FLD2004-01002, TDR2004-01006
FLD2004-01002
15 SOMERSET ST
QUA SUN DEVELOPMENT, LL
PLANNER OF RECORD: WW
ATLAS # 258A
ZONING: MHDR
LAND USE: RH
RECEIVED: 01/29/2004
INCOMPLETE:
COMPLETE:
MAPS:
PHOTOS:
STAFF REPORT:
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CITY OF
CLEARWATER
PLANNING DEPARTMENT
Pml Ol-I'I(T Box 4748, CLEARWATER, FlORIDA 33758-4748
MUNICIPAL SFRVICl:S BUll DING, 100 SOUfI-j MYRILf: AVENUE, CI EARWA'j FR, FlORIDA 33756
TI'LEPIIONE (727) 562-4567 FAX (727) 562.4865
LONG RANGE PIANNI1\G
DEVElOPMENT REVIEW
December 18, 2006
Ms. Swapnah Salunkhe, Project Manager
ROJo Architecture
5701 E. Hillsborough Avenue, Suite 1122
Tampa, Florida 33610
Re: Development Order - Mmor Revision
FLD2004-0 1 002/TDR2004-0 1 006 - 15 Somerset Street - Chateaus on WhIte Sands
Dear Ms. Salunkhe:
On June 15, 2004, the Community Development Board (CDB) approved WIth 11 conditions the above
referenced case, which was a FleXIble Development application for (1) attached dwellings (13
condommIUm units) with reductions to the front setback (north along Somerset Street) from 25 feet to 10
feet (to building and pavement) and from 25 feet to zero feet (to trash staging area), reductIOns to the front
setback (south along CambrIa Street) from 25 feet to 21 feet (to building) and from 25 feet to 19 feet (to
balconies), reductions to the front setback (west along Beach Drive - unimproved) from 25 feet to 19 feet
(to building), from 25 feet to 17 feet (to balconies) and from 25 feet to zero feet (to pool deck), a
reduction to the side setback (west) from 10 feet to eIght feet (to balconies), an increase to the building
height from 30 feet to 61.66 feet (to roof deck) with an additional four feet (from roof deck) for perimeter
parapets and an additIOnal eIght feet (from roof deck) for decorative rooftop trellises, an mcrease to the
heIght of a decorative fence within the front setback along Somerset Street (north) and Beach DrIve (west
- ummproved) from three feet to six feet and to permit a building within the required sight visibihty
trIangles, as a ResidentIal Infill Project, under the provisions of SectIOn 2-404.F, (2) to permit a reduction
to the landscape buffer along Somerset Street (north) from 10 feet to zero feet (to dumpster stagmg area)
and along Beach Drive (west - ummproved) from 10 feet to zero feet (to pool deck) as a ComprehensIve
Landscape Program, under the provisions of Section 3-1202.G, and (3) the Transfer of Development
RIghts for two dwelling units from 674 Bayway Boulevard, under the provisions of Section 4-1403.
A proposal has been submItted to reVIse the approved project WIth the following:
· Increase the height of the parapet from four feet to 5' -8" above the main roof deck. This change
was made to ensure the roof pitch of 8: 12 was correctly constructed and to properly construct
thIS parapet; and .
· Increase the height of the height of the stairwells from 16 feet to 19'-6" above the main roof
deck. ThIS change was made to provide stairwell pressurization per Fire Department
requirements, to provide reqUIred head clearance underneath the pressurIzation shaft and to
mamtam the 8:12 pitch of the roofto keep the design mtent.
AdditIOnally, so the record IS clear, there was a prior request for Minor ReVIsion to extend the open staIr
exit from the second floor to withm a four feet of the Cambria Street property line. This change is due to
the construction of thIS buildmg to the second floor, making changes very difficult if not impossible, the
Ff{.lf\Io, 1IIBI\/II{I), ['vL\lOf(
JOIII\ [)OH.I~, Cell,,\( II III .IIBlf<
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"E(}IJAI EMI'IOY;lll 011 A'll) 1\1 I IR;llA1IVI 1\( 110:\ E\\I'I 0\ I ROO ,
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December 18,2006
Salunkhe - Page 2
need to comply wIth BUIlding Code reqUIrements for proper exitmg from the building and the death of the
ongmal archItect and ROJo Architecture becoming the archItect of record.
In accordance with Section 4-406.A of the Code, the revisions proposed are deemed to be a Minor
ReVlSlon and are APPROVED.
Should you have any questions, feel free to contact Wayne M. Wells, AICP, Planner III, at 727-562-4504.
Smcerely, ~'
7~~~
Michael~ ~
PlannIng Director
Cc: Joe Burdette
S IPlannmg Department\C D BlFLEX (FLD)\Inactlve or Fmished AppilcatlOns\Somerset 15 Chateau on WhIte Sands (MHDR) -
ApprovedlSomerset 15 Mmor RevlSlons Development Order 12 18 06.doc
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CITY OF CLEARWATER
LONG RANGE PLANNING
DEVELOPMENT REVIEW
PlANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTIE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
June 16,2004
Mr. Housh Ghovaee
Northside Engineering Services, Inc.
601 Cleveland Street, #930
Clearwater, FL 33755
RE: Development Order - FLD2004-0I002/TDR2004-0I006, 15-17 Somerset Street and 16
Cambria Street
Dear Mr. Ghovaee:
This letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community
Development Code. On June 15, 2004, the Community Development Board reviewed your
Flexible Development application for (1) attached dwellings (13 condominium units) with
reductions to the front setback (north along Somerset Street) from 25 feet to 10 feet (to building
and pavement) and from 25 feet to zero feet (to trash staging area), reductions to the front setback
(south along Cambria Street) from 25 feet to 21 feet (to building) and from 25 feet to 19 feet (to
balconies), reductions to the front setback (west along Beach Drive - unimproved) from 25 feet
to 19 feet (to building), from 25 feet to 17 feet (to balconies) and from 25 feet to zero feet (to
pool deck), a reduction to the side setback (west) from 10 feet to eight feet (to balconies), an
increase to the building height from 30 feet to 61.66 feet (to roof deck) with an additional four
feet (from roof deck) for perimeter parapets and an additional eight feet (from roof deck) for
decorative rooftop trellises, an increase to the height of a decorative fence within the front
setback along Somerset Street (north) and Beach Drive (west - unimproved) from three feet to six
feet and to permit a building within the required sight visibility triangles, as a Residential Infill
Project, under the provisions of Section 2-404.F, (2) to permit a reduction to the landscape buffer
along Somerset Street (north) from 10 feet to zero feet (to dumpster staging area) and along
Beach Drive (west - unimproved) from 10 feet to zero feet (to pool deck) as a Comprehensive
Landscape Program, under the provisions of Section 3-1202.G, and (3) the Transfer of
Development Rights for two dwelling units from 674 Bayway Boulevard, under the provisions of
Section 4-1403 for the site at 15-17 Somerset Street and 16 Cambria Street. The Community
Development Board (CDB) APPROVED the application with the following bases and
conditions:
BRIAN J AUNGST, MAYOR-COMMISSIONER
Hon HAMILl ON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COM"HS~IO!\ER
FRANK HIll13ARD, COMMISSIONER * Bill JONSON, CO,\I.\lloSI0!\rH
"EQUAL EMPI.OYMENT AND AFFIRMAI IVE ACTION EMPlOYER"
.
~
June 16,2004
Ghovaee - Page Two
Bases for Approval:
1. The proposal complies with the Flexible Development criteria as a Residential Infill Project
per Section 2-404.F.
2. The proposal is in compliance with other standards in the Code including the General
Applicability Criteria per Section 3-913.
3. The development is compatible with the surrounding area and will enhance other
redevelopment efforts.
Conditions of Approval:
1. That the final design and color of the building be consistent with the conceptual elevations
submitted to, or as modified by, the CDB;
2. That the sIte plan be amended prior to the issuance of any permits to only pave the length of
the driveway flair in Somerset Street and that bollards or other barriers acceptable to the City
be installed at the new end of pavement;
3. That the accessible sidewalks from the stairwell to Cambria Street be combined (preferably to
the sidewalk inside the building) and shown on an amended site plan prior to the issuance of
any permits, acceptable to the Fire and Building Departments;
4. That a Unity of Title be recorded in the public records prior to the issuance of any permits;
5. That a special warranty deed, specifying the number of dwelling units being conveyed or sold
from 674 Bayway Boulevard and being transferred to this site, be recorded prior to the
issuance of any permits for this project. The special warranty deed shall also contain a
covenant restricting in perpetuity the use of all platted lots at 674 Bayway Boulevard due to
the transfer of development rights. Any mortgage holder of the sending site (674 Bayway
Boulevard) shall consent to the transfer of development rights prior to the issuance of any
permits;
6. That any future freestanding sign be a monument-style sign a maximum four feet in height
and designed to match the exterior materials and color of the building;
7. That all Fire Department requirements be met prior to the issuance of any permit;
8. That all applicable requirements of Chapter 39 ofthe Building Code be met related to seawall
setbacks;
9. That all proposed utilities (from the right-of-way to the proposed building) be placed
underground. Conduits for the future undergrounding of existing utilities within the abutting
right(s)-of-way shall be installed along the entire site's street frontages prior to the issuance of
a Certificate of Occupancy. The applicant's representative shall coordinate the size and
number of conduits with all affected utility providers (electric, phone, cable, etc.), with the
exact location, size and number of conduits to be approved by the applicant's engineer and
the City's Engineering Department prior to the commencement of work;
10. That all Parks and Recreation fees be paid prior to the issuance of any permits; and
11. That a condominium plat be recorded prior to the issuance of the first Certificate of
Occupancy.
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- ,
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'.
June 16,2004
Ghovaee - Page Three
Pursuant to Section 4-407, an application for a building permit shall be made within one year of
Flexible Development approval (June 15, 2005). All required certificates of occupancy shall be
obtained within one year of the date of issuance of the building permit. Time frames do not
change with successive owners. The Community Development Board may grant an extension of
time for a period not to exceed one year and only within the original period of validity.
The issuance of this Development Order does not relieve you of the necessity to obtain any
building permits or pay any impact fees that may be required. In order to facilitate the issuance
of any permit or license affected by this approval, please bring a copy of this letter wIth you when
applying for any permits or licenses that require this prior development approval.
Addition~l1y, an appeal of a Level Two approval (Flexible Development) may be initiated
pursuant to Section 4-502.B by the applicant or by any person granted party status within 14 days
of the date of this Development Order. The filing of an application/notice of appeal shall stay the
effect of the decision pending the final determination of the case. The appeal period for your
case expires on June 29, 2004 (14 days from the date of this Development Order).
If you have any questions, please do not hesitate to call Wayne M. Wells, Planner III, at 727-562-
4504. You can access zoning information for parcels within the City through our website:
www.clearwater-fl.com. *Make Us Your Favorite!
Cynthia H. Tarapani, AICP
Planning Director
S \Plannlng Department\C D BIFLEX\/nacllve or F,nished App/zcatlOns\Somersetl5 Chateau on While Sands (MHDR) ,ApprovedlSomerset
15 Development Order doc
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KLEIN
& STAUB SURVEYING, INC.
FOR: AN~ANI ABHYANKAR
CLEARWATER, FLORIDA 33765
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LEGAL DESCRIPTION:
A PARCEL OF LAND LYING IN SECTION 5. TOWNSHIP 29 SOUTH. RANGE 15 EAST.
CITY OF CLEARWATER. PINELLAS COUNTY, FLORIDA. BEING FURTHER DECRIBED
AS FOLLOWS:
LOTS 3. 4. 5 AND 14. INCLUSIVE. BLOCK 2 OF REVISED MAP OF CLEARWATER BEACH.
ACCORDING TO THE MAP OR PLAT THEREOF. AS RECORDED IN PLAT BOOK 11. pAGE 5
OF THE PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA.
NOTES:
1. BEARINGS SHOWN HEREON ARE BASED ON THE COASTAL CONSTRUCTION CONTROL LINE
REFERENCE MONUMENTS 15-90-DA-09 AND R040 PNLS97 AS PROVIDED BY PINELLAS
COUNTY FLORIDA, HAVING A BEARING OF SOUTH 02023'19H EAST.
2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988.
3. BENCHMARK - PINELLAS COUNTY BENCHMARK MAP No. 148, BRASS DISK IN CONCRETE
POST. STAMPED F-3. PINELLAS COUNTY ELEVATION = 3.508 (1929 DATUM), LABINS
ELeVATION = 2.72 (1988 DATUM).
4. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE
AD~ITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY.
5. ALL PROPERTY CORNERS ARE SET CAPPED (5/8H) IRON ROD. LB 6928 UNLESS
OT:~ERW I SE NOTED.
6. FLOOD ZONE INFORMATION:
CO:v1MUNITY PANEL No.: 121030 0102 G
FLOOD ZONE: ZONE AE (EL.12) AND VE (EL.13)
REVISED MAP DATE: SEPTEMBER 3. 2003
LEGEND
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PROFESSIONAL SURVEYORS AND MAPPERS
8016 OLD COUNTY ROAD No. 54
NEW PORT RICHEY. FLORIDA 34653
OFFICE: 727-834-8140 FAX: 727-834-8150
LB 6928
TOPOG R..A.PJH[J[C
SlUR. VEY
LAS~E OF ~ELD WORK: MARCH 8. 2004
I . /'. -
- 03/08/04
BRUCE A. KLEIN. PS No. 052
FLORIDA REGISTERLD SURVEYOR
NOT VALID WITHOUT THE SIl>..,ATU"E AND ORIGINAL RAISED SEAL
OF A FLORIDA LICE~5ED ~URVEYOR AND MAPPER
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= DENOTES WOOD POWER PQLE
= DENOTES GUY WIRE & ANCHOR
= FOUND CONCRETE MONUME~T
= FOUND IRON ROD
= FOUND CAPPED IRON ROD
= FOUND IRON PIPE
= FOUND PINCHED IRON PIPE
= RADIUS
= ARC DISTANCE
= CHORD BEARING
= DELTA
= OFFICIAL RECORDS BOOK
= OVERHEAD WIRES
= PAGE
= PLAT BOOK
= PLAT
= MEASURED
= FIELD
= RADIAL
= CALCULATED
= DEED
= FOUND
LOWEST FINISH FLOOR ELEVATION
= WATERMETER
= RECLAIMED WATER
= BACK FLOW PREVENTER
= LIGHT POLE
= IDENTIFICATION
= SET PARKER KALON NAIL & DISK
= FOUND PARKER KALON NAIL & DISK
= LICENSED BUSINESS
= CONCRETE
SCALE:
FIELD BOOK:
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IN CONCRETE SEAWALL
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o 10" DENOTES A PINE lREE - SIZE INDICA1ED
A lREE LABELED "TWIN" IS 2 lRUNKS MEASURED
4' ABOVE THE GROUND FROM 1 MAIN TRUNK.
"TI1IPLE" IS 3 -tRUNKS MEASURED 4' ABUVEtllE
GRUUI~D FIWM 1 MA I N .1 nUI-JK
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SANITARY MANIIOLE
RIM EL.-5.63
INV.EL.-2.12 E
15 SOMERSET S'1.~REET
FORsANJANI ABHYANKAR
CLEARWATER, FLORIDA 33765
BY:
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SANITAHY MAI--lIIOLE
I~IM EL.~4.5l
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LOT 8
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REVISED MAP OF C _EARWAl ER BEACH
PLAr BOOK 11, PAGE 5
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LOT 11
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KLEIN
&: srl~AUB SURVEYING, INC.
