FLD2009-02004 - 1154, 1160 Mandalay Point Rd - Gills Residence - DRWGS - April 21, 2009
BUilDING INFORMATION
OCCUPANCY CLASSIFICATION: R-3 (RESIDENTIAL)
TYPE OF CONSTRUCTION: V B (SPRINKLERED)
HEIGHT: 34' - 0". (MEASURED TO MIDPOINT OF PITCHED ROOF)
NUMBER OF FLOORS: 4
FOOTPRINT: 8,470 S.F.
FLOOD ZONE INFORMATION
1154 & 1160 MANDALAY POINT ROAD
CLEARWATER, FLORIDA 33767
PER FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), THE SITE
IS LOCATED WITHIN FLOOD ZONES "AE" (EL.12), "AE" (EL. 13), "VE" (EL.13),
"VE" (EL.14), "VE" (EL. 15), "VE" (EL. 16), AND "VE" (EL. 17). (FLOOD INSURANCE
RATE MAP COMMUNITY-PANEL NUMBER: 12103C0064G, MAP REVISED 9/3/2003).
ELEVATIONS ARE REFERENCED TO NAV.D, 1988 DATUM.
GEOTECHNICAL INVESTIGATION
. GEOTECHNICAL INFORMATION PROVIDED BY: GULF COAST TESTING LABORATORY, INC
SIGNED AND SEALED BY: RAMANUJA C. KANNAN, P.E. # 38688
DATED: 1/12/09
BOUNDARY AND TOPOGRAPHIC SURVEY
SURVEY INFORMATION PROVIDED BY: GEORGE A. SHIMP II AND ASSOCIATES, INC. LB 1834
SIGNED AND SEALED BY: GEORGE A. SHIMP II, P.S.M # 2512
DATED: 2/2/09
UTiliTIES PROVIDERS
ELECTRICITY
PROGRESS ENERGY FLORIDA
100 CENTRAL AVENUE
ST. PETERSBURG, FLORIDA 33701
TEL: (877) 372-8477
WATER AND SEWER
CITY OF CLEARWATER UTILITIES DEPARTMENT
100 S. MYRTLE AVENUE
CLEARWATER, FLORIDA 33756
TEL: (727) 562-4600
CABLE
BRIGHT HOUSE NETWORKS
2114 DREW STREET
CLEARWATER, FLORIDA 33765
TEL: (727) 329-5020
SITE AERIAL PHOTOGRAPH
N.T.S,
TELEPHONE
VERIZON
P.O. BOX 11328
ST. PETERSBURG, FLORIDA 33733
TEL: (800) 483-4000
GAS
CLEARWATER GAS SYSTEM
400 NORTH MYRTLE AVENUE
CLEARWATER, FLORIDA 33755
TEL: (727) 562-4900
FIRE (VIA HYDRANTS)
CITY OF CLEARWATER FIRE DEPARTMENT
610 FRANKLIN STREET
CLEARWATER, FLORIDA 33756
TEL: (727) 562-4334
SITE LOCATION MAP
N.T.S.
INDEX OF DRAWINGS
SITE DATA TABLE
SHEET No.
SECTION 32, TOWNSHIP 28 S, RANGE 15 E
CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA
PARCEL ID # 32/28/15/54702/000/0140 & 32/28/15/54702/000/0160
CONTRACTOR SHALL CALL
"SUNSHINE STATE ONE CALL" OF FLORIDA AT 1-800-432-4770
A MINIMUM OF 2 AND A MAXIMUM OF 5 BUSINESS DAYS PRIOR TO START OF CONSTRUCTION.
OWNER:
JAMES P. GILLS, III AND JOYCE P. GILLS
1160 MANDALAY POINT ROAD
CLEARWATER, FLORIDA 33767
TEL: (727) 441-8845
TEL: (727) 871-2900
ENGINEER:
HIGH POINT ENGINEERING, INC.
630 CHESTNUT STREET
CLEARWATER, FLORIDA 33756
TEL: (727) 723-3771
FAX: (727) 723-7150
SURVEYOR:
GEORGE A. SHIMP II AND ASSOCIATES, INC.
3301 DESOTO BOULEVARD, SUITE D
PALM HARBOR, FLORIDA 34683
TEL: (727) 784-5496
FAX: (727) 786-1256
TREE INVENTORY:
- BUTLER DESIGN GROUP, INC.
4203-46TH AVENUE NORTH
ST. PETERSBURG, FL 33714
TEL: (727) 521-1684
FAX: (727) 527-7422
DESCRIPTION
EXISTING
ZONING:
LDR & OS/R
DEVELOPER:
JAMES P. GILLS, III AND JOYCE P. GILLS
1160 MANDALAY POINT ROAD
CLEARWATER, FLORIDA 33756
TEL: (727) 441-8845
TEL: (727) 871-2900
ARCHITECT:
BEHAR DESIGN ASSOCIATES
103 ROGERS STREET
CLEARWATER, FLORIDA 33761
TEL: (727) 488-9490
FAX: (727) 669-5575
CONTRACTOR:
MONOGRAM BUILDERS INC.
521 S. MARTIN LUTHER KING JR. AVENUE
CLEARWATER, FLORIDA 33756
TEL: (727) 446-7600
FAX: (727) 446-7668
LAND USE:
RL&P
USAGE:
SITE AREA:
DEVELOPABLE AREA:
BUILDING FOOTPRINT AREA:
PERCENTAGE OF SITE AREA:
TOTAL DWELLING UNITS:
DENSITY:
SINGLE FAMILY RESIDENTIAL
108,700 S.F. (2.495 AC,)
34,255 S.F. (0.786 AC.)
11,600 S.F.
10.7%
2
2.54 UNITS PER ACRE
FRONT (EAST):
34.8 FT.
SIDE (NORTH):
9.1 FT.
BUILDING
SETBACKS
17.0 FT.
SIDE (SOUTH):
REAR (WEST):
301.3 FT.
BUILDING HEIGHT:
20 FT.
TOTAL IMPERVIOUS AREA:
IMPERVIOUS SURFACE RATIO (I.S.R.):
TOTAL PERVIOUS AREA:
PERCENTAGE OF SITE AREA:
22,462 S.F.
0.206
86,238 S.F.
79,3%
lANDSCAPE:
BUSK AND ASSOCIATES
816 MYRTLE TERRACE
NAPLES, FLORIDA 34103
TEL: (239) 263-7133
FAX: (239) 263-2751
OFF-STREET PARKING:
4 SPACES
MINIMUM OFF-STREET PARKING CALCULATION:
1 DWELLING UNIT x 2 SPACES PER UNIT = 2 SPACES
(1) FLEXIBLE DEVELOPMENT APPLICATION
PROPOSED
C-1
C-2
C-3
C-4
C-5A, C-58, C-5C
C-6
L-1
A-1
A-2
A-3
CODE REQUIREMENTS
LDR & OS/R
LDR & OS/R
RL&P
RL&P
SINGLE FAMILY RESIDENTIAL
RESIDENTIAL LOW & PRESERVATION
108,700 S.F. (2.495 AC,)
34,255 S.F. (0.786 AC.)
8,470 S.F,
7.8%
20,000 SF (MIN)
1
1.27 UNITS PER ACRE
5 UNITS PER ACRE (MAX)
40.3 FT.
25 FT,
10.0 FT.
10 FT.
10.0 FT,
10 FT.
273.6 FT
(1) 0.0 FT. FROM CCCL
(1) 34.0 FT.
20FT.
30FT.
15,637 S.F.
0.144
93,063 S.F.
85,6%
0.60 (MAX)
40.0% (MIN)
4 SPACES
2 SPACES PER UNIT
SUMMARY OF GROSS FLOOR AREAS:
FIRST FLOOR = 8,470 SF
SECOND FLOOR = 6,095 SF
THIRD FLOOR = 5,145 SF
FOURTH FLOOR = 1,700 SF
TOTAL = 21,410 SF
CONTENT
SITE DEVELOPMENT DATA
DEMOLITION PLAN
SITE LAYOUT AND PARKING PLAN
PAVING, GRADING & DRAINAGE PLAN
UTILITIES PLAN
UTILITIES DETAILS
TREE INVENTORY PLAN
GROUND LEVEL FLOOR PLAN
ELEVATIONS
ELEVATIONS
@COPYRIGHT 2009
THIS DRAWING IS THE PROp,EiTf'~-ryl@1f'c?IN;r€l\JGINEERING,INC. UNDER NO
CIRCUNSTANCES MAY THIS DRA~N;!}.B&:.B<E5>~UeED, PUBLISHED, ALTERED OR USED
IN ANY WAY WITHOUT W~I\lE:.N.l\l,I~~~leTjflt-lfRQMl1IGH POINT ENGINEERING, INC.
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FL Registration No, 'r''. ~: ~ 0 ..Frofessional EngID""r.. _ ':, : Sign Date
COPY OF THIS PL5\1\!.I~NQ:r W.A.Ir5)JN\-qSSSlft~!ii: SEALED AND DATED
BY'THE PRlDF 'B&ONM. 'l5l\i!3'lfllEER' ~"
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DEMOLITION NOTES TO CONTRACTOR
1, THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AS REQUIRED BY CITY / COUNTY, STATE AND
FEDERAL LAW PRIOR TO COMMENCE OF DEMOLITION ACTIVITIES,
2. THE CONTRACTOR SHALL INSPECT BUILDINGS FOR ASBESTOS AND SITE FOR HAZARDOUS WASTE PRIOR
TO DEMOLITION WORK,
3, THE CONTRACTOR SHALL MEET ALL SAFETY REGULATIONS REQUIRED BY FEDERAL, STATE AND LOCAL
GOVERNMENT,
4, THE CONTRACTOR PERFORMING DEMOLITION, SHALL CONFORM TO THE REQUIREMENTS OF THE U.S,
DEPARTMENT OF LABOR'S OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) RULES AND
REGULATIONS FOR DEMOLITION SAFETY STANDARDS, 29 C,F,R" S,1926" SUBPART T, INCLUDING ALL
SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS ADOPTED BY THE DEPARTMENT OF LABOR
AND EMPLOYMENT SECURITY (DLES),
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND SHALL
BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL ABOVE AND BELOW GROUND EXISITNG
IMPROVEMENTS THAT WILL NOT BE INCORPORATED WITH THE NEW IMPROVEMENTS.
6. THE CONTRACTOR SHALL DEMOLISH AND REMOVE IMPROVEMENTS WITHIN LIMITS OF CONSTRUCTION,
THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY CONFLICTS OR DISCREPANCIES
BEFORE PERFORMING ANY WORK IN THE CONFLICTING AREA,
7, THE CONTRACTOR SHALL ESTABLISH AND PROPERLY FLAG PROPERTY CORNERS AND PROPERTY LINES
PRIOR TO DEMOLITION WORK.
8, THE CONTRACTOR SHALL DISPOSE ALL DEMOLITION MATERIALS AND DEBRIS IN ACCORDANCE WITH THE
CITY / COUNTY REQUIREMENTS IN A SOLID WASTE DISPOSAL FACILITY APPROVED BY FD.E.P, AND THE CITY
/ COUNTY,
9. THE CONTRACTOR SHALL COORDINATE DEMOLITION WORK WITH NEIGHBORS THAT ARE AFECTED BY
THE DEMOLITION WORK.
10, THE CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES AND TREE BARRICADES PRIOR TO
DEMOLITION AND MAINTAIN DURING DEMOLITION, THE CONTRACTOR SHALL ERECT SILT FENCE AS SHOWN
IN SITE CONSTRUCTION DETAILS SHEET, FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE EROSION
CONTROL MEASURES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS
PROVIDED BY CHAPTERS 40D-4 AND 40D-40 FAC, INITIATION OF CIVIL PENALTY PROCEDURES PURSUANT
TO SECTION 373,129, FAC. CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER OFFENSE WITH EACH
DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A SEPARATE OFFENSE.
11, THE CONTRACTOR SHALL SAW-CUT EXISTING PAVEMENT WHERE NEW PAVEMENT IS TO BE ADDED OR
EXISTING PAVEMENT TO BE ELIMINATED,
12, THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR TO DEMOLITION AND IS RESPONSIBLE
FOR THE DAMAGE OF ANY ON-SITE OR OFF-SITE UTILITIES THAT ARE NOT A PART OF THIS PROJECT OR ARE
NOT IDENTIFIED TO BE REMOVED,
13, THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES TO DISCONNECT THEIR FACILITIES PRIOR TO
COMMENCE OF DEMOLITION ACTIVITIES.
14. THE CONTRACTOR SHALL COORDINATE THE REMOVAL / RELOCATION OF EXISTING UTILITIES WITH THE
OWNER OF SAID UTILITY, UTILITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, WATER, SEWER, GAS, CABLE
TV, POWER AND TELEPHONE.
15. EXISTING IMPROVEMENTS ABOVE GROUND (E.G" PAVEMENT, CURBING, BUILDINGS, CONCRETE PADS,
RETAINING WALLS, SIDEWALKS, POLES, SIGNAGE, ETC,) AND BELOW GROUND (E,G" SANITARY, STORM,
WATER, GAS, CABLE, ELECTRIC, PHONE, ETC,) SHALL REMAIN UNLESS OTHERWISE NOTED,
16, ALL CAVITIES RESULTING FROM REMOVAL OF BUILDING FOUNDATIONS, TREES, UTILITIES, SIGNS, ETC.
SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED TO 95% OF MAXIMUM DENSITY FROM
MODIFIED PROCTOR TEST PER ASTM D1557/ MSHTO T-180,
17, THE CONTRACTOR SHALL DISPOSE ALL LOOSE DEBRIS AND GARBAGE WITHIN THE PROJECT
BOUNDARIES. ADJACENT PROPERTIES SHALL NOT BE ADVERSELY AFFECTED (E.G., SOIL EROSION,
UTILITIES DISCONNECTION, TRAFFIC FLOW IMPEDANCE, NOISE, DUST, GARBAGE, ETC,) AND RIGHT-OF-WAY
SHALL BE RESTORED WITH NEW SIDEWALK AND SOD AS REQUIRED, ~ -
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KEY
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COMMON NAME
7" SABAL PALM
8" SABAL PALM
9" SABAL PALM
10" SABAL PALM
12" SABAL PALM
14" SABAL PALM
9" COCONUT PALM
10" COCONUT PALM
11" COCONUT PALM
4",4",4" CHRISTMAS PALM
5",5",4" CHRISTMAS PALM
5",5",5" CHRISTMAS PALM
4" PYGMY DATE PALM
7" MONTGOMERY PALM
8",7" MONTGOMERY PALM
10" FOXTAIL PALM
16" TRIANGLE PALM
4",4",4",4" RECLlNATA PALM
7",6",5",5" RECLlNATA PALM
4",4",4",4" EUROPEAN FAN PALM
4",4" ROEBELlENII PALM
5",4" L1GUSTRUM TREE
5" ,5" YUCCA "SOFT LEAF"
8" WEEPING YOUPON HOLLY
11 ",8" WEEPING YOUPON HOLLY
6",7" SEA GRAPE
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\' ..' I v; '5'~?~\ ',a ..,/ ~ -,'; W\\ " ;J., \.\-- SAW,CUT PAVEMENT PRloJ TO
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A SOIL TRACKING PREVENTION DEVICE (STPD)
SHALL BE CONSTRUCTED TO PREVENT OFFSITE
TRACKING OF MUD. STPD SHALL BE CONSISTENT
WITH FDOT STANDARD INDEX 106,
-
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,--
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IMPORTANT NOTE TO CONTRACTOR
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CONTRACTOR TO DESIGN MANAGEMENT OF TRAFFIC (M.O,T,) TO BE UTILIZED WHILE
WORKING WITHIN MANDALAY POINT ROAD RIGHT-OF-WAY PER STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS FOR DESIGN, CONSTRUCTION,
MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM INDEX 603-
TWO WAY TWO LANE, WORK WITHIN THE TRAVEL WAY AND INDEX 660 - PEDESTRIAN
CONTROL FOR CLOSURE OF SIDEWALKS. (LANE CLOSURES SHALL NOT OCCUR DURING
THE PEAK HOUR PERIODS OF 7 TO 9 AM AND 4 TO 6 PM.)
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DEMOLITION TABLE
ITEM
DESCRIPTION
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REMOVE STRUCTURES AND FOUNDATIONS.
REMOVE ASPHALT AND BASE.
REMOVE CONCRETE PADS, SIDEWALKS AND
PAVERS TO THE NEAREST EXPANSION JOINT,
REMOVE WALL AND FENCE.
REMOVE SANITARY STRUCTURES AND PIPES.
REMOVE CURB TO NEAREST EXPANSION JOINT.
REMOVE TREES AND SHRUBS.
CLEARING AND GRUBBING NOTES
1, PRIOR TO SITE CLEARING AND GRUBBING, ALL TREES SHOWN TO REMAIN ON THE
CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE CITY / COUNTY TREE
ORDINANCE AND DETAILS CONTAINED IN THESE PLANS, THE CONTRACTOR SHALL BE
RESPONSIBLE TO KEEP THESE TREES IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL
BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE OWNER.
2. THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE PRIOR TO CONSTRUCTION IN
ACCORDANCE, WITH THE GEOTECHNICAL INVESTIGATION REPORT, COPIES OF THE
GEOTECHNICAL INVESTIGATION REPORT ARE AVAILABLE THROUGH THE OWNER. ANY QUESTION
REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE GEOTECHNICAL
INVESTIGATION REPORT ARE TO BE DIRECTED TO THE GEOTECHNICAL ENGINEERING COMPANY
THAT PREPARE THE REPORT,
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<( 3, THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE AREAS OF THE SITE NEEDED FOR
I CONSTRUCTION, DISTURBED AREAS SHALL BE SEEDED, MULCHED, OR PLANTED WITH APPROVED
LANDSCAPE MATERIAL IMMEDIATELY AFTER CONSTRUCTION,
c:r:: 4, ALL DELETERIOUS SUBSURFACE MATERIAL (I.E. MUCK, PEAT, BURIED DEBRIS) SHALL BE
W EXCAVATED IN ACCORDANCE WITH THESE CONSTRUCTION DOCUMENTS OR AS DIRECTED BY THE
1-<( GEOTECHNICAL ENGINEER. DELETERIOUS MATERIAL SHALL BE STOCKPILED OR REMOVED FROM
THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS SHALL BE BACK FILLED WITH
3= APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE CONSTRUCTION DOCUMENTS,
c:r:: CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR
<( REMOVING DELETERIOUS MATERIAL FROM THE SITE.
W
.-J5, UNLESS OTHERWISE DIRECTED, THE TOP 4" TO 6" OF SOIL REMOVED DURING CLEARING AND
OGRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR
LANDSCAPING PURPOSED,
6. ONLY GRADING BY HAND IS PERMITTED WITHIN THE CANOPY / DRIP LINE OF TREES TO REMAIN,
7, CONTRACTOR SHALL PROVIDE EROSION CONTROL AND SEDIMENTATION BARRIER TO PREVENT
SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS AND WATERWAYS, IN ADDITION,
CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER SUITABLE MATERIAL IN AREAS WHERE
CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT SITE. IF, IN THE OPINION OF THE
ENGINEER AND/OR CITY / COUNTY AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE
TRANSPORTED OFF-SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE
CONTRACTOR SHALL REMOVE SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR CITY
/ COUNTY AUTHORITIES,
8. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL
STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION OR OTHER ACCEPTABLE
METHODS,
LEGEND
- -
PROPOSED
PROPERTY LINE
- -
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TO REMAIN
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EXISTING TREE
TO BE REMOVED
PROPOSED EROSION
CONTROL
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/ ,
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PROPOSED TREE
BARRICADE
v///md
EXISTING ASPHALTIC
PAVEMENT TO BE
REMOVED
EXISTING BUILDING
TO BE REMOVED
, . A ,A. ... A , llo., "'f'- . I:lo., ~ ~ A. ... A ,A" A. ,A ,A.
,..{- ~:~:: .~::~: .~..~~: .~'?: ~'~: ~.~ 3.:{,~:.;>~:.L .~.:~,,~
EXISTING CONCRETE
TO BE REMOVED
--
EXISTING PAVERS
TO BE REMOVED
~
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48 HOURS
BEFORE YOU DIG
"CALL SUNSHINE"
1-800-432-4770
~",,-::,:::::::;::::'7.c.~ - _ @COPYRIGHT 2009
THIS DRAWING IS THE PRO~tf~~~\.~~# .k;,~Gtm:'e~tlll~. INC. UNDER NO
CIRCUNSTANCES MAY THIS D~'YJI<l.G BE'RE5'QPj..1j:;~, l"~tiSJ;lF-p, ALTERED OR USED
IN ANY WAY WITHOUT WRllJ~N ,wjflO~TION FRO'M}iIGl>j, POINT. ENGINEERING, INC.
, f/ .,,-.. cor!>.::!.;[, ~ l"'r r... c r:. ":') ;:::, o"'lJo .........
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58626 ">aP~YklQ 'GRAJ.c;cEiS..9:~>':~';:
FL Registration No, / '. ~ - ~PI1?fe$ion@;Eh~ineer ~.:.. "',...'~'" . Sign Date
COPY OF THIS PLAN IS NQ;T ~Pt[l W~f';SS:S'IGN.Ei;):'S~fD AND DATED
BY THE PROf.E..sSr~~~L!B~~:";"" ....
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LEGAL DESCRIPTION
32/28/15/54702/000/0160
PARCEL 1
LOTS 16, 16A, 17, 17A, FIRST ADDITION TO MANDALAY POINT
SUB" ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 20, PAGE 71, PUBLIC
RECORDS OF PINELLAS COUNTY, FLORIDA, TOGETHER WITH ALL RIGHT, TITLE, AND
INTEREST OF THE SELLER IN AND TO ACCRETED LANDS EXTENDING TO THE GILF OF
MEXICO,
PARCEL 2
NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS, AND UTILITIES OVER THE TRACTS
MARKED PALMER-HAYWARD RESERVED, ON THE PLATS OF MANDALAY POINT SUB"
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 20, PAGE 68, AND FIRST
ADDITION TO MANDALAY POINT SUB" ACCORDING TO THE PLAT THEREOF AS RECORDED
IN PLAT BOOK 20, PAGE 71, ALL OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
PARCEL 3
BEGIN AT THE SOUTHWESTERLY CORNER OF LOT 16, FIRST ADDITION TO MANDALAY
POINT SUB" ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 20, PAGE 71
OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE S, 770-16'-00"W"
ALONG THE WESTERLY EXTENSION OF THE SOUTHERLY BOUNDARY OF SAID LOT 16 AS A
BASIS OF BEARINGS, TO A POINT ON THE MEAN HIGH WATER LINE OF THE GULF OF
MEXICO; THENCE IN A NORTHERLY DIRECTION, MEANDERING THE MEAN HIGH WATER
LINE OF THE GULF OF MEXICO, 121 FEET, MORE OR LESS, TO A POINT LOCATED S.
770-16'-00"W. OF THE NORTHWESTERLY CORNER OF LOT 17 OF SAID FIRST ADDITION TO
MANDALAY POINT SUB,; THENCE N, 770-16'-00"E., TO THE NORTHWESTERLY CORNER OF
SAID LOT 17; THENCE S, 190-11'-43"E" (S 120-44'-00"E" PLAT) ALONG THE WEST BOUNDARY
OF SAID LOT 17, 60,24 FEET, (60.41 FEET, PLAT) TO THE SOUTHWEST CORNER OF SAID
LOT 17; THENCE S 120-31'-18"E" (S, 120-44'-00"E., PLAT) ALONG THE WEST BOUNDARY OF
SAID LOT 16, 59,85 FEET, (60,00 FEET, PLAT) TO THE SOUTHWEST CORNER OF SAID LOT 16,
THE POINT OF BEGINNING,
PARCEL 4
ALL OF THE UPLAND LYING EASTERLY OF THE EAST BOUNDARY OF LOTS 16AAND 17A,
FIRST ADDITION TO MANDALAY POINT SUB" ACCORDING TO THE PLAT THEREOF
RECORDED IN PLAT BOOK 20, PAGE 71 OF THE PUBLIC RECORDS OF PINELLAS COUNTY,
FLORIDA, AND WESTERLY OF THE MEAN HIGH WATER LINE OF CLEARWATER HARBOR,
BOUNDED ON THE NORTH BY THE EASTERLY EXTENSION OF THE NORTH BOUNDARY OF
LOTS 17 AND 17A, AND BOUNDED ON THE SOUTH BY THE EASTERLY EXTENSION OF THE
SOUTH BOUNDARY OF LOTS 16 AND 16A.
LEGAL DESCRIPTION
32/28/15/54702/000/0140
LOT 14, 14A, 15 AND 15A, FIRST ADDITION TO MANDALAY POINT SUBDIVISION,
ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 20, PAGE 71, PUBLIC
RECORDS OF PINELLAS COUNTY, FLORIDA; ALSO ALL OF THE LAND BETWEEN THE
EASTERLY PROJECTION OF THE NORTH AND SOUTH BOUNDARIES OF SAID LOTS, TO
THE CHANNEL IN CLEARWATER BAY, AND THE WESTERLY PROJECTION OF SAID NORTH
AND SOUTH BOUNDARIES, TO THE CHANNEL IN THE GULF OF MEXICO; ALSO, THE
RIGHT TO USE OF THE TRACT MARKED "PALMER-HAYWARD, RESERVED" FOR ROADWAY
PURPOSES; EXCEPT THAT THE WESTERLY 5 FEET OF THIS TRACT IS RETAINED FOR
THE INSTALLATION AND MAINTENANCE OF WATER AND GAS MAIN, POWER LINES, AND
OTHER PUBLIC UTILITY SERVICE.
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GENERAL SAFETY NOTES
1. THESE CONSTRUCTION PLANS DO NOT INCLUDE THE NECESSARY COMPONENTS FOR
CONSTRUCTION SAFETY IN ACCORDANCE WITH U,S. DEPARTMENT OF LABOR'S
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), THE CONTRACTOR SHALL
BE ENTIRELY RESPONSIBLE FOR MEANS, METHODS, PROCEDURES AND TECHNIQUES OF
CONSTRUCTION SAFETY.
2. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET BY THE U,S,
DEPARTMENT OF LABOR'S OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION
(OSHA),
3. DURING CONSTRUCTION, ALL SAFETY CONTROLS AND REGULATIONS ARE TO BE
ENFORCED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF
PEDESTRIANS AND WORKERS,
4, THE MINIMUM STANDARDS IN "THE STATE OF FLORIDA, MANUAL ON TRAFFIC CONTROL
AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND
UTILITY OPERATIONS" SHALL BE FOLLOWED FOR THE DESIGN, INSTALLATION,
MAINTENANCE AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES
AND BARRIERS NECESSARY TO PROTECT THE PEDESTRIANS AND WORKMEN FROM
HAZARDS WITHIN THE PROJECT LIMITS.
5, THE CONTRACTOR'S MAINTENANCE OF TRAFFIC PLAN SHALL BE SUBMITTED AND
APPROVED BY APPLICABLE AGENCIES PRIOR TO START OF CONSTRUCTION,
6, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ITS EMPLOYEES AND SUB
CONTRACTORS WITH ADEQUATE INFORMATION AND TRAINING TO ENSURE THAT THEY
COMPLY WITH ALL APPLICABLE SAFETY REQUIREMENTS, CONTRACTOR SHALL REMAIN IN
COMPLIANCE WITH ALL U.S, DEPARTMENT OF LABOR'S OCCUPATIONAL SAFETY AND
HEALTH ADMINISTRATION (OSHA) REGULATIONS AS WELL AS THE ENVIRONMENTAL
PROTECTION LAWS,
7, THE CONTRACTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF 5' FEET IN
DEPTH, SHALL CONFORM TO THE REQUIREMENTS OF THE U,S, DEPARTMENT OF LABOR'S
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) RULES AND REGULATIONS
FOR EXCAVATIONS SAFETY STANDARDS, 29 C,F,R., S,1926,650, SUBPART P, INCLUDING
ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS ADOPTED BY THE
DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY (DLES).
