUSH CONCRETE BASE MATERIAL
(LBR MIN. - 100)
12- COMPACTED STABIUZED
SUBGRADE (LBR MIN. = 40)
CROSS SECTION "0"
SCALE: 1"=30'
i~J:"-~" II
l'"'' t5 ,
t t r
Ic-;'."'........~,
~'" .
:<
~ j
~
OR ~
Q ~
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Q ~ti
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~i ~ ~gg~8
N i! '~~~l
~]~ .a~!
o R ~ ~ &S ~ClS
(j2) _ ~ := --..OS
~,d (;) ~ .e.i.:i =.0
~ -==l 00 U ~~~
~
~~~
a:::
0...
cJ
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~~~~
o ~
~ 0
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~ ~~
~~ ~~
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...... ......
u u
w W
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o 0
a::: a:::
0... 0...
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R!W
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c:::)
c-...I
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LU
.
0-
DRAWN BY:
CHECK BY:
ORIGINAL DATE:
SHEET
~
........
<(
E--4
~
Q
~
E--4
........
rJ)
w
::2'
<(
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......
w
w
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Ul
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oe:(
o
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:::::;
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:::> 0:: w
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LL.. 8 Vi
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I-<~
o ..J
Z ~s
ALG
KEZ
01.23.03
i 1 OF 21
(
RING - HALF PLAN
.
N
~
o
.
-#
.....
I't'\
....
36"
~23"~1
21"
Machined Surface /
~
t
N
1"-
/~
" " " "
/
RING - SECTION
Minimum Weight 7" 232 lbs.
9" 278 lbs.
NOTES
1. Where roadway base is 8" or thicker use 9" ring,
all other cases 7" ring is permissible.
2. Manufacturers model of storm ring and cover to
be approved by City Engineer.
3. Perforated covers, when required shall be similar
to solid covers.
-r-z'-r-
"n.
~'4 /
..shown /
~ / 'vV
,,~ .-=-"
Ix I / //<.....~ '"
I//~a~'
IIMDDDDaitr.
IT1IIIl
~DDDDDD~DD II
DDDDDDD 'I
'\ ~ /
" 7
PLAN
r----" .....--
I
\.
V///~y//
~ %:
~ l0
~ ~
t7 [7
V//Y0V/~
)
,
,
I
'-----"~
PLAN ON PIPE
CL
Additional fI4
Rebar As Shawn
----I<:
(Typ.)
,.
3'-0"
14 Rebar
6" O.C.
Each Way
(TYP:4) ~
I ../
I-:A
IA /' 1
/
1
\
,/
/
Trans.
(Typ.)
I
C7'
~
'C
~
o
~
</)
Chamfer Concrete /
4'-0"Wlng or
6'-0" WIng
VI
iii
OJ
o
4"x 4" x 3/B" Galvanized
Steel Angle Iran
'" ~J
~!'1 . _ ~: .. ;.-,.,:," "
-k'>--I'.,~ Il.{ 1h~1 EI~. '.'i ': ~1.5 <
~ ' ':":li
~A'"
'3 Oowel ~~ ( ,: ~
fa- O. C------- I-- .... ....--
[TYPJ t-- "I--
~ ~ ~
-Bri t-- ~ ~
aason~b../t-- 4" I--r'\, ~
(Typ.) f,,=:r .,,' P)) =: ~~"'''1
;...~ . .
1-;:. :.,.'\' .... '.f..' ..~."... . ,.J 111
L \. \,. . . · .4' .,- . .
\ f: 1~~bg~C. \Cement Grout
\Each Way
TYPICAL CROSS-SECTION
;'
C7'
:0
'C
;'
c:
o
u
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~
VI
c:
o
L.I
~
OJ
'"
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C7'
'=
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c:
~
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VI
::::>
E
c.
~
00
""
o
C>
N
~
'"
L
OJ
'"
o
o
"-
5/8"
Min. 4 Required
1-114 "
1kl7
.
.0
....
.....
....
....
'-.I
~
W4~
o 0 0 ",/ (<' \ \
STORM ::0
000000
SEW E R 0
o
Non Skid
Pattern
Required
~
\>- R
Li
/
Required --
o
000
of L ~O
SOLID COVER
L'
~~
.
-It.
....N
"';'~
" 22-3/4" ',..... 0
~::7-.l
Machined Sur'ace t
.
CJ\
~
o
.
r-
" " I
SOLID COVER SECTION
Minimum Weight 128 Ibs.
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS AOlwllNISTRATION
ENGINEERING
REV. DAlE
REDRA~ BY
Noyo
aiEa<EIl BY
W.J.S.
DESIGNED BY
D.G.B.
STORM SE WER
MANHOLE COVER
DAlE
3/00
INDEJl NO.
ZOI
1 Of 1
DESCAlPllON
APP.
RIng & COnt
See Index .203
14-'- O.CJE.W,
_'~ i fur
- I---
--I- f--
n~ r~"- ~f
...': ,.: .";',-:' '. . '(. '.~ '.:. II.. . .~:
.. '. ':1/ II. . . '. ..:. . '.' ,,,. ' '. lo.'
.4-12- O.CJE,W. J
.
-
f
~
a.
t
~
~~
-/~
,- '3 Dowll 4 Rlq.
.- Brick Maonr,
~!
~
a.
t
f
,
~
'. . .'" .
. ." "'.ld,:.. . '.'
.': : . -:~ ~.: ,:' . . ~ ;. :.~ :':
SECTION X-X
SECTION y - y
- -...........--
Channel to be made with
Pipe" Mortar
or
Brick" Mortar
NOTES:
y
t I I
- -~ ;--
c:~--~
....---c; ~ - K van.
Y--,
I
y
~
1. Non traffic Bearing
2. Champher all expased edges 3/4"
3. All concrete to be 3.000 p.s.i.,
with fiber mesh reinforcing.
PLAN ON PIPE CL
Detail of bottom construction
Grout flow channel
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS AO...INISTRATION
ENGINEERING
2 4/1/02. R.... NoW.
REDRA~ BY
Noyo
aiEa<EIl BY
JUNCTION BOX
NON TRAFFIC BEARING
DAlE
3/00
INDEX NO.
205
f III' 1
R.G.
A.c.
APf'.
1 12/21/2001 a.onge Ring" Notto.
REV. DAlE DESCRlP110N
DESIGNED BY
M.G.B.
B"
Storm Access
RIng ok Caver
See Index 1203
/
tiQIES.:
1. Non traffic bearing.
2. When pipe diameter exceeds 30", inlets shall not
be used as Junction boxes, limit 3 pipes per Inlet.
3. Chamfer all exposed edges.
4. All concrete shall be 3,000 psI, with fiber mesh
reInforcIng.
5. Center support shall be used on double wing Inlets.
(See Detail B).
2' -S"hAln.
B"
/
"
111
.../1 .
~ -=- ./~
t;:~~I\ =
DDDDDDDQ'I _
r\. '''iii''.~/
--=- .:- "'"
c:
~
.
CD
I
N
~
_.._~14 Rebar
WIre To R~
Retaining Nut~: 74"x 4- x 3/B" Galvanized
With Washer Steel Angle Iron
10- Lang x 1/2" _
Galvanized Steel
Carrlaae Bolt, 2' O.C.
(Typ.)
DETAIL "A"
111
I '(, /'1 /
\
\ \ Type 1 Curb
'\ ~ \ O1amfer Can crete
\10" Long x 1/2" .
Galvanized Steel 4"x 4" x 3/B- GalvanIzed
Camaae Bait 2' O.C. Steel Angle Iron
(Typ.)
PLAN VIEW
4"x 4" x 3/B" Galvanized
Steel Angle Iron
10. Long x 1/2" .
Galvanized Steel
Carriage Bolt, 2' O.C.
F" .11.
LD'T" .
7~1~ ' "
;:' , . ~oncrete FDled 4 P. V. C.
. . . . port P T Use
~.. .,'. A '. """ ~ ~enter 'lln~er\:rlOa~s
-.......:.:.~..:. ",,"On Double WIne Inlets.
I-f-
I-~
1-1-
__ Chamfer Can crete
__45. (T)p.)
14 Rebar
DET AIL "B"
FACE OF LID
Throat Elev. 3 1/2"
Below Gutter Elev.
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS AO...INISTRATION
ENGINEERING
2
4/1/02.
REDRA~ BY
No..
aiEa<EIl BY
IUS,
DESIGNED BY
D.6.I.
TYPE A STEEL NOSED
WING INLET FOR
TYPE ICURB
DA1I'E
JIM
INDEX NO.
M
, OF'
R.... NoW.
R.G.
1 01 /1 a/2lll12 OleInge RIng " Nota
REV. DAlE DESCAlPllON
A.c.
APP.
---~
..--
--......
i
~
,.--
~
/
"
"
I
)
(
~
o
iI:
...........
~~ !~
t--- ___
t--. __ ____
~
PLAN
Shallow 0' - 4'
Standard 4.1'- 6'
Deep 6.1' - 10'
Deep 10.1'- 14'
NOTES
1. All concrete to be 3000 p.s.i.,
with fiber mesh reinforcing.
NOTES:
1. Storm Sewers and Manholes to be
centered in Junction Box unless
otherwise specified in Plans.
2. All Concrete to be 3000 P.S.r.,
with fiber mesh reinforcing.
3. Chamfer all exposed edges 3/4".
Sidewalk or
.~For Manhole Ring and Cover
Details, See Index No, 203
Sod t
t
-
;m
.Jl:.-
UL.
1'11'1
10>
III
..
.i:
1'1
>t
. I
~ r--- I
CD
'--- -
.
. . . .
III
..
.i:
1'1
>
/
III
.,
1:
1'1
>
Grout Line
/
No. 4 Bars, 12" Grid,
In Bottom Slab
SECTION
A - A
Additional #4
Rebar As Shawn
(Typ.) ____I<
14 Rebar ~
6" O.C.
Each Wav ,/
(T:JYP) /
1'-4" ./
Trons. ../
~t ,~<
Chomw coo",,:t==~ \
4' -O"Wlng or
6'-0" WIng
4"x 4- x 3/S" Galvanized
Steel Angle Iron
~I '" ~J ,
Ii ~ [lOr "'._H'_ ".-:, i; ,
~,.'.:,.,':.' .:.,::IE~
~ a.:..:...:... q
f3" Dcf.~~ ~' (= ~
(Typ:) _ \_
= ~ ~
8" Brick ,.--f--I ""-f-- ~~ ~
hA asonrv ------- f-- /'-;7.:'7 it)
(Typ.) I-----.: hAln'rn n
f:,~~;: ':">' ~.., ,...1 (1"., ..I
'., \". A..' ''\. 'l~
.14 Rebar "
'0' 12- O.C. "Cement Grout
Each Way
TYPICAL CROSS-SECTION
See Index No. 201
At Terminal
Manhole
Clay Or Cement
Brick Masonary
~
~I
~
~ Varies
t
.
<
.
.
CD
.
A
V / Bottom Of
'/ ~ Corbel
/': ~-
8" _:/: "0" I'Iin. r / _ 8"
~ Or To Suit Pipe ~
12" /-V /1- - -~ 12"
/ I~:I f
6" ~ ~ >\ AI-:: / ~
7'" , ' . . ~. . . . : . ' ' . At .....(........,.,'~.'. d' . . ~:I """'IT
. ..: . ...,:. . . . . . .~'. . .: .,. . . '. . 100. .:' . . 4"~, . . : ' ,( I ..1:..t..
.&:
. -
U Q.
. .,
Q
/
?
7
/
Square Bottom
Permitted
SECTION A-A
"G"
A
B
G
#3 at 12" E.W.
#5 at 10" E.W.
#5 at 10" E.W.
#5 at 10" E.W.
C
4' Max
6' Max
10'
14'
D
3'-6"
4'
4'
5'
E
24" Max
30" Max
48" Max
48" Max
F
2'-6"
8"
8"
3'-6"
3'-6"
3'-6"
7'
7'
12"
12"
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS AO...INISTRATION
ENGINEERING
,
REV.
4/1{r12
REDRA~ BY
Noyo
aiECICED BY
W.J.S.
DElIGNEIl BY
D.6.B.
STORM SEWER
MANHOLE DET AIL
DAlE
3/00
INDEX NO.
ZOZ
1 Ill' 1
Rwv. NoW.
DESCAlPllON
R.G.
APP.
DAlE
No.4 Bars, extra
around opening
in Top Slab,
4" 8" Min. 2'- 8" 8" 4"VNO' 4 Bars, 6" Grid
li n f- InToPs~ab.
~ I / -ItL
r"-, /'1. ~
" /:1" ~~
pj~~
,-1 I. ~gggg~l\ "
.I~ ITlIIII
~~gggg!.W/
~p-=ro~
'"
A
.
CD
I
A
.= Q..t
>
.
CD
I
N
C
i:
b
t
III
.,
1:
1'1
>
.
CD
~r
PLAN
.------------
8" Brick Walls
I
. ~
Poured 8" Concrete T up Slab
No.3 Bars, 10" Centers
In all walls.
f--
-----
8" Brick Walls.
/
lit
..
1:
1'1
>
/
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS AO...INISTRATION
ENGINEERING
,
REV.
4/1{r12
DAlE
REDf:~ BY
aiEa<EIl BY
W.J.S.
DESIGNED BY
C.M.H.
JUNCTION BOX
NDN - TRAFFIC TYPE
DAlE
3/00
INDEX NO.
206
1 Ill' 1
R.... NoW.
R.G.
APP.
DESCAlPllON
B"
Storm Access
Ring & Cover
See Index 1203
~:
1. Non traffic bearing.
2. When pipe diameter exceeds 30-, inlets shall not
be used as junction boxes, limit 3 pipes per inlet.
3. Chamfer all exposed edges.
4. All concrete shall be 3,000 psi, with fiber mesh
reinforcing.
5. Center support shall be used on double wing inlets.
(See Detail B).
2'-B"hAln.
B"
/
l--"'"
'/ \. ./
...... I 1'- l/
T~I_~
"".....,. / '\
I. DDD - c:
/I aaDaa ~
II ITWl - ':0
~aDDDDDDD I ---1LL
acceceD - N
'\. 'Lao,'.:- "'" ~
...... . T 11/ 14 Rebar
'( T....... / 'lo WIre To Rebar
\ ~
\~........... RetainIng Nut ___- ~ n: ~ 4"x 4" x 3/B- GalvanIzed
'\.. ~ WIth Washer ~ ~ Steel Angle Iron
Valley Gutter Curb ~ Chamfer Concrete 10" Long x 1/2" "
GalvanIzed Steel
Camaae Bolt, 2' O.C.