PROFESSIONAL SURVEYORS AND MAPPERS
8016 OLD COUNTY ROAD No. 54
NEW PORT RICHEY. FLORIDA 34653
OFFICE: 727-834-8140 FAX: 727-834-8150
LB 6928
50'(P)
LOT 9
BLOCK 2
LOT 10
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LEGAL DESCRIPTION:
A PARCEL OF LAND LYING IN SECTION 5. TOWNSIIIP 29 SOUTII. HM-,JGE 15 FAST.
CITY OF CLEARWATER. PI NELL AS COUN lY. FLOR IDA. UE I NG FUrnHEI{ I>ECr~ I UED
AS FOLLOWS:
LOTS 3. 4. 5 AND 1'1. INCLUSIVE. OLOCK 2 OF REVISED MAP OF CLEMlWATER OEACII,
ACCORD I NG TO THE MAP OR PL AT TIIEnEUI:. AS RECarWED I N PLAT 0001< 11. PAGE 5
OF TilE PUBL I C RECOrmS OF PI NELLAS COUNTY. FLOn lUA.
NorES:
1. BEARINGS SHUWN IlEREON ARE BASED uN TilE COASTAL CONSTRUCTlot-J CONTROL LINE
REFERENCE MONUMENTS 15-90-DA-09 AND R040 PNLS97 AS PROVIDED OY PINELLAS
COUNTY FLORIDA, HAVING A BEARING OF SOUTH 02023'19" EAST.
2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 19BB.
3. BENCHMARK - PINELLAS COUNTY BENC~IMARK MAP No. 148. ORASS DISK IN CONCRETE
POST. STAMPED F-3. PINELLAS COUNTY ELEVATION = 3.500 (1929 DATUM). LABINS
ELEVATION = 2.72 (1988 DATUM).
4. TII I S SURVEY WAS PREPARED W ITHOUl AI~ ABSTRAC-l OF TITLE. lHEnE MAY BE
ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON TillS SurWEY.
5. ALL PROPERTY CORNERS ARE SET CAPPED (5/8") IRON ROD. LO 6928 UNLESS
OTHERWISE NOTED.
6. FLOOD ZONE INFORMATION:
COMMUNITY PANEL No.: 121030 01U2 G
FLOOD ZONE: ZONE AE (LL.12) AND VE (EL..13)
REVISED MAP DAlE: SEPTEMBER 3. 2003
LEGENO
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RIM EL.-4.72
INV.EL.-l.l'1 S
INV,EL.-1.25 W
INV.EL.-1.36 E
INV.EL.-0.92 N
= DENOTES WOOD POWER POLE
== DENm ES CIJY W J RE & ANCHOR
= FUUND CON;RE1E MONUMENT
= FOUND IRON ROD
= FOUND CAPPED InON ROO
== FOUND IRON PIPE
== FOUND PINCIIED IrWN PIPE
== RADIUS
= ARC DISTAHCE
== CIIUn!) BEAR Il-JG
== DELTA
= OFFICIAL RECORDS OOOK
= OVERHEAD WIRES
== PAGE
== PLAT OOOK
== PLAT
== MEASUI~ED
== FIELD
== RADIA:"
== CALCULATED
== DEED
== FOUND
== LOWEST FINISH FLOOR ELEVATION
== WATERMETER
== RECLAIMED WATER
== BACKFLOW PREVENTER
== LIGHT POLE
== IDENTIFICATION
== SET PARKER KALON NAIL & DISK
== FOUND PARKER KALON NAIL & DISK
== LICENSED BUSINESS
== CONCRETE
SC^LE.I
1"-20'
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IN CONCRETE SEAWALL
ST AMPED "R040 PNLS 97"
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q,' ...'" 2' CONC. Gun ER ~.~,.,
UIlAWN BY:
TOPOG R.A.JfD][-3[J[C
SURVEY
LASD~]\.\:,~~.^nCl'_" 200' 03/0'/0'
BnUCE ^, KI.Em, PSC~S2
FLonlOA nEGISTEnEO sunVEYOn
NOT VAllO WI1110111 TilE !;lllllATIU1F. AlIO llAlOIllM "^t~EO S~^l
or A FLORIDA LICENSED SURVEYOR AlIO IlArrER
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PM;ES: . .
18-25
SIIEET !!o. I
1 OF 1
LEGAL DESCRIPTION:
LOTS 3, 4, 5 and 14, INCLUSIVE, BLOCK 2, REVISED MAP OF
CLEARWATER BEACH, ACCORDING
TO THE MAP OR PLAT THEREOF AS RECORDED IN
PLAT BOOK 11, PAGE 5 OF THE PUBLIC
RECORDS OF PINELLAS COUNTY, FLORIDA.
SECTION 5 , TOWNSHIP 29 S, RANGE15
CITY OF CLEARWATER
PINELLAS COUNTY, FLORIDA
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SITE DATA
EXISTING (E) PROPOSED (p) REQUIRED
MHDR MHDR MHDR
ZONING:
RH RH RH
LAND USE:
OVERNIGHT ACCOMODA liONS 13 ATTACHED DWELLINGS ATTACHED DWELLINGS
USAGE: 16 UNI1S
16,784 S.F. 16,784 S.F. 10,000 S.F.
LOT AREA: 0.39 Ac. 0.22 Ac.
0.39 Ac.
41 UNITS PER ACRE 13 UNITS W/TDR 30 UNIT PER ACRE
DENSITY 33 UNITS PER ACRE 11 UNITS MAX
BUILDING COVERAGE: 6,442 S.F. 10,028 S.F. N/A
(S.F. & % OF GROSS SITE) 38% 60%
..
GROSS FLOOR AREA (S.F.): 8,769 S.F. 36,905 S.F. N/A
F.A.R.: 0.52 2.2
BLDG D -------. .---......--
I BUm PAVEMENT
NORTH 7.9' 0' 10/8' BALCONY/O' TO TRASH STAGING AREA 25' FRONT
SETBACKS: EAST 2.6' 0' 10'
_. 1070.2'
SOUTH 0' 21' BLDG.! 6' TO SIDEWALK 10'
-' 53/2.7' 35' /1 ' SIDE
WEST 10' BtDG./8' BAlCONY/a' POOl DECK/&.3' TO ACCESS PAnt
61.66' TO ROOF DECK
BLDG. HEIGHT: 1 AND 2 STORY 8' FROM ROOF DECK TO TOP 30'
OF TRELLIS STRUCTURES
PAVED VEHICULAR USE AREA: 2,690 S.F. 2,437 S.F. N/A
(V.U.A.)
IMPERVIOUS SURFACE RATIO: 14,088 S.F. 12,465 S.F. 15,945 S.F.
(I.S.R.) 0.84 0.74 0.85
OPEN SPACE: 2,696 S.F. 4,319 S.L N/A
(S.F. & % OF GROSS SITE) 16% 26%
PARKING LOT INTERIOR LANDSCAPING: NOT PROVIDED 718 S.F. 10%
(S.F. & % OF V.U.A.) 29%
PARKING: NONE DESIGNATED 26 20
PARKING CALCULATIONS: 13 UNITS X 1.5 SPACES PER UNIT = 19.5 REQUIRED SPACES (ROUND UP TO 20)
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FLOOD ZONE INFORMATION:
THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE
VE (EL.13) PER FLOOD INSURANCE RATE MAP 121 03C-01 02-G
MAP REVISED: SEPTEMBER 3, 2003
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SURVEY INFORMATION PROVIDED BY A SIGNED & SEALED SURVEY BY:
BRUCE KLEIN PLS # 5057
DATED: 03/08/04
LEGEND
EXIST. ELEVATION
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EXIST. CONTOUR
1()
NEW ELEVATION
+ 10.00
NEW CONTOUR
"..". ..-- -10 - -
EXIST. STORM SEWER - d_" -
NEW STORM SEWER -
NEW UNDERDRAIN I ___________ 1
EXIST. SAN. SEWER
NEW SAN. SEWER
"'_1_1_1-
EXIST. WATER SERVICE -- ... - - - - - - -
NEW WATER SERVICE n - - - - - - - -
NEW INLET .
NEW SAN. MANHOLE .
C.O.
r.- 1 -[i]- 1 -
NEW CLEAN-OUT(C.O.)
NEW BUILDING AREA
l~-llllllll'lll.IIIII'lld
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NEW CONCRETE
[ ,
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:' '.:~'~' ~'.::., .
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NEW ASPHALT
TEMP. SILT BARRIER
POINT OF CONNECTION
OF NEW UTILITY TO EXIST.
4
M
B.F.P.D.
F.H.A.
F.D.C.
T.B.O.
T.&V.
METER
BACK FLOW PREVENTION DEVICE
FIRE II YDI\ANT ASSEMBLY
FIRE [)[PNHMENT CONNECTION
TEMPOf~ARY BLOW-OFF
TAP AND VALVE
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SITE PLAN APPROVED
C.A)t # ~~~D4. 0\ C)~ l-
CASE TYPE _~\ ~
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COB DATE \Q ,\.-:! 0
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INDEX OF SliEETS
C1.1 CIVIL SITE DATA
C1.2 CIVIL SITE SPECIFICATIONS
C2.1 DEMOLITION SITE PLAN
C3.1 STAKING SITE PLAN
C4.1 GRADING AND DRAINAGE
SITE PLAN
C5.1 UTILITIES SITE PLAN
C6.1 CIVIL SITE UETAILS
C6.2 CIVIL SITE DETAILS
L 1.1 LANDSCAPE SITE PLAN
L 1.2 LANDSCAPE DETAILS AND
SPECIFICATIONS
IR.1 IRRIGATION SI fE PLAN
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I NES Comm.: 0406 I
I Drawn By: LB. I
I Checked By: H.G. I
I Issue Date: 01/26/04 I
Revisions:
No. Date Description
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TIllS DRA'MNG IS N: INSTRUMENT or SERVICE AND S.w.l REMAIN TIlE PROPERTY OF' TIlE
ENGINEER, AIm Sf V I L NOT BE REPRODUCED, PUBUSIIED OR USED IN Nf( WAY WIlliOur
TIlE CONSENI OF lIIE ENGINEER. ({;)COPmIGHT 2004 NOT pUBt./SHED
9~ (;? b/~AY 12 2004
ARTUUR R. PATAK, P.E.#44894
(;\Jf'IES OF THESE PLANS fIRE NOT VAUD UNLESS
E.MBOSSED WITH THE SIGNING ENGINEER'S SEAL ".
~"'.
S.W.f.W.M.D./ EROSION CONTROL NOTES
1. DURING CONSTRUCTION SEDIMENT IS TO REMAIN ON SITE. THE CONTRACTOR IS
RESPONSIBLE FOR THE INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES
PRIOR TO INITIATING AND DURING ALL PHASES OF LAND CLEARING AND CONSTRUCTION
TO PREVENT SOIL EROSION AND SILTATION.
2. THE RETENTION AREAS SHALL BE ROUGH GRADED PRIOR TO CONSTRUCTION, WITH ALL
STORM WATER DIRECTED TO IT. AFTER COMPLETION OF ALL WORK, REMOVE DEBRIS
AND SILTATION FROM THE BOTTOM OF THE RETENTION BASIN, AND FINE GRADE THE
FINAL SIX (6) INCHES AND SOD. CONTRACTOR TO MAINTAIN THE SIDE SLOPE REQUIRED
AND SHOWN ON PLAN, AND NOTIFY ENGINEER FOR AN INSPECTION PRIOR TO SODDING.
3. THE RETENTION AREAS AND OUTFALL CONTROL STRUCTURES SHALL BE CONSTRUCTED
EARLY IN THE CONSTRUCTION PERIOD TO MITIGATE ANY ADVERSE WATER QUANTITY
IN PARTS OFF SITE.
4. AFTER COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPONSIBLE FOR THE
OPERATION AND MAINTENANCE OF THE STORMWATER FACILITIES. ACTIONS INCLUDED
SHALL BE REGULAR MOWING OF THE BOTTOM AND SIDE SLOPES, PLUS PERIODIC
INSPECTIONS AND REMOVAL OF DEBRIS, TRASH, ETC. THAT MAY BLOCK THE
OPENINGS IN THE CONTROL STRUCTURES.
5. ALL DISTURBED CONDITIONS SHALL BE RESTORED TO NATURAL CONDITIONS OR BETTER.
6. ALL SIDE SLOPES OF RETENTION OR SWALE AREAS SHALL BE STABILIZED BY VEGETATION
OR OTHER MATERIALS TO MINIMIZE EROSION AND PROTECT THE STORMWATER BASIN.
NOTE: REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT
CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL
RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS
40D-4 & 40D-40 FAC. CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER
OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A
OFFENSE.
MAINTENANCE AND OPERATIONS INSPECTIONS FOR STORM WATER DISCHARGE FACILITY
1. ALL SODDED AREAS SHALL BE MOWED AND MAINTAINED PROPERLY.
2. UNDER NO CIRCUMSTANCES SHALL THE RETENTION AREA BE FILLED WITH ANY OTHER
SUBSTANCE THAN STORMWATER.
3. SWALE AREAS SHALL BE KEPT CLEAN AND FREE OF ANY OBSTRUCTIONS.
4. IF DAMAGE TO THE SYSTEM DOES OCCUR, THE SYSTEM SHALL BE RECONSTRUCTED
IN ACCORDANCE WITH THE APPROVED PLAN.
OPERATION & MAINTENANCE OF THE STORMWATER SYSTEM
THE OWNER SHALL PERIODICALLY MONITOR THE STORMWATER SYSTEM (PIPE CONVEYANCE
SYSTEM AND RETENTION POND) FOR SILT AND SEDIMENTATION BUILD UP. THE PIPE
CONVEYANCE SYSTEM SHALL BE FLUSHED, AS DEEMED NECESSARY NO LESS THAN TWICE A
YEAR. ALL MATERIAL SHALL BE COLLECTED DOWNSTREAM AND REMOVED. THE RETENTION
POND SHALL BE KEPT MOWED AND THE BOTTOM FREE OF DEBRIS. IF WATER STANDS IN
THE POND MORE THAN 48 HOURS THE OWNER SHALL RAKE AND/OR SCARIFY THE POND
BOTTOM, AS DEEMED NECESSARY AND NO LESS THAN TWICE A YEAR TO RESTORE THE
PERCOLATION CHARACTERISTICS OF THE POND. THE OWNER WILL BE RESPONSIBLE TO MAKE
SURE THAT TO THE BEST OF HIS ABILITY NOTHING ENTERS THE SYSTEM BESIDES
STORMWATER THAT COULD DETERIORATE THE FUNCTIONING CAPABILITIES OF THE SYSTEM, I.E.
GASOLINE, OIL, GREASE, CHEMICALS, ETC.
THE POND UNDERDRAIN SYSTEM SHALL BE INSPECTED ANNUALLY AND RETROFITTED AND
FLUSHED SEMI-ANNUALLY. CLOGGED OR SPENT FILTER MATERIAL SHALL BE DISPOSED OF IN
ALL MANNERS AS WITH THE HANDLING OF HAZARDOUS WASTE. THE SPENT FILTER MATERIAL
SHALL BE DISPOSED OF IN A PERMITTED FACILITY.