8. TO COMPLY WITH THE UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY
ACT THE CONTRACTOR SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE UTILITY
COMPANIES, AFFILIATED OR NOT AFFILIATED TO THE "SUNSHINE STATE ONE CALL" OF
FLORIDA CORPORATION, PRIOR TO CONSTRUCTION TO OBTAIN FIELD LOCATIONS
AND/OR CLEARANCE OF EXISTING UNDERGROUND UTILITIES.
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SITE DATA
1. SITE ADDRESS: 1154 & 1160 MANDALAY POINT ROAD
CLEARWATER, FLORIDA 33767
2. PROPERTY AREA: 108,700 SF (2.495 AC)
DEVELOPABLE AREA:34,255 SF (0.786 AC)
3. EXISTING ZONING: LLR & OSIR
4. EXISTING LAND USE: RL & P
5, BUILDING SETBACKS:
FRONT (EAST) = 40.3 FT
SIDE (NORTH) = 10.0 FT
SIDE (SOUTH) = 10.0 FT
REAR (WEST) = 273.6FT (0.0 FT TO CCCL)
6. BUILDING HEIGHT: 34'
7. SITE AREAS:
TOTAL IMPERVIOUS AREA:
TOTAL PERVIOUS AREA:
TOTAL AREA:
15,637 SF (14.4%)
93,063 SF (85,6%)
108,700 SF (100%)
8. DENSITY = 1 SINGLE FAMILY 1 0,786 ACRES = 1.27 UNITS PER ACRE
9, OWNER:
JAMES P. GILLS, III AND JOYCE P. GILLS
1160 MANDALAY POINT ROAD
CLEARWATER, FLORIDA 33767
10, STORMWATER MANAGEMENT: EXEMPT.
11. FLOOD ZONE INFORMATION: ZONE "AE" (EL.12), "AE" (EL. 13), "VE"
(EL.13), "VE" (EL.14), "VE" (EL. 15), 'VE" (EL. 16), AND "VE" (EL. 17). (FLOOD
INSURANCE RATE MAP COMMUNITY-PANEL NUMBER: 12103C0064G, MAP
REVISED 9/3/2003). ELEVATIONS ARE REFERENCED TO NAV.D, 1988
DATUM.
12. WASTE MANAGEMENT: TRASH RECEPTACLES
13. TOTAL PARKING PROVIDED: 4 SPACES IN GARAGE
14. TOTAL PARKING REQUIRED: 2 SPACES
1 DWELLING UNIT X 2 SPACES PER UNIT = 2 SPACES
SITE PLAN NOTES
1, ALL POINTS AND MONUMENTS SHALL BE SURVEYED UPON MOBILIZATION TO VERIFY
THEIR ACCURACY. ANY DISCREPANCIES DISCOVERED MUST BE BROUGHT TO THE
ATTENTION OF THE ENGINEER IN WRITING PRIOR TO CONSTRUCTION,
2. MONUMENTS AND OTHER SURVEY CONTROL POINTS SHALL BE PROTECTED FROM
DAMAGE AND DISTURBANCE. IF ANY CONTROL POINTS ARE DAMAGED OR DISTURBED, IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AND
REPLACE THE CONTROL POINTS TO THEIR ORIGINAL CONDITION AT HIS OWN EXPENSE.
3, CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR PRECISE BUILDING
DIMENSIONS,
4. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT POINTS OF
CONNECTION OF UTILITIES,
5, ALL DISTURBED AREAS ARE TO RECEIVE FOUR (4) INCHES OF TOP SOIL, SEED, MULCH
AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED,
6, THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE CITY OF
CLEARWATER COMMUNITY DEVELOPMENT CODE,
7. ALL BOUNDARY AND TOPOGRAPHICAL INFORMATION SHOWN WAS TAKEN FROM
TOPOGRAPHIC SURVEY BY GEORGE A, SHIMP II AND ASSOCIATES, INC, DATED 2/2/09.
LEGEND
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EXISTING LOT
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SETBACK
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PAVEMENT
NEW PAVERS
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48 HOURS .
BEFORE YOU DIG
"CALL SUNSHINE"
1-800-432-4770
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GENERAL CONSTRUCTION NOTES
IMPORTANT NOTES TO CONTRACTOR
1, THESE DRAWINGS SHALL NOT BE UTILIZED FOR CONSTRUCTION PRIOR TO OBTAIN THE
PERMITS FROM THE CITY/COUNTY AND OTHER GOVERNMENTAL AND REGULATORY
AGENCIES HAVING JURISDICTION OVER THE PROJECT, THE CONTRACTOR SHALL ASSURE
THAT CONSTRUCTION IS IN ACCORDANCE WITH THE APPROVED DRAWINGS,
1, ALL POINTS AND MONUMENTS SHALL BE SURVEYED UPON MOBILIZATION TO VERIFY
THEIR ACCURACY, ANY DISCREPANCIES DISCOVERED MUST BE BROUGHT TO THE
ATTENTION OF THE ENGINEER IN WRITING PRIOR TO CONSTRUCTION,
2, MONUMENTS AND OTHER SURVEY CONTROL POINTS SHALL BE PROTECTED FROM
DAMAGE AND DISTURBANCE. IF ANY CONTROL POINTS ARE DAMAGED OR DISTURBED, IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AND
REPLACE THE CONTROL POINTS TO THEIR ORIGINAL CONDITION AT HIS OWN EXPENSE,
2, THE CONTRACTOR SHALL READ AND UNDERSTAND THE PERMIT AND INSPECTION
REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL AND REGULATORY
AGENCIES, THE ENGINEER, AND THE ARCHITECT. THE CONTRACTOR SHALL OBTAIN ALL
NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE ANY NECESSARY
INSPECTIONS ACCORDING TO AGENCY INSTRUCTIONS.
3, ON-SITE FILL IS NOT ANTICIPATED FOR THE CONSTRUCTION OF THIS PROJECT,
3, UNLESS OTHERWISE SPECIFIED, ALL WORK PERFORMED SHALL COMPLY WITH THE
ORDINANCES AND REGULATIONS OF THE GOVERNMENTAL AND REGULATORY AGENCIES
HAVING JURISDICTION OVER THE PROJECT. ALL CONSTRUCTION MATERIALS, MEANS,
METHODS, PROCEDURES AND TECHNIQUES SHALL CONFORM TO CITY/COUNTY
CONSTRUCTION STANDARDS, FDOT "STANDARDS FOR DESIGN, CONSTRUCTION,
MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM" AND FDOT
"SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" LATEST EDITION.
4. THE INFORMATION PROVIDED IN THESE CONSTRUCTION DOCUMENTS IS SOLELY TO
ASSIST THE CONTRACTOR IN ASSESSING AND EVALUATING THE NATURE AND EXTENT OF
THE CONDITIONS WHICH MAY BE ENCOUNTERED DURING THE COURSE OF WORK. ALL
CONTRACTORS ARE DIRECTED, PRIOR TO BIDDING, TO CONDUCT ANY OR ALL
INVESTIGATIONS AS DEEMED NECESSARY TO ARRIVE AT THEIR OWN CONCLUSIONS
REGARDING THE ACTUAL CONDITIONS THAT MAY BE ENCOUNTERED, AND UPON WHICH
THEIR BIDS WILL BE BASED.
4, DEWATERING IS NOT ANTICIPATED FOR THE CONSTRUCTION OF THIS PROJECT,
5, ON-SITE BURNING IS NOT ANTICIPATED FOR THE CONSTRUCTION OF THIS PROJECT.
6, TEMPORARY SEEDING AND MULCHING MAY BE APPLIED TO COVER BARE SOIL AND TO
PREVENT WIND EROSION, SOLID BOARD FENCES, BURLAP FENCES, CRATE WALLS, BALES
OF HAY, AND SIMILAR MATERIAL CAN BE USED TO CONTROL AIR CURRENTS AND BLOWN
DUST, BARRIERS PLACED AT RIGHT ANGLES TO PREVAILING WIND CURRENTS AT
INTERVALS OF ABOUT 15 TIMES THE BARRIER HEIGHT ARE EFFECTIVE IN CONTROLLING
WIND EROSION, IRRIGATION WITH WATER UNTIL THE SURFACE IS WET AND REPEATED AS
NECESSARY CAN BE USED TO PREVENT WIND EROSION AND CONTROL BLOWN DUST. IF
THIS METHOD IS TO BE EMPLOYED, THE CONTRACTOR SHALL CONSTRUCT A TEMPORARY
GRAVEL ROCK ENTRANCE OR A SOIL TRACKING PREVENTION DEVICE (STPD) TO PREVENT
OFFSITE TRACKING OF MUD ONTO LOCAL STREETS. STPD SHALL BE CONSISTENT WITH
FDOT STANDARD INDEX 106.
5, THE CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM A SITE RECONNAISSANCE
PRIOR TO BIDDING THE WORK AND CONDUCT STUDIES, TESTS AND SURVEYS AS DEEMED
NECESSARY TO MAKE THEIR OWN DETERMINATION AS TO THE ACTUAL SURFACE AND
SUBSURFACE CONDITIONS EXISTING AT THE SITE, ACTUAL CONDITIONS THAT DIFFER
FROM THOSE SHOWN ON THE CONSTRUCTION DOCUMENTS SHALL NOT CONSTITUTE
GROUNDS FOR AMENDMENTS TO THE CONTACT PRICE.
6. IMMEDIATELY UPON MOBILIZING TO THE SITE, THE CONTRACTOR (ACCOMPANIED BY
THE OWNER AND ARCHITECT) SHALL PERFORM A SURVEY OF THE ENTIRE PROJECT
AREA. THE CONTRACTOR SHALL SURVEY IN DETAIL USING WRITTEN AND PHOTOGRAPHIC
MEANS, BUILDING(S) AND SITE AREAS THAT ARE NOT IN A FIRST CLASS CONDITION
(SURFACES THAT ARE UNBROKEN, NON-CRACKED, NON-RUSTING, WITHOUT CHIPS,
WITHOUT SPLINTERS, OF TEXTURE MATCHING ITS SURROUNDING, WITH NEW APPEARING
FINISHES, AND OPERATING AS ORIGINALLY DESIGNED OR INTENDED TO OPERATE)
SPECIALLY THOSE THAT WILL REMAIN IN THEIR EXISITNG CONDITION AT THE END OF
PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TO THE OWNER A
COMPLETE PROJECT IN FIRST CLASS CONDITION, MEETING INDUSTRY WIDE STANDARDS
IN QUALITY AND PERFORMANCE (REGARDLESS OF WHETHER AN AREA IS SPECIFICALLY
IDENTIFIED WITHIN THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A PARTICULAR
AREA HAS BEEN DESCRIBED IN THE WRITTEN AND PHOTOGRAPHIC DETAILS. SHOULD
DURING THE COURSE OF THE WORK, ANY AREA OF THE BUILDING(S) AND/OR UTILITIES
AND/OR THE SITE BECOME DAMAGED AND THAT AREA WAS NOT SPECIFICALLY CALLED
OUT TO BE A PART OF THE CONSTRUCTION, THE CONTRACTOR SHALL REPAIR AND/OR
REPLACE THE DAMAGED AREA TO THE SATISFACTION OF THE ARCHITECT AND OWNER
AT NO ADDITIONAL COST,
7, IF DURING CONSTRUCTION ACTIVITIES ANY EVIDENCE OF HISTORIC RESOURCES,
INCLUDING BUT NOT LIMITED TO ABORIGINAL OR HISTORIC POTTERY, PREHISTORIC
STONE TOOLS, BONE OR SHELL TOOLS, HISTORIC TRASH PITS, OR HISTORIC BUILDINGS
FOUNDATION, ARE DISCOVERED, WORK SHALL COME TO AN IMMEDIATE STOP AND THE
FLORIDA DEPARTMENT OF HISTORIC RESOUR.CES (STATE HISTORIC PRESERVATION
OFFICE) AND PINELLAS COUNTY SHALL BE NOTIFIED WITHIN TWO WORKING DAYS OF THE
RESOURCES FOUND ON THE SITE,
8. IF DURING CONSTRUCTION ACTIVITIES ANY EVIDENCE OF THE PRESENCE OF STATE
AND FEDERALLY PROTECTED PLANT AND/OR ANIMAL SPECIES IS DISCOVERED, WORK
SHALL COME TO AN IMMEDIATE STOP AND THE FLORIDA FISH AND WILDLIFE
CONSERVATION COMMISSION (FFWCC), THE U.S. FISH AND WILDLIFE SERVICE (USFWS)
AND PINELLAS COUNTY SHALL BE NOTIFIED WITHIN TWO WORKING DAYS OF THE PLANT
AND/OR ANIMAL SPECIES FOUND ON THE SITE.
