FLD2003-03017 (3)
FLD2003-03017
2551 HARN BLVD
KB HOME TAMPA, LLC
PLANNER OF RECORD: MHR
ATLAS # 317B
ZONING: MDR
LAND USE: RM
./
RECEIVED: 03/19/2003
INCOMPLETE:
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TAMPA
15' .18'
TOWNHOMES
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KB HOME
OF TAMPA, INC.
.
719 US Highway
301 South
Tampa, FL 3361 9
TEL: (813) 628-9660
FAX: (8 13) 628 - 9 556
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04/25/2003
JI
PROJECT NO.: 1250999:04
PROJECT MGR.: JB
ISSUE DATE:
DRAWN BY:
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FOR INTERNAL LJ5E ONLY
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TAM P A
15' .18'
TOWNHOMES
.
.
.
.
.
.
.
.
KB HOME
OF TAMPA, INC.
.
719 US Highway
301 South
Tampa, FL 33619
TEL: (813) 628-9660
FAX: (813) 628-9556
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ISSUE DATE: 04/25/2003
DRAWN BY: JI
PROJECT NO.: 1250999:04
PROJECT MGR.: JB
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FOR INTERNAL WSE ONL '(
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9O,DECORATIVE KNEE BRACE - FYPON OR EQUAL,
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4. <So.1. FLASHIN<So 4 SADDLE/CRICKET SEE ELEVATION FOR PART **
23. FRIEZE BOARD 91. DECORATIVE TRIM - FYPON OR EQUAL, 41. II'{AIN5c.OT
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· ARCHITECTURE ·
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TAMPA
15' .18'
TOWNHOMES
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KB HOME
OF TAMPA, INC.
.
719 US Highway
301 South
Tampa, FL 33619
TEL: (813) 628-9660
FAX: (813) 628-9556
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ISSUE DATE: 04/25/2003
DRAWN BY: JI
PROJECT NO.: 1250999:04
PROJECT MGR.: JB
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FOR INTE:RNAL l!5E ONLY
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00 ELEVATION NOTES
NOTE: q. DECORATIVE SHUTTERS - SEE ELEVATION FOR SIZE lb. STONE VENEER PER SPEc,'S 28. DECORATIVE C,OLUMN V'iITH STRUC,ruRAL INSERT - BEl. OPTIONAL DOOR/V<lINDOV'i - REFER TO PLAN Of'TIONS
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I, ROOF MATERIAL - REFER TO ROOF NOTES SEE ELEVATION FOR PART It 20. REVEAL 2". DEC.ORATIVE C.OLUMN BASE - FYPON OR EQUAL. Bb.5c.ORIN6
SEE ELEVATION FOR PART It
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SEE ELEVATION FOR PART It
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SEE ELEVATION FOR PART '* 2;, NOT IN USE 34. CONC.RETE STOOP/PORCH - SEE SLAB INTERFACE PLAN.
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· ARCHITECTURE ·
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TAMPA
15' .18'
TOWNHOMES
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KB HOME
OF TAMPA, INC.
.
719 US Highway
301 South
Tampa, FL 33619
TEL: (813) 628-9660
FAX: (813) 628-9556
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04/25/2003
JI
PROJECT NO.: 1250999:04
PROJECT MGR.: JB
ISSUE DATE:
DRAWN BY:
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FOR INTERNAL USE ONLY
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SHEET:
3.AI
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· ARCHITECTURE ·
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TAMPA
15' .18'
TOWNHOMES
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KB HOME
OF TAMPA, INC.
.
719 US Highway
301 South
Tampa, FL 33619
TEL: (813) 628-9660
FAX: (813) 628 - 9556
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ISSUE DATE: 04/25/2003
DRAWN BY: JI
PROJECT NO.: 1250999:04
PROJECT MGR.: JB
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lID ELEVATION NOTES -
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SEE ELEVATION FOR PART $I
2. 2X FA5GIAI6ARG>E BOARD ~ITH ALUMINUM FASCIA CAP II. RECESSED ELEMENT 21. SOLDIER COURSE 9c:t, BOX e.OLUMN BY TURNKEY MILL~ORK
BO. DECORATIVE KNEE BRACE - FYPON OR EGlUAL,
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SEE ELEVATION FOR PART $I
4. G,I. FLASHIN6 4 SADDLE/CRICKET 2B. FRIEZE BOARD BI. DECORATIVE TRIM - FYPON OR EGlUAL. 41, ~INSe.OT
5. G>.I. DRIP Se.REED lB. CEMENTITIOUS FINISH OVER DECORATIVE CORBEL SEE ELEVATION FOR PART $I
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SEE ELEVATION FOR SIZE 26. CONCRETE BLOCK COLUMN
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ARCHITECTURE
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TAMPA
15' .18'
TOWNHOMES
.
.
.
.
.
.
.
.
KB HOME
OF TAMPA, INC.
.
719 US Highway
301 South
Tampa, FL 33619
TEL: (813) 628-9660
FAX: ( 8 13) 628 - 9556
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04/25/2003
JI
PROJECT NO.: 1250999:04
PROJECT MGR.: JB
ISSUE DATE:
DRAWN BY:
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FOR INTERNAL liSE ONLY
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3
4
5
6
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PLAN:
6 PLEX
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SHEET:
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OVERALL BUILDING HT
NOTE:
NOT ALL KEY NOTES APPLY.
I. ROOF MATERIAL - REFER TO ROOF NOTES
2. 2X FASc:.IA/BARGE BOARD V'IlITH ALUMINUM FA5c:.IA c:.AP
3. G.1. FLASHING
4. G.I. FLASHING 4 SADDLE/c:.RIc:.KET
5. G,I. DRIP SC,REED
~. C.ONTROL JOINT
1. DEc,oRATIVE VENT - FYPON OR EQUAL.
SEE ELEVATION FOR PART #
e. DEc,oRATIVE c,oRBEL - FYPON OR EQUAL.
SEE ELEVATION FOR PART #
'l. DEC,ORATIVE SHUTTERS - SEE ELEVATION FOR SIZE
10. DEc,oRATIVE COVED MOLDING. - FYPON OR EQUAL.
SEE ELEVATION FOR PART **
II. REC,ESSED ELEMENT
12, DEC,ORATIVE DENTIL BLOc:.K - FYPON OR EGUAL.
SEE ELEVATION FOR PART **
13. C.EMENTITIOUS FINISH OVER DECORATIVE C,ORBEL
14, C.EMENTITIOUS FINISH PER SPEc:.'S
15. CEMENTITIOUS FINISH OVER FOAM TRIM.
SEE ELEVATION FOR SIZE
16. BUILT UP C,OLUMN
11. FIBER c:.EMENT TRIM
Ie. STONE VENEER PER SPEC.'S
IGI, BRIC,K VENEER PER SPEC.'S
20. REVEAL
21. SOLD I ER C.OURSE
22. ROV'llLOC,K C,OURSE
23. FRIEZE SOARD
24. FIBER C.EMENT LAP SIDING - e" EXPOSURE
25. FIBER C.EMENT SHAKE SIDIN6 - e" EXPOSURE
26. CONC.RETE BLOC.K COLUMN
21. NOT IN USE
2e. DECORATIVE COLUMN V'IlITH STRIJC.l1JRAL INSERT -
FYPON OR EQUAL. SEE ELEVATION FOR PART **
2G1. DECORATIVE COLUMN BASE - FYPON OR EQUAL.