EROSION AND SILTATION CONTROL NOTES
1. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER BERMS,
FILTER FENCES, BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER
MEASURES INTENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF
SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES, MUST BE
INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED
FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS. SUCH
SYSTEMS SHALL BE FULLY OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE
ANY OTHER DISTURBANCE OF THE SITE BEGINS.
2. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL
STORM SEWER INLE.fS 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 AS REQUIRED BY CONSTRUCTION PROGRESS, AND WHICH
MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION.
3. SEDIMENTATION aAS:N: THE CONTRACTOR WILL BE REQUIRED TO PROHIBIT DISCHARGE
OF SILT THROUGH THE OUTFALL STRUCTURE DURING CONSTRUCTION OF ANY RETENTION
AREA AND WILL BE REQUIRED TO CLEAN OUT THE RETENTION AREA BEFORE INSTALLING
ANY PERMANENT SUBDRAIN PIPE. IN ADDITION, PERMANENT RETENTION AREAS MUST
BE TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT
THE END OF THE WARRANTY PERIOD.
4. SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CHANNELS LEADING
FROM THE SITE SHALL BE SODDED WITHIN (3) DAYS OF EXCAVATION. ALL OTHER
INTERIOR SWALES, ETC., INCLUDING DETENTION AREAS WILL BE SODDED PRIOR TO
ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
5. PROTECTION AND STABILIZATION OF SOIL STOCKPILES: FILL MATERIAL STOCKPILES
SHALL BE PROTECTED AT ALL TIMES BY ON-SITE DRAINAGE CONTROLS WHICH
PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM SUCH
STOCKPILED MATERIAL, MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE
EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT. IN NO CASE SHALL
UNSTABILlZED STOCKPILE REMAIN AFTER THIRTY (30) CALENDAR DAYS.
6. MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED
REGULARLY, ESPECIALLY AFTER EACH RAINFALL AND WILL BE CLEANED OUT
AND/OR REPAIRED AS REQUIRED.
FILTER MEDIUM SPECIFICATIONS
THE FILTER SAND SHALL BE WASHED MATERIAL MEETING F.D.O.T. ROAD AND BRIDGE
SPECIFICATIONS FOR SILICA SAND AND QUARTZ GRAVELS, OR MIXTURES THEREOF (LESS
THAN ONE (1) PERCENT SILT, CLAY AND ORGANIC MATTER), UNLESS FILTER CLOTH IS
USED WHICH IS SUITABLE TO RETAIN THE SILT, CLAY AND ORGANIC MATTER WITHIN THE
FILTER; CALCIUM CARBONATE AGGREGATE IS NOT AN ACCEPTABLE SUBSTITUTE; AND HAVE
AN EFFECTIVE GRAIN SIZE OF 0.20 TO 0.55 MILLIMETERS IN DIAMETER; A UNIFORMITY
COEFFICIENT OF 1.5 OR GREATER.
RATE OF 0.125 CM/SEC. OR GREATER. IF THE PERMEABILITY RATE OF THE FILTER
SAND IS LESS THAN 0.125 CM/SEC. A REPLACEMENT OF THE FILTER SYSTEM WILL
BE REQUIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL HAVE THE
SAND TESTED AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. IT IS
RECOMMENDED THAT THE CONTRACTOR HAVE THE FILTER SAND TESTED AND APPROVED.
2. THE PERFORATED PIPE SHALL CONSIST OF POLYVINYL CHLORIDE (PVC) CONFORMING TO
ASTM D 3033, HAVE MINIMUM OF SIXTEEN (16) 3/8 INCH DIAMElER PERFORATIONS
PER LINEAR FOOT OF PIPE AND BE ON THE BOTTOM 135' OF THE PIPE.
3. THE CONTRACTOR SHALL PROVIDE DEWATERING MEASURES AS REQUIRED DURING
THE INSTALLATION OF THE UNDERDRAIN AND ALL OF ITS COMPONENTS.
4. THE CONTRACTOR SHALL NOT BACKFILL THE DRAIN PIPE UNTIL THE ENGINEER HAS
VERIFIED AND APPROVED THE DRAIN PIPE GRADES AND INSTALLATION OF FILTER MEDIA.
5. SWFWMD REQUIRES AS-BUILT CERTIFICATION BY THE ENGINEER FOR THIS FILTER SYSTEM.
TEST REPORTS FROM AN APPROVED LABORATORY ON GRADUATION AND PERMEABILITY
SHALL BE INCLUDED IN THE AS-BUILT SUBMITTAL.
CLEARING AND GRUBBING NOTES
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 AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE 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.
2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL
CONSTRUCTI~N 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. THE 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.
CLEARING AND GRUBBING NOTES (CON'T)
5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF
OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY "GRADING BY
HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN.
6. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY
EXISTING STRUCTURES.
7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO
DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING.
8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE
SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL
UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED
WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE OWNER AND REQUESTING
A CLARIFICATION OF THE PLANS PRIOR TO DEMOLITION.
9. 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 AS REQUIRED BY
CONSTRUCTION PROGRESS.
10. ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO
THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE.
11. WHEN CONSTRUCTION IS COMPLETED, THE RETENTION/DETENTION AREAS WILL BE
RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE-SODDED IN ACCORDANCE
TO THE PLANS.
12. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY
BALES OR SILTATION CURTAIN) TO PREVIENT SILTATION OF ADJACENT PROPERTY,
STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETlANDS.
WATER SYSTEM NOTES
1. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER.
2. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND
SPECIFICATIONS.
3. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50
(AWWA C 150) AND ANSI A 21.31 (AWWA C 151) AND PIPE SHALL RECEIVE
EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, 1 21.8 OR A
21.51 AND SHALL BE MORTAR LINED, STANDARD THICKNESS, AND BITUMINOUS
SEALED IN ACCORDANCE WITH ANSI A (AWWA C 104-71).
4. ALL FITTINGS LARGER THAN 2" SHALL IBE DUCTILE IRON CLASS 53 IN ACCORDANCE
WITH AWWA C-ll0 WITH A PRESSURE IRATING OF 350 PSI. JOINTS SHALL BE
MECHANICj\,L JOINTS IN ACCORDANCE WIITH AWWA C-lll. FITTINGS SHALL BE
CEMENT MORTAR LINED AND COATED IN! ACCORDANCE WITH AWWA C-l04.
5. ALL PVC WATER MAINS 4" THROUGH 1:2" SHALL BE IN ACCORDANCE WITH AWWA
C-900. PIPE SHALL BE CLASS 150 ANID MEET THE REQUIREMENTS OF SDR 18 IN
ACCORDANCE WITH ASTM D-2241.
6. WATER MAIN PIPING OF LESS THAN 4" SHALL BE PER ASTM D2241-89.
7. ALL FITTINGS 2" AND SMAlLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED
SLEEVE TYPE JOINTS.
8. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE
MEETING fHE REQUIREMENTS OF AWWA C509.
9. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE
APPROVi:.D BY THE LOCAL UTILITY AND FIRE MARSHALL.
10. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER
SERVICI: LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION.
11. THRUST BLOCKING SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN
ON DETAILS.
12. MATERI.^LS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL
BE !ti ACCORDANCE WITH THE LOCAl REGULATORY AGENCY CODES.
1,1. THE IRRIGATION SYSTEM SHALL HAVE COLOR PIPING AND LABELING ON THE
PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING.
WATEi\ ~YSTEM TESTING AND INSPECTION REQUIREMENTS
1. ALL COil1PONENTS OF THE WATER SYSlTEM, INCLUDING FITTINGS, HYDRANTS,
CONN['::TION, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE
,Esrf liNO ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN
Accry:: :,NCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY
OWNEr..s ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF
PEP.i.{~:'1\1ING TESTS.
2. NEW WATER MAINS
I\FTER COMPLETION OF INSTALLATION OF NEW WATER MAINS, PRESSURE TESTING SHALL
HE :-~,?r-URMED IN ACCORDANCE WITH THE LOCAL JURISDICTION WATER SYSTEM
STAtjDAI~DS AND SPECIFICATIONS. COINTRACTOR TO PERFORM CHLORINATION.
SAMPLlt:G OF NEW WATER MAINS SHALL CONFORM WITH COUNTY PUBLIC HEALTH UNIT
REQUIREMENTS AND RESULTS FORWARDED TO THE ENGINEER. UNDER NO CIRCUMSTANCES
SHALL. A NEW WATER SYSTEM BE PLACED INTO SERVICE UNTIL CERTIFICATION BY THE
ENGINEER HAS BEEN COMPLETED AND A RELEASE FROM COUNTY PUBLIC HEALTH UNIT
HAS BE:EN ISSUED.
SANITARY SEWJ:R NOTES
1. ALL SANITARY SEWER MAINS & LATERAL SHALL HAVE A MINIMUM OF 36 INCHES OF
COVER.
2. ALL SANITARY SEWER MAINS & SERVICE LATERALS SHALL BE CONSTRUCTED OF
POLYVINYL CHLORIDE PIPE, SDR 35 OIR AS OTHERWISE INDICATED ON THE
CONSTRUCTION DRAWINGS.
3. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS
AND SPECIFICATIONS.
4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING
LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND
ELEVAIION OF EXISTING CONNECTION IPOINT AND NOTIFY OWNER'S ENGINEER OF
ANY CONFLICTS OR DISCREPANCIES.
5. PVC PIPE AND FITTINGS SHALL CONFORM TO ASTM SPECIFICATIONS DESIGNATION
D-3034-77C, MA SDR 35. INSTALLAJION OF SDR 35 PIPE SHALL BE IN STRICT
ACCORDANCE WITH THE REQUIREMENTS OF ASTM SPECIFICATION SECTION D2321.
ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR.
6. ALL PVC FORCE MAINS SHALL BE CLASS 2000, SDR 21, COLOR GREEN, WITH A
GREJ::N MAGNETIC TAPE A MINIMUM OF 2" WIDE, PLACED 1 FOOT BELOW THE
PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHOULD READ
"FORCEMAIN".
7. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50
(AWWA C 150) AND ANSI A21.51 (AWWA C 151). DUCTILE IRON PIPE SHALL
RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI
A 21.6, A 21.8, OR A 21.51.
8. ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCEMAlNS THAT
REQUIRE D.I.P. ARE TO BE POLYLINE[) OR EPOXY LINED.
9. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING.
SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS
1. ALL GRAVITY SEWER PIPING SHALL BIE SUBJECT TO A TELEVISION INSPECTION BY
THE OWNER'S CONTRACTOR. CONTRAlCTOR TO NOTIFY THE ENGINEER 48 HOURS IN
ADVANCE TO SCHEDULE INSPECTION.
2. THE CONTRACTOR SHALL PERFORM A.N EX FILTRATION TEST ON ALL GRAVITY SEWERS
INSTALLED IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION.
MAXIMUM ALLOWABLE LEAKAGE RATE: 100 GPD PER INCH PIPE DIAMETER PER MILE.
TEST RESULTS ARE TO BE SUBMIITED TO THE REGULATORY AGENCY FOR APPROVAL
COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S
RESPONSIBILITY .
3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN
ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS
ARE TO BE CREATED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE
REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL
PARTIES IS THE CONTRACTOR'S RESP'ONSIBILlTY.
WATER/SEWER CLEARANCE REQUIREMENTS
VERTICAL ClEARANCE AT CROSSINGS
GRAVITY SEWERS OR FORCE MAINS CROSSING UNDER WATER MAINS SHALL BE LAID TO PROVIDE
A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND
THE CROWN OF THE LOWER PIPE. THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER
JOINTS AND WATER JOINTS WILL BE EQUIDISTANT FROM THE POINT OF CROSSING WITH NO
LESS THAN 10 FEET BETWEEN ANY TWO JOINTS. WHERE THE MINIMUM 18 INCH SEPARATION
CANNOT BE MAINTAINED, ONE OF THE FOLLOWING METHODS OF PROTECTION SHALL BE
UTILIZED:
WATER/SEWER CLEARANCE HEUUIHEMENIS (CON'T)
A. THE SEWER SHALL BE E.NCASED IN CONCRETE FOR 20 FEET CENTERED ON THE
CROSSING (10 FT. LINEAR SEPARAJlON BETWEEN JOINTS);
B. THE SEWER SHALL BE INSTALLED WITH D.I.P. FOR 20 FEET CENTERED ON THE
CROSSING (10 FT. LINEAR SE.PARAJlON BElWEEN JOINTS);
C. THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE,
AND BE PRESSURE TES1ED AT 150 PSI TO ASSURE WATER TIGHTNESS PRIOR TO
D. EITHER THE WATER MAIN OR THE SEWER LINE MAY BE ENCASED IN A WATERTIGHT
CARRIER PIPE WHICH EXTENDS 10 FEET ON BOTH SIDES OF THE CROSSING, MEASURED
PERPENDICULAR TO THE WATER MAIN. THE CARRIER PIPE SHALL BE OF MATERIALS
APPROVED BY THE DEPARTMENT FOR USE IN WATER MAIN CONSTRUCTION.
ONE OF THESE METHODS SHALL ALSO BE UTILIZED WHEN THERE IS NO ALTERNATIVE TO
SEWERS CROSSING OVER WA1ER MAINS. IN SUCH INSTANCES, ADEQUATE STRUCTURAL
SUPPORT SHALL BE PROVIDED FOR THE SEWER TO MAINTAIN LINE AND GRADE.
HORIZONTAl SEPARATION BETWEEN PARALLEL LINES
GRAVITY SEWERS OR FORCE MAINS SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY
FROM ANY EXISTING OR PROPOSED WATER MAIN. THE DISTANCE SHALL BE MEASURED EDGE
TO EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10FT. SEPARATION, THE
WATER MAIN SHALL BE INSJALLED IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH
SHELF LOCATED ON ONE SIDE OF THE SEWER AND AT AN ELEVATION SO THAT THE BOTTOM
OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, AND THE
WATER AND SEWER JOINTS SHALL BE STAGGERED.
IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS
DESCRIBED, BOTH THE WATER MAIN AND SEWER MUST BE CONSTRUCTED OF SLIP-ON OR
MECHANICAL JOINT PIPE COMPLYING WITH PUBLIC WAIER SUPPLY DESIGN STANDARDS OF THE
DEPARTMENT AND BE PRESSSURE TESTED TO 150 PSI TO ASSURE WATERTIGHTNESS BEFORE
BACKFILLING.
SANITARY SEWER/REClAIMED WATER & POTABLE WATER/RECLAIMED WATER SEPARATIONS
WHEN THE REClAIMED WATER LINE IS lRANSPORTlNG WATER FOR PUBLIC ACCESS IRRIGATION:
MAXIMUM OBTAINABLE SEPARATION OF RECLAIMED WATER LINES AND DOMESTIC WATER LINES
SHALL BE PRACTICED. A MINIMUM HORIZONTAL SEPARATION OF 5 FEET (CENTER TO
CENTER) OR 3 FEET (OUTSIDE TO OUTSIDE) SHALL BE MAINTAINED BETWEEN RECLAIMED
WATER LINES AND EITHER POTABLE WATER MAINS OR SANITARY SEWER LINES. AN 18-INCH
VERTICAL SEPARATION SHALL BE MAINTAINED AT CROSSINGS.