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STORMWATER COLLECTION SYSTEM
STRUCTURE SCHEDULE
STRUCTURE TYPE OF GRATE ELEV. INV, ELEV,
NUMBER STRUCTURE (FT) (FT)
ST-1 WATER-TIGHT OUTFALL PIPE 0.80
-----
(OPENING THRU SEAWALL)
ST-2 2')(2' YARD INLET 5.80 1.00
ST-3 2')(2' YARD INLET 6.50 1.30
ST-4 2')(2' YARD INLET 6.50 1.90
ST-5 CLEAN-OUT 7.30 2.10
ST-6 CLEAN-OUT 7.10 3.10
ST-7 CLEAN-OUT 6.60 2.25
ST-8 2')(2' YARD INLET 6.50 2.35
ST-9 2')(2' YARD INLET 6.50 2.95
ST-10 CLEAN-OUT 7.00 3.20
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STORMWA TER COLLECTION SYSTEM
SEWER LINE SCHEDULE
SEWER LOWER UPPER LENGTH SIZE & SLOPE
LINE END END (FT) MATERIAL (%)
1 ST-1 ST-2 35 15" RCP 0.57
2 ST-2 ST-3 29 12" PVC 1,03
3 ST-3 ST-4 60 12" PVC 1.00
4 ST-4 ST-5 20 12" PVC 1.00
5 ST-5 ST-6 97 12" PVC 1.03
6 ST-2 ST-7 120 12" PVC 1,04
7 ST-7 ST-8 7 12" PVC 1.43
8 ST-8 ST-9 60 12" PVC 1,00
9 ST-9 ST-10 24 12" PVC 1.04
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COASTAL CONSTRUCTION CONTROL L1NEJ
O,R, BOOK 11760, PGS 2687-2693
ALSO BULKHEAD BOOK 2, PGS. 79-114 /
/
/
INSTALL BRICK PAVERS PER THE CITY
OF CLEARWATER STANDARDS AND
SPECIFICATIONS, INDEX 113, PAGE 1.
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CONTRACTOR TO DESIGN MANAGEMENT OF TRAFFIC (M,O.T,) TO BE UTILIZED WHILE
WORKING WITHIN MANDALAY POINT ROAD RIGHT-OF-WAY PER STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS FOR DESIGN, CONSTRUCTION,
MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM INDEX 603-
TWO WAY TWO LANE, WORK WITHIN THE TRAVEL WAY AND INDEX 660 - PEDESTRIAN
CONTROL FOR CLOSURE OF SIDEWALKS, (LANE CLOSURES SHALL NOT OCCUR DURING
THE PEAK HOUR PERIODS OF 7 TO 9 AM AND 4 TO 6 PM.)
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LEADERSHIP IN ENERGY AND ENVIRONMENTAL
DESIGN (LEED) NOTES
1. TO MINIMIZE CARBON FOOTPRINT, THE OWNER AND CONTRACTOR SHALL SELECT
LOCAL MATERIALS FROM SUPPLIERS AND MANUFACTURES WITHIN 500 MILES OF THE
PROJECT SITE.
2, TO REDUCE ENVIRONMENTAL IMPACT, THE OWNER AND CONTRACTOR SHALL USE
SUSTAINABLE OR RECYCLED MATERIALS SUCH AS CRUSHED CONCRETE, RECYCLED
AGGREGATE, RECLAIMED WOOD, ETC,
3. TO MITIGATE ENVIRONMENTAL IMPACT, THE OWNER AND CONTRACTOR SHALL SEND
ANY CONSTRUCTION DEBRIS PRODUCED DURING DEMOLITION ACTIVITIES TO RECYCLING
FACILITIES RATHER THAN LANDFILLS,
4, TO MINIMIZE POTABLE WATER USAGE AND CONSERVE GROUNDWATER, THE OWNER
AND CONTRACTOR SHOULD INSTALL WHEN POSSIBLE, UNDERGROUND CISTERNS TO
HARVEST RAINWATER TO BE USED AS SUPPLEMENTAL WATER FOR NEEDS OTHER THAN
HUMAN CONSUMPTION.
5, TO REDUCE POLLUTED STORMWATER LEAVING THE SITE AND TO MAXIMIZE ON-SITE
STORMWATER RETENTION, THE OWNER AND CONTRACTOR SHOULD USE WHEN
POSSIBLE, PERMEABLE OR PERVIOUS PAVEMENT DESIGNED USING THE MIX-PROCESS
METHOD DEVELOPED IN FLORIDA.
LEGEND
- - --
PROPOSED
PROPERTY LINE
".f;t)
EXISTING
ELEVATION
X
5,65
x
PROPOSED
ELEVATION
~
FLOW
DIRECTION
PROPOSED
DRIVEWAY
CENTER-LINE
R.L.
PROPOSED
RIDGE-LINE
ST
PROPOSED
STORM SEWER
LINE
PROPOSED
EROSION
CONTROL
EXISTING
ASPHAL TIC
PAVEMENT
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NEW PAVERS
ALL EXISTING AND PROPOSED
ELEVATIONS ARE REFERENCED
FROM NORTH AMERICAN
VERTICAL DATUM (N.A.V.D.) 1988
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GENERAL CONSTRUCTION NOTES
GENERAL CONSTRUCTION NOTES
1, WHEN NECESSARY, THE CONTRACTOR SHALL COORDINATE AND SCHEDULE
CONSTRUCTION ACTIVITIES WITH OTHER CONTRACTORS AND UTILITY COMPANIES (E,G.,
POWER, TELEPHONE, CABLE, GAS, ETC.), IT IS THE RESPONSIBILITY OF THE CONTRACTOR
TO OBTAIN THE REQUIRED PERMITS TO PERFORM WORK WITHIN PUBLIC EASEMENTS
AND RIGHT-OF-WAY AND ENSURE THAT ALL PERMITS ARE APPROVED PRIOR TO
CONSTRUCTION,
7, GEOTECHNICAL INVESTIGATION AND RECOMMENDATIONS WERE PREPARED BY
OTHERS AND ARE USED SOLELY TO ASSIST CONTRACTORS IN ASSESSING THE NATURE
AND EXTENT OF TESTING AND STUDIES REQUIRED TO MAKE THEIR OWN DETERMINATION
AS TO THE ACTUAL SURFACE AND SUBSURFACE CONDITIONS EXISTING AT THE SITE. NO
REPRESENTATION IS MADE OR GIVEN CONCERNING THE ACTUAL SURFACE AND
SUBSURFACE CONDITIONS WHICH MAY BE ENCOUNTERED DURING THE COURSE OF
WORK AND CONTRACTORS ARE FULLY RESPONSIBLE WHEN USING SAID INFORMATION,
ALL CONTRACTORS ARE DIRECTED, PRIOR TO BIDDING, TO CONDUCT ANY OR ALL
INVESTIGATIONS THEY MAY DEEM NECESSARY TO ARRIVE AT THEIR OWN CONCLUSIONS
REGARDING THE ACTUAL CONDITIONS THAT MAY BE ENCOUNTERED, AND UPON WHICH
THEIR BIDS WILL BE BASED,
2. THE CONTRACTOR SHALL USE THE BENCHMARK ELEVATION NOTED IN THE BOUNDARY
AND TOPOGRAPHIC SURVEY TO REFERENCE ALL TEMPORARY BENCHMARKS, BASE
LINES, GRADE POINTS AND PROPERTY MONUMENTS. IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO REESTABLISH, IN THEIR ORIGINAL STATE, THE PROPERTY MONUMENTS
DISTURBED OR DAMAGED DURING CONSTRUCTION. THE CONTRACTOR IS FULLY
RESPONSIBLE TO VERIFY AND CORRELATE IN THE FIELD ALL BASE LINES, ELEVATIONS,
AND DIMENSIONS SHOWN IN THESE PLANS, AND REPORT TO THE ENGINEER IN WRITING
ANY ERROR, OMISSION, OR DISCREPANCY BEFORE PERFORMING ANY WORK,
3. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND MAKE ADJUSTMENTS OF
ANY CONFLICT SHOWN OR NOT SHOWN IN THESE PLANS WITH OTHER EXISTING SITE
IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY
CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE CONFLICTING
AREA.
8. THE EXISTING UNDERGROUND UTILITY LINES SHOWN HEREON WERE TAKEN FROM
DOCUMENTS FURNISHED BY OTHERS AND NOT FIELD VERIFIED. THE CONTRACTOR MUST
USE SAID INFORMATION ONLY AS A GUIDE TO THE SUGGESTED LOCATION OF
UNDERGROUND UTILITY SERVICES, INCLUDING BUT NOT LIMITED TO: POTABLE WATER
LINES, SANITARY SEWER, STORM SEWER, GAS LINES, ELECTRICAL POWER, RECLAIMED
WATER LINES, IRRIGATION LINES, TELEVISION CABLES, FIBER OPTIC CABLES, TELEPHONE
CABLES, ALARM SYSTEM CABLES, SECURITY WIRING, SITE UNDERGROUND MECHANICAL,
CONTROL SYSTEMS WIRING, SYSTEMS INCLUDING INSULATION, ETC. THE ENGINEER
CANNOT GUARANTEE THE ACCURACY OF THE EXISTING UNDERGROUND UTILITY LINES
NOR THAT ALL ARE SHOWN HEREON, THE CONTRACTOR SHALL DETERMINE THE
SPECIFIC LOCATION AND CAREFULLY EXPOSE ALL UNDERGROUND UTILITY LINES IN
COORDINATION WITH OWNER(S} TO THEIR SATISFACTION AND MAKE ADJUSTMENTS TO
SAME IN THE EVENT THERE ARE CONFLICTS WITH NEW CONSTRUCTION, THE
CONTRACTOR SHALL REPLACE OR REPAIR, PER SPECIFICATIONS, ANY AND ALL DAMAGED
UNDERGROUND UTILITY SERVICES AS LISTED ABOVE AT NO ADDITIONAL COST.
4, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE STAKE-OUT OF THE
PROJECT SUCH AS BASE LINES, GRADES, SLOPES, UTILITY RELOCATIONS, OR ANY OTHER
STAKE-OUT THAT MAY BE REQUIRED TO COMPLETE THE PROJECT IN ACCORDANCE WITH
THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, ANY AND ALL EXPENSES
INCURRED FOR THIS WORK SHALL BE INCLUDED IN THE CONTRACT PRICE. ACTUAL
CONDITIONS THAT DIFFER FROM THOSE SHOWN IN THESE PLANS SHALL NOT
CONSTITUTE GROUNDS FOR AMENDMENTS TO THE CONTACT PRICE.
9. THE CONTRACTOR SHALL NOTIFY THE UTILITY INSPECTORS 5 DAYS BEFORE
CONNECTING TO ANY UTILITY LINE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO
SUBMIT TO THE APPROPRIATE AGENCIES AT LEAST THREE (3) WEEKS PRIOR TO START
OF CONSTRUCTION ALL REQUIRED SHOP DRAWINGS, CONTRACTOR'S LEGAL
INFORMATION, STARTING DATE, SCHEDULE, MANAGEMENT OF TRAFFIC PLAN AND OTHER
PERTINENT INFORMATION REQUIRED. ANY WORK PERFORMED WITHOUT PRESENCE OF
THE AGENCY INSPECTOR, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE
CONTRACTOR'S EXPENSE.
5. THE CONTRACTOR SHALL COORDINATE THE POINTS OF CONNECTIONS OF UTILITIES
WITH DIFFERENT SUBCONTRACTORS. THE SITE CONTRACTOR SHALL BRING THE
UNDERGROUND INFRASTRUCTURES (I.E. SANITARY SEWER, STORM SEWER, WATER
LINES, FIRE LINES, ETC,) TO 5 FEET OUTSIDE THE BUILDING(S}, THE PLUMBING
CONTRACTOR SHALL CONNECT AND MEET THE INVERT ELEVATIONS OF SAID UTILITIES,
ANY UTILITY WORK PERFORMED WITHIN 5' OF THE BUILDING SHALL BE THE
RESPONSIBILITY OF THE PLUMBING CONTRACTOR. ALL WORK SHALL COMPLY WITH ALL
APPLICABLE FEDERAL, STATE, AND LOCAL CODE OF ORDINANCE REQUIREMENTS.
6. TOPOGRAPHIC SURVEY AND LEGAL DESCRIPTIONS WERE PREPARED BY OTHERS AND
ARE SHOWN HEREIN ARE FOR INFORMATION PURPOSES ONLY. THE ENGINEER ASSUME
NO RESPONSIBILITY FOR THEIR PREPARATION, COMPLETENESS NOR ACCURACY AND
THE CONTRACTOR IS FULLY RESPONSIBLE WHEN USING SAID INFORMATION, PROPOSED
LOCATIONS, ELEVATIONS, AND DIMENSIONS OF STRUCTURES AND OTHER SITE
FEATURES ARE SHOWN IN ACCORDANCE TO THE SURVEY INFORMATION PROVIDED TO
THE ENGINEER AT THE TIME OF THE 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.
10. DEVIATIONS TO THESE PLANS AND SPECIFICATIONS WITHOUT CONSENT OF THE
ENGINEER OR THE OWNER MAY BE A CAUSE FOR THE WORK TO BE UNACCEPTABLE,
VALUE ENGINEERING SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER AND
THE OWNER.
11, WHEN NECESSARY, CONTRACTOR SHALL BE RESPONSIBLE FOR AN EASEMENT
INSPECTION BY CITY/COUNTY ENGINEERING DEPARTMENT PRIOR TO CONCRETE POUR
OF FOOTER/SLAB, CONTRACTOR SHALL STAKE ALL PROPERTY CORNERS AND EASEMENT
LINES PRIOR TO EASEMENT INSPECTION.
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COASTAL CONSTRUCTION CONTROL LINE I
O.R. BOOK 11760, PGS 2687-2693 ---J
ALSO BULKHEAD BOOK 2, PGS, 79-114
/
/
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PREVENTOR
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TO BE CONSTRUCTED
BY CLEARWATER GAS
SYSTEM
35 LF:I: 1-1/2" PVC SCH 40
36" MIN, COVER
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BUILDING. INSTALL TEMPORARY BLOW-OFF ASSEMBLY.
SAMPLING POINT AT TEMPORARY BLOW-OFF (TYP.)
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U 1 (t MAIN TO EXISTING SANITARY SEWER MANHOLE LOCATED
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MODEL WHR7,21, 3/4 HP, 230 VOLT, 1,PHASE,1,750 RPM,
(DESIGN FLOW = 25 GPM AT 25 FT TDH),
IT IS THE RESPONSIBILl1Y OF THE SITElUTILl1Y CONTRACTOR TO
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IMPORTANT UTILITY NOTES
1. ALL UTILITIES, INCLUDING INDIVIDUAL DISTRIBUTION LINES, SHALL BE INSTALLED
UNDERGROUND PER SECTION 3-911 OF THE CITY OF CLEARWATER CODE.