SEE ELEVATION FOR PART **
30. DEC.ORATIVE KNEE BRAC.E - FYPON OR EQUAL.
SEE ELEVATION FOR PART **
31. DEG.ORATIVE TRIM - FYPON OR EQUAL.
SEE ELEVATION FOR PART **
32. DECORATIVE POTSHELF.
33. ENTRY DOOR
34. C.ONc.RETE STOOPIPORc:.H - SEE SLAB INTERFAc:.E PLAN.
35. SEc:.TIONAL GARAGE DOOR PER SPEc:.'S
96. OPTIONAL DOOR/V'IlINDOV'll - REFER TO PLAN OPTIONS
91. VERTICLE FIBER CEMENT SIDING Jl'-l/2x BATTS @ 12" O.c..
ge. sc:.ORING
3<::1. BOX C.OLUMN BY TURNKEY MILL~RK
40. VERTIc:.LE FIBER C.EMENT SIDING V'Il/2x BATTS @ 6" O.c:..
41. Y'lAINSCOT
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· ARCHITECTURE ·
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TAMPA
15' .18'
TOWNHOMES
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KB HOME
OF TAMPA, INC.
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719 US Highway
301 South
Tampa, FL 33619
TEL: (813) 628-9660
FAX: (813) 628-9556
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ISSUE DATE: 04/25/2003
DRAWN BY: JI
PROJECT NO.: 1250999:04
PROJECT MGR.: JB
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FOR INTERNAL L!SE ONLY
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LEGAL DESCRIPTION
LOT 1 , BRADFORD COURT, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT
BOOK 111, PAGES 21 & 22, OF THE PUBLIC RECORDS OF PINELLAS COUNIY, FLORIDA;
TOGETHER WITH: A PARCEL OF LAND LYING WITHIN SECTION 19, TOWNSHIP 29 S" RANGE 16E.,
PINELLAS COUNIY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
FROM THE SOUTHEAST CORNER OF THE NE 1/4 OF SECTION 19, TOWNSHIP 29S., RANGE 16E.,
RUN N 89'29'13" W, ALONG THE EAST-WEST CENTERLINE OF SAID SECTION 19, 383.50' FOR
A POINT OF BEGINNING; THENCE S 01'26'21 "W, 192.00 FEET; THENCE S 89'28'57" E, 283.50
FEET TO THE WESTERLY RIGHT-OF-WAY OF U,S. HWY, 19; THENCE S01'26'21" W ALONG
SAID WESTERLY RIGHT-OF-WAY, 48,00 FEET; THENCE N 89'28'57" W, 1008.13 FEET; THENCE
N 01'07'36" E, 240,00 FEET; THENCE S 89'28'57" E ALONG THE SOUTHERLY LINE OF MORNINGSIDE
EAST CONDOMINIUM 3, (AS RECORDED IN CONDOMINIUM BOOK 37, PAGES 16-20 OF THE PUBLIC
RECORDS OF PINELLAS COUNIY, FLORIDA), A DISTANCE OF 509,62 FEET; THENCE N 00'52'25" E,
260,00 FEET TO THE SOUTHERLY RIGHT -OF -WAY OF HARN BOULEVARD; THENCE S 89'29' 13" E
ALONG SAID RIGHT-OF-WAY A DISTANCE OF 70,00 FEET; THENCE S 00'52'25" W, 115.00 FEET;
THENCE S 89'29'13" E, 100.00 FEET; THENCE S 00'52'25" W, 145,00 FEET; THENCE
S 89'28'57" E, 48,50 FEET TO THE POINT OF BEGINNING,
CONTAINING 5.1 ACRES M,O.L.
DWELLING UNIT BREAKDOWN
NEW 2 STO~Y BUILDING
4 UNIT ,
FIRST FLOO =2,756 SF
SECOND FLO R=2,571i SF
TOTAL I FLOOR A EA=5,3i7 SF
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UNIT A - 3 BEDROOMS:
FIRST FLOOR=719 SF
SECOND FLOOR=709 SF
TOTAL FLOOR AREA= 1,428 SF
UNIT B-2 BEDROOMS:
FIRST FLOOR=590 SF
SECOND FLOOR=555 SF
TOTAL FLOOR AREA= 1,145 SF
UNIT C - 2 BEDROOMS:
FIRST FLOOR=666 SF
SECOND FLOOR=578 SF
TOTAL FLOOR AREA= 1,244 SF
UNIT D - 3 BEDROOMS:
FIRST FLOOR= 781 SF
SECOND FLOOR=729 SF
TOTAL FLOOR AREA=1,510 SF
TOTAL FLOOR AREA=5,327 SF
: NEW 2 STO~Y BUILDI~G !
~ '!lJ!rol/!.!~q!NGI
I SECqND FLO~=3,7041 SF
[ TOTAL IFLOOR AFEA=7,7116 SF
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UNIT A - 3 BEDROOMS:
FIRST FLOOR=719 SF
SECOND FLOOR=709 SF
TOTAL FLOOR AREA= 1,428 SF
UNIT C (2 EACH) - 2 BEDROOMS:
FIRST FLOOR=666 SF
SECOND FLOOR=578 SF
TOTAL FLOOR AREA= 1,244 SF
UNIT f3 (2 EACH) - 2 BEDROOMS: UNIT D - 3 BEDROOMS:
FIRST FLOOR=590 SF FIRST FLOOR=781 SF
SECOND FLOOR=555 SF SECOND FLOOR=729 SF
TOTAL FLOOR AREA=1,145 SF TOTAL FLOOR AREA=1,510 SF
TOTAL FLOOR AREA=7,716 SF
PARCEL LA YOUT
HARN BLVD,
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PARCEL # 19/29/16/10676/000/0010
DRAWING FILE NAME tk DATE: INFO: 4/18/2003 12:10 PM Dffi-W"TERf'ORD-03-08-03.dwg
SECTION 19 , TOWNSHIP 29 S., RANGE 16
CITY OF CLEARW A TER
PINELLAS COUNTY, FLORIDA
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NTS
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..... ; ._----.------.-----AERI-AL.PHOTOGRAPH----------------
NORTH NTS
SITE
DATA
DESCRIPTION BEFORE DEVELOPMENT AFTER DEVELOPMENT MIN./MAX. REQUIRED NOTES
[F) ~~~~[b ~ I [F) ~~~~[b ~ [F) ~~CC~[b ~ ! [F) ~~~~[b ~ [F) ~~CC~[b ~ i [F) ~~~~[b ~
'___'''_'_ ____ ____ _. .._._._.__._..._ __ ,_ _~._ ..__,.._ _.___ ____" _ ____ .. --"'- _ -+- -..-- ..---. .-- ------------ -.-... -.~ .-... --..- ____.._m. -'-'--- -- -----,,-. -- -. -- ;- -- . --. - - - ,.. .----..---...", '''..-....--.-----, -,----..".-..-,-,....'..-.----"..- ,,--...--- .t.-'... ....-.---..---..---, ..-. .---....-.....--. -,...- .--------.... _____u..____ ....-.---- ,--..,..----
ZONING MDR I MHDR MDR i MHDR PER REVIEW ! PER REVIEW -
-.--..---.-.- .-...-,..--.----------,,-...-- --...-..----~--,---..--'--,---------+--,-_..-.------, ---...--.--~---,..-.------,- ---..-.--------.-----'--..--.-'-'---...-.t------....---- -------.--------....-------- - ..-. ---...-------------.---)--"--..-----..-,-..-------.---.--- --..---.-.-----..--.------ -----------.---