\10" Long x 1/2" . ~ (Typ.)
GaIVa~~zed Steel, 4-x 4- x 3/B" Galvanized DETAIL "A"
Cama e Bait 2 O.C. Steel Angle Iron
(Typ. )
PLAN VIEW
111
. ';.\
~..,~ IIir] Concrete FIlled 4- P.V.C.
..... " ....,' ~IJI: "sup~ort Paet To Be Used
. .' .' .\,,"~ . At enter Of _~IClt Throats
10" Long x 1/2" " . il.. On auble WIn... Inlets.
4"x 4" x 3/8" GalvanIzed Galvanized Stell I "
Steel Angle Iron Carnage Bolt, 2' O.C. -
~ / Chamfer Concrete
~___... (T".)
F ACE OF LID
#4 Rebar
DET AIL "B"
2 4/1{r12
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS AOlwllNISTRATION
ENGINEERING
TYPE C STEEL NOSED
WING INLET FOR
VALLEY GUTTER CURB
DAlE
JIM
REDRA~ BY
-
aiECICED BY
Il.c.s.
DESIGNED BY
D.6.I.
Rwv. NoW.
R.G.
INDEX NO.
III
1 01 /1 0/2002 a.ang. Rtl9 Ie Nat.
A.C.
APP.
REV. DAlE
DESCAlPllON
, Of'
't..~RWA fro-
CJ\. C <':,ofl
[][][][][]
[][][][][][][]
~ STORM ~ [
[] [] [] [] [] [] [] [] [] "-
[][][][][][][][] ~
Jl
P-l.OR\O~
NON-PENETRA TING
PICK HOLE
,/ " /
./1 I. '\. l/
-~/~
rr~ -
.~ ~ -
~aDDDDaaa
DDDaaaa _
'\. 'Lao,' ,_ "'"
. 1/ !I
'( ..... /
\ L ..............."
\ \ ~curb
'\ ~"'\: O1amfer Concrete
\10" Long x 1/2" .
Galvanized Steel 4"x 4" x 3/B" GalvanIzed
Camaae Bait 2' O.C. Steel Angle Iron
(Typ. )
PLAN VIEW
COVER PLAN
&
- 1-4"
. . . ~. . . . . . . I~
~ L Poured 8" Cone. Bottom
Slab, 3000 P.S.!.
1"10/"1---.1.
~I~"
COVER SECTION
NOTES:
1 - LOAD RA TING TYPE M HEAVY DUTY
2 - TOT AL WEIGHT: 195 LBS.
3 - COVER WEIGHT: 105 LBS.
A
.
Tft " ... AI Ar8IIIIII
/
1-
'V / ..
ao~
IX~ ~~
~
~
/'.
A
.
/
~
~~
f.
./
./
..
1-
PLAN VIEW
fir ....... .. AlIlI c-
Dehb .. ..... .. 2t'I
/ .._..rllC..T....
v..
I-
A
~
~:/' :.
'" .
',', ;," ,',
14 .... At r OL Verticil
AIId At ,. OLItIrIDIltIl
" . I~ II All Walla
A'V
.~
J" .:
f\
~: '.
. .
".
.'
,
CIreut
Aft ....
/
I-
'.'.'.::.:..':.:'..:..'......,....:....:...::....:...,.. '.
....... ...... ".... '.... . :.,
., Jr'" I ...... \ to' ~ .'
Mln.r....\ r
..... r.... \
., .... At ,- OLin tett. SIIII
'7
r
SECTION A-A
B"
2' -B"hAln.
Additional fI4
Rebar As Shawn
(Typ.)
~<
14 Rebar
6" O.C.
Each Way
(TYP:J) ./ ~
3'-0" /
r Trons. 1
(Typ. )
. ^ ,....IA,
~
./
V
Chamfer Can crete /
4' -O-Wlng or
6'-0" WIng
4-x 4" x 3/B" Galvanized
Steel Angle Iron
'"
~
.. ,
.~.~; "
~. " ~~
'''''~i~
~ 'b
I
i-l
'~
Flawllne Elev. ~~
.
r--
""-..!a... '; .
.~.. ~ Throat Elev.
f .'" .: :.
~"I"
", DOllo'l1 .........~
fO- O.C............ f--
(T)p:) ~
I---
()I---
\f--
I--- ~ .Iii
~ CS ~
B- Brick .........1--- ~-
MaeanrY'............... f--~ I")
(1".) >---" .,~ ~::= -',
.,::....:.;, ......~." :. .' '.:.1 IT"., ..I
,. I. \... A..' ,"'. "l~
\ f: 1~~b~c. \Cement Grout
~way
TYPICAL CROSS-SECTION
26i"
2oi"
'"VI
r/J
22i"
RING
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS AO...INISTRATION
ENGINEERING
& bl/Ol/2002 Change I&lg .. ea-
REDRA~ BY
D.1CI11l1
aiEa<EIl BY
R.J.M.
DESIGNED BY
U 5 FllUNO.
A.c.
DAlE
3/00
INDEX NO.
203
1 Ill' 1
STORM SEWER
RING &. COVER DETAIL
NOlES 1,2 . 3
REV. DAlE DESCRPllON
A.c.
APf'.
Jmm:
1. StOl'lll UWI'S nI .... to ... cenhNd In junction box
lda. oth.... 'plCltlld In pili'lL
2. AU CIIIlCNN to ... 3.000 psi, with fiber Msh reinforcing.
3. AlI.....1 b....... .....1114. .In.... cont' lriaa
otherwise shown II'Id shill ... hookMl ..... indicated.
Horlzontlllt.. .... ... lipped IlIlInI_ of 24 bIr
....It.... It corn.... On precHt units, floor slIbs IN,
... seared to Itruchrl willi bJ no. .. dowel bIrs II
....11I of 6 dowels) pushId Into the Wit Conerlt. 1ft..
the flo.. slab II placed.
4. C.....,.. III exposMlI" 3/"-.
A -
f[~
~;S ~
;
<,v :'~I'
Irtck Will Ftr It...
~V
~
-
. . .. ~l
\ I' .
. . .
BRICK STACK (IF REQUIRED)
1
REV.
4/1/02.
DAlE
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS AO...INISTRATION
ENGINEERING
JUNCTION BOX
TRAFFIC TYPE
POURED CONCRETE
REDRA~ BY
Noyo
aiEa<EIl BY
R.cS.
DESIGNED BY
DAlE
3/00
INDEX NO.
207
1 Of 1
R.... NoW.
R.G.
APf'.
DESCAlP110N
B"
Storm Acc_
RIng & Cover
See Index 1203
/
t::l..QIE.S.:
1. Non traffic beoring.
2. When pipe diameter exceeds 30., inlets shall not
be used as junction boxes, limit 3 pipes per inlet.
3. Chamfer all exposed edges.
4. All concrete shall be 3,000 psi, with fiber mesh
reinforcing.
5. Center support shall be used on double wing inlets.
(See Detoll B).
111
c:
~
.
CD
I
N
---1LL
..._r-lTIVl4 Rebar
WIre To R~
RetaInIng Nut~~ 74"x 4. x J/B. Galvanized
WIth Washer Steel Angle Iron
10- Long x 1/2" "
Galvanized Steel
Carrlaae Bolt, 2' O.C.
(Typ.)
DETAIL "A"
.
co
4"x 4- x 3/8- Galvanized
Steel Anale Iron
-I. u .~"
~ '"
EttB' '. II Concrete FlIIlld 4- P.'lUC,
. .. .', ~ Sup ort Past Ta Be sed
, 1., ...~ At B:;ter Of Inlet Throats
.. ,,' ".I ""-....On Dauble Wlna Inlets.
10" Long x 1/2" III .:- ~
GalvanIzed Steel I- ~
Carriage Bolt, 2' O.C. I- ~t'\.
...--- Chamfer Cancret~1 "\.14 Rebar
V45. (Typ.) DET AIL "B"
/
FACE OF LID
2
4/1/02.
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS AO...INISTRATION
ENGINEERING
TYPE E STEEL NOSED
WING INLET FOR
MODIFIED CURB
DAlE
JIM
REDRA~ BY
No..
R.... NoW.
R.G.
1 01/10/2002 Olange RIng " NoUl
aiEa<Ell BY
IUS,
DESIGNED BY
D.6.I.
, Of'
INDEX NO.
111
A.c.
APP.
REV.
DESCRP110N
DAlE
(.1 -1
;' 1
~ f
~
OR ~
eJ ~
~~ i
~ ~1l6"') :a
< .~~ ~
~~M ~
Q ~~ ~
~ ~ ~'" ~ OIOJn a
~i 0 ~gg~8
N l~ .~~~l
<S~~ .a~i
o R ~ ~ ~ ~E,IS
~~ 8~ ];==1
~ 9=1 tf.1 U ~~..!iiil
~
m
o
w
0::
<I:
D...
W
0::
D...
........
~.......
u
~~ ta
~ 0
~~
tIj~~Q~
H ~~
~ ~~
~~~ a
<I:
D...
W
cr
D...
~
o
~
~
~
~
~
~
~ ~ I
f- f-
U U
W W
J J
o 0
cr 0::
D... D...
<
Q
I--f
~
o
....:l
~
U)
....:l
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<
E-t
~
Q
~
~
o
E-t
U)
..
~
~
E-t
~
~
<
~
....:l
U
w
~
<I:
Z
f-
W
W
I
UJ
>-
m
z
o
F
D...
i":i::
u
UJ
w
o
W
f-
<I:
o
o
z
Ct:W>-Vl-OZVl
(.)
~
~
o
:J
Z<
0>
F5
C,,) z 0
:::> ffi l7J
e:::: wVl
I- zo
(f) C3 ~
Z ~W
o o~
C,,)W
0::0
a:: ~~
o Vl"
I. C3 Vi
... w
O::Vl
I- <~
o ..J
Z ~~
n")
I::)
, C::>>
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~
C\J
0'>
T-
oo
'Il:::t
\
o
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. , LU
~'~ .
'" ~~.~, "a...-
t-<.:, ~
\ ~~~.
DRAWN BY:
ALG
KEZ
01.23.03
CHECK BY:
ORIGINAL DATE:
SHEET
~ S5 OF 21
F.l.
.
N
....
....
I
7
t I
I
J
14'-0"
#4-~" O.C./E.W.
Min. - 8" I--- 2' -8"
Min.
~Mln. Throat 5"
#3 Dowel 10" O.c.
~ ~ r- 2'-8"
, -.....:: ", ~ ":; I I I
, ..' · c
~~ = ~:E c
/I " _ I i:
--~n- ~ ~
= .(] _ m
4!!- ==-~.~/y_ ~
.t..: ,.: .';".-= ' ' , .:(. .~ '.' , '4: : '.":1
4' . , . .#, 71. . . ' . .: . I' , ' ." . . . .; I
J L Cement Grout
Flow Line
-- 8"-
.
N
.....
...
1\
- 1'-0"
1
SECTION Y - Y
"""
IIIIIIIII~
I I_,\:
~ ~
n ~ Cold Joint
r n -'~ \ t "--1216"'18" Under drain
v v \.... Trim flushv stub - AU Inlets
to waU
.
GO
I I
F.l.
Cold Joint
#3 Dowel 10" O.c.
8" Brick Masonry
~see Index No. 203
Underdraln alignment adjusted X - ,-Addltlonal #4 as shown
with 1/16 bends not 90. eUs / ,
/ / ,
~ / 1'-( 10
::: ~ ~e ~: I ,
c( -/'/ /--- (~ggggg~ · .
V ~ ::l n... l: 'f .e
'!!~'ODDDDDDD N:I:
1&JDDDDDDD
~.....~ V J
/"'"
#4-12" O.C.lE.W.
SECTION x-x
I
~
~
#4 Rebar
~,.,
. . " Concrete flUed 4" p.v.c.
. ~. support post to be used
at center of inlet throats
on double wing Inlets.
'\
.....V"
.
GO
DETAIL A
F.l. ~
y
t
1. Non traffic bearing.
2. When pipe diameter exceeds 30", Inlets
shall not be used as junction boxes.
limit three pipes per Inlet.
3. Chamfer all exposed edges.
4. All concrete 3,000 psi, with fiber mesh
reinforcing.
5. Center support shall be used on
double wing inlets. (See Detail A).
y
t
F.L.
NOTES
c( -
x-
-4'-0"Mln -
R.H. - L.H. OR DOUBLE WING INLET
~:.:....::..:
.' " .'-iI.
... ~. .,4/,..
. ".' ,',"
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADhilNISTRATION
ENGINEERING
REDRAYtN BY
Noyo
OiECICED BY
W,J.S.
N'P. DESIGNED BY
D.liB.
2 4/1/02
R.G.
DAn:
3/00
INDEX NO.
nz
1 .. 1
R.... NoW.
TYPE F WING INLET FOR
STRAIGHT CURB
SECTION A-A
1 01 /I D/20D2 ChcInlIe Rtlg I: Not.
A.c.
REV. DAn:
DE9CRIPllON
12.
24.
I
I
O"'~ 6. U.D.
I
1
.
(C)
.:::::.
Lt'l .
. I (0
(C) N.:::::.
.:::::. @,.,.,
3'-4.
-I
4'-4.
I"
I I ~
" (Outfall Pipe
2-1/4 15" Minimum
..
~ 0
o 0'1
C ....
a. 0
en lD 't:l
~ N t:
':.ot N N dl
AlumInum Skimmer
2-1/4.
-
~L_
............
""
3'-0"
I
<It
I
J
,
'C
t:
o
lD
.
o
~
I
in
Weir
.
(C)
I
~
---
Concrete Pad -
Under Skimmer
~l~
i--1
TYPE E
Straight Bars 2" x 3/16"
Reticuline Bars 1-1/4" x 3/16"
Bands 1-1/2. x 1/4"
Approx. Weight 215 Lbs.
a"
IHo
.
co
PLAN VIEW
Design High Water Lev,' ~
Top of Bank
16" Freeboard Grote
, ~-3/4~ If Eye Bolts Per
4 -4 "
~ ~ FODT Inde. 201
3'-0" ~
t Steel -.-A c +-1-* + 2"
-b ~rate 1
T 2" CI.