2, PROPOSED WATER MAIN TO BE DEFLECTED OVER OR UNDER STORM AND SANITARY
PIPE. WHEN WATER MAIN IS ABOVE SANITARY SEWER A 6" MINIMUM VERTICAL
CLEARANCE (12" PREFERRED) IS REQUIRED, WHEN WATER MAIN IS BELOW SANITARY
SEWER AND LESS THAN 12" CLEARANCE, BOTH THE SEWER AND THE WATER MAIN SHALL
BE CONSTRUCTED OF DUCTILE IRON PIPE (D.I.P,) 10' FROM EACH SIDE OF CROSSING.
(D,I.P, IS NOT REQUIRED FOR STORM SEWERS IF IT IS NOT AVAILABLE IN THE SIZE
PROPOSED),
3. WATER AND SEWER LATERALS ARE TO BE ADJUSTED TO MAINTAIN 6" MINIMUM
VERTICAL CLEARANCE (12" PREFERRED) WITH ALL OTHER UTILITIES.
4. SOD ALL AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION,
5. THE CONTRACTOR IS TO COORDINATE ALL WORK WITHIN, BUT NOT LIMITED TO, CITY
OF CLEARWATER RIGHTS-OF-WAY WITH UTILITY COMPANIES IN ORDER TO PREVE~
DAMAGE TO UTILITY LINES AND THE MAKING OF ADJUSTMENTS TO SAME, IF REQUIRED,
6. THE CONTRACTOR SHALL VERIFY LOCATIONS AND DEPTHS OF EXISTING WATER AND
SEWER LINES PRIOR TO BEGINNING CONSTRUCTION,
7, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL ROAD CROSSING
AND/OR UTILITY PERMITS.
8. ADJUSTING MANHOLE TOPS TO MATCH GRADE AND SLOPE OF THE FINISH PAVING
SHALL BE INCLUDED IN THE RESPECTIVE CONTRACT UNIT PRICE FOR MANHOLES,
PAYMENT OF WHICH WILL CONSTITUTE FULL COMPENSATION FOR THE CONSTRUCTION
AND COMPLETION OF THE MANHOLE, AND NO ADDITIONAL PAYMENT WILL BE ALLOWED
OR MADE FOR ADJUSTING MANHOLE TOPS,
9. BENDS SHALL BE INSTALLED IN FORCE MAIN AND/OR WATER MAIN TO AVOID
UNFORESEEN CONFLICTS WITH EXISTING OR PROPOSED STRUCTURES.
10. THE JOINT DEFLECTION METHOD SHALL BE USED WHERE PRACTICAL IN LIEU OF
INSTALLING BENDS,
11. UNDERGROUND WATERMAINS AND HYDRANTS MUST BE COMPLETED AND IN-SERVICE
PRIOR TO BUILDING CONSTRUCTION.
12, THE LOCATION OF ALL TEMPORARY BLOWOFF'S AND SAMPLE POINTS MUST MEET
PINELLAS COUNTY'S HEALTH DEPARTMENT REQUIREMENTS,
13, THE CITY OF CLEARWATER, AT THE APPLICANT'S EXPENSE, WILL REMOVE/RELOCATE
ANY/ALL WATER METERS THAT HAVE TO BE RELOCATED AS PART OF THIS DEVELOPMENT
INCLUDING RECLAIMED WATER METERS, (NO METERS SHALL BE LOCATED WITHIN ANY ,
IMPERVIOUS AREAS.)
14, THE CITY OF CLEARWATER WILL PROVIDE WATER MAIN TAP, SET THE WATER METER
AND A B.F.P.D. (BACK FLOW PREVENTOR DEVICE), APPLICANT IS RESPONSIBLE FOR ALL
ASSOCIATED FEES AND ALL OTHER INSTALLATION FEES.
15, ALL SANITARY SEWER LINE EXTENSIONS TO CONFORM TO CITY OF CLEARWATER
STANDARDS.
LEGEND
- - --
PROPOSED
PROPERTY LINE
~EX.\Nt-.A~
EXISTING WATER
MAIN
WM
PROPOSED
WATER MAIN
~EX,FJ:.;r-,.~=
EXISTING SANITARY
SEWER LINE
SAN
PROPOSED
SANITARY SEWER
LINE
PROPOSED STORM
SEWER LINE
~ST~
ALL EXISTING AND PROPOSED
ELEVATIONS ARE REFERENCED
FROM NORTH AMERICAN
VERTICAL DATUM (N.A.V,D,) 1988
@COPYRIGHT2009
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48 HOURS
BEFORE YOU DIG
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1-800-432-4770
58626
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~RECTIONAl DRilLING CONSTRUCTION NOTES
-
-
1. CONTRACTOR TO CONTACT CITY OF CLEARWATER UTILITIES AT LEAST FORTY-EIGHT (48) HOURS BEFORE
EACH OF THE FOLLOWING ACTIVITIES: A) THE SET UP OF A DRILLING PIT, B) THE START OF DRILLING
OPERATION, C) THE INSTALLATION OF SERVICE PIPE. UPON COMPLETION OF THE PILOT HOLE PHASE OF
THE OPERATION, A COMPLETE SET OF AS-BUILT RECORDS SHALL BE SUBMITTED IN DUPLICATE TO THE
ENGINEER. THESE RECORDS SHALL INCLUDE COPIES OF THE PLAN AND PROFILE DRAWING, AS WELL AS
DIRECTIONAL READINGS RECORDED DURING THE DRILLING OPERATION.
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....,...,........
...,............,
2. THE DRAWINGS SHOW EXISTING UTILITIES THAT ARE BELIEVED TO BE NEAR THE DIRECTIONAL DRILL
ALIGNMENT. THERE IS NO GUARANTEE THAT THESE UTILITIES ARE LOCATED AS SHOWN OR THAT OTHER
UTILITIES MAY NOT BE PRESENT, THE CONTRACTOR IS TO FIELD LOCATE EXISTING UTILITIES IN ADVANCE
OF THE WORK SO AS NOT TO DELAY WORK AND AVOID CONFLICT OR DISRUPTION OF UTILITY SERVICES.
3, THE CONTRACTOR SHALL PROVIDE MAINTENANCE OF TRAFFIC PLANS, IN ACCORDANCE WITH APPROVED
TRAFFIC AND SAFETY REQUIREMENTS, ERECT APPROPRIATE BARRIERS, WARNING LIGHTS, AND SIGNS,
PAINTED WITH APPROVED COLORS, WARNINGS, AND GRAPHICS TO ENSURE ADEQUATE WARNING TO
MOTORIST AND THE PUBLIC.
4, ALL HDPE AND PVC PIPE INSTALLED SHALL BE LAID WITH TWO INSULATED 10 GAUGE SOLID STRAND
COPPER WIRE FOR LOCATION PURPOSES.
5, ALL PERSONNEL SHALL BE FULLY TRAINED IN THEIR RESPECTIVE DUTIES AS PART OF THE DIRECTIONAL
DRILLING CREW AND IN SAFETY, EACH PERSON MUST HAVE AT LEAST TWO YEARS DIRECTIONAL DRILLING
EXPERIENCE. A COMPETENT AND EXPERIENCED SUPERVISOR REPRESENTING THE CONTRACTOR AND
DRILLING SUBCONTRACTOR SHALL BE PRESENT AT ALL TIMES DURING THE ACTUAL DRILLING OPERATIONS,
A RESPONSIBLE REPRESENTATIVE WHO IS THOROUGHLY FAMILIAR WITH THE EQUIPMENT AND TYPE WORK
TO BE PERFORMED, MUST BE IN DIRECT CHARGE AND CONTROL OF THE OPERATION AT ALL TIMES, IN ALL
CASES THE SUPERVISOR MUST BE CONTINUALLY PRESENT AT THE JOB SITE DURING THE ACTUAL
DIRECTIONAL BORE OPERATION. THE CONTRACTOR AND SUBCONTRACTOR SHALL HAVE A SUFFICIENT
NUMBER OF COMPETENT WORKERS ON THE JOB AT ALL TIMES TO INSURE THE DIRECTIONAL BORE IS MADE
IN A TIMELY AND SATISFACTORY MANNER, PERSONNEL WHO ARE UNQUALIFIED, INCOMPETENT OR
OTHERWISE NOT SUITABLE FOR THE PERFORMANCE OF THIS PROJECT SHALL BE REMOVED FROM THE
JOBSITE AND REPLACED WITH A SUITABLE PERSON,
...,.......,......,.......
6. WORK SITE AS INDICATED ON DRAWINGS, WITHIN RIGHT-OF-WAY, SHALL BE GRADED OR FILLED TO
PROVIDE A LEVEL WORKING AREA. NO ALTERATIONS BEYOND WHAT IS REQUIRED FOR OPERATIONS ARE
TO BE MADE. CONTRACTOR SHALL CONFINE ALL ACTIVITIES TO DESIGNATED WORK AREAS,
7. ENTIRE DRILL PATH SHALL BE ACCURATELY SURVEYED WITH ENTRY AND EXIT STAKES PLACED IN THE
APPROPRIATE LOCATIONS WITHIN THE AREAS INDICATED ON DRAWINGS, IF CONTRACTOR IS USING A
MAGNETIC GUIDANCE SYSTEM, DRILL PATH WILL BE SURVEYED FOR ANY SURFACE GEO-MAGNETIC
VARIATIONS OR ANOMALIES.
EXISTING UTILITIES SUCH AS PROGRESS ENERGY UNDERGROUND POWER CABLES, CLEARWATER GAS SYSTEM GAS
MAIN, VERIZON COMMUNICATION CABLES, CITY OF CLEARWATER WATER MAIN AND RECLAIMED WATER MAIN AND ARE
BELIEVED TO BE WITHIN THE 5' UTILITY EASEMENT AND NEAR THE DIRECTIONAL DRILL ALIGNMENT. THERE IS NO
GUARANTEE THAT THESE UTILITIES ARE LOCATED AS SHOWN OR THAT OTHER UTILITIES MAY NOT BE PRESENT, THE
CONTRACTOR IS TO FIELD LOCATE EXISTING UTILITIES IN ADVANCE OF THE WORK SO AS NOT TO DELAY WORK AND
AVOID CONFLICT OR DISRUPTION OF UTILITY SERVICES.
8. CONTRACTOR SHALL PLACE SILT FENCE BETWEEN ALL DRILLING OPERATIONS AND ANY DRAINAGE,
WETLAND, WATERWAY OR OTHER AREA DESIGNATED FOR SUCH PROTECTION BY CONTRACT DOCUMENTS,
STATE, FEDERAL AND LOCAL REGULATIONS. ADDITIONAL ENVIRONMENTAL PROTECTION NECESSARY TO
CONTAIN ANY HYDRAULIC OR DRILLING FLUID SPILLS SHALL BE PUT IN PLACE, INCLUDING BERMS, LINERS,
TURBIDITY CURTAINS AND OTHER MEASURES, CONTRACTOR SHALL ADHERE TO ALL APPLICABLE
ENVIRONMENTAL REGULATIONS. FUEL OR OIL MAY NOT BE STORED IN BULK CONTAINERS WITHIN TWO
HUNDRED (200) FEET OF ANY WATER-BODY OR WETLAND.
9, CONTRACTOR SHALL ADHERE TO ALL APPLICABLE STATE, FEDERAL AND LOCAL SAFETY REGULATIONS
AND ALL OPERATIONS SHALL BE CONDUCTED IN A SAFE MANNER. SAFETY MEETINGS SHALL BE
CONDUCTED AT LEAST WEEKLY WITH A WRITTEN RECORD OF ATTENDANCE AND TOPIC SUBMITTED TO
ENGINEER.
......................
10, PIPE SHALL BE WELDEDIFUSED TOGETHER IN ONE LENGTH, IF SPACE PERMITS. PIPE WILL BE PLACED
ON PIPE ROLLERS BEFORE PULLING INTO BORE HOLE WITH ROLLERS SPACED CLOSE ENOUGH TO
PREVENT EXCESSIVE SAGGING OF PIPE.
11. PILOT HOLE SHALL BE DRILLED ON BORE PATH WITH NO DEVIATIONS GREATER THAN FIVE PERCENT OF
DEPTH OVER A LENGTH OF ONE HUNDRED (100) FEET, IN THE EVENT THAT PILOT DOES DEVIATE FROM
BORE PATH MORE THAN FIVE PERCENT OF DEPTH IN ONE HUNDRED (100) FEET, CONTRACTOR SHALL
NOTIFY ENGINEER AND ENGINEER MAY REQUIRE CONTRACTOR TO PULL-BACK AND RE-DRILL FROM THE
LOCATION ALONG BORE PATH BEFORE THE DEVIATION,
12. IN THE EVENT THAT A DRILLING FLUID FRACTURE, INADVERTENT RETURNS OR RETURNS LOSS OCCURS
DURING PILOT HOLE DRILLING OPERATIONS, CONTRACTOR SHALL CEASE OPERATIONS AND SHALL
DISCUSS CORRECTIVE OPTIONS WITH THE ENGINEER, WORK SHALL THEN PROCEED ACCORDINGLY,
13. UPON APPROVAL OF THE PILOT HOLE LOCATION BY THE ENGINEER, THE HOLE ENLARGENING OR BACK
REAMING PHASE OF THE INSTALLATION SHALL BEGIN, THE BOREHOLE DIAMETER SHALL BE INCREASED TO
ACCOMMODATE THE PULL-BACK OPERATION OF THE REQUIRED SIZE OF PE PIPE. THE TYPE OF BACK
REAMER TO BE UTILIZED IN THIS PHASE SHALL BE DETERMINED BY THE TYPES OF SUBSURFACE SOIL
CONDITIONS THAT HAVE BEEN ENCOUNTERED DURING THE PILOT HOLE DRILLING OPERATION. THE
REAMER TYPE SHALL BE AT THE CONTRACTOR'S DISCRETION WITH THE FINAL HOLE DIAMETER BEING A
MAXIMUM OF TWENTY (20) PERCENT LARGER THAN THE OUTSIDE DIAMETER OF THE PRODUCT PIPE BEING
INSTALLED IN THE BOREHOLE.