LAND USE RM i RH RM: RH PER REVIEW ! PER REVIEW -
._ J . _ ____ _.~ _~______.,_ - _.__.-_,__~ ---. ----".--,-.----.-----~~------~--.-...~--. ~_. --.,----.------.~---------._-~_.--~------- ~---- ___M ~----.._..----,--.~-------_.__f--,--.. --_._~. --.---- .----- -.--.-~~----~--------.-.---
-------------.-----------i.clT. AREA" --.~18i.627SF----..-----731-AC-M()L--.. r----32~700 SF ... . 0.75 AC MOL 187,627 SF 4.31 AC MOL : 32,700 SF 0.75 AC MOL - i - -
.... . . __ __ 1.. _.,.. ----- U_' .. ,__u ,_ _........ . "_~ . ,___ --_. .. -.-, _..u_____.. -_' --- ,---,-.. .._u --...-......--- . .---- "T" .., .-.---,-- _.. '-~' ._h_____ -- -----...-...._. ___ ..,.._. __.. ._u.... __,,,_.. __".__u .___.. '---u-""-r--" __._" '. ..___ __ ,___ ___.,,__. __.._...u _.., U ----,---,,--- - --._-- . ,-,-----".-.-._________,_. --,_
-------..--.-.-----suILDiNG.covERAGE-- .--.-o.si------..---- .-..O'AC--~OL---.I---o SF' 0 AC MOL 47,376 SF 1.08 AC MOL I 6,768 SF 0.16 AC MOL SOX I 60% -
If!
--'- -- "--..."- --,. ~.-_. ---...-.------ ,..--, ---".-,.., --- .-..,---..,----..--- --....------.. . '-'- ---+ -- -- . ....-.. .....-,-, ..-.--'" ,-.--..-..--,------.-----.-.,. --,,--.. ---.., --------- -..--....--- '..-'-----------1.....---'..-.----..----.--..------' ._-------, .--,--, ,-- ..,..,-----..-..-.---,-----...-.---.-.---,.- -.-.-,---,--..
----------- UNITS"PER"ACRE-(DENS'ilY)'" -----..-----.--...om'--'--..-------- !---,.. . . -- -- --. 0 . 70 UNITS* (16.2 UNITS PER ACRE) : 10 UNITS. (13 UNITS PER ACRE) 15 UPA X 4.31 = 64. i 30 UPA X 0.75 = 22* 'TRANSFER 6 UNITS FROM PARCEL 2 TO PARCEL 1
------.-,.-..----,---------,.-'- -...-----, -- --.---,- ------- ------..-----f--------- ------ ---.-.--, ---- - --' -.-,------.--------...- --,----, ~-.--------' ------,-----,-,-,------- --------,-. ,-------,------------, r-' -.-.--, ------..----,--. -,-- ----------, -----------------
! FRONT N/A I N/A EAST: N/A : NORTH: 70.1' MIN. EAST: 25' I NORTH: 25' -
~-------------... ,-----..------- -.----------- - ----,------ -..-.".. -, --..--,----..---..-..~----------,---.... ------- -'-' -.-- ..-----------.-----,--. ----..-- ,,- -- .----------,,---------.---,,--, .-.---... -..-.. ---t-o --,---------.. -------- ..----- ,-----------..--,,-------- ---- -- .---... -,-------. -- --------..---..--. ,--t-'- -- -----.-..- -...---. .---..-----. ,- ... -.. ---... - ,,-----.-.----- ------.--.--. ---.-----..---.----.----,---
BUILDING i SIDE N/A I N/A SOUTH: 6.3' MIN. : WEST: 10' SOUTH: 5' i WEST: 10' -
r--'---------------....-......-,....,--------- -.-..----.....-----,---...-.-- -------..-----.'" --.. ..,-.......-.-.--+..---- ....--,..--. -.-.---..-..-----. --.---..,-,..----...,--- .-.- ....-,-....---------.-....---- .-.--...-. ------.-...... - ....-.-..----....T-- ".-. ,,--.--- ------ ....-,......-,------....----------,-------.---.. -,......--- .--. --- .-.---..---..---.-.....--......---..------j--.-'...------- ---..--..-..--,-- ----.......-.. ..---.------ --------.---.----..--,...--.-.---.--..--.---.---..----------
SETBACKS i SIDE N/A I N/A NORTH: 12' ! EAST: 13' MIN. NORlH: 5' I EAST: 10'
._____..____t=~=~=.=~EAR~: ....~_-_=~=_N/A=:-=~-_-:t.~..=.....:.NE......=-~==-.=.=..~:lTLI~--_: :J...... . -..:Somit.I4'-iN: .=_..-::.. .=:~=MST:~~.-:...=...-.j...=:~=solirH:l0.=.==~=-:=-=:.-:-.:.......-=_:=_=_=:
! FRONT N/A I N/A EAST: 5' MIN. ' NORTH: 18' MIN. - i -
1--.------.-----' __M -.---,---.-.-.-------------.~----,--,..--, ---.... ___....._1_____._________.__________'.________.....__._.______ - ----"..--.. ------., i ., .- ,--...-..' --......... -- --- .;. .----.----.... -----.. ---"'..-" - -....,--..-..' ..----..-----..----..----.t--' .. ..-,- ------.... -- .-- - ..._-,.---, - ---- .---...,-- -"- .-,--.---..----------..,---,--,.- .-----
PERIMETER i SIDE N/A i N/A SOUTH: 5 MIN. ; WEST: 5 MIN. - I -
f----------.----,- ..------------~.-------'------.--I-,-.--.--.------.------..-,.---..--.-,-, ..--- --,---,--..---.--.-------, -- .-----..--,... -,-,--. __'___._M_..__._.______.....____ -----..---....--- -... '-.,-.---'-'----'----.T'...---..--'--',.....----'-- ------..-. ,----------.--,---.--,-----.-----
LANDSCAPING I SIDE N/A ,N/A NORTH: 5' MIN. i EAST: N/A - i -
i'-----.-----------.--- -- .... ---~ .---.-- --' --,..- ---- ---"- . -.--- ----- - ---1-- .-----.. -- -- .. - ------ ,. ..-...., -, -.-- - ,---- ..--,-.-.------ ---.. --- ..---- ---.... - -------. -..- -t-.-.. -. - --...---,.... -- - --.. -..-. --- --...- -..- - -- -- - -- ,- --,------.- ------.---.. -f-..-.----- ---,- ,--.-......,---,..-..---- - ------------ ...------------...-.-----
, REAR N/A I N/A WEST: N/A : SOUTH: N/A -!-