I ~
NOlES
1. Fasten skimmer with 4 stainless
steel bolts wi lead anchors
2. Seal all edges of skimmer at
contact points with structure with
...aterproof caulking or approved equal
5-3/4" ~ I
&
Water Quantity
Weir
Aluminum Skimmer
r 'I
1 ~+()
-;tr~
'- 6" U.D.
\.- Outfall Pipe
15" Minimum
Water Quality
I
)
()
Pond Bottom
I
J
\
Lone,
a"./ L 14 Bars
Pad C 12" Ctrs.
4" Min. Install 6" (Min.)
Gravel Bedding
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADhilNISTRATION
ENGINEERING
STORM SEWER
OUTFALL CONTROL
STRUCTURE
WI UNDER DRAIN
REDRAYtN BY
Novo
OiECICED BY
H.D.Q.
N'P. DESI~ BY
DAn:
6,/00
INDE:X NO.
2115
1 C1f 1
CROSS-SECTION
FOOT TYPE E INLET (Modified)
& 11/Dll/2Dll1
Addold nen..
DE9CRIPllON
A.c.
REV.
DAlE
'"
:.
'0
~
o
V>
,
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iii
w
o
,
~
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:.
'0
/'
c:
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Overlap filter material 18" 24"
acro.. top of aggrega: l. \ l. 1. i
"Y/)y/>7/'>>'Y/'X. \ 1 /)./ /)./ /~ \% V ."
,\~y,(<<<<<<~ ~~~,,~"~ . . -. _-"l
)',,~~ varies ~~'" /. .' . '. I
~ *5"
'<.I. :'\ <y
~i-"'"~o 0 '"
7,/ 0 O~oooo'~
4 00 0 .....,.
000 0 .,'
'If 0 00 0""'''-
~ 00 12" 0000 (<"
00 0 0 I ~ 00 0 00 /
00000 00 0
- ~00 01"l0 ,...0 oQoo
~ ~~~o~~:o "
'..... OU m '
~~ o~o,~oooo ~
~ ~ ~~~Oo 6" 0000 '"
/~ ~' Q 0 0 000/.1 "//ov
. 0""':\/ 'l~ /.~ Unless otherwise noted,
. ~~:<<~\>,<<~y<<~) underdrain pipe shall be 8"
">,, ,""~~. diameter PVC with perforations
down - See Technical Specifications
for details.
Perimeter of aggregate
to be fully wrapped with
Non Degrading Fiberous
Filter Type Material as
Directed by Engineer,
Mlrafl 140 N or approved equal.
z
<
~ c
CII :E
CII .
III \D
I/) I
~ N
a:
<
>
:J
~
Filter aggregate for underdralns shall be as
specified In the FOOT Standard Specifications,
Section 901 - Course AGGreGate, and shall
be either #6 or #57. If #57 Is used, It must
be washed and screened to remove fines.
The aggregate may be stone, slag, or
crushed gravel.
TYPICAL SECTION
V1
c:
o
L-'
/'
L
W
'"
:.
w
:J
In
/'
w
E
'"
Z
""
c:
'i
'"
o
Solid pipe (w/o perforations) Is to
be used under drives and roadways,
with compacted backfill.
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADhilNISTRATION
ENGINEERING
UNDERDRAIN
DET AIL
BACK OF CURB
~
w
c:
:.
o
REDRAYtN BY
BVD
OiECICED BY
R.F G.
N'P. DESI:~ BY
DAn:
3.100
INDEI( NO.
2'18
OJ
E
'"
Z
REV. DAlE
DE9CRIPllON
1 OF'1
~
w
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E
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00
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N
~.
'"
L
w
'"
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o
n:
Fr... And (nil'S.. Index No. 203
~ I).... Al,_
77
7V
-L
c:a
A
/
=
/
/
~~~
I '~cccd'lo..'
~DCCCCD'l:
I ~ STllRIl I: II
, ,~DDDDD~DDD
-.;;JCCQCDDD
~~..
~
-
'-
,
"-
===:::::
~
c:a
PLAN VIEW
I B"
I
2' _BH Min.
Open Throat
Both Si des
."~~'
, .
.!...'~
~."f:;-:
#3 Dowels .. .'i
10" O.c. ::".,.,'
......
"
Grout Flow
Line (Typ.l
\
.:':. :~.:-:-: -:.:-:-:.:-:-:.:-:-: -:.:':':.:.:.
SECTION A-A
Aluminum Skimmer
.
o
~
I
in
Slot Or
V-Notch
Concrete Pad - i--
Under Skimmer
Design High Water Level ~(
Top of Bank
16" Freeboard Grate
Water Quantity
Weir
t Water Quality Slot Or V-Natch
l Aluminum Skimmer
Normal Water Level
I
8H
A=2' -8" Min.
When Pipe O.lJ.
Is . 2'-8"
A=Pipe 0.0.
A minus 2"
8"
A
1
I:" '- :',.
k
"
"
.' ,
T "
:\.\
." ~.
//~~I
., .....
~
r
't .'
/.1," '.
. ,
:' " ,II.
I ~"'~ ~.;;:
~
f---
f---
f---
-
A minus 4"
.....
/
IL=:
7
Concrete
.f
..
>
I
....
./
Brick -
(Typ.l ........... ::=:=
- I---
~.
- ,..,.., -
- .. .. , .. , .. , .. , .. .. .. '------
"""" "IO.,I..r---
~
t ,. ,', -" '......,,'.... ....~~:,:...:..; ~,: ".;,';.: , ...~'.', J -:r
',J, .. '6' "'f. . .... ,'" I. I., ~
~'. ',I ~."'~. ~".' .t~':~ .....:.~.I~.....:'.. \"H' ':'.;:,
8" I
I
SECTION B-B
;:.:;.. -i. " V.lel
~ .:!.. ~ Bottom Of Swale
r.. W'.,. "'. :.
. " .'
A' . '; :-
I .'.
./
F
NOlES:
1. Non traffic bearing.
2. Chamfer all exposed edges 3/4".
1 All concrete 3,000 psi, with
fiber mesh reinforcing.
Depth E
Shallow 0'-4'
Standard 4.1'-6'
Deep 6.1'-14'
8"
8"
12"
./
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
ItS Bars 10H O.c.
2 4/1tm
1 1/10/112
REV. DA'IE
REDRAYtNO BY
R.G. 1m
A.c. Q1ECIlED BY
R.c.s.
/#'P. ~ BY
OPEN THROA T
INlE T l
R.... NoW.
Oranve Rlnt II Notee
DE!lCRlPllClll
12"
J
-I
I-
3'-4.
24"
4'-4.
I
I
.
(C)
"
Lt'l .
. I CD
CD N.:::::.
" <<>> I"'l
Sl 0
g ~ r
I J} dl 't:l
~ N ~ 6
lD
.
OD
(Outfall Pipe
2-1/4" 15" Minimum
- =-tf.
~
~
I
~
~2-1/4"
"'"
.
N
~
Weir
3' o.
/
..........
~
~~
.
CD
I
~
.
N
~
a"
~
- -- It
a.
.::.
.
It)
5-3/4~ Eye Baits P~r
4'-4. " rFDOT Index 201
3'-0. -I rI .k- Top of Bonk
" "':.I---r- Inlet won
( ~- -t+- f 2.
1
1
I
PLAN VIEW
5-3/4.....~
~-d~
t Steel -.-A
-b ~rate
...1. 2" CI.
-t ~j
!~t
a../
(Outfall Pipe
15- Minimum
~
I (;
NOTES
1. Fnh!n skimmlr with 4 stainless
steel bolh w/leld anchors
2. Seal all edgls of skimmer at
contart points with structure with
waterproof caulking or apprond equal
.
Basi, Lane, Pad
Side Slope 4. Min.
4: 1 (Typ.)
Pond Bottom
L #4 Bars
o 12" Ctrs.
Install 6. (Min.)
Gravel Bedding
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADa.lINISTRATION
ENGINEERING
STORM SEWER
OUTFALL CONTROL
STRUCTURE
'WI SLOT OR V-NOTCH
.&. 01/01/2001
REDRA1lN BY
Novo
QfECICE[) BY
".D.Q.
N'P. ~ BY
CROSS-SECTION
FOOT TYPE E INLET (Modified)
REV.
DAlE
AlldoId not..
DE!lCRlPllON
A.c.
Overlap filter material 18"
across top of aggregate. \ Backfill trench with selld
1 L Ii penlou~materlal'
.,y/~ ~~'>%~. .\" t ' '.7, . 1~~<<Y<<-0Y'&Y/"
,~"<<%~ . . .', ' . ~~~~.
J,~~/ 'varies .' . @ /.
~...., '. . ',xy".
~..../ ~~
'l ~oo ~O 0~0000 ~
.~ Qo ~ 0 12" 00:0: ~Fllter aggregate for underdralns shall be as
00 0 0 1 0 Q~ ~ specified In the FOOT Standard Specifications,
00 000 0 0 CO 000 c: Section 901 - (ourse Aaareaate. and shall
- 0 Q~ 09-0 ':00 0 be either #6 or #57. If 157 is used, It must
~ 09'ffi OQ 0 be washed and scrnned to remove fines.
.~ ~ --+-- .L. The aggregate may be stone, slag, or
.< ptJ~ I 0 ~: ~ crushed gravel.
?- ~o~~~.oo 00 :>:
~1\\.CoO~oo 6" 0.000)) ~
~ ~~~ 0 0 0 000~.
~>>>>>>>>>Y)>,J)>,// ~
-.; /.1<,(/- -.; " "<<'\V
Perimeter of aggregate
to be fully wrapped with
Non Degrading Fiberous
Filter Type l'Iaterial as
Directed by Engineer,
Mlrafl140 N or approved equal.
Unless otherwise noted,
underdrain pipe shall be 8" min.
diameter PVC with perforations
down - See Technical Specifications
for details.
TYPICAL SUBDRAIN SECTION
NON-ROADW A Y
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADhilNISTRATION
ENGINEERING
UNDERDRAIN
DET A Il
NON-ROADWAY
REV. DAlE
REDRAYtN BY
8. V.D.
OiECICED BY
R.f.G.
APP. ~ BY
DESCRlPllON
DAn:
3/00
INDEX NO.
213
1 OF 1
.1
"\
't:l
t:
o
lD
DAlE
6/00
INDEX NO.
216
1 OF 1
DAn:
3/00
INDEX NO.
219
1 OF 1
& NOTES
1. Fasten skimmer with 4 stainless
steel bolts wi lead anchors
2. Seal all edges of skimmer at
contact points with structure with
waterproof caulking or approved
equal
Aluminum
Skimmer
Orifice
Concrete Pad - ~
Under Skimmer
Design High Water Levell ~
Top of Bank
t 6" Freeboard
Water Quantity
Water Quality
lNormal Water Level
Pond Bottom
5-3/4~
4'-4" "
,rI
c +-h 2"
1
1
T
12"
I
T
4'-4.
24"
-2-1/4"
.
o
~
I
in
"'"
Weir
.
N
~
3' 0-
.............
rt-- -
./...............
.
N
~
.
(C)
I
':.ot
a"
~
I
.
co
PLAN VIEW
5-3/4" ....
~I 3'-0.
Grate n 1 ..
t Steel.-A
-b ~rate
T 2" CI.
I
~!
-.- ;IT,.
a-'/ L #4 Bars
C 12" Ctrs.
Install 6. (MIn.)
Gravel Bedding
I
Cone. Pad
4- Min.
Basin
Side Slope
4: 1 (Typ.)
CROSS-SECTION
FOOT TYPE E INLET (Modified)
A
t
6" Underdraln
I \
B
t
B
t
Outfall Structure I
DETENTION POND
N.T.S.
12'
Max.
~
Cone.
Compacted Drive
Backfill 1~ l
I
l
3'-4"
,..
.
co
Outfall Pipe
15. MinImum
-
2-1/4.
--ill-
~
~
I
<It
7
--It
B.
~
TYPE E
Straight Bars 2" x 3/16"
Retlcullne Bars 1-1/4" x 3/16"
Bands 1-1/2" x 1/4"
Approx. Weight 215 Lbs.
Eye Bolts Per
FOOT Index 201
Top of Bank
Inlet Wall ~
-
Outfall Pipe
r 15" Minimum
. ~ P.V.C.
r.; Ir 90' Bend
:"I.
Pipe
7r
,
I--
Orifice Opening
\.
'-- Con~. Pad
4" Min.
I
ORIFICE DETAIL
A.C.
CITY OF CLEARWATER, FlORIDA
PUBLIC WORKS ADhilNISTRATION
ENGINEERING
STORM SEWER
OUTFALL CONTROL
STRUCTURE
WI ORIFICE
Added nol.
REDRAYtN BY
Novo
OiECICED BY
H.D.Q.
DESIGNED BY
N'P. A.C.
DAn:
6/00
INDEX NO.
214
1 OF 1
& P,/Dll/2Dll1
~O O~ QUOO~'1: oQ
000",-0,000. cfb
oOoOn"hoOOoo 0
Perf. PYC "
0~C; 0&0 0 ~05
~~(~ ~o go,i; ~
~6"'-
B-
Construction
Joint ~
Con c.
Dr I v e
S.W Cut
Start Solid - - .!!~ Motel r
PVC Pipe J:~ --- ~,!.
4.0' ....
A
t
Line trench and cover aggregate
with unwoven filter fabric.
(Mlrafl 140-N olr equal.)
1/2" Min. Filter
Aggregate
24'
Max.
Perforated
PVC Pipe
.' ~. "",\
: "- Aggregate Filter
\. (See Note)lC
REV.
DAlE
DE!lCRlPllON
Sand Grown Sod
\//
Backfill With Clean Sand
-
\//
,
N
o 0- 0 U CJ' v v U U U 0 0 0
00 ON 000000 0
00...-0 0 000
000 ClOOO 0
"'~~o 0
0.- 0 0 45"
;r 10 0 0' 6" P.V.c. Underdraln
I 18" ~ A.S.T.M.-3033 Or
As Approved By
City Engineer.
12'
Mu
SECTION B-B
N.T.S.
~
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADhilNISTRATION
ENGINEERING
REV. DAlE
REDRAYtN BY
Novo
OiECICED BY UNDERDRAIN DETAil FOR
W.J.S. DRY DETENTION AREAS
N'P. DESIGNED BY
R.C.S.
DAn:
3/00
INDEX NO.
m
1 OF 1
DE!lCRlPllON
\: S-
A -- -J 6" - 1 l "'- See Construction
Detail 205 1 of 3
. ~ 1/ ~ / / ~ ./ A
00~0000 OoOo~oo~1 '. .