,....,......,..........
14. THE OPEN BOREHOLE MAY BE STABILIZED BY MEANS OF BENTONITE DRILLING SLURRY PUMPED
THROUGH THE INSIDE DIAMETER OF THE DRILL PIPE AND THROUGH OPENINGS IN THE REAMER. THE
SLURRY WILL ALSO SERVE AS AN AGENT TO CARRY THE LOOSE CUTTINGS TO THE SURFACE THROUGH THE
ANNULUS OF THE BOREHOLE, THESE CUTTINGS AND BENTONITE SLURRY ARE TO BE CONTAINED AT THE
EXIT HOLE OR ENTRY SIDE OF THE DIRECTIONAL BORE IN PITS OR HOLDING TANKS. THE SLURRY MAY BE
RECYCLED AT THIS TIME FOR REUSE IN THE HOLE OPENING OPERATION OR IT SHALL BE HAULED BY THE
CONTRACTOR TO AN APPROVED DUMP SITE AND PROPERLY DISPOSED, A COMPLETE LIST OF ALL DRILLING
FLUID ADDITIVES AND MIXTURES TO BE USED IN THE DIRECTIONAL OPERATION WILL BE SUBMITTED TO THE
ENGINEER ALONG WITH THEIR RESPECTIVE MATERIAL SAFETY DATA SHEETS,
15, IN THE EVENT THAT PIPE BECOMES STUCK, CONTRACTOR SHALL NOTIFY ENGINEER, ENGINEER,
OWNER, ANDIOR THE MAINTAINING AGENCY SHALL DISCUSS OPTIONS AND THEN WORK WILL PROCEED
ACCORDINGLY.
16. THE MAXIMUM PULL (AXIAL TENSION FORCE) EXERTED ON THE PIPELINE SHALL BE MEASURED
CONTINUOUSLY AND LIMITED TO THE MAXIMUM ALLOWED BY THE PIPE MANUFACTURER WITH AN
APPROPRIATE FACTOR OF SAFETY (Oi!: 2.0) SO THAT THE PIPE OR JOINTS ARE NOT OVERSTRESSED.
17. THE CONTRACTOR SHALL CEASE PULL-BACK OPERATIONS IF THE PIPE IS DAMAGED AND SHALL REMOVE
THE PRODUCT PIPE FROM THE BORE AND REPAIR THE PIPE USING THE MANUFACTURER'S RECOMMENDED
PROCEDURE OR REPLACE THE DAMAGED PIPE BEFORE RESUMING INSTALLATION.
18, DAMAGE TO THE PRODUCT PIPE RESULTING FROM MANUFACTURER DEFECTS, INSTALLATION, CONTACT
GROUTING, OR GROUTING OF THE ANNULUS IS THE RESPONSIBILITY OF THE CONTRACTOR, INCLUDING
COSTS FOR REPLACEMENT AND LABOR AND MATERIALS.
19. EXCESS PIPE SHALL BE REMOVED AND THE BORE HOLE ASSOCIATED WITH THIS EXCESS PIPE SHALL BE
FILLED WITH FLOWABLE FILL OR GROUT, UNLESS THE AREA OF THE EXCESS PIPE IS EXCAVATED AND
BACKFILLED AS PART OF THE TIE-IN OPERATIONS,
20, TO CONFIRM NO DAMAGE TO THE PIPE, UPON COMPLETION OF PULL-BACK AND GROUTING, THE
CONTRACTOR SHALL PERFORM THE FOLLOWING TEST ON THE COMPLETED PIPELINE: A SPHERE OR PIG,
ONE INCH LESS IN DIAMETER THAN THE INTERNAL DIAMETER OF THE PRODUCT PIPE, WHICH IS CAPABLE
OF ALLOWING WATER TO PASS THROUGH IT, COMPLETE WITH A PULLING CABLE ON EITHER SIDE OF
SPHERE OR PIG, SHALL BE PULLED THROUGH THE ENTIRE LENGTH OF THE PIPELINE, IF THE PIG OR
SPHERE CANNOT PASS THROUGH THE PIPE, IT SHALL BE CONSIDERED COLLAPSED AND DAMAGED.
21, AFTER THE PRODUCT PIPE IS COMPLETELY PULLED THROUGH THE BOREHOLE, A SUFFICIENT
RELAXATION PERIOD, IF RECOMMENDED BY THE PIPE MANUFACTURER, SHALL BE PROVIDED BEFORE THE
FINAL PIPE TIE-IN,
22. THE CONTRACTOR SHALL CONDUCT A FINAL HYDROSTATIC TEST OF THE INSTALLED PIPE.
CONTRACTOR SHALL TEST PIPE TO A PRESSURE OF 150 PSI FOR TWO HOURS. THE CONTRACTOR WILL
REPAIR ANY DEFECTS DISCOVERED DURING THIS TEST, AND REPEAT UNTIL THE PIPE PASSES THE TEST,
23, FOLLOWING DRILLING OPERATIONS, CONTRACTOR WILL DEMOBILIZE EQUIPMENT AND RESTORE THE
WORK-SITE TO ORIGINAL CONDITION, ANY NOTICEABLE SURFACE DEFECTS DUE TO THE DRILLING
OPERATION SHALL BE REPAIRED BY CONTRACTOR,
24, CONTRACTOR SHALL MAINTAIN A DAILY PROJECT LOG OF DRILLING OPERATIONS AND A GUIDANCE
SYSTEM LOG WITH A COPY GIVEN TO ENGINEER AT COMPLETION OF BORING, AS-BUILT DRAWINGS SHALL
BE CERTIFIED AS TO ACCURACY BY CONTRACTOR.
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1, PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE
(10 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR
AND SHALL BE BURIED D/RECTL Y ABOVE THE CENTERLINE OF THE PfPE.
2. LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX AND
AIR RELEASE VALVE AND BE CAPABLE OF EXTENDING 12" ABOVE TOP OF
BOX IN SUCH A MANNER SO AS NOT TO INTERFERE W/TH VAL VE OPERA TlON.
3, USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTL Y ON THE TOP OF
THE PIPE.
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ALL EXISTING AND PROPOSED
ELEVATIONS ARE REFERENCED
FROM NORTH AMERICAN
VERTICAL DATUM (N.A.V.D.) 1988
48 HOURS
BEFORE YOU DIG
"CALL SUNSHINE"
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CONTRACTOR TO USE DIRECTIONAL DRILLING TO INSTALL
965 LF - 2" HDPE DR 11 (HEAVY DUTY) SANITARY FORCE
MAIN TO EXISTING SANITARY SEWER MANHOLE LOCATED
AT MAIN ACCESS GATE. INVERT ELEVATION AT EXISTING
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DIRECTIONAL DRilLING CONSTRUCTION NOTES
1. CONTRACTOR TO CONTACT CITY OF CLEARWATER UTILITIES AT LEAST FORTY-EIGHT (48) HOURS BEFORE
EACH OF THE FOLLOWING ACTIVITIES: A) THE SET UP OF A DRILLING PIT, B) THE START OF DRILLING
OPERATION, C) THE INSTALLATION OF SERVICE PIPE. UPON COMPLETION OF THE PILOT HOLE PHASE OF
THE OPERATION, A COMPLETE SET OF AS-BUILT RECORDS SHALL BE SUBMITTED IN DUPLICATE TO THE
ENGINEER. THESE RECORDS SHALL INCLUDE COPIES OF THE PLAN AND PROFILE DRAWING, AS WELL AS
DIRECTIONAL READINGS RECORDED DURING THE DRILLING OPERATION.
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2. THE DRAWINGS SHOW EXISTING UTILITIES THAT ARE BELIEVED TO BE NEAR THE DIRECTIONAL DRILL
ALIGNMENT. THERE IS NO GUARANTEE THAT THESE UTILITIES ARE LOCATED AS SHOWN OR THAT OTHER
UTILITIES MAY NOT BE PRESENT, THE CONTRACTOR IS TO FIELD LOCATE EXISTING UTILITIES IN ADVANCE
OF THE WORK SO AS NOT TO DELAY WORK AND AVOID CONFLICT OR DISRUPTION OF UTILITY SERVICES,
3. THE CONTRACTOR SHALL PROVIDE MAINTENANCE OF TRAFFIC PLANS, IN ACCORDANCE WITH APPROVED
TRAFFIC AND SAFETY REQUIREMENTS, ERECT APPROPRIATE BARRIERS, WARNING LIGHTS, AND SIGNS,
PAINTED WITH APPROVED COLORS, WARNINGS, AND GRAPHICS TO ENSURE ADEQUATE WARNING TO
MOTORIST AND THE PUBLIC,
4, ALL HDPE AND PVC PIPE INSTALLED SHALL BE LAID WITH TWO INSULATED 10 GAUGE SOLID STRAND
COPPER WIRE FOR LOCATION PURPOSES.
5. ALL PERSONNEL SHALL BE FULLY TRAINED IN THEIR RESPECTIVE DUTIES AS PART OF THE DIRECTIONAL
DRILLING CREW AND IN SAFETY. EACH PERSON MUST HAVE AT LEAST TWO YEARS DIRECTIONAL DRILLING
EXPERIENCE. A COMPETENT AND EXPERIENCED SUPERVISOR REPRESENTING THE CONTRACTOR AND
DRILLING SUBCONTRACTOR SHALL BE PRESENT AT ALL TIMES DURING THE ACTUAL DRILLING OPERATIONS,
A RESPONSIBLE REPRESENTATIVE WHO IS THOROUGHLY FAMILIAR WITH THE EQUIPMENT AND TYPE WORK
TO BE PERFORMED, MUST BE IN DIRECT CHARGE AND CONTROL OF THE OPERATION AT ALL TIMES. IN ALL
CASES THE SUPERVISOR MUST BE CONTINUALLY PRESENT AT THE JOB SITE DURING THE ACTUAL
DIRECTIONAL BORE OPERATION. THE CONTRACTOR AND SUBCONTRACTOR SHALL HAVE A SUFFICIENT
NUMBER OF COMPETENT WORKERS ON THE JOB AT ALL TIMES TO INSURE THE DIRECTIONAL BORE IS MADE
IN A TIMELY AND SATISFACTORY MANNER, PERSONNEL WHO ARE UNQUALIFIED, INCOMPETENT OR
OTHERWISE NOT SUITABLE FOR THE PERFORMANCE OF THIS PROJECT SHALL BE REMOVED FROM THE
JOBSITE AND REPLACED WITH A SUITABLE PERSON,
...........,..
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6. WORK SITE AS INDICATED ON DRAWINGS, WITHIN RIGHT-OF-WAY, SHALL BE GRADED OR FILLED TO
PROVIDE A LEVEL WORKING AREA, NO ALTERATIONS BEYOND WHAT IS REQUIRED FOR OPERATIONS ARE
TO BE MADE. CONTRACTOR SHALL CONFINE ALL ACTIVITIES TO DESIGNATED WORK AREAS,
EXISTING UTILITIES SUCH AS PROGRESS ENERGY UNDERGROUND POWER CABLES, CLEARWATER GAS SYSTEM GAS
MAIN, VERIZON COMMUNICATION CABLES, CITY OF CLEARWATER WATER MAIN AND RECLAIMED WATER MAIN AND ARE
BELIEVED TO BE WITHIN THE 5' UTILITY EASEMENT AND NEAR THE DIRECTIONAL DRILL ALIGNMENT, THERE IS NO
GUARANTEE THAT THESE UTILITIES ARE LOCATED AS SHOWN OR THAT OTHER UTILITIES MAY NOT BE PRESENT, THE
CONTRACTOR IS TO FIELD LOCATE EXISTING UTILITIES IN ADVANCE OF THE WORK SO AS NOT TO DELAY WORK AND
AVOID CONFLICT OR DISRUPTION OF UTILITY SERVICES.
7. ENTIRE DRILL PATH SHALL BE ACCURATELY SURVEYED WITH ENTRY AND EXIT STAKES PLACED IN THE
APPROPRIATE LOCATIONS WITHIN THE AREAS INDICATED ON DRAWINGS, IF CONTRACTOR IS USING A
MAGNETIC GUIDANCE SYSTEM, DRILL PATH WILL BE SURVEYED FOR ANY SURFACE GEO-MAGNETIC
VARIATIONS OR ANOMALIES,
8, CONTRACTOR SHALL PLACE SILT FENCE BETWEEN ALL DRILLING OPERATIONS AND ANY DRAINAGE,
WETLAND, WATERWAY OR OTHER AREA DESIGNATED FOR SUCH PROTECTION BY CONTRACT DOCUMENTS,
STATE, FEDERAL AND LOCAL REGULATIONS, ADDITIONAL ENVIRONMENTAL PROTECTION NECESSARY TO
CONTAIN ANY HYDRAULIC OR DRILLING FLUID SPILLS SHALL BE PUT IN PLACE, INCLUDING BERMS, LINERS,
TURBIDITY CURTAINS AND OTHER MEASURES. CONTRACTOR SHALL ADHERE TO ALL APPLICABLE
ENVIRONMENTAL REGULATIONS, FUEL OR OIL MAY NOT BE STORED IN BULK CONTAINERS WITHIN TWO
HUNDRED (200) FEET OF ANY WATER-BODY OR WETLAND.
9, CONTRACTOR SHALL ADHERE TO ALL APPLICABLE STATE, FEDERAL AND LOCAL SAFETY REGULATIONS
AND ALL OPERATIONS SHALL BE CONDUCTED IN A SAFE MANNER. SAFETY MEETINGS SHALL BE
CONDUCTED AT LEAST WEEKLY WITH A WRITTEN RECORD OF ATTENDANCE AND TOPIC SUBMITTED TO
ENGINEER,
.........,...,......,.