-,---, __,_1______.__ ..-.-.------,-- ,.----..-..--...--------,~--.--~-----,--~.---,-.-----..-..---- ----.--.-'---....----. ..- ..--.-- ---.------.-.-..-------~------- '----.-'1---- ,-,-, ..---,..-,, .----. --,--- --.-.------- --.-..,.. "'-,-----.--------.....+-------.---,-----.----......----,-- ------------.----.-------.---,
BUILDING HEIGHT N/A i N/A - z.Z '.- l' i - Z Z-' - Z" 30' - 40' ! 30' - SO'
",-,_ --- - --..'--..--,-..~ -.------ ------. ,- - -- -...------- -----....- ---" ------ ---.-, -..-.....--.---..-. f-. -.--....-..- .--, -..,--- -- .----..--- ....--..---..----- "--"'-" -, ----..-- __"m - ..... -- .,,-, - ......- .--.., -,-.-. '-'~--!.. -. -- . - --".. -'.-", . ...... -,---..- ----,.. ..----..-,- ------,-- -..-. - ....- ,.. .---- ----..- ..---... .--.. -..- ...-t. .--- ,.-- ..---.--...---- .-- ...... -----.--. ------.----,-.--- ,...--- ------.. - '----- ----..---,
PAVED VEHICULAR USE AREA 20,629 SF 0.47 AC MOL i 2,125 SF 0.05 AC MOL 48,335 SF 1.11 AC MOL i 7,568 SF 0.17 AC MOL - i - -
----.-----.-.----.-----.-----. -- .-------.--..--.----.. ---.-..-- ------_._,._-~_...._-_.._--------_. ._,--,._--,,-. -----------, ._._--_.._--'---_..,---".~._-----_.-._-----_._..--:- -- .. "----..--".--,-.-.---..--..,-.------------,----,--- -..-------, .--..---- -...-. ._---~-,..----_._--,_.._--+,--------..,._---_.-----_.-----.-- ..---- ,...- ...-.- ----------_.._---,--------_.._-----,---,
OTHER IMPERVIOUS AREA 0 SF 0 AC MOL i 0 SF 0 AC MOL 10,134 SF 0.23 AC MOL: 1,765 SF 0.04 AC MOL - i -
------,-----.-.-.--.--~ --.-.------.-----.-------.--------,-t--.--..------,---,-------,-..-- ---------.------.---,---.--.-..f-----.-- -.--.------.-.---.--------- -----,-.-..,--.-..---,-..---.-..--;----,------..------.-- ---'---'--,- ---.---..-------
IMPERVIOUS SURFACE RATIO 20,629 SF 11.0% I 2,125 SF 6.5% 105,845 SF 56.4%! 16,101 SF 49.2X 75% MAX. ! 85% MAX.
"'-'---'--- --"- ..-.----.----,--...---....-,- ---, _ --. ---... --.-.----.. --,,------ .......-- ___no -.-,- ~.-----,-I.---..--......----..--.._.._.-...-.-. ---- .-----.-,...-..,--- . -,---------......-..-------.--..----- --,-.,-.----,-,-.,-.,... ".....--, .-, -, -.-.....-..---- -..----,,---,---.. ----------......-.-- ----,-.-------.--.,-.-.. f--- --- ---,---.. ---,-..-- -.-,,-..-.. ---.. ---"--'-'---' -.,----------..------.. -.-,--,,-.--
OPEN SPACE 166,998 SF 3.83 AC MOL r 30,575 SF 0.70 AC MOL 81,782 SF 1.88 AC MOL : 16.599 SF 0.38 AC MOL 25% MIN. i 15X MIN.
PAR-K1NG-LOT--iNTERIOR LANDS-CAPlNG"- ---------------.N/A'--'--.-.-----.----..---jl--.---- ----- - ..N/A----'-------- ,----- .--4,9-60.SF---------l0:3%"---T....' .1,s46--SF------.-----.-.20~4i----..--.-'-..----=--.----.-f-------..~--- .------- -.-,-.~.-------,-.-- ----------
,--,-------..------.---- ..._- ,..._----.__._-,.._--_...._,_...._-----,---_.+-~----,- .-., ..------,..--------..--. ---....,-----..--.---..,----, . ..,-,-'..~-_._'..'_...._' .------....---, --.-----.-.--,-.-----.-.----.-....;....-..-..--,-----------..-,- ~------,---..----------
PARKING N/A i N/A 133 TOTAL PARKING INCLUDING 6 H.C. 120 TOTAL PARKING MINIMUM -
________ _________~________ __._____ .__________._ ___.. ...______________.._,____.__.________...._L.________..__._____." ___.. _.._.. ._._......._____._..___ " ..____.. .. _________ __ ,__,,__ _.._.._.___ ,_ ,__ ...______, __". __.. ... ._......._____. .__'__ ,_.._.. _..._________ ___..______ _ _____ __..__ ,,___._. . .._____,_ ____._ m.______..______..._______ __ _____ ._____..__, ..___,_..,___.. .._,____..__. ,___ _____________,__.___________..___ ______,____
FACILITY USE: RESIDENTIAL MULTIFAMILY
PARKING CALCULATIONS PARKING REQUIRED: 1.5 PARKING PER UNIT
TOTAL UNITS: 80
CALCULATION: 80 X 1.5 = 120 MINIMUM PARKING REQUIRED
SITE INFORMA TION
PARCEL ID #:
PARCEL # 19/29/16/10676/000/0010
PROPERTY ADDRESS:
2551 HARN BLVD., CLEARWATER, FLORIDA 33765
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PROPERTY OWNER:
KB HOME OF TAMPA
719 US HIGHWAY 301 SOUTH
TAMPA, FLORIDA 33619
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PROJECT INFORMA TION
PROPOSED PROPERTY OWNER:
C1.2 CIVIL SPECIFICATIONS
C2.1 SITE DEMOLITION
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C3.1 CIVIL SITE PLAN .- ~ . ' ,
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CASE TYPE fJULJA'l "- 10 C
~:6.1 CIVIL SITE DETAILS ORe DATE '/-11- o~ ceo CllI :.
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C8.2 SITE DRAINAGE DET AIIJSTE .r...)lJ-i) (,)
C6.3 SITE UTILITY DET AILS
KB HOME OF TAMPA
719 US HIGHWAY 301 SOUTH
TAMPA, FLORIDA 33619
DESCRIPTION OF WORK:
DEVELOP 5.06 ACRE VACANT PARCEL, PROJECT
WILL CONSTRUCT 80 NEW TOWNHOME UNITS
VVITH ASSOCIATED INFRASTRUCTURE INCLUDING
WATER, SEWER, STREETS, LANDSCAPING AND
=TORMWATER MANAGEMENT SYSTEM,
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! !;:LOOD ZONE INFORMATION
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" ; ':'~OPERTY LIES WITHIN ZONE "x" PER F.I.R.M.
f. i\,~.AP COMMUNITY NO. 125096, PANEL 0017D,
! ~. ~'FECTIVE 08/1 9/91 .