00 0 0 0 000
o~q:.oOo~~oo 0
11 Prf. PVC I
~oO~OO ~0~~:8~1
o 0 ~ ~o .3-Po--:. 'iI;P~
\. . A--
~ ~ggreg~te Filter
(See Note)lC
Solid PVC Pi ~e
TYPICAL SECTION
End Aggregate
Fil ter -
r.' " ..
2.0'
SalIdPVC
PIpe
./
PLAN VIEW
NOTE: Saw Cut Drive if Nearest Canst.
Joint Over?' from Back of Curb.
6" Cone. Drive
~
~/ / ~.~ ~~/~, co~pactedBackfill
.var e~' ...: Trench
I ".' .' " . ~
,81'
Undisturbed
Soil
"~,,
8" Dla. Solid PVC
Pipe, ASTM 3034,
Minimum SDR 35.
SECTION A-A
.. Filter aggregate for underdrains shall be as
specified In the FOOT Standard Specifications,
Section 901 - Course Aggregate, and shall
be either #6 or #57. If 157 Is used, it must
be washed and screened to remove fines.
The aggregate may be stone, slag, or
crushed gravel.
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADhilNISTRATlON
ENGINEERING
UNDERDRAtI
AT
DRIVEWAYS
REV. DAlE
REDRAYtN BY
BVD
OiECICED BY
RJ G
N'P. DESI~(l BY
1 OF 1
DAn:
3/00
INDEX NO.
220
DESCaPllON
al
't:l
t:
C
[I)
~.
~
{Q>
~
OR
Q
~
~Irl
~ellcr')
....d ~ 0'1
~.~~
~~M
Q ~~
~ ~ &=I'"
~io
b\:!l ~~
~j~
OR ~~
~~-~
~SOO
j
~
~
j
~
j
~ 00""" e
rgg~8
0-,0\ .
. ~~t-
010\
eir"1'
.6b~
&S e,~J
]~=.O
Cd ~~.SiI
~ ..........
8 ~.......
~ ~r--.
w
Il::
0...
cJ
~~ ta
e5 ~
~~.
tJj ~;Z; Cl ~
H ~~
~ ~~
iZ~ a
<l:
0...
w
Il::
0...
~
o
~
~
~
~
~
~
! ~ ~
f- f-
U U
w w
--, --,
o 0
Il:: Il::
0... 0...
<(
o
I--l
~
o
~
~
en
~
I--l
&S
~
o
~
~
o
E-t
en
T
r.'''' ''0." ..' ...,.", .'" ,., ".,~,' ... ,OJ
. .., ".' 0 . '1'1:.' .'.... . " '
""",.. '" ~.......,jI..".' ./0.',',', "-""--~.'(.,.
,'. '" ,",,. ,", "'~.
TYPE E
Straight Bers 2- It 3/1S"
Reticullne Bars 1-1/4. II 3/16"
Bands 1-1/2. x 1/4-
Approx. Weight 215 Lbs.
Weir
OrIfice ----.........
AlumInum Skimmer I'--.....
.......
-.
~ o~ Underdr.~ >0 I /
SECTION A-A
N.T.S.
..
0::
~
~
~
~
<(
~
~
U
w
:::!;
<l:
Z
f-
W
W
I
(/)
>-
rn
z
o
F
0...
0::
u
(/)
w
o
W
f-
<l:
o
Ct:W>-Vl-OZVl
o
z
() N
<( C'V") en
~ ~ a;
~
\
'", ~ ,E l.l.!
. ,'\ . a..
\" '.
""'.~
\ .'
DRAWN BY:
CHECK BY:
ORIGINAL DATE:
SHEET
~
o
:J
z<
0>
F
u
:::>
~
(/)
Z
o
u
e:::
o
I..L...
I-
o
Z
I-
o
z
o
o:::w
wV'l
lLlV'l
Z.O
-fIl
"'~
i3w
o old
W
0:::0
~~
V'l",
t5Ui
w
0:::V'l
V'l
<w
--l
>-z
al:J
ALG
KEZ
01.23.03
~ 9 OF 21
UNDERDRAIN
CLEANOUT DETAIL
n.t.s.
r Brass C1eanoul Plug
:.I~.
!r4iJ ''?<j,,"'' 'JI' ,.
~. ~;l.
(onerele Pad 4" f .....
ThicK x 1'-6" Sq. u [J
- /1
'I
6" or 8" - 1/8 Bend
Plug if at Terminal
End of System
~
/
~
'l
,
Flow---- it..
6":8"PV(Wye 7
~
Note:
(leanouts to Face Upstream
REV. DAlE
DESaFl10N
1:-15-
V Wrap
4 ' I.J'
, v. .~'?'
,~
Spring
Line
30-
-I
L -.1. <{
v "'n
ciI
~: A
~ v
,.. ~ v,
q ,
v
~.
Pipe -I--'"
Pipe
Pipe
PIPE JOINT T&G
NOTES
1. Join pipe with standard joint.
2, Trim bituminous sealer flush to pipe.
(Ram NeCK or equivalent as approved by City Engineer.1
3. Overlap filter fabric to the spring line of pipe.
(Mirafi 140N or equivalent as approved by City Engineer.l
REV.
DAlE
DESallP110N
See plan for
Elevation
20' I
Max J~"
Compacted backfill
/ ~d when specified
2 3/4" BO.q-
I, .. '. I~ ~'<t ~
':'. .~~, :'" ,,: Ji~
- I. .'," I, I. '_
"co I' '. ,".' , '...".' p.., :.
:d.:' '., ~ '.: 1~'1~
, . I,
'. , ' ....
I
T & G JOINT OET AIL
..\U.
~~.;
U::~;~ J"
~~ /
8"- ~! - Approved ~
2 ~'i Fll ter fabric ea JOint U
1~;: ~~ ~per detail
_I'.
','
-- -~ L r{ X
Filter / ' 1-9r' 'IIn ~. ELEV A TION frnf
fabric ," u.w
1/2 y IMin.l l 3'~ I Anchor pile replaces
J . Conc anchor when
See plan for -m- Filter fabriC tall SpeCified by Engr.
Toe ElevatIOn
.,' ',' ': \., ',.. ;. '.:' ': : ''', :... _ .... , " . ;': , ~..: ',: ':,'.," :. ,
5-100 lb. rip-rap
Y stone \
MHW \
-f---
co rol 2 1/2" Clear (Typ.)
........... 3"
~ : I~I. A,II, ,r~~n f; steel
~ ,,1 ,,: .~. ~
. .
"'. I' I
T~.:7;r.J-
-t
C7>
~
-0
~
o
~
VI
,
'"
ro
'"
Cl
,
'"
NOTE:
X B' 10' 12' 15' 1B' 20' 25'
Rip-rap used when
M.H. W. is 1 ft. or Y 3' 4' 5' 6' 7' B' 10'
higher above toe
of seawall
(5) #2 stirrups
Premolded expan. 9" I -b th 'd
joint I ,,/ 0 c ~ Sl es
48' olC ..' V ".,
~ " ;.
. '<t i.O
---
C7>
~
-0
---
C
~
20" (4) #5 Rebsr wi
I .1 #2 stirrups, 18"o/c
" , ... :,.:,~ I "
'0;-- ~, ~'. _ 2 1 2 ( 4 ) #4 1 2"
'.~ ~ .:.: '. IS ~" Clear (Typ.) Rebar I' -I
<.0" '...,
- #10 tie 1'-' -.,- ~
I ..~ . . --,~ \ I '" ' , I
t r. .t. . .'~;" ~ :-." '~.'''''
\ ,~----.J_ ~ (4) #2 r-.~' I J""
:: - ~ ,.' :<.0 t Stirrups_~I~,} ~." '. ~
(4)#5 Bar '.. #10 tie-back L, ';,' :'
Con tinuous , . _ 10' o/c .'1' '.," " : " _
- L 2 1/2"
CAP OET AIL II" Clear
ANCHOR
OET AIL
2
~
'"
c
o
'--"
,.-
L
'"
ro
~
'"
:::>
ii5
---
.j.,
.i
\ ,- _','.
. :.. ,
. , . ~
"-f ' #10s wi 2 coats bitum.
10, o/c (Typ.)
TIE-BACK OET AIL
(5) #2 stirrups
~ 7J" '. v 9" o/c Jf#L-'--
'I 1\ lOr: ',;~ i.O
f\IiL 3.
m!r_
..,. #10 tie-back wi 2
TIE-BACK OET AIL 10, o/c (Typ.)
'"
E
ro
:z:
C7>
c
i
~
Cl
",.,' ,
NOTES:
1. Chamfer exposed edges 3/4" (typ.).
2 All concrete to be 3,500 p.s. i.
at 28 day cure with
fiber mesh reinforcing.
State permit required.
.
".' .
. .. '
'"
L
'"
c
~
o
'"
E
'"
:z:
6" or 8" PVC Underdrain
Low End
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
STANDARD
UNDERDRAIN
[LEAN OUT
(STORMI
REDRAWN BY
B.V.D.
CHEa<ED BY
H.D.D..
APP. DESIGNED BY
R.F.G.
DAlE
31/00
INDEX NO.
221
1 Of 1
~
~~
~rr
~
..~
,,~
y~
)~ j
~)
Wrap
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
ELLIPTICAL PIPE
JOINT OET AIL
APP.
RE?:~~a BY
CHECKED BY
DMB
DESIGNED BY
DMB
DA1IE
3/0Cl
NDEXl NO.
221
, OF 1
#6 lift ring & cap dowel
~~
t
r ~".' ". .' '" , . .","
:: " I.. '0' ~ .~ "
CXJ .'I.""""t'7" .,' .;. I ~ ....' le, ~.
,r-.
... fl ..
o
~
.:. .,,,~ '. . .... to
:.
:,
..
.,
~1
'.
"
I
.--..
.
~
.
~I
.::::: ',- #6 Rebar
--- ~ 5 3/4" o/c
l
.,
c
~
'-../
~
~
N
...........
.
.. - #3 Rebar
~/ 18" o/re
~ ~,
..di]
.. 0<.0
.' ,......
.-... ,..,........'t~_
/12"
4' Std. --
"-
& 6' as req'd.
SLAB OET AIL
A
.
-
~
;
.,
\
~f
I. 2
2 1/2" Cllf.
~ (Typ.)
I
· T
-
coats bitumastic
R..... Not..
_IIY
D. King
.r
W.1S.
.... 0_ 11\.
A.M,N.
R.G.
+ · · · .>. or ·
,"''''''''''''''''''''''' ..1"",\
>.1::-. Filter r+'\L........Nailiing
= .! IXI i f b' : lXIoft'
~ J'l'''' a /,C \:.l"~rip ((2)
;,,:t at ea~h ja;nt r
JOINT OET AIL
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADhUNISTRATION
ENGINEERING
TYPICAL SEAWALL SYSTEM
FOR GULF BEACH,
CLEARW A TER HARBOR
&. TAMPA BAY USE
"
4/'i/rrl
..
1
IIIl
r.
.---
'"
'"
::::>
E
c.
~
.0
""
Co
Co
N
~.
L
ro
:L
'"
ro
Cl
o
CL
DAn
12/95
1IIIlDC1IlO.
230
1..1
cxo
>
'/ ..L
I~
WAX YRTLE
..I.
1 L-....:
4
4'
.1
~... SURrAC!
SGD --r-
~4~'
T
1-vr
/
~
AFTER FLLM&
TE III'F TIIP
~
r pvc III' PCI. mtm.EIE
AS1lt .. ...... SDR J5
Q8lRAIN fLLfD WITH
IlMR 1iRAVEl. - III LIIERCICX
/'
..
~
NOTES
WUV!N SCICJ(
.I.
1. ENGINEER WILL FIELD LOCA TE DRAIN
2. DISPOSE OF SURPLUS EXCA V A TED MA TERIAL
AS DIRECTED BY ENGINEER.
~
'.I.
,
,
~
TE SCICJ( DII ...
WITH tm..lIN CDIlIl
~
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
REV. DAlE
REDRAWN BY
NOVO
CHECKED BY
TLl
APP. DESI::' BY
FRENCH DRAIN
DAlE
,,"
INDEX NO.
D!
1 Of 1
DElICRIPl10N
Filter fabric Mlrafl 140
3'
4" Thick concrete collar
With 2 mats of 6 x 6 #10 welded
wire mesh
\
'.. ": 4(
. ',~'
'.
, ...... . , '.
.'. . '. I
..
. .
\ '-.
" '. .. '
.' .~ ':
,
01
~ Place DJ bell In
RCP bell when
feaSible
RCP
~ W", weep Wee febm to
pipe
,
, ..
, "
,
'.-
, . ~'... " ~ .' ", .' .. ,..,
, . .
. . " .
1,4,
I,
. ' .
W", weep f,ltee febe/
pipe
<l
Hydraulic ce~.~nt around perlmlter of
annular space at Interior JOint
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
REV. DAlE
REDRAWN BY
BVD
CHECKED BY
AC
APP. DESI~ BY
DUCTILE IRON TO RCP PIPE
CONNECTION
09~N701
INDEX NO.
228
1 Of 1
DESallPl10N
, ( ~
I- 15'-18' -
I _H.W.L.
..... .. AAA~A ..
~
2
LITTORAL ;, CYPRESS / \
SHELF '" _~'F r OL\rV .,
. . . . . .~ .~~~.vi&-~.
""" '. r:I..:J:::. " SOD
. . A A
j
B'-12'
1JQill
CROSS SECTION
LAKE/POND
N.T.S.
1. Littoral shtlf and upland areas to
be ,egetated per city requirements.
2. OuHlll struch..e shalllncorporlte
sub draIn wIth In....ts no lowlr than
normal wlter eleYltlon. Overflow
shill be Itt at Iigh vlter ell..tlon.
wlter Ile,atlon.
3. Length to width ratio of pond
shill be no greater than 31t
4. Exclptlons to this dalgn illY bI
vlth approval of the city engineer,
on a cau by till basis only.
T.O.B.
'" ~..~ \L _\,
~~h_\
1 L-....:
4
H.W.L.
~~~ Pl~ ~
, . ~ ~ .<l ~ P. ~ ~r, _ _
-..zl ~~i I"~. . . ., ..... 'H.W.L.
~~ /\ 7'. . . . . . . . A A N. W.L.
N.W.L.
11
6
1L
2
15'-18'
..
LITTORAL SHELF
N.T.S.