WHEN RECLAIMED WATER LINE IS TRANSPORTING WATER FOR NON-PUBLIC ACCESS IRRIGATION:
THE RECLAIMED WATER MAIN SHALL BE lRF.ATED LIKE A SANITARY SEWER, AND A 10 FT.
HORIZONTAL AND 18 INCH VERTICAL SEPARAJlON SHALL BE MAINTAINED BETWEEN THE
RECLAIMED WATER MAIN AND ALL EXISTING OR PROPOSED POTABLE WATER MAINS NO
MINIMUM SEPARATION IS REQUIRED BETWEEN THE RECLAIMED WATER MAIN AND SANITARY
SEWERS, OTHER THAN THAT NECESSARY TO ENSURE STRUCTURAL INTEGRITY AND
PROTECTION OF THE LINES THEMSELVES.
NOTE: WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATIONS
AS STIPULATED ABOVE, DEP MAY ALl.OW DEVIATION ON A CASE-BY-CASE BASIS IF SUPPORTED
BY DATA FROM THE DESIGN ENGINEER. APPROVAL FOR THE DEVIATION MUST BE OBTAINED
PRIOR TO CONSTRUCTION.
GRADING AND DRAINAGE NOTES
1. ALL DELETERIOUS SUBSTANCE MATERIAL, (I.E. MUCK, PEAT, BURIED DEBRIS), IS
TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS, OR AS DIRECTED BY THE
OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL
IS TO BE STOCKPILED OR RE.MOVED FROM THE SITE AS DIRECTED BY THE OWNER.
EXCAVATED AREAS ARE TO BE BACKFILLED WITH Ar'PROVED MATERIALS AND
COMPACTED AS SHOWN ON THESE PLANS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PFOTECTING EXCAVATING 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.
3. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76)
UNLESS OTHERWISE NOTED ON PLANS.
4. PVC STORM PIPE, 12" AND SMALLER SHALL CONFI)RM TO AWWA C-900, ClASS 150
STANDARDS, UNLESS OTHERWISE NOTED.
5. ALL DRAINAGE STRUCTURE GRATES AND COVERS ""ITHIN TRAFFIC AREAS SHALL BE
TRAFFIC RATED FOR H-20 LOADINGS.
6. THE CONTRACTOR IS TO SOD THE RETENTlON/DETE:NTlON POND AS INDICATED ON
PLANS WITHIN ONE WEEK FOLLOWING CONSJRUC11(\:oJ OF THE POND.
7. MATERIALS AND CONSTRUCTION METHODS FOR STf.E.ETS AND STORM DRAINAGE
CONSTRUCTION SHALL BE IN ACCORDANCE WITH TilE LOCAL REGULATORY AGENCY.
8. ALL STORM STRUCTURES SHALL BE GROUTED TO ': IE INVERT
ELEVATION(S) OF THE STORM PIPES(S).
STORM PIPE SHALL BE SAW-CUT EVEN WITH THE STRUCTURE WALL(S).
GROUT AROUND PIPES FOR WATER TIGHT AND SMIlOlH FINISH.
PAVING, GRADING & DRAINAGE TESTING AND INSPECTION REQUIREMENTS
1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A
VISUAL INSPECTION BY THE OWNER'S SOILS ENGINEER PRIOR TO THE PLACEMENT OF
BACKFILL.
2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL
ACCEPTANCE OF THE PROJECT.
3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING
WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE
TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. UPON
COMPLETION OF THE WORK, THE SOILS ENGINEFR MUST SUBMIT CERTIFICATIONS TO
THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET.
PAVING NOTES
1. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A
PROPOSED JOINTING PATIERN TO THE OWNER'S ENGINEER FOR APPROVAL.
2. THE CONTRACTOR IS TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL
WITH SEALER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE.
3. ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE
TO FDOT STANDARD SPECIFICATIONS 971-12. PARKING STALL STRIPING
TO BE 4" WIDE PAINTED WHITE STRIPES.
4. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE
BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS
THAN TWELVE (12) INCHES.
5. STANDARD INDEXES REFER TO THE LATEST EDITION OF FOOT "ROADWAY AND
TRAFFIC DESIGN STANDARDS."
6. PAVEMENT IN THE PROPERTY SHALL CONSIST t'lr 1-1/2" ASPHALT,
TYPE S-3, ON 6" L1MEROCK BASE COMPACTED TO 98% OF
MAXIMUM DENSITY, ON SUB-BASE COMPACTED TO 98% OF MAXIMUM
DENSITY PER MSHTO T -180.
7. PAVEMENT IN R.O.W. SHALL CONSIST OF 2" ASPHALT, TYPE S-l
ON 8" L1MEROCK BASE COMPACTED TO 98% OF MAXIMUM DENSITY,
ON 10-1/2" SUB-BASE STABILIZED TO 40 LBR AND COMPACTED TO
98% OF MAXIMUM DENSITY PER MSHTO T -180.
PINELLAS COUNTY RIGHT Of WAY NOTES
1. ALL PROPOSED WORK WILL COMPLY WITH FOOT "ROADWAY PLANS PREPARATION MANUAL"
2. ALL R.O.W. INSTALLATIONS WILL BE IN ACCORDANCE WITH PRACTICES REFERENCED
IN THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS MANUAL
3. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS
SET DOWN IN PINELLAS COUNTY LAND DEVELOPMENT, ZONING AND/OR RELATED
ORDINANCES, AND MINIMUM TESTING FREQUENCY REQUIREMENTS.
4. SIGNS AND BARRICADES SHALL BE IN ACCORDANCE WITH THE U.S. DEPARTMENT OF
TRANSPORTATION'S "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" AND THE
FLORIDA DEPARTMENT OF TRANSPORTATION'S "ROADWAY AND TRAFFIC DESIGN STANDARDS"
INDEXES 600 THRU 665 (LATEST EDITIONS).
5. INSTALLATION INVOLVING CONCRETE AND ASPHALT DRIVEWAY, IN GOOD CONDITION
MUST BE ACCOMPLISHED BY JACK AND BORE OR PUSHING. NO JETTING IS ALLOWED.
6. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH MSHTO T-99(100%).
7. DISTURBED AREA WITHIN THE R.O.W. WILL BE COMPACTED TO 100% OF' MAXIMUM
DENSITY AND SODDED. ·
8. ANY PORTION OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION RELATED
DAMAGE, IN THE OPINION OF PINELLAS COUNTY HIGHWAY DEPARTMENT, SHALL BE
REPAIRED AT CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY PINELLAS COUNTY
HIGHWAY DEPARTMENT.
9. SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTA,NED AT ALL TIMES.
10. ANY SIDEWALK WHICH BECOMES UNDERMINED MUST BE REMOVED AND REPLACED.
SIDEWALKS ARE TO BE RECONSTRUCTED WITHlfoJ THREE(3) DAYS AFTER REMOVAL.
WHEN EXISTING SIDEWALK IS REMOVED, IT IS TO BE REMOVED AT THE NEAREST JOINT.
11. NO STOCKING OF MATERIAL IN ROADWAY OR ON SIDEWALK; ALL DIRT OR DEBRIS
WILL BE REMOVED FROM THE JOB SITE DAILY. ROADS AND SIDEWALKS ARE TO BE
SWEPT DAILY AS PART OF DAILY CLEAN-UP.
PINELLAS COUNTY RIGHT Of WAY NOTES (CON'T)
12. SAW CUT EXISTING EDGE-OF-PAVEMENT PRIOR TO DRIVEWAY CONSTRUCTION.
13. DISTURBED AREA WITHIN THE RIGHT OF WAY WILL BE COMPACTED TO 100% OF
MAXIMUM DENSITY AND SODDED.
14. DO NOT DISTURBED EXISTING UNDERDRAIN OR STORM SYSTEMS. IF FILTRATION BED IS
DISTURBED, CONTACT THE AREA INSPECTOR WITH THE PINELLAS COUNTY HIGHWAY
DEPARTMENT AT 464-8900 FOR ASSISTANCE.
15. PROVIDE A MINIMUM OF 3" COVER OVER UTILITIES AT ALL DITCH CROSSINGS.
16. NO STREET SHALL BE CLOSED WITHOUT THE WRITTEN PERMISSION OF THE PINELLAS
COUNTY TRAFFIC DIVISION. AT LEAST 48 HOUR ADVANCE COORDINATION IS REQUIRED.
17. THE PERMITTEE'S ATTENTION IS DIRECTED TO THE PROVISIONS OF THE TRENCH SAFETY
ACT (FLORIDA STATUTES, 553.60 et. seq.) AND THE OCCUPATIONAL SAFETY AND HEALTH
HEALTH ADMINISTRATION EXCAVATION SAFETY STANDARDS (29 CFR SECTION 1926.650,
SUBPART B) WHICH SHALL APPLY TO CONSTRUCTION, OPERATION AND MAINTENANCE
PURSUANT TO THIS PERMIT.
WORK IN fOOT RIGHTS-Of-WAY
1. DRIVEWAY TO BE CONSTRUCTED TO FOOT INDEX #515.
2. EROSION CONTROL AND SHOULDER SODDING SHALL CONFORM TO FOOT INDH 1 04 &
105.
3. GUARDRAILS SHAlL CONFORM TO FOOT INDH400.
4. ALL STRIPING SHALL BE LEAD FREE NON-SOLVENT BASED THERMOPlASTIC AND MEET
ACCORDING TO THE FOOT SPECIFICATION SECTION 711.
5. REFLECTIVE PAVEMENT MARKERS SHALL MEET THE REQUIREMENTS OF FDOT
SPECIFICATIONS SECTION 706.
6. ALL SIGNS WITHIN FOOT RIGHT -OF -WAY SHALL MEET THE REQUIREMENTS OF FOOT
SPECIFICATIONS SECTION 700.
7. REFLECTIVE PAVEMENT MARKERS SHALL BE PLACED IN ACCORDANCE WITH FOOT
STANDARD INDEX NO. 17352.
8. STRIPING WITHIN FOOT RIGHT-OF-WAY SHALL BE PLACED IN ACCORDANCE WITH
FOOT STANDARD INDEX NO. 17346.
9. SIGNS WITHIN FOOT RIGHT -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH
FOOT STANDARD INDEX NO. 11860 AND SHALL BE PLACED IN ACCORDANCE WITH
FOOT STANDARD INDEX NO. 17302.
10. SIGNING AND STRIPING WITHIN FOOT RIGHT-OF-WAY SHALL BE IN ACCORDANCE
WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
11. ALL WORK PERFORMED WITHIN THE FLORIDA DEPARTMENT (J)F TRANSPORTATION
RIGHT -OF-WAY CONFORM TO:
A.) FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS
FOR ROAD AND BRIDGE CONSTRUCTION (2000), (aka: STANDARD SPECS).
B.) FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC
DESIGN STANDARDS, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS
FOR STREETS AND HIGHWAYS ON STATE MAINTAINED SYSTEMS. (JAN. 2000),
(aka: STANDARD INDEX). COMPLIANCE WITH ALL APPLICABLE INDICES IS
REQUIRED.
C.) FLORIDA DEPARTMENT OF TRANSPORTATION MANUAL OF UNIFORM MINIMUM
STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND
HIGHWAYS (2000), (aka: GREEN BOOK).
12. TRAFFIC CONTROL & SIDEWALK CLOSURE ARE TO BE PER 'FOOT INDICES #600 AND
H623.
13. APPLICANT MUST NOTIFY THE FLORIDA DEPT. OF TRANSPOR~TATION PINELLAS COUNTY
MAINTENANCE OFFICE (48) HOURS IN ADVANCE OF STARTING PROPOSED WORK.
CALL (727) 570-5101.
14. BEFORE CONSTRUCTION IS TO BEGIN. THE APPLICANT SHALL DELIVER TO THE FLORIDA
DEPT. OF TRANSPORTATION PROOF OF INSURANCE VERIFYING THAT THE APPLICANT OR
THE APPLICANT'S CONTRACTOR HAS COVERAGE UNDER THE LIABILITY INSURANCE
POLICY IN ACCORDANCE WITH THE REQUIREMENTS OF FAG. RULE CHPT.
14-96.007(5)(C)6.
CONTRACTOR'S RESPONSIBILITY NOTE
IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM A SURVEY (ACCOMPANIED BY
THE ARCHITECT AND OWNER) OF THE ENTIRE PROJECT AREA INCLUDING BUILDING(S)
AND SITE IMMEDIATELY UPON OCCUPYING THE WORK AREA ANID BY PHOTOGRAPHIC
AND WRITTEN CORRESPONDENCE DETAILING ANY 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) WHICH WILL REMAIN IN THEIR PRESENT CONDITION AT THE
CONCLUSION OF THE PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING
THE OWNER A COMPLETE PROJECT IN FIRST CLASS CONDITION MEETING INDUSTRY WIDE
STANDARDS IN QUALITY AND PERFORMANCE THROUGHOUT THE ENTIRE PROJECT AREA
BUILDING(S) AND SITE (REGARDLESS OF WHETHER AN AREA IS SPECIFICALLY IDENTIFIED
WITHIN THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A PARTICULAR AREA HAS
BEEN DESCRIBED IN THE AFOREMENTIONED PHOTOGRAPHS AND WRITTEN DETAILS.
CONTRACTOR HAS THE RESPONSIBILITY TO PROTECT THE EXISTING BUILDING(S),
UTILITIES AND SITE THROUGHOUT THE PROJECT TIME FRAME. SHOULD, DURING THE
COURSE OF THE WORK, ANY AREA OF THE BUILDING(S) AND/OR UTILITIES AND/OR
THE BUILDlNG(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 TO 'THE OWNER.
AS A PART OF THESE DOCUMENTS, A SITE SURVEY AND/OR SITE DATA, WHEN
PROVIDED, AND ANY ADDITIONAL INFORMATION THAT MAY BE PROVIDED IS FOR
INFORMATIONAL PURPOSES ONLY, THE OWNER AND HIS AGENT ASSUME NO RESPONSIBILITY
FOR THEIR PREPARATION, COMPLETENESS NOR ACCURATENESS AND THE CONTRACTOR
IS FULLY RESPONSIBLE WHEN USING SAID SOURCES. THE CONTRACTOR SHOULD
USE SUCH INFORMATION ONLY AS A GUIDE TO THE SUSPECTED LOCATION OF
UNDERGROUND SERVICES, INCLUDING BUT NOT LIMITED TO:
WATER SUPPLY
STORM SEWER
ELECTRICAL POWER
IRRIGATION LINES
FIBER OPTIC CABLES
FIRE ALARM SYSTEM CABLES
CONTROL WIRING
SYSTEMS
SANITARY SEWER
NATURAL AND LP GAS LINES
RECLAIMED WATER SUPPLY
T.V. CABLES
TELEPHONE CABLES
SECURITY WIRING
SITE UNDERGROUND MECHANICAL
INCLUDING INSULATION
IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE SPECIFIC LOCATION
OF THE UNDERGROUND SERVICES BY CAREFUL HAND EXCAVATION ONLY UNLESS
OTHER MEANS ARE APPROVED BY ARCHITECT AND OWNER BEFORE BEGINNING THE
WORK. THE CONTRACTOR SHALL REPLACE OR REPAIR, PER SPECIFICATIONS, ANY
AND ALL DAMAGED UNDERGROUND SERVICES AS LISTED ABOVE AT NO ADDITIONAL
COST TO THE OWNER.