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CIVIL SITE INDEX
C1.1 CIVIL SITE INFORMATION
C6.4 SANITARY SEWER PROFILES
L-1 LANDSCAPE DEVELOPMENT PLAN
FILE
CIVIL SITE INFORMATION
SCALE. NONE
PROJECT #:-
ORIG. DATE:-
DRAWN BY: AVF
SCALE: AS SHOWN
SHEET #:
C1.1
OF 11.. SHEETS
CONSTRUCTION IN R.O.W. NOTES
WATER NOTES
CONTRACTOR PROCEDURE NOTES
GENERAL CONSTRUCTION
NOTES AND SPECIFICATIONS
1, COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T-99 (100%),
2, ALL PROPOSED WORK MUST COMPLY WITH FOOT INDEX 700,
3, ALL RIGHT-OF-WAY INSTALLATIONS SHALL COMPLY WITH THE STATE OF FLORIDA UTILITIES
ACCOMMODATIONS GUIDE,
4, ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH LOCAL COUNTY AND/OR CITY
DEVELOPMENT ORDINANCES AND MINIMUM TESTING FREQUENCY REQUIREMENTS,
5, SIGNS AND BARRICADES SHALL BE PER THE FOOT MANUAL OF SAFE PRACTICES; REFERENCE
FOOT INDEXES 600 THRU 650 AND 17349 PER ROADWAY AND TRAFFIC DESIGN STANDARDS
LATEST EDITION,
6, A "MAINTENANCE OF TRAFFIC PLAN" SHALL BE SUBMITTED PRIOR TO THE COMMENCEMENT OF
RIGHT OF WAY CONSTRUCTION WHENEVER ONE OR MORE OF THE FOLLOWING CONDITIONS APPLY:
A.A STREET IS CLOSED TO THRU TRAFFIC FOR PERIODS
EXCEEDING 15 MINUTES.
B,ONE PHYSICAL LANE SUPPORTS TWO-WAY TRAFFIC
MOVEMENT,
C,TRAFFIC LANE(S) NORMALLY DESIGNED TO HANDLE
MOVEMENT IN ONE DIRECTION ARE BEING RECHANNELED TO
ACCOMMODATE AN OPPOSING MOVEMENT,
7. SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN THREE (3) DAYS AFTER REMOVAL AND SAFE
PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES, WHEN EXISTING SIDEWALK IS REMOVED,
IT IS TO BE REMOVED TO THE NEAREST EXPANSION JOINT.
8. PLACE EXPANSION JOINTS WHERE 4" AND 6" SIDEWALKS ABUT,
9. SAW-CUT EXISTING EDGE OF PAVEMENT PRIOR TO REMOVAL OF CURB.
10, DISTURBED AREA WITHIN THE RIGHT-OF-WAY SHALL BE COMPACTED TO 100% OF MAXIMUM
DENSITY, RESTORE TO ORIGINAL CONDITIONS AND SOD,
1, ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER,
2. ALL WATER SYSTEM WORK SHALL CONFORM TO LOCAL REGULATORY STANDARDS AND
SPECIFICATIONS.
3. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER TO BE RESOLVED BY
ADJUSTING THE WATER LINES AS NECESSARY,
4, ALL DUCTILE IRON PIPE SHALL BE PRESSURE CLASS 350 UNLESS OTHERWISE INDICATED.
DUCTILE IRON PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A
21.6, A 21.8 OR A 21.51 AND SHALL BE MORTAR LINED, STANDARD THICKNESS, AND BITUMINOUS
SEALED IN ACCORDANCE WITH ANSI A (AWAA C 104-71),
5, ALL FITTINGS 3" OR LARGER SHALL BE DUCTILE IRON PRESSURE CLASS 350 UNLESS
OTHERWISE INDICATED, JOINTS SHALL BE MECHANICAL JOINTS IN ACCORDANCE WITH AWWA
C-111, FITTINGS SHALL BE CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA
C-104,
6. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER SERVICE
LATERALS TO ASSURE ADEQUATE FLUSING AND DISINFECTION IN ACCORDANCE WITH AWWA C-651,
7. ADEQUATE JOINT RESTRAIN SHALL BE PROVIDED AT ALL FITIINGS AND HYDRANTS AS SHOWN
ON DETAILS. JOINT RESTRAINT SHALL BE ACHIEVED WITH MEGALUG RESTRAINED JOINT RETAINING
GLANDS OR EQUIVALENT AS APPROVED BY THE ENGINEER.
8, ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA C-900,
PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF DR 18 IN ACCORDANCE WITH ASTM
D-2241. ALL PVC FIRE PROTECTION MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH
AWWA C900. PIPE SHALL BE CLASS 200 AND MEET THE REQUIREMENTS OF DR 14,
9, ALL PIPES AND FITTINGS LESS THAN 3" SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELD
JOINTS UNLESS OTHERWISE SPECIFIED.
10, ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE MEETING
THE REQUIREMENTS OF AWWA C509,
11, ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE
APPROVED BY THE LOCAL UTLlTY AND FIRE MARSHAL
12, MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE IN
ACCORDANCE WITH LOCAL CODE, PLANS, AND SPECIFICATIONS FOR CONSTRUCTION, LATEST
REVISION THEREOF, AND SUPPLEMENTAL SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION
OF ALL POTABLE WATER SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE COORDINATED
THROUGH THE LOCAL REGULATORY AGENCY.
1, NEW WATER MAINS:
AFTER COMPLETION OF INSTALLATION OF NEW WATER MAINS, PRESSURE TESTING SHALL BE
PERFORMED IN ACCORDANCE WITH THE LOCAL JURISDICTION WATER SYSTEM STANDARDS AND
SPECIFICATIONS, SAMPLING 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 THE CERTIFICATION BY THE
ENGINEER HAS BEEN COMPLETED AND A RELEASE FROM COUNTY PUBLIC HEALTH UNIT AND/OR
THE FLORIDA DEPT, OF ENVIRONMENTAL REGULATION HAS BEEN ISSUED,
2. TREE BARRICADES AND EROSION CONTROL MEASURES:
REQUIRED TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN INTACT
THROUGHOUT THE PROJECT DURATION, ENCROACHMENT INTO OR FAILURE TO MAINTAIN THESE
BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS AND/OR
PERMIT REVOCATIONS,
3, RUNOFF MANAGEMENT:
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 THIS WORK WILL BE THE SOLE RESPONSIBILl1Y OF THE CONTRACTOR,
4. PUBLIC UTILITY CONNECTIONS:
ANY NEW PUBLIC UTILITIES TO BE CONSTRUCTED WITHIN THE RIGHT OF WAY AS PART OF THE
PROJECT MUST BE INSPECTED AND ACCEPTED BY THE LOCAL JURISDICTION PRIOR TO PRIVATE
CONNECTION FROM THE PROJECT.