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADhllNISTRATION
ENGINEERING
REV. DAlE
REDRAWN BY
B.V.D.
CHECKED BY
I1.D.Q,
APP. OESIGNED BY
RJ.H.
WET DETENTIONI
RETENTION POND
DATE
5/00
INDEX NO.
231
1 Of 1
DE!lCRlPl1C11
Fibrous FiI ter (Mirafi or
Equal) Material Cap
Secure to End of Pipe
I-- 2' --j Varies
"L....../~ .' '............ :l
~~" l':~' ,'. ~ 1
'/~ .. % . '.,
~}., ,'.f... ~"<,," :"..: ' ~ 4"
//. ~~ ~
~*" ..~::,., ~k---IRelnforclng 6"x 6"10/10
, .,' . Welded Wire Mesh
.
. .
., .
~~h~ ~ . Reinforced G...lle Lining
.~
"
. ..
"".... "'}o,.,,~:"
,....:...~A.. ,
...... ~ '
0'" ..
~,~ ~.."v,v,:-v
~ ~ . ~>%~"Y'
'~., ~'0
~~~~~
Toe Wall At Top
& Sides Approx. 12" Deep
1112" Dia. Weep Holes
Typ. -See Detail
--
T oe-Aprox. 12"-18" Deep
TYPICAL SECTION
REV. DAlE
DESCRlPl10N
200
Max
Compacted Fill
&. Sod
See plan for 16"
Elev I-I
r-~.~...
.~ 6" /
~ p.-::-
X ~ 1*8 Anchor Rod
j) 10'O[
"
,I .. "
~1!1
~. .
FII ter X At Each JOint
-~---~ per Detail
---- ..... /
- '. y
~ '. 3'
X l' Min T'~ Filter X fabriC tail 'Kill"
~t
See plan for \
Elev ~
1 : ;.,
2':...4'" :' .' ".
N ',:~: :,~~: I ~
." " "..;:,:;:;
.~ <t.'
17/8,,-r I" . '.'r.:' :", ~.
"T II', .;---:-; :4 .
I
Ix
Iy
3' 4' 5'1 6'
B' 10' 12'114'
Anchor pile replaces
Conc anchor when
SpeCified by Engr
ELEV A TION
Preformed -
Exp JOint
48' O/[
-
r:r. '
~J
2112"
.,.-- -~
': .'~
16"
I' 2 1/2" .. I
'. 'I "'.. ,',
'.. .'. ~.
, 1'" :. . .. . Clear
.. ----L-
I .1',' 5 3/16"
, I ~ I.
-:t " I'
I " CAP
. .'. . DETAIL
I.
12"
. ,
. I,.: .
""- I- .
,~~.
'"
"~! '.
~(~
'L'I.-
T
" .
rf.,.,
_ 00
- -'
. ,..-,
. .
.
~'..
L...:.......l.. _L-
1
. ..---
~~.. '::..i,
, ',' 4., ,
:::::~..,
(4)#4 Bar __ I,~', A, . CD
.- . .
I '" " A .
~ ~ " I
. '.',. .
ANCHOR .'1'. .', _'--
OET AIL LI" 2 112"
1- Clear
ANCHOR ROD OET AIL
1L.l#4 Bar
[ontlnuous
.... -
-
-
.: ",
...
.. "..
"..\
':[.:. \
. I . .
..' I
- '~"I.-
#8 Anchor Rod wi
2 [oats Bltumastlc
10' On Center (Typ)
"" 00
I
""
NOTE.
. "
.::~ ;'.
All concrete to be 3,500 p.s I
at 28 day cure, With fiber
mesh reinforcing
1 4/'i/D2
REV. DAlE
R..... Not.
DESCRlPl1DN
~ f
~
OR ~
Q ~
~~ j
tU;) ~ Qd1 ~
....d S 0\ <
~.a~
~~M ~
~ ~~ t.,
~~ 0 ~gg~~
~ i~ 1~1
OR ~ ~ M~E-j
~ - ~ ~ ';=:'..
~,d e ~ .......c:l t3.
~ ~ 00 t) ~~~
6.
..
~;;',
~~~.~ . ~
16 ..;[
,\>10< ~rr.8~8~.'
~~~~Q\'Cil'")~ q::. . ~
~~8b'O
~ Granular FlU
1112" PVC
Weep Pipe
.
~
Slope
Down
d'
.
.
WEEP PIPE DET AIL
~ -------
8 ...~00IlIIII~ .....
~~~
W
0::
0...
cJ
~~ ~
~8~i
~~O
~~
~~
~~
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
REDRAWN BY
B.V.D.
CHECKED BY
PRESSURE CONC SLOPE
PROTECTION DET AIL
DAlE
3/00
INDEX NO.
225
, Of 1
: - : '. i~~:' ~-: ~.:"t ~ 1
" ...~~ '. " ,",. " . .-
~ 4'. :,.' ~"~>~'..' 1~"T~
I.,. '.. '.
- r , 5/8"
-j
JOINT DET AIL
APP. DESIGNED BY
R.es.
>...~..:: 'j.' 1-- ~o:, :10. :., ~ '~ ':t/:. ::';;' :.tt'.I~',:-:-.:>
- ,r-.
~
o
~Z
lL.
o
W
0::
<t
0...
W
0::
0...
,. ......, '. ." , ! ,'" . .
,.
I.
I
-
-
I
-
-
~I
'I III V
, ",'.,. ,.", .... , 41: ..
2 1/2" Clear f
r !Typlcall
Lt I~""":"''''~' ~":......~,,.,\.
:(,.'1::-. r'/''\:
. IXI' 'IXI"
J.!j i \:'l"L
w
t2
o
~
~
~
~
~
~
w a ~
~ ~ g
f- f-
U U
W W
--, --,
o 0
0:: 0::
0... 0...
. f
1
J
R.G.
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
RET AINING WALL SYSTEM
TYPical For Clwr Harbor,
Channels &. Ponds
NOT FOR GULF BEACH USE
1 Of 1
REDRAWN BY
D. King
CHEa<ED BY
W.1S.
APP. DESIGNED BY
0.6.8.
DATE
3/01
INDEX NO.
22'
..
~
~
~
~
P:::
<
~
~
U
<
Q
1o?ooooi
P::=
o
~
~
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<
~
tJ;:I
Q
~
P:::
o
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U)
w
~
<t
Z
f-
W
W
I
(f)
>-
CD
z
o
F
0...
0::
U
(f)
W
o
W
f-
oe(
o
a::w>-en-Ozen
o
z
() N
<( m m
>- <::) 'r'
<( ~ CO
N ..E ~
. 0
~ ~"" Z
\ I"-~ ~ u.i
~. ,,~""c -- 0....
".~ ~\ '.<::~
. ~'\ ..~)
\ " ,"-.
'\. ~--) "
DRAWN BY:
CHECK BY:
ORIGINAL DATE:
SHEET
o
::::;
Z<
0>
Fb
u Zo
=> o::w
~ wen
WUl
ZO
(/) (3 ~
Z ~w
o o~
Uw
0::0
0:: ~~
o ~S?
lL..8en
0:: en
~ <~
o -..l
Z fu~
ALG
KEZ
01.23.03
2(0) O~ 21
RING - HALF PLAN
.
N
L.
o
.
..:t
....
1'1'I
I
....
~
t
'I
"-
/\
I" , , "
RING - SECTION
Minimum Weight 7" 232 lbs.
g" 278 lbs.
NOTES
1. Where roadway base is 8" or thicKer use 9" ring,
all other cases 7" ring is permissible.
2. Manufacturers model of storm ring and cover to
be approved by City Engineer.
_./"'-..J
i
/~~
~r/
~ ~
r/ / // ~
)>:'>
/ '/
'\ <~~
I
~.
t'
I
-......
L...---
~
th-
A~
~~
~~
~ /.
~~
'<'( ~)0
~/~
'(4
./"'-..JL..---
PLAN
Shallow 0'- 4'
Standard 4.1'- 6'
Deep 6.1'- 10'
Deep 10.1'- 14'
At Terminal
Manhole
~
~
~~
y),: .... ./\
~
A
2'-6"
3'-6"
3'-6"
3'-6"
NOTES
1. All concrete to be 3000 p.s.i. with fiber mesh
reinforcing.
2. P.V.c. pipe entry requires manhole adapter coupling
by Flo Control Inc., or approved water stop coupling. 3. Manholes shall
have a water proof Bituminous Coating
on the exterior Ir interior. Koppers bltumastic black
solution 300M, or Proco EP-214.
-~-
At Terminal
Lamp Hole
A
t
\
./
~}....
I
I
\ \
"
-
'"
3
u
>-
~
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,
'"
'"
w
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,
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/'
""
3
u
/'
c:
'::l
Cement Grout
As Required
u
:J
L
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c:
o
W
/'
L
W
'"
3
w
:J
co
/'
PLAN
w
E
'"
Z
'"
S
~
'"
L
o
NOTES:
Lamp holes shall have a waterproof
bituminous coating on the exterior,
Koppers Bitumastic Black 300M, or
Proco EP-214.
Plug to be plastic with .OH ring or
VC with "0. ring.
P. V.c. pipe entry requires transite
manhole coupling accessory by
Johns Manville or equal approved
water stop coupling.
L
W
c:
:J
o
w
E
'"
Z
L
W
'"
:::J
E
D..
~
00
....,
C>
o
N
~
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L
w
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CL
Square Bottom
Permitted
, "
I
J
>
I
5/8"
Min. 4 Required
t
A
t
Square Bottom
Permitted
B C
4' Max
6' Max
7' 10'
7' 14'
2' Joint In
Pipe Entry
Typical
~
.
G'
L.
o
.
,....
t .,.,.
.. IA.
.c.
. ...
u Co
· c!
~
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D
3'-6"
4'
4'
5'
E
24" Max
3D" Max
36" Max
36" Max
1 4/1/02
.. IA1I
g" When roadway base Is 8".
7" When roadway base Is 6" &
all other cases.
A
t
Plug
ISee Note)
6" Concrete Base
..
IA.
1-1/4 "
1kl7
l
t
.
\0
.....
......
.....
.....
/
Required -
I^RW,<j
<v 000 /'
-.......; (\
USANITARY?J
000000
J)....S EWE Ro
o 0 0 0 0
Non Skid
Pattern
Required
or- L ~o
SOLID COVER
.
..:t.
;;:;N
I L.
I 22-3/4" --,..... 0
~::7-.l
Machined Surface - t
SOLID COVER SECTION
Minimum Weight 128 Ibs.
CITY OF CLEARW A TER, FLORIDA
ENGINEERING DEPARTMENT
~IY .~~
~IY SANIT ARY SEWER __
W.J.5. MANHOLE COVER )01
_IY
D.G.B. 1 . 2
............ I' J
......
v..&&
...
See Index No. 301
~ "'"
Varies ..L
~~
~
Y~1
/ Bottom Of ~
,Corbel ~ ,
Brick
~~ ,,~L
"D" -'/~hf" 8 ;.l..
--~., :
f-~//:' 12":~
L. :; /.1 :: j.o.
"E" ~J' lj:~ f- :.
- ~ 1'/ . ..
6"-j' V)~!i!i~i!:i::', ~~! 4:~
::::'!'!:!'!':, ,...... . ",,;:'
[1./ 'l ::::!:!:::!:!:!:::"~ ,t:rri1Ti!!!'/ / A;:;4::":':C
Ir~:;~:;:;:~ :;:f:; :~:; :~;:;~;:;:; ~:~:;:;: :;~;:~1l J1
~"G"
SECTION A- A
.
4(
.
~
'0~
y'/
~~
V
,/
112" Cement
Plaster
Clay Brick
Masonry
.
a:l
.
--
/.
8" - /-
I .I
12"
/
F
8"
8"
12"
12"
Crown of drop pipe
shall match crown
of outfall pipe for
outfall pipes of 10"
or larger.
G
#3 at 12" E.W.
#5 at 10" E.W.
#5 at 10" E.W.
#5 at 10" E.W.
--
.'-
CITY OF CLEARWA TER, FLORIDA
ENGINEERING DEPARTMENT
R....Not.
~IY
~IY
W.J.5.
_IY
D.G.B.
BRICK MASONRY
MANHOLE DET AIL
SANIT ARY SEWER
OUTSIDE DROP
R.G.
---.
...
3'-0"
,
,
~
,
J
.
.0
--r
# 3 Rods @ 12"
4'-0"
SECTION A-A
......
CITY OF CLEARWA TER, FLORIDA
ENGINEERING DEPARTMENT
_g IY M.
AD 11/0'1//95
~IY SANIT ARY SEWER .._
W.J.5. LAMP HOLE DET AIL lCIl3
_IY
T.c.J. 1. 1
...
M1I
11'91
--
3102
1 . 3
-
:: M
1: nil
nil x:
>b
t
{
RING - HALF PLAN
.
N
L.
a
.
..:t
......
,."
I
.....
36"
I~ 23" ==;1
. 21"
Machined Surf ace
/
~
t
/
L
~~
" "
'i
"-
/\
I"'"''
RING - SECTION
Minimum Weight 7" 232 lbs.
g" 278 lbs.
NOTES
1. Where roadway base is 8" or thiCKer use 9" ring,
all other cases 7" ring is permissible.
2. Manufacturers model of storm ring and cover to
be approved by City Engineer,
Approved barrel joint seals are "O-Rlngs"
and "Ram-Necks".
Two continuous rings at all joints.
Poured Encasement
#
i
l~ J
r .... fiJI("lf
",rr ....
:-~:, I-- :-:~
::;.' ~~
.... ""V
:<~<. .~:~ 1
...., '-- ...
._. I "0
:::: ','6:
t'. ,
~,,:~
:.:,....:~
/.:-~:-:-:-~':-,.,.,..,
./ .....".,I.,...1fI/tt
110""""""
:-:-~<-:~:-:-:~:-..:-:-
\
5/8"
Min. 4 Required
t
.LI
-
-
-
l
.
G'
L.
a
.
r-
I .,.,.
.. MIl
3'
8" Brick
4' Min.
Grout flow channel -.J
NOTES
1. Precast manhole drop may be approved by City
Engineer. Shop drawing submittal required.
2. Drop required when 2' or over.
3. Manholes shall have an interior and exterior coating
of at least 15 mils dry thiCKness PROLO EP214-351
Epoxi-Mastic or Koppers bitumastic black solution
300M.
-- .-. IN.
r Cleanout Plug
I~
~;R.""".. 'NT,..,
Concrete Pad 4"
ThiCK x 1'-6" Sq.