1. TRENCH EXCAVATION
- INCLUDE OSHA STANDARD 29 CFR, SECTION 1926.650 SUBPART P, WHICH IS
NOW A PART OF LAWS OF FLORIDA CHAPTER 90-96.
- THE CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE
WITH THIS LAW.
- A SEPARATE COST ITEM IDENTIFYING THE COST OF COMPLIANCE.
- A TRENCH SAFETY SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR, AND
APPROVED BY THE ENGINEER.
2. ALL RETENTION AREAS, STORM SEWER PIPING, STORM SEWER STRUCTURES, ETC.
MUST BE IN PLACE AS PART OF THE FIRST PHASE OF CONSTRUCTION.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACCOMMODATE POSITIVE
DRAINAGE THROUGHOUT CONSTRUCTION TO AVOID FLOODING OF THE ADJACENT
PROPERTIES. ANY FLOODING THAT MAY OCCUR DUE TO HIS WORK WILL BE
THE SOLE RESPONSIBILITY OF THE CONTRACTOR
3. THE USE OF ELECTRONICALLY STORED DATA IS INTENDED FOR INFORMATIONAL
PURPOSES ONLY AND NOT TO BE USED FOR CONSTRUCTION. CONTRACTOR
MUST UTILIZE SIGNED AND SEALED DOCUMENTS FOR CONSTRUCTION.
NOTE TO CONTRACTOR
THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAW-
INGS, SIGNED AND SEALED BY A PROFESSIONAL lAND SURVEYOR.
THE RECORD DRAWINGS SHALL SHOW FINAL GRADES FOR
RETENTION BASIN(S), CONTROL STRUCTURE(S), INLETS
& PIPES WITH TOP & BOlTOM ELEVATIONS, INVERTS &
DIMENSIONING OF SLOT & BAFFLE. LOCATIONS OF ALL UTILITIES
INCLUDING THE SANITARY SEWER AND WATER PIPING. THE
CONTRACTOR SHALL PROVIDE TWO COPIES OF THE CERTIFIED
RECORD DRAWINGS TO THE ENGINEER.
THE AFOREMENTIONED RECORD DRAWING SHALL BE SUFFICIENT
ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING
JURISDICTION.
GENERAL CONSTRUCTION NOTES
1. ALL THE WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF
THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK.
2. ALL ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC VERTICAL DATUM.
3. 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 WILL VERIFY
THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES,
STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION.
4. THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREPANCIES
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER
OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE
AFFECTED AREA.
5. 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 "SUNSHINE"
AT 1-800-432-4770. MINIMUM OF 2 DAYS AND MAXIMUM OF 5 DAYS PRIOR TO THE
START OF CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL
UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY.
SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VICINITY OF
POWER LINES AND OTHER UTILITIES.
7. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED AND INSPECTED PRIOR
TO BASE AND SURFACE CONSTRUCTION.
8. 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.
9. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER; SHOP
DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS FOR THIS SITE.
FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND
REPLACEMENT AT THE CONTRACTOR'S EXPENSE. ALL SHOP DRAWINGS ARE TO BE
REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE
OWNER'S ENGINEER.
10. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR
SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THEM WITH
ALL REQUIRED 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.
11. BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6" LAYERS UP
TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO
BE PAVED, BACKFILL SHALL BE COMPACTED TO 100% MAXIMUM DENSITY AS
DETERMINED BY MSHTO T -99.
12. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000
P.S.I. IN 28 DAYS, UNLESS OTHERWISE NOTED.
13. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THE WORK SHALL BE RESTORED
TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS
SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO
OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED.
~ 4. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND
MULCHED TO DOT 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,
AT HIS EXPENSE, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE
REGULATORY AGENCY AND ENGINEER OF RECORD.
15. THE SOILS ENGINEER IS 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,
REQUIRED BY THE LOCAL REGULATORY AGENCY, AND THE FLORIDA DEPARTMENT OF
TRANSPORTATION (FOOT), FOR THE IMPROVEMENTS, AS REQUIRED BY THE
ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED.
16. THE CONTRACTOR SHALL MAINTAIN A COpy OF THE APPROVED PLANS AND PERMITS
AT THE CONSTRUCTION SITE.
17. THESE DRAWINGS MAY NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
SAFETY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR
CONSTRUCTION SITE SAFETY.
18. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND
FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE
AREAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER.
19. ALL PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE CENTER TO
CENTER OF STRUCTURES OR FITTINGS. PIPE MEASUREMENTS FOR MITERED END
SECTIONS ARE TO THE END OF PIPE.
20. EXISTING PAVEMENT SHALL BE SAW-CUT WHERE NEW PAVEMENT IS TO BE ADDED
OR EXISTING PAVEMENT TO BE ELIMINATED.
21. ADJUSTMENTS OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WA1ER
METERS, ETC., SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO CLAIM
SHALL BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS,
IF REQUIRED.
22. ALL BACKFILL OVER ANY PIPE (STORM SEWER, SANITARY SEWER, OR WATERLINES)
THAT IS INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE ROADWAY,
SHALL BE COMPACTED IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATIONS,
SECTION 125-8.3, LATEST EDITION.
23. THE CONTRACTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF 5' FEET IN DEPTH,
SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION'S
(OSHA) TRENCH EXCAVATION 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).
24. CONTRACTOR TO COORDINATE THE POINTS OF CONNECTIONS OF THE UTILITIES WITH
DIFFERENT SUBS. SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES
i.e. SANITARY SEWER, STORM SEWER, WATER LINES, FIRE LINES, ETC., TO 5' OUTSIDE
OF THE BLDG(S). THE PLUMBING CONTRACTOR TO CONNECT AND MEET THE INVERT
ELEVATIONS OF THE SAID UTILITIES. ANY UTILITY WORK PERFORMED WITHIN 5' OF THE
BLDG. SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR. ALL WORK
SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES,
ORDINANCES AND REQUIREMENTS.
25. ALL WORK SHALL BE PERFORMED AND FINISHED IN A WORKMANLIKE MANNER TO
COMPLETE SATISFACTION OF THE ARCHITECT/ENGINEER IN ACCORDANCE WITH
THE BEST RECOGNIZED TRADE PRACTICES.
26. DEVIATIONS TO THESE PLANS AND SPECIFICATIONS WITHOUT CONSENT OF THE ENGINEER
MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. DEVIATIONS SHALL RECEIVE
WRITTEN APPROVAL FROM THE ENGINEER.
27. SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPARATE SUBMITTAL(S) AND
PERMITTING. DEVIATIONS SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER.
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1. EXISTING ABOVEGROUND UTILITY FACILITIES
IN THE PUBLIC RIGHT-OF-WAY TO BE RELOCATED
AND / OR PLACED UNDERGROUND WHEN
THE PROPERTY WHICH THE UTILITIES SERVE
IS REDEVELOPED.
2. FOR DEVELOPMENT THAT DOES NOT
INVOLVE A S:JBDIVISION, ALL UTILITIES
INCLUDING INDIVIDUAL DISTRIBUTION LINES
SHALL BE UNDERGROUND UNLESS SUCH
UNDERGROUNDING IS NOT PRACTICABLE
3. NEW WATERLINES TO BE MINIMUM 30" DEEP MAX.42"
4. PROPOSED HfDRANT TO BE INSTALLED AND IN SERVICE
PRIOR TO CONSTRUCTION PER NFPA 241.
5. FOC SHALL 6[ IDENTIFIED BY A SIGN THAT
STATES " NO PARKING FIRE DEPARTMENT CONNECTION"
6. FOC SHALL BE MAINTAINED WITH 7-1/2' CLEARANCE
TO FRONT AI\lD SIDES.
7. CONSTRUCTIOil EQUIPMENT MUST NOT BE
PLACED IN THE ROADWAY AS TO BLOCK
ACCESS TO THE FIRE HYDRANTS OR TO OTHER
PROPERTIES ON THE ROADWAY FOR EMERGENCY
VEHICLE Accrss.
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COLONY SURF, A CONDOI'v1INIUM
CONDOMINIUlvl PLA T BOOK 68 PAGE 49
r--- ASPHAL T.-----!
t PAVEMENT
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Drawn By: LB.
I Checked By: H.G. I
Issue Date: 01/26/04
Revisions:
No. Date
/ /
Descri tion
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mlS DRAWING IS m INSTRUMENT OF SERVICE mo swu. REMAIN 1HE PROPERTY OF mE
ENGINEER, mo SIWl. NOT BE REPROOUCED, PUBUSHED OR USED IN Nf'( WAY WITHOl1f
mE CONSENT OF mE ENGINEER. (ClCOPYRlGHT 2003 NOT PU~ED
(~ ,9 ~-r:# MAY 12 Zllll~
ARTHUR R. PATAK, P.E., #44894
COPIES OF mESE PLANS ARE NOT VALJD UNlESS
EMBOSSED WITH mE SIGNING ENGINEER'S SEAL.
....
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~HlQJ1R SMJ
GRAff FRAME W/STUD. STill.
FRAME W/2 ANCllOR STUDS
PER SlOE - EQUAl. CENTERS.
GAlVANIZE NlER FNlRICATlON
1/1
W
a:
~
NOTE:
1. CUT PIPE F1..USH
w/INSDE fACE Of
WALL
2. MORTAR BOTTOM TO
MATCH INVERT Of
OUTfAll. PIPE.
ANCHOR
ST ANlARD DETAL
.
~
~
CAST IRON RETICUUNE
GRATE. TRAfFlC TYPE
(H-20 LOADING) W/2 SIDED
GRATE SEAT
_ 8- CONC. WAll..
4000 PSI 0
28 DAYS
14 ; 012- O.C.E.W.
.
II)
N..ET DET AL
N.T.S.
TOP ELEV. 5.0
4: 1 SIDE SLOPE
BOTTOM
ELEV. 3.0
NOTE:
SANO BASED SOD
SIDES c!c BOTTOM
P/L
SEE PlAN
PlACE SOO 1/2'
BElOW PAVEMENT
FIN. GRADE PRIOR
TO SOODlNG
POSITIVE DRAINAGE (4:1 MAX)
MEET EX.
-JIll';'!'
, , ~ COMPACTED GROIJND
SEE PlAN
P/L
RETENTION BASIN DETAIL
N.T.S.
GROUND TRANSITION
AT THE PROPERTY LINE
N.T.S.
1-1/2- TYPE S-3
ASPHAlT 0 1/4-
PER FT. MIN.
EXCEPT ftS NOTED
ftSPHALT <<) 1/4-
PER FT. MIN.
EXCEPT ftS NOTED
lIMEROCK BASE
F.D.O.T. CERTIFIED
COMPACTED TO
98~ MAX. DENSITY
SUBBASE
COMPACTED TO
98~ MAX. DENSITY
IN R.O.W. & DRIVEWAY SECTION
N.T.S.
ON SITE
PARKING & DRIVEWAY SECTION
N.T.S.
NEW SURFACE
(SEE NOTES 1 c!c 2)
EXIST. SURFACE
.....' , '..' '.':.
?Ii'l'TR~:',"
:t~BN;.:g~ 4)',:
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'.. "0.
. 00 ....
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U:.... .........
VARIES I
2'
l'
EXIST. SURFACE
FINISH GRADE TO
1- BELOW
EDGE OF WALK
MEDIUM BROOM
FINISH CONC. WALK
EXPANSION JOINT
1-1/2- RADIUS
VERTICAL CURB
PAVING
BASE
COMPACTED
SUBBASE
NOTE:
PROVIDE 1/4-
CONTROL JOINTS
o 4'O.C.. 5' O.C.,
8' O.C.. OR 12' O.C.
c!c 1/2- BITUMINOUS
EXPANSION JOIN rs
o 40' O.C. FOR 4'
SIDEWAlKS, 50' O.C.
FOR 5' OR GREATER.
CURB/W ALK DETAIL
REPAIR OF PAVEMENT NOTES:
1. ftSPHALTIC CONCRffi PAVEMENT SHALL BE MECHANICALLY
SAWED AND ALL SURFACES TACK COATED.
2. SURFACE TO BE CONSISTENT WITH EXISTING SURFACE AND
THICKNESS: WITH MIN. OF 1-1/2- ASPHALT F.D.O.T. TYPE S-3.
3. BASE MATERIAL SHALL BE PLACED IN 6- COMPACTED LAYERS
TO 98~ OF MAXIMUM DENSITY AS DETERMINED BY MSHTO
T -180. LAB REPORTS ARE REQUIRED.
4. BACKFILL FOR TRENCH SHALL BE PLACED IN 12- COMPACTED
LAYERS TO 100~ OF MAXIMUM DENSITY AS DETERMINED BY
MSHTO T -99, LAB REPORTS ARE REQUIRED.
REPAIR OF PAVEMENT CUTS
N.T.S.
N.T.S.
HANDICAP PARKING STRIPING DETAIL
NTS
--- . ---
EACH PARKING
SPACE SHALL BE
CONSPICUOUSLY
STRIPED IN BLUE
AND WHITE PAINT.
AND SHALL BE POSTED
AND MAINTAINED WITH A
PERMANENT, ABOVE-
GRADE SIGN BEARING
THE INTERNATIONAL
SYMBOL OF ACCESSIBILLlTY
AND THE CAPTION
-PARKING BY DISABLED
PERMIT ONLY-.
SUCH SIGNS SHALL NOT
BE OBSCURED BY A
VEHICLE PARKED IN THE
SPACE. ALL HANDICAPPED
PARKING SPACES MUST
BE SIGNED & MARKED
IN ACCORDANCE WITH
THE STANDARDS
ADOPTED BY THE
DEPARTMENT OF
TRANSPORTATION
AND A.D.A.
EXIST. SURFACE
SAW-CUT EXIST.
EDGE OF PAVEMENT
c!c BASE
NEW SURFACE
EXIST. BftSE
NEW BASE
NEW SUBBASE
PAVEMENT TRANSITION DETAIL
N.T.S.
PLACE SOD 1/2-
BELOW PAVEMENT
FIN. GRADE PRIOR
TO SODDING
~ ____ POSITIVE DRAINAGE
'II^\\YII^\\\YII^\\VII^~
COMPACTED GROUND
PLACEMENT OF
SOD AT PAVEMENT
N.T.S.
ROOF DRAIN
FIN. GROUND
NEW BLDG.
umUTY WffiflN 5' or BLOO.
mY PlUMBING CONTRACTOR.
Flltw. CONNECTlON BY' PLUMBING
CONTRACTOR UNlESS OTHERWISE
COORDINATED BY mE C.CO
UTILITY CONNECTION
AT ALL BUILDINGS
N.T.S.
~ MEDIUM BROOM
FINISH CONC. WALK
r FINISH GRADE TO
1 - BELOW
. EDGE OF WALK
2 lEVEl .
SHOUUlER VARIES (SEE PLAN) ~
I SOD I SLOPE 1/4- PER FOOT ii, soo I
1I11=1I11-:il;~lil":o;- I~~" ~;I\i~I:OMPACTED AlL OR
UNDISTURBED SOIL
WHEN SIDEWALK IS
TO BE REMOVED &/OR
NEW SIDEWAlK IS to
BE ADDED. IT IS TO
BE REMOVED TO THE
NEAREST EXPANSION
JOINT.