5, ELECTRON/CALLY STORED DATA:
THE USE OF ELECTRONICALLY STORED DATA (I.E. CAD FILES) WHETHER TRANSMITTED VIA. DISK,
DIRECT MODEM, E-MAIL.DIGITIZATION.ETC.ISINTENDED FOR INFORMATIONAL PURPOSES ONLY,
THIS INFORMATION IS NOT TO BE USED FOR CONSTRUCTED, CONTRACTOR MUST UTILIZE SIGNED
AND SEALED DOCUMENTS FOR CONSTRUCTION,
1. ALL DESIGN AND CONSTRUCTION OF THE PROJECT SHALL CONFORM TO ALL LOCAL
JURISDICTIONAL STANDARDS, SPECIFICATIONS, LAND DEVELOPMENT, ZONING AND/OR RELATED
ORDINANCES.
2, ALL ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC VERTICAL DATUM,
3, THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AT LEAST 48 HOURS PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION, (UNLESS SPECIFIED OTHERWISE)
4, CONTRACTOR SHALL "CALL SUNSHINE" 1-800-432-9770 A MINIMUM OF 2 DAYS AND A
MAXiMUM OF 5 DAYS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION,
5, ALL UNDERGROUND UTILITIES MUST BE INSTAlLED BEFORE BASE AND SURFACE ARE PLACED,
6. LOCATION OF EXISTING UTILITIES ARE BASED UPON SURVEYS, JURISDICTIONAl ATLAS MAPS,
AS-BUILT CONSTRUCTION DRAWINGS AND/OR FIELD OBSERVATION, LOCATIONS ARE THEREFORE
CONSIDERED APPROXIMATE, CONTRACTOR SHALL CONFORM TO THE DESIGN INTENT OF THE PLANS,
ANY REQUIRED CHANGES OR ADJUSTMENTS MUST BE APPROVED BY THE PROJECT ENGINEER PRIOR
TO EXECUTION OF WORK,
7, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO
CONTROL AND PREVENT EROSION AND TO CONTROL THE MOVEMENT OF SEDIMENT TO OPEN
SURFACE DRAINS, CATCH BASINS, WATER BODIES AND RETENTION PONDS, SEE EROSION AND
SILTATION CONTROL NOTES FOR ADDITIONAL INFORMATION,
8, ALL PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE CENTER TO CENTER OF
STRUCTURES OR FITTINGS.
9, EXISTING PAVEMENT SHALL BE SAW-CUT WHERE NEW PAVEMENT IS TO BE ADDED OR EXISTING
PAVEMENT IS TO BE ELIMINATED,
10. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY, SPECIAL PRECAUTIONS MAY
BE REQUIRED IN THE VICINITY OF POWER LINES AND OTHER UTILITIES,
11. CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY HIS OPERATION TO THEIR ORIGINAL
OR BETTER CONDITION,
12. CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL UTILITY CONNECTION POINTS
PRIO~ TO THE START OF CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER AND
OWNER OF ANY DISCREPANCIES THAT MAY BE FOUND,
13, ADJUSTMENTS OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WATER METERS,
ETC, SHALL BE INCLUDED IN THE CONTRACTOR'S BID, NO CLAIM SHALL BE MADE AGAINST THE
OWNER OR THE ENGINEER FOR THESE ADJUSTMENTS, IF REQUIRED,
14, ALL BACKFILL OVER ANY PIPE (STORM SEWER, SANITARY SEWER, WATERLINES, ETC.) THAT IS
INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE ROADWAY, SHALL BE
CO:~;;J,'.CTED IN ACCORDANCE WITH F,D.O.T. STANDARD SPECIFICATIONS, SECTION 125-8,3, LATEST
ED ITI Ol-~,
15. THE CONTRACTOR IS RESPONSIBLE FOR TESTING ALL SANITARY SEWER AND WATER MAINS IN
ACCORDANCE WITH CURRENT STANDARDS OF THE LOCAL JURISDICTION. CONTRACTOR SHALL NOTIFY
THE LOCAL JURISDICTION AND THE OWNER OR HIS / HER AUTHORIZED REPRESENTATIVE AT LEAST
48 1-!0URS IN ADVANCE OF PERFORMING TESTS.
16, THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAWINGS (AS-BUILTS), SIGNED AND
SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL DEPICT FINAL
GRADES FOR RETENTION BASINS, CONTROL STRUCTURES AND INLETS WITH TOP AND INVERT
ELEVATIONS, SLOT AND BAFFLE DIMENSIONING AND CRITERIA. LOCATIONS OF ALL UTILITIES
INCLUDING SANITARY SEWER AND WATER PIPING AS WELL AS ANY PERTINENT PRIVATE UTILITIES
SHALL BE PROVIDED, THE CONTRACTOR SHALL PROVIDE TWO COPIES OF THE CERTIFIED RECORD
DRAWINGS TO THE PROJECT ENGINEER. THESE DRAWINGS SHALL BE SUFFICIENT IN DETAIL IN
ORDEr TO BE ACCEPTED BY AGENCIES HAVING JURISDICTION.
17, SITE CLEARING AND STRIPPING UPON INITIAL SITE PREPARATION SHALL CONSIST OF CLEARING
THE VEGETATION WITH THEIR ROOT SYSTEM AND THEN STRIPPING THE SURFACE TOPSOIL,
18. AFTER STRIPPING THE SITE, THE EXPOSED NEAR SURFACE SOIL BENEATH THE CONSTRUCTION
AREA LOCATED AT LEAST 6" BELOW GRADE SHALL BE COMPACTED TO DENSITIES EQUIVALENT TO
95% OF MODIFIED PROCTOR, MAXIMUM DRY DENSITY (ASTM D-1557),
19, ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND FERTILIZATION, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE AREAS UP TO AND INCLUDING THE
INITIAL MOWING,
20. THE CONTRACTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF FIVE FEET (5') 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
EMPLOYt..~E.I\jT SECURITY (DLES),
21. CON I'RACTOR SHALL COORDINATE THE POINTS OF CONNECTIONS OF THE UTILITIES WITH ALL
CORRESPONDING SUBCONTRACTORS. SITE CONTRACTOR SHALL CONSTRUCT THE UNDERGROUND
INFRASTRUCTURES (I.E, SANITARY SEWER, STORM SEWER, WATER LINES, FIRE LINES, ETC.) TO 5'
OUTSIDE OF THE BUILDINGS, THE PLUMBING CONTRACTOR SHALL CONNECT AND MEET THE INVERT
ELEVATIONS OF THESE UTILITIES, ANY UTILITY WORK PERFORMED WITHIN 5' OF THE BUILDING
SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR, ALL WORK SHALL COMPLY WITH
ALL APPi...ICABLE FEDERAL. STATE AND LOCAl CODES, ORDINANCES AND REQUIREMENTS,
22. ALL WORK SHALL BE PERFORMED AND COMPLETED IN A WORKMANLIKE MANNER IN COMPLETE
SATISFACTION OF THE OWNER, ARCHITECT AND THE PROJECT ENGINEER IN FULL ACCORD WITH THE
BEST RECC,GNIZED TRADE PRACTICES AND PROCEDURES.