~
F1
r--
6" or 8"- 1/8 Bend
/1-
Ifr
~
Sewer Main ~
CLEANOUT DET AIL
N.T.S.
Plug
(See Note)
..
..
1-1/4 "
.:t17
~
t
.
\0
....
....
....
....
I^RW,<j
<v 000 /'
'-./ (\
USANITARY?J
000000
../~.n. SEW E R 0
Requlred- 0 0 0 0 0
Non Skid
Pattern
Required
or- L ~o
SOLID COVER
.
..:t.
......N
";'L.
,. 22-3/4" I.... 0
~::7-.l
Machined Surface t
SOLID COVER SECTION
Minimum Weight 128 lbs.
............ I' J
......
CITY OF CLEARWA TER, FLORIDA
ENGINEERING DEPARTMENT
~IY .r:
__IY SANIT ARY SEWER __
W.J.5. MANHOLE COVER 301
_IY
D.G.B. 1 . 2
v..&&
...
r See Index No. 301
/
I ~ ~ 4 layer. of brick
r--
f--
~
~
Concentric cone (Flat cover
on shallow manholes 0' to
4' depth)
Steel reinforcement
-
- 5" min. wall thickness
type II acid resistant
cement 4000 p.s.i.
"-1 ~ Grout fill opening with
/" \ non-shrink mortar
~
\ "'",
~
2' joint In pipe entry
IT ypicaU
~.V.c. pipe requires manhole
adapter coupling by Flo
Control, Inc., or approved
water stop coupling.
IA1I
CITY OF CLEARWA TER, FLORIDA
ENGINEERING DEPARTMENT
~IY PRECAST ,r.~
__IY SANIT ARY MANHOLE __
W.J.5. DET AIL 302
_IY
T.LJ. OUTSIDE DROP Z . 3
......
...
N
.......
L'- 95/8" al
~/////~
I
..
10 5/8"
97/8"
~I
t
r/
~71
-4'
.......
(\"'l
(\"'l
A
//1
/
rT:;/
..
8"
131/2"
CLEANOUT PLUG DET AIL
N.T.S.
NOTE: Cleanout plug to be
U.S. Foundry 7621
or equal.
IA1I
CITY OF CLEARWA TER, FLORIDA
ENGINEERING DEPARTMENT
-;::"IY ST ANDARD 11~~95
~IY CLEAN OUT __
W.J.S. ISanltaryl 304
~IY 1.1
T.C.J.
......
...
I~
I {~
T
11- 253/4" -II
I- 291/2" -l
24"
RING - SECTION
Weight 85 lbs,
NOTES
1. U,S. Foundry No. 117 Ring And BL Cover, Or Equal.
~~
~
A~
1" x 118" Stainless I
Steel Strap
?
f
Use 3/8" Red Head Anchor to attach
to existing wall
STRAP DET AIL
NOTES
1. P.V.c. pipe entry requires manhole adapter coupling
by Flo Control Inc., or approved water stop coupling.
~
Varies
..
'\
. ..
r
~"
~\..--.
'\VA.... ^
'", I1s: 'c!
~
SECTION
NOTE:
All lateral materials, Including approved Cleanout
hardware, are to extend to the RIW or to the
easement line as noted.
f/
~
~
/j
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'l"
~
CJ 0 CJ
CJ 0 CJ 0 CJ
aDCJDCJDCJ
o CJDCJDCJ 0
o 0 CJ 0 CJ 0 0 r~
DCJDoDoD
CJDCJDCJDCJ
CJ 0 0 0 0
CJ 0 0
2 Non-Penetrating
Pick Holes
..
IA1I
36"
~ 23" ==;1
21"
Machined Surface
I / I
/ L
~~
SOLID COVER
1- 251/2" --j --.1.:
~t
SOLID COVER SECTION
Weight 120 lbs.
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
~IY SANIT ARY SEWER 4'!:
~IY MANHOLE COVER __
R.c.s. CAST IRON 301
_IY
U.S.Foundry Z . 2
......
...
LI I~
/ \
PVC Pipe
-Suitable
Size to fit
Tee.
Mechanical Joint Tee with Compression
"0" Ring with branch cast Into manhole
wall
SECTION A-A
..
IA1I
,7 ,.
Main
REV. DAlE
CITY OF CLEARWA TER, FLORIDA
ENGINEERING DEPARTMENT
......
-=:"IY
~IY
W.J.5.
_IY
D.G.B.
INSIDE DROP
DET AIL
SANIT ARY SEWER
...
RIW
1
-
18" min. 24" L--
max. I-
i
\,
CITY OWNED AND
MAINT AINED
HOMEOWNER OWNED AND
MAINT AINED
6" Service Lateral
ANY VARIANCE MUST HAVE WRITTEN
APPROV AL OF THE CITY ENGINEER.
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS AD~INISTRATION
ENGINEERING
DESCAlPllON
REDRAYtN BY
B,V,O.
aiEClCED BY
M.D.a.
APP. DESIGNED BY
R.J.H.
S TREE T LA TERAL
DE TAIL
IA1I
1191
--
302
l . 3
DATE
5/22/00
tlDEX NO.
305
1 CF 2
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I
I See Index No. 301
/
~ ~ Clay Brick
--r V v::: / Masonary
8" V; V /
-=-- V / - V / 1/2" Cement
Cement Grout ~ / (/ / Plaster
as required V / l- ( /
~ -VX
8"Stub ............ ~ 8" ~
-1 6"f- .
2" 1ft min.
I
I" 'DrrOw "
:{:~::f:?:::::::::::::::. :::::::::;::W}::::::::::r
............"..,.. .,.....;.l.;,.......:::~
- /~ J
I 0.1. Pipe } If Sewer Is PVC, a 0.1. to
~ , PVC Adapter shall be
~ / F "'-. used.
'0
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..~
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00'
~~~~1
)..... .~.' . . "" .' ( . . . . . . 4;.', ~~
. :.: . ..: : . . :... ':" :.'. :....,...'.: :.'P:,. . : ~ . . :. '4. :" . . Stainless Steel Straps - See
.,..~.. .' .~.' ..~.' ...... ..' 4' ..~......~
. . . . Detail
Finish grade to allow 0.4'
min., 1.0' max. fall from
property line to back of
curb.
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CHECK BY:
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ALG
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SHEET
ORIGINAL DATE: 01.23.03
KEZ
2 ~ Of 21
Lot
Lot
Lot
2'- -
wm
" r Iw line
~
~
Curb V t
~
Water Main
- c
0.-
-2:
o
Water Service ---............
(Typ.) ~
San.
"\.
o
M,H.
/
~ Sanitary Lateral
(Typ.)
Curb ~
" Sidewalk
-.
j
r/w line oJ
~
~
I
wm [
2'l
2' joint in pipe entry
"'- Side Lot Line
(Typ,)
-10'
NOTE: SANIT ARY LATERALS TO BE
WITHIN 10' OF CENTER OF LOT ON
DOWNHILL SIDE OF CENTER OF LOT.
Lot
PLAN VIEW
Rim M.H.
\. of Street
Water Main
,-
Sanitary
Main
.~
PROFILE
..
...-.,
G.C.H.
M.
-..
lIP.
Red_.
Wit... "-In
f
151
3/4- bras quick comld
plug 1lIIpt.., Goo..,... opening ....
pll1 no. 1163-61, .. qukk clllllld
IJIIII'DYIlI tqUII ~ \ I :;. no. 716H-12-1Z, or:","
3/4- PNt-lllC plI'pl8 hIndIe
r IlIIl ,II" tIP x FP, part
no. Phl-lllC 965m-PHBC
'/~~"<~ . .~'~" '. /. .'.
/~~~~'. . . ~.'''''.' I,'.
~~~ '. ~'7'"
~/~/~~ .. ~i
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. '\~ ~:.'
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r-), 1-.1111 ILIU I linn -IIJr I!:IIIr UI
1.\ 111 LJWi / ~ ~ ~ .M
~~ / / / /~.".:':
~ lIlR....... n.."..... /'
A....{ /Ji.'" H.D.1Id bolt dlMl t". with ----../
. '. ....., ,:). ~ /' ItlllUslltlll bolh, radaIIIld
~.:..:,,~ "pwplI- lid.
~.L,....
"
/ ..:.
'" .
X
, ,
/ "
141
314- brlU quo connect coupIkIg
bodr, CioodJe.. pll1 no. 1163-60,
tilt apprond IqUII
r or r Ford curb stop
c..prelllon x cOlllpl'lSIlon
with lock wing IBRW 44-444W
with -reelll.. wat... Itllllpld
or Ippro,. ..II
B)
3/4- brill nipple. ... PT xllllll
GHT IprdIn .... tIrulO GoodJHr
r pol, ~ tl)PE 3401, SDR 9
'!(/:!!
~"
-:(/
~
r Mulller Corpcrltlon Cock,
8-25001 or Ippl"DY. equ.t
s.... (If req'd.)
S.. note 2 I
.a;J..
In I IIIn
-~
',;.":"
I / 11
L r Phl-IIIIC couplkIg. fII . as,
Iwlth 11I1111) part no. PIII..-c 9J'1133
"
rx rx 314- bras t..
(
10 3/4- ~
.
i:."
RESIDENTIAL RECLAIMED WATER CONNECTION
-
-
NOTESa
t If I cust.w .... not ... III In grolII4I ~ .. 1ft. ct ..
......... wlh I r M..-c IIlInIdIg plug. ,art no. PIII..-c 1O)t.
2. s.dlI8I ........ for III ..... CGhdedlDlIa to 4- PVC .1Ina; for
r..... con.lKtIonI to ,- and I.,... PVC N1nL
3. SIlIdI.. shill haw. doubl. ItlkUu at.. atrlpS with IpOxy COIhd
ductIe Iron bodr.
All
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADt.lINISTRATION
ENGINEERING
RESIDENT IAL REC LAIME D
WATER CONNECTON
DET AIL
REDRA.... flY
S.K.
CHEacED BY
R.F.
APP. DESl~ BY
1 10/911 CUltom.. ~pplled
REV. DAlE DESCRlPllON
TYPICAL
SECTION
NOTES:
1. 2" PVC CONDUIT TO EXTEND 2' BEHIND BACK OF CURB, BOTH SIDES OF ROADW A Y (NOT
REQUIRED ON SERVICE REPLACEMENT!.
2. PVC CONDUIT TO BE MIN. 18" BELOW THE SURFACE MEASURED FROM TOP OF FACE OF CURB.
3. WATER MAINS TO BE MIN. 30" BELOW GRADE and APPROX. 4' BACK OF CURB
4. CURB STOP TO BE LOCATED APPROX. 1 FOOT BACK OF RIGHT -OF- WAY.
5. SERVICE LINE TO BE MIN. 12" and MAX. 18" BELOW GRADE.
""
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- 12' (Typ.)
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30" Min.
t
12"-1S"
~
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t
I
1S"iln.
.-.
~
~ Curb Stop
(Typ.)
Threaded ~
Corporation Stop
(Typ.)
3/4" Polyethylene
Water Service Tubing
In 2" PVC Conduit
(Typ. 5/S" meter)
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'-
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Water Main
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CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADt.lINISTRATION
ENGINEERING
WATER MAIN
SERVICE LINES
TYPICAL SECTION
...,.....
-",..
11II
REDRA\WlI flY
H.J.P.
CHEa<ED BY
t
1ft
.,.,.
r ___--'
_. DESIGNED BY
IM1f
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CL
$
DAlE
10/29/02
INDEll( NO.
5i01
, OF 1
III
:S
:.
"
c..
.-
~
DAlE
01115/92
1N0Ell( NO.
1,.01
2 OIF 1
Suitable Grate (over
to Rest em Edge
~t
r
[
4" Cone. or
Brick
.
.0
'"
Inlet
~ h-_- ~
,
~
t
Curb J t
-.
r/w line J
/,,4" CO.
/' Grade
.-.
~':\' ',Ji.!::.
~:~ 0 ':~:~:'
L ~:~::~. ~:f
~ ,;;.:::::
~:~:~:. \~:!i~::
:!::~:~:
~~:::::
J.','.\
,;,'r,;:
~~.,. - - ~,,::
~:,~:~ .:':~.
:~:~:~: ~I !::;.::~,':. 4 "x S- One Ei.....th
~ ' , ~,
~:.\:~. ~ ::q Bend T1pe Off-Set
:::~::~, .... ...... . ."., " ,.., "..' "0" I, .~~:f
tt:~::::~::~;~:r:::;:~::~:~i:.:, :.::.~'~::~::~:::::~:~:::':\'~l':;:~!::~:,,':s:f."~~':'~',~.':~:::-:,~:~:~:,;::
. ',II' "" .'.".,.... . ., . I 'I
~
lIr 611.. Stili
~
""
SECTION
)
)Y
o
4S"
'I
12" 12-
h
- I @Ift:3
.....
TYPICAL SAND or LINT TRAP
~
o
CITY OF CLEARWA TER, FLORIDA
ENGINEERING DEPARTMENT
PLAN
-..,
J.C.J.
a.- ..,
SAND or LINT TRAP
for SERVICE ST A TIONS
orLAUNDRAMATS
..
M1I
-..,
~
..
RECLAIMED 4" BLOWOFF DET AIL
n.t.s.
RKllimI'd Water
Val.. Bn
~I~
I'tIter Box
pr
....
./- 4- 0.1.
V'
4" Gate Valve
~)
flY
~
~ ~~
~~
.
Reclaimed
Water Main
111111 I liD I I
Rl \\
~
~ 1
rlll
-
r ~l. '-'
II]
~'}
r-'l~
~ 90. Bend
MJ X SLIP
.....
-.....;
-
v---t
1
.......-::
~
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(II
'"" iE J
-
oj
L ~r
2 llI/II
1 llI/911
REV. DAlE
Nerta CIlan9a II
RwnGoiI RWtn*I..
Ol~ RWC to 4.
DESCRlPllCl111
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
RECLAIMED
4" BLOWOFF
DET AIL
REDRAYtN BY
B.V.D.
CHEa<ED BY
G.C.H.
APP. OElIGNED BY
A,S.B.
G.c.H.
G.c.H.
SERVICE LOCATIONS
Lot
Lot
Lot
2'- -
~ wm
f' r Iw line
\.
Water Main
- c
0.-
-%:
o
San.
.
'\"
o
M.H.