NOTE:
PROVIDE 1/4-
CONTROL JOINTS
<<) 4'O.C.. 5' O.C.,
8' O.C.. OR 12' O.C.
c!c 1/2- BITUMINOUS
EXPANSION JOINTS
o 40' O.C. FOR 4'
SIDEWALKS. 50' O.C.
FOR 5' OR GREATER.
CONCRETE WALK DET AL
N.T.S.
SYMBOL SHALL BE 5 FT.
HIGH & WHITE PAINT COLOR
HANDICAPPED PAVEMENT SYMBOL
N.T.S.
6' MAX.
-, 1~. X
3' to
MIN. 18-
l"!f!JII
12-1-
'v
NOTE: SILT FENCE SHALL NOT
BE TRENCHED IN WHERE
ADJACENT TO TREES DESINGED
TO REMAIN.
THE SILT FENCE MUST
BE SECURED THROUGH THE
PLACEMENT OF FILL OVER
THE LOWER LIP OF
THE BARRICADE.
OPT 10NAL --:.
POST ~
POSITION ~
~ SILT
FLOW
i =1I11~1I11~1I1=1I11~
SILT BARRIER DETAIL
N.T.S.
NEW BLDG.
r
'.-
FILL GROUND AROUND
BLDG. TO 3- BELOW
FIN. FLOOR ELEVATION
c!c SOD
MAX. SLOPE 4: 1
MIN. SLOPE 2~
.-'!
..<!
GROUND PREPARATION
A T ALL BUILDINGS
N.T.S.
POST OPTIONS:
2"x4- OR 2.5-DrAM.
WOOD; 1.33LBS./FT.
MIN. STEEL
FILTER FABRIC IN
CONFORMANCE WITH
SEC. 985 F.D.O.T.
SPECS. OR EQUAL
EXIST.
GROUND
PRINCIPAL POST
POSmON. CANTED
20' TOWARD FLOW
FILTER FABRIC
EXIST.
GROUND
PLACE CONC.
SLAB/WALK
4 - BELOW FLOOR
ELEV. EXCEPT AT
DOORS REMAIN FLUSH.
EXPANSION JOINT
SLOPE AT 1/4-
PER FOOT
10: 1 MAX. SLOPE
SOD
NOTES:
1. PROVIDE 5'x5'1l4'
1ll1C1< CONe. SlAB
o AU.. EMERGENCY EXITS.
2. CONFORM TO ABOVE
DETAIL FOR PlACING
WAU<S AT THE BLOOS.
PLACEMENT OF CONCRETE
SLAB AT ALL BUILDINGS
N.T.S.
U.S FOUNDRY 7623
COVER TO BE MARKED
-SEWER ClEANOUT-
IRON BODY FERRULE
WITH BRASS SCREW PLUG
JONES PLUMB. CO. T466CSK
OR EQUAL
6- PVC
8- MIN. CONC.
ENCASEMENT
6- PVC 1/12 BEND
~
6- WYE
.... . ~. : ~. i ;" . . 4-
-. ~PlUG
. .. ..' ~ - . ,.. . . ,.'
-6 .' ... "0. ';...". :
SANIT ARY SEWER
CLEAN-OUT DETAIL
N.T.S.
6-x4- REDUCER
(IF REQUIRED)
BLUE
BACKGROUND
..
6
1-1/2-R
.
IX)
1/2" WIDE
WHITE BORDER
AND SYMBOL
SION SPECFlCATIONS
PARKNi BY 1. 1 a-x 12- LOGO SIGN
DISABLED 2. 2 SIGN COMBINA nON
1- SERIES -C- REFLECTIVE SHEETING
PEFMT LETTERS
ON. Y 1/2- BLACK 3. LETTERS TO BE
BORDER 1- HIGH SERIES -C-
1.5- 4. SIGN TO BE MADE OF
$255 FIE - 1- ALUMINUM
1- 5. POST TO BE MADE OF
F.8. 318.14 = 1" GALVANIZED STEEL
1.5- (SEE DETAIL)
3" 6" 6. SIGNAGE PER A.D.A.
FJP - fS& REQUIREMENTS
WHITE
BACKGROUND
WHITE .
BACKGROUND co
HANDICAP PARKING SIGN DETAIL
N.T.S.
GALVANIZED METAL
SIGN POST WITH 3/8-
HOLES DRILLED
ON 1- CENTERS
j-....
FINISHED
GROUND
.::
.-:.
3000 PSI CONC.
,
.
~ .;-
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SIGN POST DETAIL
N.T.S.
..
J
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en.
1/4" THICK ALUM.
GREASE SKIMMER
l;~
S~' D.
~c~.fJrJ\t
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N.T.S.
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I NES Comm.: 0406 I
I Drawn By: LB. I
Checked By: H,G,
Issue Date: 01/26/04
Revisions:
No. Date Descri tion
GRADE
.~,~,,,,,"",,,.._~~_,f?lI#;..~~
~:i WATER MAIN 0
~~' STORM DRAIN ~ q
18" MIN. VERTICAl.. CLEARANCE
I
3/4- SAMPLING
COCK
CD
/
/
SAMPLING
ARRANGEMENT
INSTALL 2- PLUG
(AffiR REMOVAl
OF SAMPLING
ARRANGEMENT
THRUST !BLOCK
Note:
LOCATION'S OF
BLOW-OFFS FOR
WATER SAMPLING
TO BE PER
PINEUAS COUNTY
HEALTH DEPT.
ENGINEERING DIY.
CLWfR. OFFICE
538-7277
~ ~ -~~~ -~...._...,.. _,~~_If'/" I
I') ::I WAfER !oWN OR
STORM DRAIN D.I.P. IS USED IN PlACE OF P.Y.C.
fOR A MIN. Of 10' EACH WAY
+ FROM Cl. Of WATER /oWN WHEN
.- lllE VERTlCAl ClEA/WlCE BETWEEN
I WAITR A: SEWER loWNS IS 18" OR lESS.
18" OR MORE VERTlCAl CL I
----}~:4$~Y.&0"~~3----
P.V.C. OR V.C.P.
SAN. SEWER GRAVIlY MAIN WlE:
CONCRETE ENCASEMENT OF
SANITARY SEWER GRAVITY
MAIN IS NOT PERMITIED.
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~WA1IR toWN 1')::1
+
10' MIN.
HORIZONTAl. CI.EARANC:;$-I
STORM SEWER +
OR SAN. SEWER
GRAVITY MAIN
., 4- . .... '...
1111-,.'.' .,'.:..... .'...'.,.
. .-. . ~.,..:-...
COt.lPACTm F1LL II11 IlU I';\
-, ....,
OR UNDISTURBED == ; .';' ',:
--- :-:I,'\t
SOIL 1111 ;dV; r01'"I- .
l1ii 7~:~-: ._J II
~IIII
VERTICAL CLEARANCE
HORIZONTAL CLEARANCE
BLOW-OFF &
SAMPLING POINT
N.T.S.
WATER MAIN & SANITARY
SEVVER CLEARANCES
N.T.S.
TOOLED GROOVES
3/8" WIDE, 3/8"
DEEP, 3" O.C. TO
BE MADE AT INITIAL
POURING
CI)
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......
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~
~
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CURB
FLUSH CURB
FLUSH CURB
RAMP DETAIL
N.T.S.
HANDICAP RAMP DETAIL
N.T.S.
THIS DRAWING IS AN INSTRUMENT Of SERVICE AND s.W1. REJMIN THE PROPERlY ()If WE
ENGINEER, AND SHfIlL NOT BE REPRODUCED. PUBUSIlED OR USED IN N<< WAY WI1)fOl1T
THE CONSENT Of THE ENGINEER. OCOPYRIGHT 2003 NOT Pl/BUStlED
~ ~ ifG/ ~ / .
L~4 ~;;xr-' MA'{ 12 200\
ARTHUR R. PATAK. P.E.. #44894
corlES Of THESE PlANS ARE NOT VAlID UNLESS -
EMBOSSED WITH THE SIGNING ENGINEER'S SEAl.
C6.1
I
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BLOWOFF DETAIL
EclipsE' No. B5-B ~
Blow-Off Assy.
Including Locknble
Cnst Iron Box
'Wnter Mnln
2' Brnss
Restnlner Pl/
Per Detnll No. 403
IIIEV. II\TE
Concrete
ThIck x
AfClennout Plug
- --
Pnd 4'
1'-6' Sq.
6' or B'- liB Bend
Plug
(See Note)
Sewer Mnln
CLEANDUT DET AIL
N.T.S.
lEV.
RemoYll CUrb If Exletln
R.O. W. Ule
PLAN VIEW
RemoYll Bock of CUrb on State or- VM"tlcol Curbe with 0 __tical Sow cut
or- RemoYll entire Curb and Replace ae Port of Sidewalk Romp.
m Modlned and Volley GuttM" CUrbs
join exlet bock of curb
112.~Textured Surface
1.C::==-- Max Slope~ ~ '.
~r.:' . _._. _ . ....:., . '. -{~,. ,. -.'
_ _\":''! ..."... -.. .. Remove to on
............1/2. Expanelon Joint even joint or eawcut
.sll'b
~~ Q.
"'N~
SECTION A-A
~
I. f'rcMde Tooled Jolnta At DIet..._ 11_'" The -
Noo P1oco [)q><In1lon Jolnta At 0.-,..
2. " Sam. I'h}'Olcol Obolnletlcn ExIota lIhlcll ~ta
Th. ...-, Of SId_ Ao Sh...... Contact The
En91n_, OMolon f cr Nt......t. location.
3. _ Md Oth... Spaeoro WI! Not lie Pormltted
In __ Or Dmewa)'L
.... No Coot",," Of Mll()>d WI! 8. Ponnltted On Concnt. __ Or
_a~ Wllhaut speclllc """'""'" Of Th. CIty Efttfr-.
5. NA Concrot. Shall lie 3000 pol \I1n. . 2lI Da)&
.. Concnt. !bfaco '" be Ught _ no.....
7. Concrote 0.-,. ConotrvctIon _ be .. \hide w ."/10.10 W.WF_
N.T.S.
~2' Brnss
~90. Bend
CITY [T CLEAR....ATER, FLORIDA
ENGINEERING DEPARTMENT
B. V.D.
...11:
ot/l:5ill
,....
IIF 1
BLO....OFF
DETAIL
IDtIIPtDl
_.
.
ru
,
LI' 9 SIB' "
~/////@
I
10 SIB'
9 7/B'
B'
I
I
!
I
DETAIL I!
I
13 1/2'
CLEANDUT PLUG
N.T.S,
NOTEI
Clennout plug to be
U.S. Foundry 7621
or equnl.
...11:
CITY or CLEAR....ATER, FLORIDA
ENGINEERING DEPARTMENT
ST ANDARD UJS7/9:5
CLEAN OUT INIlD ....
0. o.r 304
1 ...1
IDalII'T1IIl
_.
." .J.S.
T .c.J.
Exlet Conc DrlYll
".
E-e
,ga
It
,,' MIn Residential Street I' Clt R
5' MIn Arterial Street 2' County R
1/". pM" Foot
_~...': i"....: :..~.:.. JI':-
Bock of CUrb
3000 pel Conc ". Thick. Constr.
6. Thick at DrIYllways with
6x6 11 0 Welded WIre Mesh.
See Note 7.
SECTION B-B
II. Rampo SIl"" H.... a TactI. !bfoco, T_ to 0
Ooplh Not Excoedln, 1/8. by .... of Temp cr raft...
In Confonnoneo with "oqulrem..ta of FOOT
R-ar ...d Tnsfllc Dook7I stmdardo, DotoI 304
Or lloot R-.t __
.-y. MTI:
119I5 _ .....
lII93 _ arIl cut .NR
CITY Of CLEAR....ATER, rLORIDA
ENGINEERING DEPARTMENT
~'f' TYPICAL SlDEWAU< 1""1
CONSTRUCTION AND "ni....
RAMP DETAIL
DDalPTWM
_.
1 fIIF ~
TYPICAL FIRE HYDRANT SETTING
N.T.S.
IB' Min.
24' Mnx.
Box
Hydrnnt AsseMbly
<Typ.)
ONL Y APPROVED
Kennedy Gunrdlnn No. K -BIA
Muller Centurlnn No. A-423
U.S. Pipe Metropolltnn
DIstance Vnrles
Box
z
c
x
Joint Vnlve
.
\D
I
N
CONTROL S
N.TS
Connecting Piece w/lntegro.lI I
cnst Mech. Joint Glnnd on ~
one End-D.I. Rotntnble Mech.
Joint Gland on Other End.
"'-Restrnlnlng Joint <Typ.)
CITY Of CLEAR'w'ATER, FLORIDA
ENGINEERING DEPARTMENT
B.V.D. TYPICAL HYDRANT o:l/llf/'J3
SETTING ~JG
ING SLEEVE L VALV 402
_. BY CITY 4IF4
NillES.
1. All Fire Hydrnnts to hnve 5 1/4' Vnlve Sent.
2. See Index It 407 for Jnck 8. Bore Details.
lEV. ..11:
IDt1lII'TD
3'
r See Index No. 301
/
Poured EncnseMent
pIpe entry
~ 4 layers of brick
Approved bnrrel Joint seals
nre 'O-Rings' nnd 'RnM-Necks'.
Two continuous rings at nil
Joints.
Concentric cone (FIn t cover
on shnllow Mnnholes 0' to
4' depth)
Steel reinforceMent
5' Min. wnll thickness
type 11 acid resistant
ceMent 4000 p.s.l.
Grout fill opening with
non-shrink Mortar
Grout flow chnnnel
pipe requires Mnnhole
adnpter coupling by Flo
Control, Inc., or npproved
wnter stop coupling.
NOTES
1. Precnst Mnnhole drop May be approved by City
Engineer. Shop drawing subMittal required.
2. Drop required when 2' or over.
3. Mnnholes shnll hnve nn Interior and exterior co tl
of nt least 15 Mils dry -thickness PROLO EP214-
Epoxl-Mnstlc or Koppers bltuMnstlc blnck solutio
300M.
IDCIm'11IIl
CITY Of CLEAR....ATER, FLORIDA
ENGINEERING DEPARTMENT
~ PRECAST ,Af
IKQID In' SANITARY MAmD..E MD ....
V.JS. DE TAIL 3Ol!
_. llUTSlDE DRIP e IF 3
lEV.
11I11:
Inlsh To E"lstlng Surfo.c~ 'w'lth
PC 111 Aspho.ttlc Concr~t~
.'
OMpQ.ct~d Bo.slt - Thickness of IJrlglno.l + 2'
MInIMUl'l Thlckness B'
12'
12'
COMpQ.ct~d
Bo.ckflll
~Und1sturb~d Tr~nch Sldlt
NOTES
Trench bo.ckf'ltled In 9' cOMpo.cted
lo.yers. Density to.ken ltvltry 300 It.
2 BOose 1'I00y be replo.cl!d with Aspho.ltlc
Concrete with prior o.pprovo.t of'
City Engineer.