23. DEVIATIONS TO THESE PLANS AND SPECIFICATIONS WITHOUT CONSENT OF THE ENGINEER MAY
BE en :'!;: FOR THE WORK TO BE UNACCEPTABLE, ANY DEVIATIONS MUST HAVE WRITTEN APPROVAL
FROM THE PROJECT ENGINEER,
24. All. NECESSARY PERMITS AND LICENSES SHALL BE OBTAINED AND PAID FOR BY THE
CON,I", ,;TOR.
25, SIGNS, 8UFFER WALLS, FENCES AND CONSTRUCTION TRAILERS ARE SUBJECT TO SEPARATE
SUBMlr:ALS AND PERMITTING,
STORM DRAINAGE NOTE~
EROSION CONTROL NOTES
1. 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 INCHES (6") AND SOD BANKS FROM 2'
BEYOND TOP OF BANK TO 2' BEYOND TO OF SLOPE OR NORMAL WATER LEVEL.
2, CONTRACTOR SHALL MAINTAIN THE SIDE SLOPES REQUIRED AND SHOWN ON PLANS,
3, NOTIFY THE PROJECT ENGINEER PRIOR TO SODDING.
4, THE RETENTION AREAS AND OUTFALL CONTROL STRUCTURES SHAlL BE CONSTRUCTED EARLY IN THE
CONSTRUCTION PERIOD TO MITIGATE ANY ADVERSE WATER QUANTITY OFF SITE.
5, CATCH BASINS WITHIN THE PROPERTY SHALL BE OF 3,000 PSI CONCRETE AND REINFORCED AS
SHOWN ON PLANS.
6, CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL DRAINAGE STRUCTURES TO THE PROJECT
ENGINEER FOR APPROVAL PRIOR TO THEIR FABRICATION,
7, REINFORCED CONCRETE PIPE WITHIN THE PROPERTY SHALL CONFORM TO THE REQUIREMENTS OF
ASTM C-76, CLASS III, WALL "B" UNLESS OTHERWISE NOTED,
8, ALL STORM STRUCTURES SHALL BE GROUTED TO THE INVERT ELEVATIONS OF THE STORM PIPES.
9. STORM PIPES SHALL BE SAW-CUT EVEN WITH THE STRUCTURE WALLS
10, GROUT AROUND PIPES AND PIPE ENDS FOR A SMOOTH AND WATER-TIGHT FINISH.
11, ALL PVC STORM PIPES SHALL COMPLY WITH AWWA C-900,
12, AFTER COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPONSIBLE FOR THE OPERATION AND
MAINTENANCE OF THE STORMWATER UTILITIES, ACTIONS INCLUDED SHALL BE REGULAR MOWING OF THE
SIDE SLOPES AND BOTTOM (DRY PONDS), PLUS PERIODIC INSPECTIONS AND REMOVAL OF DEBRIS,
TRASH, ETC, THAT MAY BLOCK THE OPENINGS IN THE CONTROL STRUCTURES,
13, THE STORM SEWER SYSTEM SHALL BE FLUSHED AND CLEANED AS NECESSARY AND BE FREE OF
ALL SILT, SAND AND DEBRIS AT TIME OF FINAL INSPECTION.
1, SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER BERMS, FILTER
FENCES. BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS, HAY BALES AND OTHER MEASURES
INTENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF SEDIMENT INTO ADJACENT
PROPERTIES, EXISTING WATER BODIES OR PUBLIC DRAINAGE SYSTEMS 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 PROJECT ENGINEER BEFORE ANY OTHER DISTURBANCE TO THE SITE BEGINS,
2. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL STORM SEWER
INLETS IN THE VICINI1Y 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 AS CONSTRUCTION PROGRESSES, SUCH SYSTEMS SHALL BE FULLY OPERATIVE AND
INSPECTED BY THE PROJECT ENGINEER BEFORE ANY OTHER DISTURBANCE TO THE SITE BEGINS,
3. SEDIMENTATION BASIN: 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 SUBDRAIN PIPE,
PERMANENT RETENTION AREAS MUST BE TOTALLY CLEANED OUT AND OPERATING PER DESIGN 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 THREE (3) DAYS OF EXCAVATION, ALL OTHER INTERIOR SWALES. ETC,
INCLUDING DETENTION AREAS WILL BE SODDED PRIOR TO ISSUANCE OF 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 STOCKPILES MAY BE REQUIRED, DEPENDING
UPON THEIR LOCATION AND THE EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT,
IN NO CASE SHALL AN 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.
13, THE CONTRACTOR SHALL PROVIDE CERTIFIED UTLlTY RECORD DRAWINGS. SIGNED AND SEALED
BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW THE HORIZONTAL
AND VERTICAL LOCATION OF ALL WATER MAINS, SERVICES AND APPURTENANCES, THE
CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE
ENGINEER.
14. ALL PVC PIPES MUST BEAR NSF LOGO FOR POTABLE WATER USE,
WATER SYSTEM TESTING AND INSPECTION REQUIREMENTS
1, ALL WATER MAINS SHALL BE SUBJECT TO HYDROSTATIC PRESSURE TESTING IN ACCORDANCE
WITH AWWA C600 FOR DUCTILE IRON PIPE AND AWWA C605 FOR PVC PIPE. HYDROSTATIC
PRESSURE TESTING SHALL BE CONDUCTED IN THE PRESENCE OF THE ENGINEER OR HIS
DESIGNATED REPRESENTATIVE, THE LOCAL UTILITY INSPECTOR AND LOCAL FIRE INSPECTOR,
CONTRACTOR SHAlL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO ALL PARTIES PRIOR TO
CONDUCTING THE TEST,
ALL POTABLE WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA C651.
BACTERIOLOGICAL SAMPLING SHALL BE CONDUCTED FOR AT LEAST TWO SUCCESSIVE DAYS UPON
COMPLETION OF DISINFECTION, THE CONTRACTOR SHALL PROVIDE CERTIFIED TEST RESULTS FROM
A STATE APPROVED LABORATORY OR LOCAL PUBLIC HEALTH UNIT INDICATING THE SAMPLE
COLLECTION LOCATION AND CHLORINE RESIDUAL.. COPIES SHALL BE PROVIDED TO THE ENGINEER
IMMEDIATELY UPON RECEIPT FROM THE LAB.
F.D.O.T. NOTES
GENERAL NOTES'
1, ALL WORK PERFORMED WITHIN THE FLORIDA DEPT, OF TRANSPORTATION RIGHT-OF-W,b.Y SHALL CONFORM TO:
A. FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND .,OGE CONSTRUCTION
(1991 OR LATEST EDITION) (A.KA STANDARD SPECIFICATIONS).
B, FLORIDA DEPT. OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS, CONSTRL'CTION. MAINTENANCE
AND UTILITY OPERATIONS FOR STREETS AND HIGHWAYS ON STATE MAINTAINEr. SYSTEMS (J;,:~, 1994 OR LATEST
EDITION),(A,KA STANDARD INDEX). COMPLIANCE WITH A'l. APPLICABLE INDEXES IS REQUIRED,
C, FLORIDA DEPARTMEN' OF TRANSPORTATj('lo.l ROADWAY PLANS PREPARATION MANUAL, VOLUME 1, CHAPTER 2 &
25.