Water Service
(Typ,)
~
/
'- Sanitary Lateral
(Typ,)
Curb "
f'Sidewalk
j
wm
~
Lot
Lot
2'~
"'- Sid. Lot Lino
(Typ,)
--10'
'-="
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADt.lINISTRATION
ENGINEERING
NOTE: SANIT ARY LA TERALS TO BE
WITHIN 10' OF CENTER OF LOT ON
DOWNHILL SIDE OF CENTER OF LOT.
REDRAYtN BY
!'UP.
CHEa<ED BY
SERVICE LOCATIONS
REV.
DAlE
APP. OElIm.BY
DESCRlPllCl111
..
3/93
--
306
, .,
DAlE
05/04/99
INDEX NO.
502
'CF1
$
DAlE
01115/92
INDEX NO.
40'
lon
1. The interceptor system may consist of multiple interceptor cells, if
required greater than 1250 gallon capacity.
2. One sampling cell per system shall be installed at outfall to main.
1 Concrete wall coating taking into consideration the water-oil mix.
4. Contractor to supply Ir install all piping and sanitary tee's,
clean-outs for cleaning toward and away from interceptor (alternate
dual sweep clean-outsl.
5. Contractor shall assure 2,500 PSI minimum soil bearing capacity @
bedding elevation.
A
INTERCEPTOR CELL SIZING CHART
GROUT BDTH SIlES
/' ..........
GAU.llN
CAPACTY
'/So
4'-3.
4'-2.
A
B
D
7'-0.
"-0.
4'.....
5'-0.
7'-0.
1000
7'-7
INLET
B -\
CLEAR ACCESS
OPENING
D
General Notes:
1250 "-0.
5'-0.
7'-7
5'-2.
o
l J
DUTLET
l,.
PRECAST BAFFLE 4. THICK
"'-SLOT BOTH SIDES
INTERCEPTOR CELL
SAMPLING CELL
PLAN VIEW
r LOCllING FRAME .. COVER
All .. GAS TIGHT
1-1
'" OR LARGER
VENT PIPES-
OPTIONAl
TOP OF COVER TO I1A TCH
EXISTING GRADE/PAVING WHERE
APPLICABLE
1
"
I
. I
T.
or:--
.
. . .
NOTES:
r-L-
..
>1', .
I-J
.. .
INLET
-\
T
T
~
'11 - ~ INSPECTION TEE TYP.
-
OUTLET TD
SANIT ARY
SEWER MAIN
\.
1. Concrete: 4500psi till 28 day.
2. Rebar: ASTM A615 Grade 60.
3. Mesh: ASTM A815 Grade 65.
4. Design: ACI3 18-83 8uilding Code
ASTM CB57 Minimum Structural
Design Loading for Underground
Precast Concrete Utility Structures
5. Loads: H-20 truck wheels w/30" impact per AASHTO.
6. Fill w/clean water prior to start up of system.
7. Gray water only, black water shall be carried by separate
sewer.
'\l
E PRECAST BAFFLE 4:_
THICK ~
D
T
1'-0.
1
T
JD
I
CITY OF CLEARWA TER, FLORIDA
ENGINEERING DEPARTMENT
I LENGTH
- ILENGTH -
......,
IA
a.- ..,
pa
-..,
...
GREASE INTERCEPTOR
750-1250 GALLON
INTERCEPTOR CELL
SAMPLING CELL
SECTION VIEW
SERVICE CONNECTION DET AIL
NOTES:
1. WATER MAINS TO BE ON NORTH or EAST SIDE OF R.O.W., APPROX. 4 FT. BACK OF CURB
UNLESS OTHERWISE AUTHORIZED BY CITY ENGINEER.
2. SERVICE CONNECTIONS TO BE 2 FT. FROM SIDE LOT LINE ON EITHER SIDE OF LOT (SEE
SHEET NO.3!. THESE SERVICES TO BE CONSISTENT WITHIN THE SUBDIVISION. DRIVEW A YS
SHALL NOT BE BUILT OVER METERS.
3. ALL LINES SHALL BE CHLORINA TED and PRESSURE TESTED (TESl FOR ONE HOUR @) 150 P.S.i.1
UNDER THE DIRECTION OF THE UTILITIES DEPARTMENT. AFTER SUCCESSFUL COMPLETION OF THE
TES TlNG and CHLORINATION. THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES.
4. TEN FT. SEPARA TION REQUIRED BETWEEN PARALLEL WATER & SANIT ARY SEWER LINES.
5. SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS TO 4" PVC MAINS. SADDLE IS
REaUIRED FOR 2" SERVICE CONNECTIONS TO 6" and LARGER PVC MAINS. LARGEST SERVICE
CONNECTION TO A 4" MAIN IS 11./2" and LARGEST TO ANY MAIN IS 2".
6. MINIMUM DISTANCE BETWEEN SERVICE TAPS TO BE NOT LESS THAN 36".
Threaded Corporation Stop
MUELLER H15008
or approved equal
(Tap at 45. Angle)
-..
/
~
. .
,'..,'
.,,' .
" I'
Curb Stop
MUELLER H14350 with Lock Wing and
Compression inlet or approved equal
Saddle if Required
See Note 5
------<- ~ \
;;: ~':r ~
(~t
-
Water Service Tubing
Drlscopipe 5100 or Endot/Yardley
Blue Jet, SDR 9, 3408 Polyethylene
Saddle shall have double
stainless steel straps
with epoxy coated
ductile iron body.
Water Main
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADt.lINISTRATION
ENGINEERING
t .,.,.
REV. DAlE
...,.....
_mI
DESCRlP110N
REDRAYtN BY
B.V.D.
CHEa<ED BY
WATER MAIN SERVICE
CONNECTION DET AIL
11II
APf'. OElIGNED BY
TYPICAL V AL VE SETTING
n.t.s.
V'.
Adjustable
Valve Box
v~ ~~"(/
------
.,.
c
ii
:E
c ~
:i: -
. c..
\0 :
I 0
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.&:.
....
a-
lii
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When Valve Occurs in Roadway,
set Base on 10-Common Brick.
~ j \.~/
.n 11 I II II I II p\.V
if ~.~ ~
....~ ~
J ""- R.~~n:ot.r Holn
~
Mech. Joint Valve
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADt.lINISTRATION
ENGINEERING
TYPICAL VAL VE
SETTING
CROSS SECTION
REDRAYtN BY
B.V.D.
CHEa<ED BY
REV. DAlE
APf'. OElIm. BY
DESCRlPllON
E
3'-'"
3'-10.
4'-10.
1m
..
--
In
t . ,
DAlE
01115/92
INDEX NO.
401
1 OF 1
DAlE
01115/92
INDEX NO.
402
, OF 4
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CITY OF CLEARW A TER, FLORIDA
ENGINEERING DEPARTMENT
....., SANIT ARY LATERAL ..
B.V.D. 06/30/94
11III8.., LOCA TIONS .._
lD5
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DRAWN BY: ALG
,...
CHECK BY:
ORIGINAL DATE:
SHEET
KEZ
01.23.03
22 Of 21
.,
:5
:.
"
L.
0: "
, I ~
18" Min.
24" Max.
I
!
, ~ I
i
:i
"'<'\.~ !
V''''-
TYPICAL FIRE HYDRANT SETTING
n.t.s.
Max. 15' - Min. 4'
Back of Curb
or
V Edg. of P......nt
.,"'V~ I
Distance Varies
: / V.I.. Box
....
1/ 'W/
.v
'<<~
i I~'(/
I
I
.L
I
I
I; Moch, Joint V.I..
~i~
~I~
I "- Restraining Joint (Typ.l
Kennedy Guardian No. K-81A
Muller Centurlan No. A-423
U.S. Pipe Metropolitan
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.
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I
N
ONL Y APPROVED
~
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TYPICAL HYDRANT
SETTING
CROSS-SECTION
REV. DAlE
REDRAWN IIY
U.D.
aiEm,1Il
N"P. DESlm III
DE9CAlPllON
P.V.C.
RESTRAINT
PIPE
THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS:
1. BEND - INLET AND OUTLET
2. TEE - OUTLET BRANCH
3. OFFSETS - INLET AND OUTLET
4. CAPS
5. PLUGS
6. DEAD ENDS
1. HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS
~L
.1 ~ H.g.lug R.str.iner ITyp,1
,.
),.
:\
~ (~
110
Ebba 1500 Series (Typ.)
ON ALL TEES, A MININUM OF 5' SHALL BE
RESTRAINED ON EACH RUN LEG
L = MINIMUM LENGTH TO BE
RESTRAINED ON EACH SIDE OF FITTING (ft,)
FIGURES BASED ON 30" DEPTH BURY, 150 PSI TEST PRESSURE.
B" PVC MAXIMUM SIZE USED IN SYSTEM
NOM.
PIPE
SIZE
4
6
8
ELBOWS (deg.1
11.25
2
3
4
22.50 45
4 9
6 12
8 16
Ford Angle
Valve (TypJ
""
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D
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Device must be installed level.
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x APPROVED R.P. DEVICES
Hersey-Beeco Model FRP II
Watts Model 909 or 009
Conbraco 40200
E
0..
C>
N
<Xl
,...,
C>
C>
N
~
L
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::E
Q)
'"
o
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CL
90
21
29
38
VALVE
TEES
BRANCH
28
47
66
NOTE: THRUST RESTRAINT AT FITTINGS AND VALVE: SHALL BE
BY USE OF EBBA IRON MEGALUG RESTRAINERS. THRliST RESTRAINT
BETWEEN PIPE JOINTS SHALL BE BY EBBA IRON SERIES 1500
RESTRAINERS.
DEAD
END
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
46
65
85
REDRAWN IIY
B.V.D
aiECKED III
THRUST
RESTRAINING
REV. DAlE
APP. DESIGNED III
G.C.H.
DE9CAlPllON
~
~
~
~
o tI
T
rn ~
~r1CW
u.r~
]~
J--
lI9r
UJ
o
o
Top View
Approved Backflow
Prevention Device
x
Water Meter Connection
Flow
Ford Regulator
/ nJ7..
Itll
ur~
III
Adaptor
..
,--,
~~ '1in
:;:::;~ "'lL.f -, UI
. Meter
c: .,
.- "'0
IV._
:EV)
Br ass ----......
Nipple
L.
QI
e .,
0:'2
1;jV)
::J
'-'
1
12"
~
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TYPICAL SINGLE DEVICE
3/4" and 1" MODELS
x APPROVED DOUBLE-CHECK VALVES
Hersey-Beeco Model FDC
Watts Model 109 or 001
Conbraco 40100
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TYPICAL METER SETS WI
BACK FLOW PREVENTERS
3/4" and 1" MODELS
REDRA,IIY
aiEa<ED III
REV. DAlE
N"P. DESIGNED III
DE9CAlP11ON
DAlE
11I15nZ
1N1Dlh"o.
211'4
DAlE
9/02/99
IN DEX NO.
403
1CF2
DAlE
02194
INIDEX NO.
405
11 OF 5
TYPICAL HYDRANT SETTING
n.t.s.
Connecting Piece wllntegrally
cast Mech. Joint Gland on
one End-O.l. Rotatable Mech,
Joint Gland on Other End.
~
~~
....
....
Length Varies
(See Note 1)
..
Fire Hydrant Assembly
(Typ.)
--
Valve and Hydrant Tee
w/D.I. Rotatable Mech. Joint
Gland on Plain End Branch.
-
( @ ) -
Mech. Joint
Valve
.
~
it.
~ W.ter H.1n
NOTES:
1. On Hydrants Requiring Runout
Last Two Joints Must Be Restrained
Per Det ail 403 (2 of 2),
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TYPICAL HYDRANT
SETTING
PLAN VIEW
REDRAYfl IIY
B.V.D.
aiECKED III
REV. DAlE
N"P. DESIGNED III
G.LH.
DE9CAlP11ON
DUCTILE IRON PIPE RESTRAINT
THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLlCA nONS:
1. BEND - INLET AND OUTLET
2. TEE - ALL BRANCHES
3. OFFSETS - INLET AND OUTLET
4. CAPS
5. PLUGS
6. DEAD ENDS
1. HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS
Restraining Gasket (Typ.)
~
L
_I ~ Thrust Restr.lnt ITyp,1
~
:\
(~
~
I
ON ALL TEES, A MINIMUM OF 5' SHALL BE
RESTRAINED ON EACH RUN LEG.
L = MINIMUM LENGTH TO BE
RESTRAINED ON EACH SIDE OF FITTING (ft.)
'* = CONTACT ENGINEER FOR VALUES
FIGURES BASED ON 30" BURY DEPTH, 150 PSI TEST PRESSURE
FIGURES DON'T APPL Y TO POL Y WRAPPED PIPE
DO NOT USE FOR
VERTICAL OFFSETS
NOM.
PIPE
SIZE
4
6
8
12
16
20
ELBOWS (deg.l
VAL VE
TEES
BRANCH
18
30
42
*
*
*
THRUST
RESTRAINING
DEAD
END
NOTE: THRUST RES TRAINT ON SLIP JOINT DUCTILE IRON PIPE SHALL BE U.S.
PIPE FIELD LOCK GASKETS FOR TYi ON JOINT PIPE or AI'IERICAN FAST -GRIP
GASKETS FOR AMERICAN FASTITE f-I?t. THRUST RESTRAINT ON DUCTILE
IRON FITTINGS SHALL BE PROVIDED BY TI1E USE OF MEGALUG RETAINERS
AND MECHANICAL JOINT FITTINGS.
11.25
2
2
3
4
5
6
22.50 45
3 7
5 10
6 12
8 17
10 22
13 26
90
17
23
30
42
53
63
30
42
54
76
97
117
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADhllNISTRATION
ENGINEERING
~
..
IW.
REIlRAYfl BY
B.V.D.
aiECKED IIY
DESlQIlED BY
G,LH.
'-.-
~..~I
~~
o
~~...::::..
o eM
~.p.~
Top View
Ford Meter Flange
Approved Backflow
Prevention Device
(Flanged)
x
Ford Angle
Valve (Flanged)
~
o ~ 911E
~
~ Brass Nipple
.~
Flow
/
...
O~E
~ Meter
(Flanged)
~
c: .,
.- "'0
IV._
:EV)
t
12"
~
L.