3 On longl tudlnal "'5 to.llo. tlon requtrlng
resurfo.clng full width of po.vel'll!nt,
finish bo.se to 1'I00tch l!"lstlng po.vl!l'Ient
surface o.nd pr"e. Then resurf'o.ce 0.5
dlrl!ctl!d by thtr City Engineer.
lEV.
CITY [T CLEAR....ATER, FLORIDA
ENGINEERING DEPARTMENT
~ STREET REPLACEMENT ~~
OOXIU In' FOR UTlUTY AND HID III
GLJ. RAINAGE CUTS 05
-. CJt.H. I ... I
11I11:
IDalII'T1IIl
~
R/'W
I
I Veri..
Finish grnde to
allow 0.4' Min., 1.0'
Max. fall frOM
property line to
~
....
f
i
CITY O'WNED
AND
MAINTAINED
HOMEOIJNER OIJNED
AND MAINTAINED
6' Service Ln ternl
SECTION
ANY VARIANCE MUST HAVE
'WRITTEN APPROVAL OF THE CITY
ENGINEER.
CITY OF ClEARWATER, nORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
NOTE'
All In ternl Mn terlnls, Including
approved Cleana. I t hnrdware, nre
to extend to the R/'W or to the
enseMent line ns noted.
""
B. V.D.
'"*Jmr.
STREET LATERAL
DETAIL
DAlE
:5/22/00
"'W'-
I... 2
_.
DAM
--
_.
SIB'
Min. 4 Required
RING - HALF PLAN
.
ru
t.
Cl
36'
23'
21'
Mnchlned SurfnG
.
v
,
M
,
....
.
,....
I"
RING - SECTION
MInIMUM 'Weight 7' 232 lbs.
9' 27B lbs.
NOTES
1. "'here roadwny bnse Is B' or thicker use 9' rln ,
nlll other cnses 7' ring Is perMissible.
2. M,nnufncturers Model of storM ring nnd cover t
be npproved by City Engineer.
Lot
2L-11-
;WM
v "
- - - -- -- _l_ -- - - -'Wnter
Cur
Mnln- -1- - - _.1.. - - -- - - - --
1
1
1
@
'Wnter Servl
<Typ.)
Snn. -
WM b
2L-1
I
NOTE, SANITARY LATERALS TO BE
W'ITHIN 10' OF CENTER OF LIll ON
DO'WNHILL SIDE OF CENTER OF LOT.
PLAN VIEW'
IRIM M.H.
of Street
Snnltnry
PROFILE
-.
J
.
Pick Hole 7 S
1-1/4' -117 ....
Required
Non Skid
Pnttern
Required
... \I}
en,
SOLID COVER
.
v.
,ru
7t.
I 22-3/4' l-.l 0
~~JI
Mnchlned Surface
.~
..
SOLID COVER SECTION
MiniMUM 'Weight 12B lbs.
lEV.
,~
1IIn:
CITY or CLEAR....ATER, FUIRIDA
ENGINEERING DEPARTMENT
~~In' ~:
D€D<D In' SANITARY SE....ER ..x III
V..lS. MANHILE COVER
-,,
IIDOlII'T1IIl
v..&s.
_.
I... e
Lot
Lot
f'r/w line
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I Drawn By: LB. I
I Checked By: H.G. I
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2' Joint In pIpe entry
"'-Side Lot Line
<Typ.)
Issue Date:
Revisions:
No. Date
. lr
J Max Slope ~1. '1.C:::;::::::-- Max Slope
k 7b:i~i!';'1'f ;-"f;',:;.",,,O! """- .
/ . . 1/2 Exp. Joint
1 2 Exp. Joint I 6.
TYPICAL DRIVEWAY CROSS SECTION
Lot
'Wn ter Mnln
MaIn
CITY OF' CLEAR....A TER, FLORIDA
ENGINEERING DEPARTMENT
B.V.D. SANITARY LATERAL 06r~/94
LDCA TlONS
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01/26/04
Descri tion
THIS DRAWING IS AN INSfflUMENT or SE/MCE AND SHAll. REMAIN THE PROPERTY- Of TllE
ENGINEER, AND SfWl. NOT BE REPRODUCED, PUBUSHID OR USED IN N<< WAf WITHOUT
mE CONSENT Of mE ENGINEER. (QCOPYRIGHT 2003 NOr P\.IBUSHED
Q~;: r/Gc::;t;i
. MAY 12 200;
C6.2
ARTHUR R. PATAK, P.E., #44894
COPIES OF mESE PLANS ARE NOT VALJO UNLESS-
EMBOSSED WITH mE SIGNING ENGINEER.S SEAL
1176. 76J(f~)
- __L_ _ ____ __ __
__ _J__ _ _
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BARRIERS
EX. SANITAI~Y
ANHOLE
RIM. EL. 4,91
INV. L. 2.26
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LA1ERAL
_ _ _ _ _ _ _ _ _ _ _ _ ~~~~~~~~!r1i-~-1~~~T- _ _ _ _ _ _ _ _~_/_E:.SJ;E~A~._ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __
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S 8 9 0 :3 0' 111 " [ ( fJ ) '1 9 9 . :3 6 ' (i)) 1 ~) 9
I
20' x20'
VI~IBILlTY
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6
(1) STORY
FRAME
~-
5.0
[-
:J
5.8
QTY CODE COMMON NAME BOTANICAL t~AME
--- - ALD CYPRESS TAXODIUM DISTICHUM
15 WR WASHINGTONIA ROBUSTA MEXICAN FAN PALM
45 PO PETITE PINK OLEANDER NERIUM OLEANDJ::R
22 SP SABAL PALM I SABAL PALMETTO
243 IH INDIAN HAWTHORNE RAPHIOLEPIS INDICA
6 SB SILVER BUTTONWOOD CONOCARPUS ERECTUS SERICEUS
24 VL VARIGATED L1GUSTRUM I L1GUSTRUM JAPONICUM
,
175 PM PODOCARPUS MAKI PODOCARPUS M~~ROPHYLLUS
146 WF WHITE FOUNTAIN GRASS PENNISETUM SETACEUM
TBD SOD FLORITAM GRASS FLORIT AM
SIZE & SPACING
10' HIGH, 2-1/2" CAL., 25 GAL.
10' CT
18"x18", 3 GAL., 36" O.C.
10' c.L, B&B
12"x 12", 24" O. ., 3 GAL.
I NES Comm.: 0406 I
I Drawn By: LB. I
I Checked By: H.G. I
Issue Date: 01/26/04
Revisions:
No. Date Descri tion
5.2
10' HIGH, 2-1/2('
18"x12", 3 GALLCDN,
18"x12", 3 GALLON,
18"x 12", 3 GALL N,
CAL.
,
3 O.C.
2' O.C.
30" a.c.
5.4
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WALL
TOP EL. 5.0
TOP EL. 5.0
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SECllON A-A
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LEVEL
(SEE ARCH.
PLANS)
-------- -
COLONY SURF, A CONDO!v~INIUM
CONDOIv1INIUM PLA T BOOK 68 PAGE 49
13
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0,-------------01-1-w-------199. 36
_ _ _L_ANQ_ CAPE PLAN PREPAR
CHUCK BUTLER - -
( F) BUTLER'S NURSERY, INC.
7011 75th. STREET N.
PINELLAS PARK, FL 33781
1727)5," 4-0445
FAX(7~ 7)541-5027
BY
G- O~ I'W- - -[]HVf---- DH'v1 -00-00---- ---~, ----- --------- - - ---
\,Ip;- -+--.... .-.. ~.. ....-: .~....................................~........................
L 1.1
MEG~".
20' x20'
VISIBILITY
TOI ^ f\1 ('I L
~ e,. · W .;r.;. - _~ R- · · · · · · · · · · · · · · · · · · · · · . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _
MEG CAM~~,t~T-~FTvBEET
[
SANITARY MANHOLE
- . -=.' =- ' ,- - -=_ -, - -~ -~_- - - . - ' - , -- - 7
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HABITAT MANAGEMENT AND
LANDSCAPING PERMITS.
1. A HABITAT MANAGEMENT AND LANDSCAPING PERMIT IS REQUIRED
FOR THE DEVELOPMENT OF THIS PROJECT. APPLICATION, SHOULD NOT
BE MADE UNTIL FINAL ADMINISTRATIVE APPROVAL HAS BEEN, GRANTED.
I
a. AN APPLICATION AND AN EXTRA COpy OF THE APPROVED FINAL
APPLICATION PLAN MUST BE SUBMITTED TO THIS DEPARTMENT IN
ORDER TO PROCESS THE PERMIT.
b. ALL EXOTIC SPECIES, I.E., BRAZILIAN PEPPER (SCHINUS TEREBIN-
THIFOLlUS), PUNK TREES (MELALEUCA QUINQUENERVIA), AND CHINESE
TALLOW (SAPIUM SEBIFERUM) MUST BE REMOVED AS A CONDITION OF
SITE DEVELOPMENT. WHERE NECESSARY DUE TO THEIR PROXIMllY TO
PROTECTED PLANT MATERIAL, HAND REMOVAL WILL BE REQUIRED.
SHOULD THIS REMOVAL BE TO A DEGREE THAT A POTENTIAL FOR
EROSION IS CREATED, THE AREA MUST BE RESTABILlZED WITH SUITABLE
MATERIAL.
c. ONCE FINAL ADMINISTRATIVE APPROVAL (FAA) HAS BEEN GRANTED, A
BARRICADE INSPECTION CAN BE SCHEDULED. WHEN THE BARRICADES
HAVE BEEN APPROVED THE PERMIT CAN BE lYPED AND RELEASED.
I
TREE PROTECTION AND PRESERVATION.
TREE BARRICADES AND EROSION CONTROL MEASURE REQUIREMENTS:
1. TREE BARRICADES AND/OR SILT SCREENS OR HAYBALES SHALL BE
REQUIRED ALONG THE EDGES OF VEGETATED AREAS TO BE PROTECTED
PRIOR TO THE ISSUANCE OF HABITAT MANAGEMENT AND LANDSCAPE
PERMITS. THE LOCATION FOR EROSION CONTROL MEASURES ARE SHOWN
ON THE CONSTRUCTION DRAWINGS.
2. ALL DESIRABLE TREES MUST BE RETAINED WHEREVER POSSIBLE.
IT WILL BE REQUIRED THAT PROPOSED IMPROVEMENTS (i.e. BUILDINGS,
WALKWAYS, DRIVEWAYS, POND BANKS, DRAINAGE SYSTEMS,: ETC.) BE
ADJUSTED TO RETAIN DESIRABLE TREES. GRADE CHANGES MUST BE
SENSITIVE TO TREES REMAINING. IN GENERAL, NO GRADE: CHANGES
SHOULD OCCUR WITHIN THE CANOPY DRIP LINE OF PINE TREES AND
2/3 THE CANOPY DRIP LINE OF HARDWOOD TREES TO BE SAVED.
LANDSCAPING
1. EACH LANDSCAPING AND REPLANT TREE MUST BE PLANTED WITHIN
A MINIMUM FIVE (5) FOOT BY TEN (10) FOOT OPEN SPACE PLANTER
WITH SUITABLE GROUND COVER. LANDSCAPE TREES MUST, BE PLANTED
IN SAME VICINllY AS VEHICULAR USE AREAS IN ORDER TO BREAK THE
MONOTONY OF UNBROKEN EXPANSES OF PAVING. TREES: MUST NOT
BE PLANTED WITHIN MAINTENANCE EASEMENTS. I
I
2. THE USE OF XERISCAPE DESIGN MUST BE UTILIZED FOR THE
REQUIRED LANDSCAPE DESIGN. THE DESIGN DEMONSTRATES THE USE
OF A LOW VOLUME IRRIGATION SYSTEM, ORGANIC MULCHES,' DROUGHT
AND COLD TOLERANT PLANT MATERIAL, ZONING OF PLANT :MATERIAL
BY WATER REQUIREMENTS, SOIL AMENDMENTS (IF NECESSARY) AND THE
PRACTICAL USE OF TURF. : :
I
3. NEW LANDSCAPING MUST BE PROTECTED FROM VEHICULAR MOVE-
MENT BY WHEEL STOPS, RAILROAD TIES, OR OTHER SUITABLE BARRIER,
WHERE POSSIBLE, THE AREA BETWEEN THE BARRIER AND LANDSCAPE
MATERIAL SHOULD REMAIN AS GREENSPACE. !
I '
4. LARGE TREE SPECIES PROPOSED FOR INSTALLATION MUST BE A
MINIMUM OF 20 FEET AWAY FROM BUILDINGS, SIGNS, FENCES, LIGHT
POLES, UTlLllY LINES AND ANY OTHER OBSTRUCTIONS THAT MAY
IMPAIR NATURAL GROWTH. I .
,
5. TREES PROPOSED FOR INSTALLATION MUST NOT BE IN' CONFLICT
WITH PROPOSED OR EXISTING UTILllY LINES OR STRUCTURES, EASE-
MENTs OR OTHER AREAS WHICH MAY REQUIRE EXCAVATION IN THE
EVENT OF SYSTEM FAILURE. THESE FEATURES SUCH AS THE WATER
LINES MUST REMAIN OUTSIDE THE 5' X 10' PLANTER AREA.
I
,
6. SOILS WITHIN PLANTER BEDS MUST BE SUITABLE FOR PROPOSED
PLANTED MATERIAL WITH REGARDS TO pH, SOIL TEXTURE, SOIL
STRUCTURE, AND SEASONAL HIGH WATER TABLE. ·
7. ALL LANDSCAPE MATERIAL MUST BE FLORIDA GRADE #1 OR BETTER.
8. ALL REQUIRED TREES MUST BE A MINIMUM OF 6' HIGH, 1-1/2"
CALIPER AT TIME OF PLANTING. !
9. ALL HEDGES MUST BE 24" HIGH AT THE TIME OF PLANTING,
PLANTED AT 30" ON CENTER, AND BE MAINTAINED AT A MINIMUM OF
3' IN HEIGHT.
10. WHERE LANDSCAPE OR REPLANT TREES ARE PROPOSED TO BE
PLANTED IN THE PERIMETER BUFFER, THE BUFFER MUST BE A MINIMUM
OF 5' WIDE.
IRRIGATION NOTES
1. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED
WATER MUST BE USED AS A SOURCE OF IRRIGATION WATER. THE DIST-
RBuToN SYSTEM FOR IRRIGATION MUST NOT BE CONNECTED TO
COUNlY OR MUNICIPAL WATER SOURCES, UNLESS IT CAN BE DEMON-
STRATED THAT THESE SOURCES ARE NOT AVAILABLE. ~
2. IRRIGATION SYSTEMS MUST UTILIZE LOW VOLUME DESIGNS SUCH AS
LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT AP-
PLICATION AND LOW EVAPORATION. SYSTEMS THAT OVERSPRAY AREAS
THAT DO NOT REQUIRE IRRIGATION, SUCH AS PAVED AREAS. WILL NOT
BE ACCEPTABLE. HIGH IRRIGATION NEED AREAS MUST NOT OVERSPRAY
LOW NEED AREAS.
3. HIGH WATER DEMAND LANDSCAPE AREAS SUCH AS TURF MUST BE
SERVED BY A SEPARATE IRRIGATION ZONE THAN LOW WATER NEED
PLANTER BEDS, OR MULCHED AREAS WITH TREES. IN NO CASE, SHALL
ANY PLANTED VEGETATION AREA BE MORE THAN 50' FROM A WATER
SUPPLY HOSE BIB8.