10. PIPE SHALL BE WELDEDIFUSED TOGETHER IN ONE LENGTH, IF SPACE PERMITS. PIPE WILL BE PLACED
ON PIPE ROLLERS BEFORE PULLING INTO BORE HOLE WITH ROLLERS SPACED CLOSE ENOUGH TO
PREVENT EXCESSIVE SAGGING OF PIPE,
11. PILOT HOLE SHALL BE DRILLED ON BORE PATH WITH NO DEVIATIONS GREATER THAN FIVE PERCENT OF
DEPTH OVER A LENGTH OF ONE HUNDRED (100) FEET, IN THE EVENT THAT PILOT DOES DEVIATE FROM
BORE PATH MORE THAN FIVE PERCENT OF DEPTH IN ONE HUNDRED (100) FEET, CONTRACTOR SHALL
NOTIFY ENGINEER AND ENGINEER MAY REQUIRE CONTRACTOR TO PULL-BACK AND RE-DRILL FROM THE
LOCATION ALONG BORE PATH BEFORE THE DEVIATION.
12. IN THE EVENT THAT A DRILLING FLUID FRACTURE, INADVERTENT RETURNS OR RETURNS LOSS OCCURS
DURING PILOT HOLE DRILLING OPERATIONS, CONTRACTOR SHALL CEASE OPERATIONS AND SHALL
DISCUSS CORRECTIVE OPTIONS WITH THE ENGINEER, WORK SHALL THEN PROCEED ACCORDINGLY.
13. UPON APPROVAL OF THE PILOT HOLE LOCATION BY THE ENGINEER, THE HOLE ENLARGENING OR BACK
REAMING PHASE OF THE INSTALLATION SHALL BEGIN. THE BOREHOLE DIAMETER SHALL BE INCREASED TO
ACCOMMODATE THE PULL-BACK OPERATION OF THE REQUIRED SIZE OF PE PIPE, THE TYPE OF BACK
REAMER TO BE UTILIZED IN THIS PHASE SHALL BE DETERMINED BY THE TYPES OF SUBSURFACE SOIL
CONDITIONS THAT HAVE BEEN ENCOUNTERED DURING THE PILOT HOLE DRILLING OPERATION. THE
REAMER TYPE SHALL BE AT THE CONTRACTOR'S DISCRETION WITH THE FINAL HOLE DIAMETER BEING A
MAXIMUM OF TWENTY (20) PERCENT LARGER THAN THE OUTSIDE DIAMETER OF THE PRODUCT PIPE BEING
INSTALLED IN THE BOREHOLE.
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CONTRACTOR TO USE DIRECTIONAL DRILLING TO INSTALL
965 LF - 2" HDPE DR 11 (HEAVY DUTY) SANITARY FORCE
MAIN TO EXISTING SANITARY SEWER MANHOLE LOCATED
AT MAIN ACCESS GATE, INVERT ELEVATION AT EXISTING
SANITARY SEWER MANHOLE = -0,50 FT,
14. THE OPEN BOREHOLE MAY BE STABILIZED BY MEANS OF BENTONITE DRILLING SLURRY PUMPED
THROUGH THE INSIDE DIAMETER OF THE DRILL PIPE AND THROUGH OPENINGS IN THE REAMER. THE
SLURRY WILL ALSO SERVE AS AN AGENT TO CARRY THE LOOSE CUTTINGS TO THE SURFACE THROUGH THE
ANNULUS OF THE BOREHOLE. THESE CUTTINGS AND BENTONITE SLURRY ARE TO BE CONTAINED AT THE
EXIT HOLE OR ENTRY SIDE OF THE DIRECTIONAL BORE IN PITS OR HOLDING TANKS. THE SLURRY MAY BE
RECYCLED AT THIS TIME FOR REUSE IN THE HOLE OPENING OPERATION OR IT SHALL BE HAULED BY THE
CONTRACTOR TO AN APPROVED DUMP SITE AND PROPERLY DISPOSED, A COMPLETE LIST OF ALL DRILLING
FLUID ADDITIVES AND MIXTURES TO BE USED IN THE DIRECTIONAL OPERATION WILL BE SUBMITTED TO THE
ENGINEER ALONG WITH THEIR RESPECTIVE MATERIAL SAFETY DATA SHEETS.
15, IN THE EVENT THAT PIPE BECOMES STUCK, CONTRACTOR SHALL NOTIFY ENGINEER. ENGINEER,
OWNER, ANDIOR THE MAINTAINING AGENCY SHALL DISCUSS OPTIONS AND THEN WORK WILL PROCEED
ACCORDINGLY.
16. THE MAXIMUM PULL (AXIAL TENSION FORCE) EXERTED ON THE PIPELINE SHALL BE MEASURED
CONTINUOUSLY AND LIMITED TO THE MAXIMUM ALLOWED BY THE PIPE MANUFACTURER WITH AN
APPROPRIATE FACTOR OF SAFETY (~2.0) SO THAT THE PIPE OR JOINTS ARE NOT OVERSTRESSED.
17. THE CONTRACTOR SHALL CEASE PULL-BACK OPERATIONS IF THE PIPE IS DAMAGED AND SHALL REMOVE
THE PRODUCT PIPE FROM THE BORE AND REPAIR THE PIPE USING THE MANUFACTURER'S RECOMMENDED
PROCEDURE OR REPLACE THE DAMAGED PIPE BEFORE RESUMING INSTALLATION.
18. DAMAGE TO THE PRODUCT PIPE RESULTING FROM MANUFACTURER DEFECTS, INSTALLATION, CONTACT
GROUTING, OR GROUTING OF THE ANNULUS IS THE RESPONSIBILITY OF THE CONTRACTOR, INCLUDING
COSTS FOR REPLACEMENT AND LABOR AND MATERIALS.
19. EXCESS PIPE SHALL BE REMOVED AND THE BORE HOLE ASSOCIATED WITH THIS EXCESS PIPE SHALL BE
FILLED WITH FLOWABLE FILL OR GROUT, UNLESS THE AREA OF THE EXCESS PIPE IS EXCAVATED AND
BACKFILLED AS PART OF THE TIE-IN OPERATIONS.
20, TO CONFIRM NO DAMAGE TO THE PIPE, UPON COMPLETION OF PULL-BACK AND GROUTING, THE
CONTRACTOR SHALL PERFORM THE FOLLOWING TEST ON THE COMPLETED PIPELINE: A SPHERE OR PIG,
ONE INCH LESS IN DIAMETER THAN THE INTERNAL DIAMETER OF THE PRODUCT PIPE, WHICH IS CAPABLE
OF ALLOWING WATER TO PASS THROUGH IT, COMPLETE WITH A PULLING CABLE ON EITHER SIDE OF
SPHERE OR PIG, SHALL BE PULLED THROUGH THE ENTIRE LENGTH OF THE PIPELINE. IF THE PIG OR
SPHERE CANNOT PASS THROUGH THE PIPE, IT SHALL BE CONSIDERED COLLAPSED AND DAMAGED.
21. AFTER THE PRODUCT PIPE IS COMPLETELY PULLED THROUGH THE BOREHOLE, A SUFFICIENT
RELAXATION PERIOD, IF RECOMMENDED BY THE PIPE MANUFACTURER, SHALL BE PROVIDED BEFORE THE
FINAL PIPE TIE-IN.
22, THE CONTRACTOR SHALL CONDUCT A FINAL HYDROSTATIC TEST OF THE INSTALLED PIPE,
CONTRACTOR SHALL TEST PIPE TO A PRESSURE OF 150 PSI FOR TWO HOURS. THE CONTRACTOR WILL
REPAIR ANY DEFECTS DISCOVERED DURING THIS TEST, AND REPEAT UNTIL THE PIPE PASSES THE TEST.
23. FOLLOWING DRILLING OPERATIONS, CONTRACTOR WILL DEMOBILIZE EQUIPMENT AND RESTORE THE
WORK-SITE TO ORIGINAL CONDITION. ANY NOTICEABLE SURFACE DEFECTS DUE TO THE DRILLING
OPERATION SHALL BE REPAIRED BY CONTRACTOR.
24. CONTRACTOR SHALL MAINTAIN A DAILY PROJECT LOG OF DRILLING OPERATIONS AND A GUIDANCE
SYSTEM LOG WITH A COPY GIVEN TO ENGINEER AT COMPLETION OF BORING, AS-BUILT DRAWINGS SHALL
BE CERTIFIED AS TO ACCURACY BY CONTRACTOR.
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METALLIC LOCATING WIRE
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/ _ PULLING HEAD AND SHALL EXTEND
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PIPE LOCATING WIRE DETAIL
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PLAN VIEW
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MINIMUM THICKNESS
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AIR RELEASE VALVE DETAIL
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APPROXIMATE LOCATION OF EXISTING SANITARY SEWER
MANHOLE. PROPOSED 2" HDPE DR 11 (HEAVY DUTY)
SANITARY FORCE MAIN INVERT ELEVATION = -0,50 FT,
CONTRACTOR TO VERIFY WITH CITY OF CLEARWATER FOR
EXACT SIZE AND LOCATION PRIOR TO START OF
CONSTRUCTION,
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ALL EXISTING AND PROPOSED
ELEVATIONS ARE REFERENCED
FROM NORTH AMERICAN
VERTICAL DATUM (N.A.V.D.) 1988
48 HOURS
BEFORE YOU DIG
"CALL SUNSHINE"
1-800-432-4770
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@COPYRIGHT 2009
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" PIPE SHALL REQUIRE INSULA TED METALLIC LOCA TlNG WIRE
(10 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR
AND SHALL BE BURIED DIRECTL Y ABOVE THE CENTERLINE OF THE PIPE.
2, LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX AND
AIR RELEASE VALVE AND BE CAPABLE OF EXTENDING 12" ABOVE TOP OF
BOX IN SUCH A MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION.
3, USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTL Y ON THE TOP OF
THE PIPE.
THIS DRAWING IS THrP ~J ~E H-'G~'r:~~N~I~G, INC. UNDER NO
CIRCUNSTANCES MAY THIS ' W'B5"REPliOOOCCEI1,PU.Btl~D;.AL TERED OR USED
IN ANY WAY WITHOUT WE: !,OT~a::TI:N F~: ~~~"'~:~NGINEERING, INC.
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COPY OF THIS PLAN IS NOT VAI/lIiUM.I!~ ~""ED;~EALED AND DATED
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PACKAGED
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PUMP
940-3309
FURNISH AND INSTALL A COMPLETE PRE-PACKAGE CUSTOM PUMP & CONTROL
PUMP STATION AS DESCRIBED BELOV
SPECIFICA TIDNS
DESIGN CONDITIONS
MODEL
VHR7 -21
3/4
H.P,
VOLT
230
SINGLE
PHASE
DISCHARGE
20
IMPELLER RECESSED
TDH 25
GPM
25
PUMP
-
SERVICE DISCONNECT~
THE PUMP SHALL BE SUBMERSIBLE TYPE MOTOR,
THE PUMP SHALL BE SUSPENDED IN THE BASIN BY T'WO (2) l' GUIDE RAILS AND QUICK DISCONNECT LIFT OUT MOUNTING
ASSEMBL Y.
MOTOR
THE PUMP MOTOR SHALL BE OF THE SUBMERSIBLE TYPE RATED FOR 3/4 HORSEPO'WER AT 1750 RPM. MOTOR
SHALL BE SINGLE PHASE, 230 VOLT, 60 HERTZ. SINGLE PHASE MOTORS SHALL BE OF THE CAPACITOR START TYPE.
THE STATOR 'WINDING SHALL BE THE OPEN TYPE 'WITH CLASS A INSULATION RATED FOR 105' C MAXIMUM
OPERATING TEMPERATURE, THE 'WINDING HOUSING 'WILL BE FILLED 'WITH CLEAN DIELECTRIC OIL THAT 'WILL
LUBRICATE BEARINGS, SEALS AND TRANSFER HEAT FROM THE 'WINDINGS TO THE OUTER SHELL. THE MOTOR
STATOR IS TO BE PRESSED INTO THE MOTOR HOUSING FOR OPTIMUM CONCENTRICITY AND ALIGNMENT, AND
MAXIMUM HEAT TRANSFER, THE MOTOR SHALL BE CAPABLE OF OPERATING OVER FULL RANGE OF
PERFORMANCE CURVE 'WITHOUT OVERLOADING MOTOR AND CAUSING ANY OBJECTIONAL NOISE DR
VIBRATION.
THE MOTOR SHALL HAVE T'WO BEARINGS TO SUPPORT THE ROTOR) AN UPPER BALL BEARING TO
ACCOMMODATE THRUST LOADS AND A LO'WER BALL BEARING TO TAKE RADIAL LOADS. BALL BEARINGS SHALL
BE DESIGNED FOR A LB-10 LIFE (50,000 HOURS).
A HEAT SENSOR THERMOSTAT AND OVERLOAD SHALL BE ATTACHED TO THE TOP END OF THE MOTOR
'WINDINGS AND SHALL STOP THE MOTOR IF THE MOTOR 'WINDING TEMPERATURE REACHES 200' F. THE HIGH
TEMPERATURE SHUTOFF 'WILL CAUSE THE PUMP TO CEASE OPERATION, SHOULD A CONTROL FAILURE CAUSE
THE PUMP TO RUN IN A DRY 'WET 'WELL, THE THERMOSTAT SHALL RESET AUTOMATICALLY 'WHEN THE MOTOR
COOLS TO A SAFE OPERATING TEMPERATURE,
SEAL CHAMBER
THE MOTOR SHALL BE PROTECTED BY ROTARY SHAFT SEAL.
THE SEAL SHALL HAVE CARBON I CERAMIC I SILICON SEAL FACES
DIAMOND LAPPED TO A TOLERANCE OF ONE LIGHT BAND. METAL PARTS AND SPRINGS FOR SEALS SHALL BE
STAINLESS STEEL, AN ELECTRICAL SENSING PROBE SHALL BE MOUNTED IN THE SEAL CHAMBER TO DETECT
ANY 'WATER LEAKAGE PAST THE LO'WER SEAL.