.,
e .,
0:'2
1;iV)
::J
'-'
Y\/
~
TYPICAL SINGLE DEVICE
1 1/2" and 2" MODELS
NOTE:
Device mud be indalled level.
x APPROVED R.P. DEVICES
Hersey-Beeco Model FRP II
Watts Model 909 or 009
Conbraco 40200
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TYPICAL METER SETS WI
BACK FLOW PRE VENTERS
, 1/2" and 2" MODELS
x APPROVED DOUBLE-CHECK VALVES
Hersey-Beeco Model FDC
Watts Model 109 or 001
Conbraco 40100
REDRA' IIY
Q1EClCEO III
REV. DAlE
APP. DESIGNED BY
DE9CAlPllON
DAlE
01/15/92
INDEX NO.
402
3 OF 4
..
9/02/99
INDEX NO.
403
2or2
DAlE
02194
INDEX NO.
405
2 OF 5
18" Min.
24" Max.
-
TYPICAL FIRE HYDRANT SETTING
n.h.
~
I F D --- Fire Hydrant Assembly
. ~ I (Typ.)
<<~
"'<'\.,"",,,-"6.."-
""'-
Connecting Piece wllntegrally
cast Mech. Joint Gland on
one End-D.I. Rotatable Mech.
Joint Gland on Other End.
G ~ ~
L-
~ ~,K' ..'\.~
l
~
=
J
NOTES:
1. All Fire Hydrants to have 5 1/4" Valve Seat.
2. See Index # 407 for JaCK & Bore Details.
,
b
Flov
Water
Valve Box
4" Gate Valve
Water Main
ONL Y APPROVED
Distance Varies
Kennedy Guardian No. K-81A
Muller Centurian No. A-423
U.S. Pipe Metropolitan
90. Brass Ell
1 ·
/ V.I.. Box
-I
/ V.l.. Box
~
~v
~~
"'....
; Hech, Joint V.l..
I .,
I!! J!!!j
~ ~
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.
\0
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N
Tapping Sleeve & Valve
r By City, Fee by
I Owner or Contractor
~~
"- Exist. Water Main
tIJ.
~
"- Restraining Joint (Typ.)
REV. DAlE
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TYPICAL HYDRANT
SETTING
TAPPING SLEEVE &. VAL VE
BY CITY
REDRAYfl III
B.V.D.
aiEa<ED III
DESCAlPllON
N"P. DESIGNED III
BLOWOFF DET AIL
n.t.s.
~-
~
Meter Box
I.~
~. ...
.....--
~4"O.l.
~J
~
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II III I II II
.//1 l.
,;~ l.. 111
JQ
~
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IITT r
I L
[ B~ m L- -'
~~ -- ~"-
IIiii -[ ti [eJ 90. Bend
iiiI ,... MJ X SLIP
........
..........
n.
~E 0
--::::::
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
REV. DAlE
REDRAYfl IIY
B.V.D.
aiECKED III
G.C.H.
APP. DESIGNED III
A.S.B.
BLOW OFF
DET AIL
DE9CAlPllON
- - - - - ~
W[ IlL JM: :11 ~O::O:
/-~~3
T.,ped Fl.. ~~ r Brn. tipples
Ball VavI ---./'~~~ I IT,p.1 -'='- ~ Pmenter
'-. I. .If ([ J( I[ TlI.
-"<=" --
-
JI
=~
IE "-- Tipptd FI..
j~ "-- Ball Van
-.1./
"-- 9r Bra. Ell
d
2- BlCkftow
B YP ASS DETAIL
Appnmd a.ckflow
RalIInt Sot r PYtl Stralnlr ! Prftll'lt..)C R..lIl1'1t Sot
OSIrYVan ~ r OS&YV.lvI
,,~ /
RlflgId T.. ~ P / Flqld T..
Flqld 90- Bind ~f1(QJ J~ rn _ m .B. E.. A - ~ ~ ~ ~ FIIngld90- BInd
o 0 0 Jlk JI~I 0 0 0 /' Unlfl..
':=~ ..... - 1 · ':= 3 ....-----
,I, I;::' ~ ,I, 'j" h. ':';\ ,\, ....----- ,:! ""
"'" Supports /
h
Flow
.
J
'--
......
III
LLJ
MJ. 90. Bend
~
......
--' III
J
"-- MoJ. 90. lend
LLJ
NOTE:
1. 0 S .. Y Valve Handles will be Chained and Locked.
2. Meter Sets will be Painted After Installation.
3. Bypass Pipe" Fittings Shall be Threaded Brass.
x APPROVED R.P. DEVICES
Hersey-Beeco Model 6CM
Ames 5000 SS
Watts Model 909 or 009
Conbraco 40200
TYPICAL COMPOUND WATER METER SET
n.t.s.
REV. DAlE
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADhllNISTRATION
ENGINEERING
TYPICAL COMPOUND
WATER METER SET
90. RISE
3".4" and 6" MODELS
)( APPROVED DOUBLE-CHECK VAL YES
Hersey-Beeco ModellNo. 2
Ames 2000 SS
Watts Model 109 or 0101
Conbraco 40100
REDRAYfl IIY
MJP
aiECKED III
DE9CAlPllON
N"P. DESIGNED BY
~
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~
o F=l
e2>
~
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...d ~ 0\
~.~~
~ t:#) M
e2> ~~
@ ~ @=l'"
~io
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~]~
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~~-~
~~OO
f
~
~
j
~
j
! cow) e
OOW)8
icooo
.~ ~~t-.
J r-- r--
. r:::S
iNN
r--C~
r::l'-'..
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.... .cl ilIS.O
C) ~~..w
~ .-......
[3 L...........~ ....
~~~
W
0::
0....
.
U
~~ ~
~8~i
15 !;j 0
~~
~~
DATE
05/19/93
INDEX NO.
402
4 OF 4
~
o
~Z
i.J...
o
W
0::
<t:
0....
W
0::
0....
DAlE
09/16/99
INDEX NO.
404
lCF1
~
o
~
~
fa
~
~
w B ~
~ ~ g
f- f-
U U
w w
-, -,
o 0
0:: 0::
0.... 0....
j
i II
..... L
(~[ _ it.
=;=
NOTES: I
1. Steamer Connection to Face Street.
2. All Fire Hydrants to have 51/4" Valve Seat.
3. Fire Hydrants Shall be Placed at Street Corners
or In the R.O.W. Adjacent to Side Lot Lines
Whenever Possible.
4. See Sheet 3 for Typical Connections & Fittings.
<
Q
~
0:=
o
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~
rn
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t--4
<
E-t
~
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...:l
t--4
E-t
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~
~
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<
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U
w
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0::
U
Cfl
W
o
W
f-
<t:
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O:::W>-Vl-OZVl
c:i
z
DAlE
02/94
INDEX NO.
405
3 Of 5
() C\a
~ en
>- ~,.-
<t ~ <X>
~ \~ d
" \:::r: '''Jo=: . Z
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0'\f~~ -', ~
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DRAWN BY:
",
t,
l
. ," ~"I-
CHECK BY:
ORIGINAL DATE:
SHEET
o
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z~
o
F5
CJ Z 0
=> Cl::W
~ wVl
wVl
zO
Vl(3~
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~w
0:: Vltj
P (3tjj-
w.. W'
O:::Vl
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.0':1-"2
Z[lJ::::l
ALG
KEZ
01.23.03
23 Of 21
Flow
.
b
((;~ d~lXlll: : 111::":0: :0:
TIPI*I Flange I i) r Brill Nr"
hll ValVI --../ f ~( I CTyp -=- / Prevent..
/' I. IIll ([ K.-=rll 11111
90- Brus Ell ~
JII ))
_LL.... -
;= ::j,
~~ J "- Tipped FlInge
f= ~ "- Ball Valve
.1./..........
"-- 90. Brass Bl
1II111
~ ~
BlCkflow
BYPASS DET AIL
I1I111
- ~
ApprovlcI x
BlCkflow
RaIlIInt Selt ( Prevll'lt.. Resilient Seat
OS&YValve ~ / OSIrYVIlVl
'" r PlItl Strllner JL /
RlI'IgId TII t ~ Flanged T..
-..".... --........... ~ 'ern ~ m .a..a. A ----A _~ / .....----- R_ 45'_
a a all[ Jlh a ~Ira a 0
~ ~ ur
HIt..
J,
)./, J::~:.: ~
~
1Z"
~ k.:'t\ '\L
/
)./,
Row
.m~
Supports
b
UJ ~ M.l45. Bend
TYPICAL COMPOUND WATER METER SET
Mol 45. Bend
NOTE
1. 0 5 & Y Valve Handles will be Chained and Locked.
2. Meter Sets will be Painted After Installation.
3. Bypass Pipe & Fittings Shall be Threaded Brass.
'\L
~m
/ UJ
)( APPROVED R.P. DEVICES
Hersey-Beeco Model 6CM
Ames 5000 SS
Watts Model 909 or 009
Conbraco 40200
)( APPROVED DOUBLE-CHECK VALVES
Hersey-Beeco Model No.2
Ames 2000 55
Watts Model 709 or 007
Conbraco 40100
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS AD~INISTRATION
ENGINEERING
TYPICAL COMPOUND
WATER METER SET
45' RISE
3".4" and 6" MODELS
REDRAWN BY
MJP
CHEa<EIl BY
REV. DAl!
DESCRlPllON
APP. DESIGNED BY
Stop Less Check
MUELLER H14350 with Lock Wing and
Compression inlet or approved equal
Threaded Corporation Stop
MUELLER H15008
or approved equal
( TAP AT 450 ANGLE)
~~
m=@
.,.,
','.'.','
"',',
Saddle required on
4" P.V.c. only
~... ~.
I/:. ~~'
( :X:
~'!j/J
-
\ Water Service Tubing
Driscopipe 5100 or Endot /Yardley
Blue Jet, SDR 9, 3408 Polyethylene
Saddle shall have double
stainless steel straps
with epoxy coated
ductile iron body.
Water Main
CHLORINA TION TAP
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS AD~INISTRATION
ENGINEERING
W Mill
REV. DA l!
REDRAWN BY
B.V.D.
IIU. CHECICED BY
G,(.H.
APP. oam.BY
0......1*1_
DESCRlPllON
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w
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CHLORINA TION TAP
a
J
DAl!
02/94
INDOC NO.
405
4 DF !)
w
DA\l!
06/:25/91
INJElI( NO.
4108
1 OIF 2
Ford Angle
Valve (Flanged)
~ooo 00
~~
Top View
Ford Meter Flange
Flow
~
o ~ 31
..
c~_
~ Meter
(Flanged)
F-
1
c: G.I
._~
lU._
x: v)
t
12"
t
y\/
~ ~ ...,Q".
o ~
TP'~
Approved Backflow
Prevention Device
(Flanged)
x
/
<
~b Bra.. Nipple
-~
&..
G.I
e G.I
o:E
tiv)
:J
U
~
TYPICAL PARALLEL DEVICE
-'
NOTE
Parallel device installation is employed whenever it is vital
to maintain a continuous supply of water and where
interruptions for testing and servicing would be unacceptable.
Device must be installed level.
· APPROVED R.P. DEVICES
Hersey-Beeco Model FRP II
Watts Model 909 or 009
Con bra co 40200
· APPROVED DOUBLE-CHECK VALVES
Hersey-Beeco Model FDC
Watts Model 709 or 007
Conbraco 40100
-
~ II .""" ~
,. -~
;roC
II;
I!
~
~ W\I
~
Restrained 2"
Tapped Plug
If;; .L::::::=:
~(~
REV. DAl!
TEMPORARY BLOWOFF
AND SAMPLE TAP
~
-
..~
~
~
;;;;;;;
t:......,J
..., ~!1
END CONNECTION
REV. DAl!
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS AD~INISTRATION
ENGINEERING
REDRAWN BY
MJP
CHECKED BY
PARALLEL METER SET
DESCRlPllON
APP. DESIGNED BY
2" Ball Valve
~~ .~
'F ~
~
H3::_ ::~..nIZ=-- J4
2" Galvanized
~
2" Corporation
~
~
T applflg Saddle
arQ,
~
-=-
TOP CONNECTION
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS AD~INISTRATION
ENGINEERING
TEMP BLOWOFF
AND
SAMPLE TAP
REDRAWN BY
B.V.D.
CHECKED BY
DESCRlPllON
APP. oam.BY
STREET WITH CURB
\oJ
ci
ai
'I
II"---lll-ll '11
'"
I 4' Hln. I
36" IIln.
~
1
Stili Cuing
(Size Varies)
/ ~Ke~
Iron Pipe
NOTES
1. All pipe thru casing to be
ductile iron.
2. All pipes within casing to be
restrained by restraining gaskets.
3. Casing pipe to meet F.D.O.T.
standards.
DAl!
02/94
INJElC NO.
40!)
!) OF!)
STREET WITH CURB
Flnlshed Grlde
Hin. 2- PVC mlrklng colulln
.Clppler
u
ci
ai
r Detectable
/ ~ Tlpe
:J Ir
I ,-
1
I
II 1=:1111 " 1--11 ~
111==.1 11
]6" IIln.
4' Hln.
SdI, 10 PVC ISlze /
Varlls)
NOTES
1. 2" PVC marking Columns to be set 12" above
exis ting grade at each end of PVC sleeves,
DAl!
06/24/91
INDEX NO.
408
2 OF 2
STREET WITHOUT CURB
I
G.
a;
ci
L&.i
111-111-111- Ilr-
_ 1--111 Ir I
4' Hln.
\.. Re.tralnl1g
Glskets
(typ)
t 1/1I
REV. DAl!
_'PIPE'"
DESCRlPllON
-
1
-
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS AD~INISTRATION
ENGINEERING
REDRAWN BY
"VA
CHECKED BY
G.tH
DESIGNED BY
APP. Il.CJt.
JACK AND BORE
..
STREET WITHOUT CURB
I
G.
,.1'''mln.
REV. DAl!
DESCRlPllON
Finished Grade
0;
o
L&.i
Hln. 2" PVC lI..klng column
.capped-
~ 31 '" II '"
E:=llll"
4' Hln.
End of slllvI to be cappld
or tipped (typlcllelCh end)
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS AD~INISTRATION
ENGINEERING
REDRAWN BY
II.
CHECKED BY
T. IlUITZ
APP. DESIGNED BY
TlCllm
TYPICAL IRRIGATION
SLEEVE
DAl!
VN
INDEX NO.
4t'I
1 OF 1
DAl!
wm
INDEX NO.
~
, OF 1
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DRAWN BY:
. '.'
ALG
KEZ
01.23.03
r... "'"
I
CHECK BY:
ORIGINAL DATE:
SHEET
2~ OF 21