4. AUTOMATIC IRRIGATION SYSTEMS MUST BE OPERATED BY AN IRRI-
GATION SYSTEMS OPERATED BY AN IRRIGATION CONTROLLER
CAPABLE OF DIFFERENTIATING BETWEEN THE SCHEDULES OF HIGH AND
LOW WATER DEMAND AREAS. CONTROLLERS MUST HAVE MULTIPLE
CYCLE START CAPACllY AND A FLEXIBLE CALENDAR PROGRAM ABLE TO
BE SET TO COMPLY WITH LOCAL OR WATER MANAGEMENT 'DISTRICT
IMPOSED RESTRICTIONS.
5. AUTOMATIC IRRIGATION SYSTEMS MUST BE EQUIPPED WITH RAIN
SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION
CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS
OCCURRED.
...
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.....
IRRIGATION NOTES ICONTINUEDI
THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND IRRI-
GATION SYSTEM TO COVER 100% OF ALL ON SITE PLANTING AREA.
THIS SYSTEM SHALL CONTAIN BUT NOT LIMITED TO THE FOLLOWING:
1. UNDERGROUND PIPING, SHALL BE PVC SCHEDULE 40 OR BETTER.
2. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES.
3. SPRINKLER HEADS COMPATIBLE WITH THE lYPE OF PLANTING.
4. ELECTRIC VALVES.
5. GAUGE 14 UF COPPER WIRE.
6. FIBERGLASS OR PLASTIC ZONE VALVE BOXES.
WHERE PIPING IS UNDER DRIVEWAY AND CONCRETE WALKS, THE PIPES
SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE.
MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACTURED BY
RAIN BIRD CO. OR APPROVED EQUAL.
THE CONTRACTOR SHALL SUBMIT A SYSTEM LAY-OUT ALONG WITH
CATALOG SHEETS OF ALL COMPONENTS IN THE SYSTEM TO THE
OWNER FOR APPROVAL PRIOR TO INSTALLATION.
lJ~~~ ~ ~[}={]~lUJ(8) ~[L~~lJ~~@ [Q)~lJ ~~[L~
3" Minimum Mulch
3" Soil Saucer
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~1. .1 Mm,. 6~.Min. 1, '": Planting Soil Mixture
=-111 . ,'." '. . '. ,: 11: :',1
:11-' M ~j nlll" di jj~llli~~n Illilii~lf Existing Soil
THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR
ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE ARCHITECT/
ENGINEER.
ANY AND ALL USE OF HOSE BIBBS IN ASSOCIATION WITH
NON-POTABLE WATER SUPPLIES SHALL BE IN FULL COMPLIANCE
WITH SBCCI STANDARD PLUMBING CODE, CHAPTER VI CRITERIA
REFERENCE COLOR CODING OF ABOVE GRADE RISER PIPING
AND LABEL/TAGGING OF OUTLETS AS NON-POTABLE WATER SUPPLY.
SHRUB PLANTING DETAIL
N.T.S.
ANY BUILDING TO BE DEMOLISHED IS SUBJECT TO NOTIFICATION
TO THE AIR TOXICS SECTION OF THE COUNlY DEPARTMENT
OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY DEMOLITION OF
BUILDINGS.
XERISCAPING
1. ORGANIC MULCHES AND/OR DROUGHT TOLERANT GROUNDCOVERS
WITHIN PROPOSED LANDSCAPE PLANTER BEDS.
2. DROUGHT AND COLD TOLERANT PLANT MATERIAL.
3. GROUPING OR ZONING PLANT MATERIAL BASE ON SIMILAR WATER
REQUIREMENTS AND THE LOCATION OF PROPOSED IRRIGATION
WATERING SYSTEMS.
4. THE USE OF SOIL TESTING TO IDENTIFY SOIL CONDITIONS NECES-
SARY FOR THE CONTINUED SURVIVAL OF PROPOSED LANDSCAPING.
5. ORGANIC SOIL AMENDMENTS (SUCH AS TOP SOILS, MANURE'S, PEAT
AND COMPOSTED MATERIALS) MIXED EXISTING SOILS WITHIN LANDS-
CAPING PLANTER BEDS TO DEPTHS CONSISTENT WITH THE ROOT DEPTH
OF PROPOSED PLANTED MATERIAL (USE ONLY IF EXISTING SOIL
CONDITIONS WARRANT THESE AMENDMENTS).
0. THE PRESERVATION AND INCORPORATION OF EXISTING PLANT
CO~vfMUNITIES ON SITE INTO THE LANDSCAPE PLAN.
7. THE MINIMAL USE OF TURF GRASSES WHICH REQUIRE FREQUENT
IRRIGATION.
8. LOW-MAINTENANCE DESIGN.
TREE & SHRUB PLANTING DETAILS
1. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION
SHALL BE BALLED OR BURLAPPED, BARE ROOT TREES ARE NOT AC-
CEPTABLE. ALL NONBIODEGRADABLE WRAPPINGS WILL BE REMOVED
AND BURLAP WILL BE FOLDED DOWN TO ENHANCE WATER ABSORPTION.
IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND
BURLAPPED TREES. THE FI RST FEW ROWS OF EACH BASKET WILL BE
REMOVED AT THE TIME OF INSTALLATION.
2. SUPPORTING APPARATUS SHALL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON. ALSO THE FLEXIBLE ATTACHMENTS SHALL BE USED
WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS/STEMS
TO PREVENT CAMBIAL DAMAGE.
3. PLANTING HOLES ASSOCIATED WITH PROPOSED TREES MUST SLOPE
(NOT COMPACTED) AND A MINIMUM OF 18-24 INCHES WIDER THAN
THE DIAMETER OF THE ROOT BALL. TREES SHALL BE INSTALLED SUCH
THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF
THE PLANTING HOLE. TREES SHOULD BE INSTALLED 3 - 5 INCHES
ABOVE GRADE ON SITES CONTAINING CLAY. A 2 - 3 INCH LAYER OF
ORGANIC MULCH MUST ALSO BE PLACED OVER THE ENTIRE SURFACE
OF EACH PLANTING HOLE. TO PREVENT FUNGAL INFECTION MULCH
SHOULD BE PULLED BACK A FEW INCHES FROM THE BASE OF EACH
TREE.
6' - B'
.
4. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENTS
WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE
THROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A
DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF PROPOSED
PLANT MATERIAL.
4'
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CONCRETE CURBING
ASPHALT PAVEMENT .
ROAD BASE ~
NOTE: ALL TREE STAKES AND SUPPORT WIRES
WILL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON.
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For Cabbage Palms:
All Trunks to be Smooth and
All Burn Marks Brushed Away
For Washington Palms:
Leave 011 boots on trunk
2 Layers Burlap Pad at
Support Contact - No
NailS in tree Wood
Wire Tie
..
J
NOTE: ALL TREE STAKES AND SUPPORT WIRES
WILL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON.
Remove Dead and Injured
Twigs, Trim No Leaders,
Retain Natural Shape.
3/4" - 2 Ply Reinforced
Rubber or Plastic Hose
White SlIrveyor's Tagging
Tape, 6 Length
-...tIl
tn.
3 - 12 Guage Galvanized Wires
Spaced 120 Around Tree and
Set At A 4S'Angle With 3- * 68
Duckbill Anchors Or Equal
Mound To Form Soucer
3" Minimum Mulch Loyer
Remove Burlap From
Around Top Of Boll
Planting Soil Mixture
.~
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TREE ST AKING & PLANTING DETAIL
ADJACENT TO OR WITHIN V.U.A.
N.T.S.
CROWN SPREAD
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2- x 4- Broce (Yellow Pine)
Space Three at 120' Typical
Remove after one growing season.
2" x 4' Stoke (Yellow Pine)
Three Feet Long
Remove after one growing sea90n.
Saucer Rim
Flnillh Grode
3- Minimum Mulch
Rootball, 16" Minimum
Radius From Trunk
PALM STAKING & PLANTING DETAIL
N.T.S.
Provide 0 minimum S'x10'
unobstructed panting area
NOTE: ALL TREE STAKES AND SUPPORT WIRES
WILL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON.
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For Cabbage Palm Installation:
Trim All Fronds at Time
of Digging and Planting
For Washln$}ton Palm Installation:
Leave inSide row of fronds
Tie up with biodegradable twine
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Remove Dead and Injured
Twigs, Trim No Leoders,
Retain Natural Shope.
3/4" - 2 Ply Reinforced
Rubber or Plastic Hose
White Slirveyor's Togging
Tope, 6 Length
I NES Comm.: 0406' I
I Drawn By: LB. I
I Checked By: H.G. I
3 - 12 Guage Galvanized Wires
Spaced 120 Around Tree and
Set At A 4S'Angle With 3- * 68
Duckbill Anchors Or Equal
Remove after one growing season.
Mound To Form Saucer
3" Minimum Mulch Loyer
Remove Burlap From
Around Top Of Boll
Planting Soil Mixture
Issue Date: 01/26/04
Revisions:
No. Dale Descri lion
TREE STAKING & PLANTING DETAIL
N.T.S.
lJ~~~ (8)~~~~~~[Q)~ i[Q)~lJ ~~[L~
1" X 4" Horizontal Wood
Members or
Approved Substitute
2" x 2"
::::I Vertical
Wood Stokes
-.
Barriers Placed at Protective Radius
5. PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS MUST
BE CONSTRUCTED SUCH TIHAT L1MEROCK, ASPHALT, CONCRETE OR ANY
OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO
THE PLANTING AREAS.
.
213rd's drlpllne lar hardwoods 16'mlnl
lull drlpllne for pinel 16'mlnl
6. THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLICATION OF
PAINTS/TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED
BY THE INTERNATIONAL SOICIETY OF ARBORICULTURAL.
TREE BARRICADE DETAIL
N.T.S.
7. PLEASE NOTE THAT THE USE OF FERTILIZERS DURING PLANT
INSTALLATION IS NOT APPROVED. SCIENTIFIC EVIDENCE INDICATES
THAT FERTILIZATION (SPECIFICALLY, THE APPLICATION OF NITROGEN)
OF TREES/SHRUBS WITHIN THE FIRST GROWING SEASON INHIBITS ROOT
GROWTH. THE LANDSCAPE BUFFER STRIP MUST BE CONSTRUCTED
SUITABLE FOR PLANT MATERIAL INSTALLATION.
...
'.....
HARDWOODS
A : 3'x2"x2"
B : 12"
C : 4'-5'
D : 1"x2"
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mE CONSENT OF mE ENGINEER. QCOP'fflJGHT 2003 NOT PIJ.Bl.l5HED
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COPIES OF THESE PlANS ARE NOT VAUD UNLESS
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I Drawn By: LB. I
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N 89020'16"W 62.01'
Issue Date: 01/26/04
Revisions:
No. Date Descri tion
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IRRIG ,TION PLAN PREPAR -' BY
(F) ~~~~~:R~ij~~~~ERY, INC. --
7011 75th. STREET N.
PINELLAS PARK, FL 33781
17271544-0445
FAX:7271541-5027
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COLOR SCHEME:
(2) ROOF TILE:
RED/ORANGE MCA CLAY TILE #8204 OR SIMILAR
12' MAIN BUILDING WALLS / COLUMNS:
\::.J GLIDDEN HAZELWOOD 30YV65/258 OR SIMILAR
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CITY OF CLEARWATER. PI NELL AS COUNTY. FLOn IDA. BE I NG FUlnIlEI~ DECR WEIJ
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LOTS 3. 4. 5 AND 14. INCLUSIVE. BLOCK 2 OF nEVISED MAP OF CLEMlWATEn BEACII.
/\CCOnDING TO TilE MAP OR PLAT TIIEnEIJF' AS REcorWED IN PLAT [JOOK 11. PAGE 5
DF TilE PUBL IC nECOIWS OF P INELLAS COUNTY. FLOn IIJA.
NOTES:
1. BEAR I NGS SHUWN HEnEON AnE BA:iED ON TilE COASTAL CONS -II~UCT I ON CONTnOL LINE
REFERENCE MONUMENTS 15-90-DA-09 AND R040 PNLS97 AS PROVIDED OYPINELLAS
COUNTY FLORIDA. HAVING A BEAniNG OF SOUTII 02"23'19" EAST.
2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988.
J. BENCHMARK - PINELLAS COUNTY BENCHMARK MAP No. 148, BRASS DISK IN CONCRETE
POST, STAMPED F-3. PINELLAS COUNTY ELEVATION = 3.500 (1929 DATUM), LABINS
ELEVATION = 2.72 (1988 DATUM).
.1. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRAC'l OF TITLE. -lIIERE MAY BE
ADDITIONAL RESTnlCTIONS THAT ARE NOT SHOWN ON TillS SURVEY.
~. ALL pnOPERTY CORNERS ARE SET CAPPED (5/8") InON nOD. lO 6928 UNLESS
OTHERWISE NOTED.
G. FLOOD ZONE INFORMATION:
COMMUNITY PANEL No.: 121030 0102 G
FLOOD ZONE: ZONE AE (EL.12) AND VE (El..13)
nEVISED MAP DAlE: SEPTEMOEn 3. 2003
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FORsANJANI ABHYANKAR
CLEARWATER, FLORIDA 33765
PROF~SSIONAL SURV~YORS AND MAPP~RS
8016 OLD COUNTY ROAD No. 54
NEW PORT RICHEY, FLORIDA 34653
OFFICE: 727-834-8140 FAX: 727-834-8150
LB 6928
TOPOGRA][-1>][-][][C
SUR VE"1r
LAST ~~RD~_D/' MARC", e. 2nD< O3/UD/D'
_t____ ~~C}__
BnUCE ^. KLEIN. PS ~52
FLon lOA REG I STtllEO SURVEYOR
HOT VALID WIT'''JI/T TIlE ~1r;IIAl\InE MIO onlnllllll "^I~EO SlAL
or ^ FLORIDA L1eEIISEII SURVEYOR MIll IMrrER
= DErWTES WOOD POWEll POLE
= DENO-I ES (;IJY WIRE &. ANCIIOIl
= FOUND CON;RE1-E MONUMENT
= FOUNIJ InON nOD
= rOUND CAPPED IRON 1l0D
= FOUND IRON PIPE
= FOUND PI NCIIED I rWN P) PE
= RADIUS
= ARC DISTAI'KE
= CIIURD BEAIi HJG
= DELTA
= OFFICIAL REconDS OOOK
= OVERIIEAD WillES
= PAGE
= PLAT OOOK
= PLAT
= MEASUI~ED
= FIELD
= RAIJIA~
= CALCULATED
= DEED
= FOUND
= LOWEST FINISH FLOOIl ELEVATION
= WATEIlMETER
= RECLAIMED WATEIi
= BACKFLOW PRE VENTER
= LIGHT POLE
= IDENTIFICATION
= SET PARKER KALON NAIL &. DISK
= FOUND PARKER KALON NAIL &. DISK
= LICENSED BUSINESS
= CONCRETE
!J:~ 'l
SCALEl
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FOUND BRASS DISK
IN CONCRETE SEAWALL
STAMPED "R040 PNLS 97"
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99149
18-25
SIIEET !!o. I
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