PUMP IMPELLER
THE PUMP IMPELLER SHALL BE OF THE RECESSED TYPE TO PROVIDE AN OPEN UNOBSTRUCTED PASSAGE
THROUGH THE VOLUTE FOR THE GROUND SOLIDS. THE IMPELLER SHALL BE CONSTRUCTED OF CAST IRON
AND SHALL HAVE PUMP OUT VANES ON THE BACK SIDE OF THE IMPELLER TO KEEP SOLIDS FROM LO'WER SEAL
AND REDUCE PRESSURE AT THE SEAL FACES. IMPELLER SHALL BE THREADED ONTO THE STAINLESS STEEL
SHAFT,
PUMP & MOTOR CASTINGS
ALL IRON CASTING SHALL BE OF HIGH TENSILE CAST IRON AND SHALL BE PROPERLY CLEANED, PRE-TREATED
'WITH CHROMIC RINSE, AND PAINTED 'WITH A HIGH QUALITY ENAMEL PAINT. ALL PUMP COMPONENTS THAT ARE
NOT CAST IRON DR STAINLESS STEEL SHALL BE GAL V ANIZED DR PAINTED 'WITH BAKED-ON EPOXY. ALL
FASTENERS SHALL BE #302 STAINLESS STEEL.
VET VELL
SHALL BE A FILAMENT 'WOUND FIBERGLASS BASIN USING A COMMERCIAL GRADE OF GLASS FIBER HAVING A
COUPLING AGENT 'WHICH 'WILL PROVIDE A SUITABLE BOND BET'WEEN THE GLASS REINFORCEMENT AND THE
RESIN, THE LAMINATE SHALL CONSIST OF AN INNER SURFACE, AN INTERIOR LAYER, AND AN EXTERIOR LAYER
OF LAMINATE BODY, THE INNER SURFACE SHALL BE FREE OF CRACKS AND CRAZING 'WITH A SMOOTH FINISH.
SOME 'WAVINESS IS PERMISSIBLE AS LONG AS THE SURFACE IS SMOOTH AND FREE OF PITS, BET'WEEN 0,010
AND 0,020 INCHES OF RESIN-RICH SURFACE SHALL BE PROVIDED. THE BASIN SHALL BE PROVIDED 'WITH AN
ANTI-FLOATATION RING TO PREVENT RISING,
VALVE BOX
SHALL BE CPC MODEL VB3242 FIBERGLASS VALVE BOX 'WITH U.S. FOUNDRY APS-150 ALUMINUM VALVE BOX
COVER, VAL VE BOX SHALL BE PRE -PLUMBED USING ALL SCHEDULE 80 PVC PIPING AND FITTINGS, AND SHALL
INCLUDE T'WO (2), 2' SCHEDULE 80 PVC BALL CHECK VALVES, AND THREE (3), 2' SCHEDULE 80 PVC
GATE VALVES. (ONE (1) 2' GATE VALVE IS SUPPLIED AS AN EMERGENCY PUMP-OUT), PVC PIPING IN
VAL VE BOX, AND 'WET 'WELL SHALL BE CONNECTED AND HELD IN PLACE BY CPC MODEL 32 RESILIENT MOUNT
SEALING SYSTEM TO COMPENSATE FOR POSSIBLE UNEVEN SETTLING OF BASIN DR VALVE BOX. SYSTEM SHALL
BE PRESSURE TESTED AT 150 P.S.I. PRIOR TO SHIPMENT.
ALUMINUM HATCH COVERS
SHALL BE FABRICATED FROM 1/4' ALUMINUM DIAMOND PLATE AND BUILT TO 'WITHSTAND A LOAD OF 150 LB.
P.S.F. AND SHALL BE MANUFACTURED BY U.S. FOUNDRY, HALLIDAY, DR EQUAL.
STAINLESS STEEL BOLTS, NUTS AND HINGES - LOCKING STAPLE.
FLOATS
SHALL BE ANCHOR SCIENTIFIC S30NO ROTO-FLOATS DR EQUAL.
ACCESSORIES
-- STAINLESS STEEL UPPER GUIDE BRACKETS
-- STAINLESS STEEL GUIDE RAILS
-- STAINLESS STEEL CABLE RACK
-- STAINLESS STEEL LIFT CABLES
ANTI-FLOATATION
CONCRETE IS RECOMMENDED TO PREVENT FLOATATION OF THE FIBERGLASS BASIN. THE FOLLO'WING LISTS
THE CUBIC FEET REQUIRED PER FOOT OF BASIN DEPTH.
BASIN
DIAMETER
24'
30'
36'
48'
60'
CUBIC FEET OF CONCRETE REQUIRED
PER FOOT OF BASIN DEPTH
2.0
3.5
5.0
8.5
12.0
For Complete Technical Assistance Call:
Custom Pump & Controls, Inc.
6034 Jet Port Industrial Blvd.
Tampa FL 33634
TEL: (813) 886-6255
FAX: (813) 886-3508
-il
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CUSTOM
LOCKABLE "DEP" CONTROL PANEL
AND GENERATOR RECEPTICLE TO
BE MOUNTED ON WALL.
SUPPLIER". CONTROL PANEL SHALL
INCLUDE A BATTERY BACK UP
ALARM SYSTEM
.~ CONTROL PANEL
, 230V I 1PH I
60HZ
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CONTROLS,
INC.
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STAINLESS STEEL-
CABLE RACK
4' PVC VENTi~
<INSTALL ODOR
CONTROL DEVICE>
tL-
TOP ELEV, = +6,50 FT
12'
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T'WO (2) 2'~'i
CONDUITS
T'WO (2) 2'
CONDUIT HUBS
INV. ELEV, = +3.00 FT
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138'
HIGH 'WATER ALARM ELEV.= -1.00 FT
LAG PUMP ON ELEV.= -1.50 FT
LEAD PUMP ON ELEV,= -2.00 FT
PUMPS OFF ELEV.= -3.00 FT
BOTTOM ELEV.= -5.00 FT
WET WELL TO BE INSTALLED
ONl 12-INCHES MINIMUM OF
# 57 COARSE AGGREGATE
PUMP PERFORMANCE CURVE
40
36
32
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INSTALL 965 LF - 2" HDPE DR 11 (HEAVY DU1Y)
FORCE MAIN TO EXISTING SANITARY SEWER
MANHOLE LOCATED AT MAIN ACCESS GATE.
INVERT ELEVATION AT EXISTING SANITARY SEWER
MANHOLE = -0.50 FT, CONTRACTOR TO VERIFY
WITH CITY OF CLEARWATER UTILITIES DEPARTMENT
EXACT SIZE AND LOCATION OF SANITARY SEWER
MANHOLE PRIOR TO START OF CONSTRUCTION.
U.S. FOUNDRY
BPS-48 ALUMINUM
HA TCH COVER
'W I 24' x 36' ACCESS
DOOR
~~STAINLESS STEEL
Ii UPPER GUIDE
II BRACKETS
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LIFT CABLES
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24'
CPC MODEL 32
RESILIENT MOUNT
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P- TRAP FIELD
MOUNTED & SUPPLIED BY
CONTRACTOR)
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2' SCHEDULE
80 PVC PIPING
-
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PUMPS MUST BE MOUNTED
ONTO A SLIDE RAIL SYSTEM
TO PREVENT ENTRY INTO WET
WELL "CONFINED" SPACE AS
DEFINED BY OSHA
l' STAINLESS
GUIDE RAILS
~ FIBERGLASS
BASIN
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SRA-200
LIFT -OUT
RAIL SYSTEM
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Concrete Fillet with 1'1 RediD
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Flelal Insto.lleal by Contro.ctor
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CONCRETE = 3,62 CY (14.663 LB)
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54'
WET WELL EQUIPMENT
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NUMBER
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CATALOG NUMBER
G,P.M.
25
WHR7-21 (3/4 HP, 1.750 RPM)
200
U.S, FOUNDRY APS-150
ALUMINUM VALVE BOX COVER
'WI 24' x 34' ACCESS DOOR
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GA TEl BALL VAL VE
~CP MODEL VB3242
FIBERGLASS VALVE BOX
36"
lIE NOTE, CONTRACTOR TO FIELD VERIFY PHASE AND VOLTAGE
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GATEI BALL VALVE
2" SCHEDULE 80 PVC
UNION 1YPE BALL CHECK VALVE
CONCRETE FILLET (IF REQUIRED)
SLOPING TO P- TRAP
FIELD INSTALLED 8Y CONTRACTOR
CONTROL PANEL
INV. ELEV. -0.50 FT
SPECIFICATIONS FOR DUPLEX TYPE CONTROL PANEL
PROVIDE 12" MIN. OF
COMPACTED SUBGRADE 95%
OF AASHTO T-180
EACH PANEL SHALL CONTROL T'WO 3/4 HP. 230
VOL T. 1 PHASE. 60 Hz PUMPS,
A NEUTRAL SHALL BE SUPPLIED TO THE PANEL FOR 120 VOLT CONTROL PO'WER.
PANEL ENCLOSURE
NOTES:
1, ALL UNDERGROUND (BURIED) FITTINGS TO BE MECHANICAL JOINT 1YPE WITH
RESTRAINED JOINTS. RESTRAINING DEVICES SHALL BE MEGLUG OR APPROVED EQUAL.
2. ALL FITTINGS WITHIN WET WELL AND VALVE VAULT TO BE FLANGE END. PIPE
SPOOL PIECES TO HAVE FABRICATED FLANGE ENDS. (NO FLANGE ADAPTER
FITTINGS PERMITTED UNLESS SPECIFICALLY CALLED FOR).
3, ALL PVC PIPE AND FITTINGS TO BE SCHEDULE 80 UNLESS NOTED OTHERWISE,
4, THE PROPOSED FORCE MAIN IN THE RIGHT-OF-WAY SHALL HAVE A MAGNETIC
LOCATING WIRE IN ACCORDANCE WITH CI1Y OF CLEARWATER STANDARDS.
5. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST OF
150 PSI FOR TWO HOURS. ALLOWABLE RATE OF LEAKAGE SHALL MEET FLORIDA
DEPARTMENT OF ENVIRONMENTAL PROTECTION AND CI1Y OF CLEARWATER
STANDARDS.
ENCLOSURE SHALL BE NEMA 4X. FABRICATED FROM FIBERGLASS,
OUTER DOOR SHALL HAVE HINGES AND MEANS FORPADLOCKING,
ALL BOLTS, NUTS, LOCK 'WASHERS, AND MACHINE SCRE'WS SHALL BE STAINLESS STEEL.
THE FOLLO'WING MAJOR COMPONENTS ARE REQUIRED,
D MAIN BREAKER
3) PUMP BREAKERS
4) CONTROL CIRCUIT BREAKER
5) ALTERNATOR
6) HIGH LEVEL FLASHING ALARM LIGHT
7) HIGH LEVEL HORN ALARM 'WITH SILENCE - 'WHEN SILENCE LIGHT STAYS ON
8) NEMA RATED MOTOR STARTERS 'WITH OVERLOAD PROTECTION FOR ALL PO'WER LEGS
9) CAPACITORS AND START-RELAYS AS APPROVED FOR MYERS PUMPS ON SINGLE PHASE SYSTEMS.
TYPICAL SEQUENCE OF OPERATION'
ON RISE LEVEL'
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IF LEAD DOES NOT RECEDE AND CONTINUES TO RISE, THE LAG FLOAT 'WILL CLOSE AND BRING ON THE LAG
PUMP. FURTHER RISING OF LEVEL IN 'WET'WELL 'WILL CLOSE 4TH FLOAT (HIGH LEVEL> AND ACTIVATE THE
HIGH LEVEL ALARM LIGHT AND HORNS,
ON FALLING LEVEL'
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ALL PUMPS 'WILL DE-ENERGIZE AT THE OPENING OF THE LO'WEST (OFF) FLOAT
CONTROL CIRCUITRY 'WILL BE SUCH THAT NO FLOAT 'WILL DEPEND ON ANOTHER FLOAT FOR ITS CONTROL PO'WER,
CONTROL PANEL SCHEMATICS, IN PLASTIC LAMINATE, IS TO BE AFFIXED TO THE INSIDE OF THE OUTER DOOR.
ALL 'WIRING SHALL BE NUMBERED.
IN THE EVENT THE PUMPS BEING FURNISHED REQUIRE SEAL FAILURE COMPONENTS AND INDICATION TO
VALIDATE 'WARRANTY, THESE COMPONENTS SHALL BE FURNISHED AS REQUIRED.
ALL COMPONENT LABELS SHALL BE OF THE LAZER PRINTED MYLAR PLASTIC LABELS.
A 24 HOUR EMERGENCY TELEPHONE CONTACT SHALL BE DISPLAYED BY THE O'WNER,
TOLERANCES
REVISIONS
CUSTOM PUMP & CONTROLS INC,
JACKSONVILLE - TAMPA, FLORIDA
(EXCEPT AS NOTED)
NO.
DATE BY
DECIMAL
SHEET:
:t
PUMP-FIBERGLASS LIFT STATION
2
FRACTIONAL
3
DRA'WN BY CADlInes
CHK'D
3-25-93
DRA'WING NO.
SCALE
N,T.S.
MA TERIAL
+
DATE
ANGULAR
4
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TRACED
C9315 MODIFIED
REVISED 06-14-01
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Iv Ilex vomltOrla pendula
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Coconut Palm
Pygmy Date Palm
Christmas Palm
Montgomery Palm
Triangle Palm
Senegal Date Palm
Sea Grape
European Fan Palm
Chinese Fan Palm
Foxtail Palm
Weeping Youpon Holly
Tree
BUTLER
I nve nto ry by:
DESIGN GROUP,
INC
4203 46TH AVE. N. ST. PETERSBURG, FL. 33714
PH 727-521 -1 684, FAX: 727-527-7422, E-MAIL:BDG10TAMPABAY.RR.COM
DRAWN BY: RON BELKO
ISA CERTIFICATION # FL-5802A
DESIGNED/CHECKED BY: CHUCK BUTLER
ISA CERTIFICATION # FL-1235A
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