D, FLORIDA DEPARTMENT OF TRANSPORTATION FLEXIBLE PAVEMENT DESIGN MANUAL FOR NEW CONSTRUCTION
AND PAVEMENT F:E.HABILlTATION (OCT, 1992 OR LATEST EDITION),
2, ALL TRAFFIC STRIPES AND MARKINGS ARE TO BE LEAD-FREE, NON SOLVENT BASED THERMOPLASTIC, THE
PERMITTEE SHALL PROVIDE THE DEPARTMENT OF TRANSPORTATION WITH MANUFACTURE'S CERTIFICATION PRIOR TO
THE ISSUANCE OF "FINAL ACCEPTANCE".
3. THE APPLICANT MUST NOTIFY THE FLORIDA DEPT, OF TRANSPORTATION-LOCAL MAINTENANCE OFFICE 48
HOURS IN ADVANCE OF STARTING PROPOSED WORK.
4, MAINTENANCE OF TRAFFIC FOR WORK PERFORMED WITHIN THE F,D.O,T. RIGHT-OF-WAY IS TO BE IN
ACCORDANCE WITH STANDARD INDEX #,S 600 & 623, NO LANE CLOSURE SHALL BE PERMITTED BETWEEN THE
HOURS OF 10:00 AM TO 7:00 PM, NORTHBOUND AND FROM 7:00 AM TO 7:00 PM SOUTHBOUND.
SANITARY SEWER NOTES
1. ALL SANITARY SEWER MAINS & LATERALS 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 OR AS OTHERWISE INDICATED ON THE CONSTRUCTION DRAWINGS.
3, ALL SANITARY SEWER WORK SHALL CONFORM TO LOCAL STANDARDS AND SPECIFICATIONS.
4, PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISITlNG LINES
OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING
CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES,T
5, PVC PIPE AND FITTING SHALL CONFORM TO ASTM SPECIFICATIONS DESIGNATION D-3034-77C,
MA SDR 35. INSTALLATION 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 200, SDR 21, COLOR GREEN, WITH A GREEN
MAGNETIC TAPE A MINIMUM OF 2" WIDE, PLACED 1 FOOT BELOW THE PROPOSED GRADE, THE
PRINTING ON THE MAGENTIC TAPE SHOULD READ "FORCEMAIN".
7, ALL DUCTILE IRON PIPE SHALL BE PRESSURE CLASS 350, 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 COLLECTION OR TRANSMISSION MAINS THAT REQUIRE D,I.P, ARE TO BE
POLYLlNED OR EPOXY LINED,
9, ALL SANITARY SEWER MANHOLE COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING.
10, THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS. SIGNED AND SEALED
BY A PROFESSIONAL LAND SURVEYOR, THE RECORD DRAWINGS SHALL SHOW FINAL GRADES AND
LOCATIONS ON AlL SANITARY SEWER MAINS AND SERVICES,
WATER/SEWER SEPARATION NOTES
VERTICAL CLEARANCE AT CROSSINGS:
GRAVI1Y 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 NO JOINT IS
LESS THAN 10 FEET FROM THE POINT OF CROSSING. WHERE THE MINIMUM 18 INCH SEPARATION
CANNOT BE MAINTAINED, THE SEWER SHALL BE CONSTRUCTED FROM WATER MAIN GRADE
MATERIALS AND SHALL BE EITHER SLEEVED OR ENCASED IN CONCRETE FOR A DISTANCE OF AT
LEAST 20 FEET, CENTERED ON THE POINT OF CROSSING, ALL CROSSINGS OF LESS THAN 18
INCHES CLEARANCE SHALL BE REVIEWED BY THE ENGINEER PRIOR TO CONSTRUCTION,
WHERE THERE IS NO ALTERNATIVE TO SEWER PIPES CROSSING OVER WATER MAINS, THE PIPES
SHALL BE CENTERED AT THE CROSSING AS INDICATED ABOVE, AND THE WATER MAIN SHALL BE
PLACED SLEEVED OR ENCASED IN CONCRETE FOR 20 FEET CENTERED ON THE POINT OF
CROSSING. ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT
DAMAGE TO THE WATER MAIN. ALL CROSSINGS OF LESS THAN 18 INCHES CLEARANCE SHALL BE
REVIEWED BY THE ENGINEER PRIOR TO CONSTRUCTION,
HORIZONTAL SEPARATION BETWEEN PARALLEL LINES:
GRAVITY SEWERS AND 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 10 FEET OF SEPARATION. THE WATER
MAIN SHALL BE INSTALLED IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF
LOCATED ON ONE SIDE OF THE SEWER AT AN ELEVATION SUCH THAT THE BOTTOM OF THE WATER
MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER WITH WATER AND SEWER JOINTS
SHALL BE STAGGERED.
ALL INSTALLATIONS WITH LESS THAN 10 FEET OF CLEARANCE SHALL BE REVIEWED BY THE
ENGINEER PRIOR TO CONSTRUCTION,
CONTRACTOR RESPONSIBILITIES
1, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM A S SURVEY (ACCOMPANIED BY THE
ARCHITECT AND THE OWNER(S)) OF THE ENTIRE PROJECT AREA INCLUDING BUILDING(S) AND SITE
IMMEDIATELY UPON OCCUPYING THE WORK AREA.
2, PROV~DE PHOTOGRAPHIC AND WRITTEN CORRESPONDENCE DETAILING ANY AREAS THAT ARE NOT
IN FIRST CLASS CONDITION THAT IS PROPOSED TO REMAIN,
3. EXISTING SURFACES AND MATERIALS THAT ARE UNBROKEN, NON-CRACKED, NON-RUSTING,
WITHOUT CHIPS, WITHOUT SPLINTERS, OF TEXTURE MATCHING ITS SURROUNDINGS, 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 SHALL REMAIN
IN SUCH CONDITION AT THE CONCLUSION OF THE PROJECT. ANY DAMAGE OR ALTERATION TO
SUCH MATERIALS MUST BE REPAIRED, REPLACED OR REFINISHED TO THE OWNER'S / ARCHITECT'S
SATISFA.'';TION,
4, THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING THE OWNER WITH A COMPLETE
PROJECT IN FIRST CLASS CONDITION MEETING INDUSTRY WIDE STANDARDS IN QUALITY
PERFORMANCE AND WORKMANSHIP THROUGHOUT THE ENTIRE PROJECT AREA INCLUDING BUILDINGS
AND SITEWORK (REGARDLESS OF WHETHER OR NOT AN AREA IS SPECIFICALLY IDENTIFIED WITHIN
THE DRAWINGS AND SPECIFtCATIONS)-UNLESS A PARTICULAR AREA HAS BEEN DESCRIBED IN THE
AFOREMENTIONED PHOTOGRAPHS AND WRITTEN DETAILS DESCRIBING PRE-CONSTRUCTION DISREPAIR
OR DAMAGE,
5, EXISTING BUILDINGS, UTILITIES, LANDSCAPING. ETC, DESIGNED TO REMAIN MUST BE PROTECTED
THROUGHOUT THE PROJECT DURATION, ANY AREA OF THE BUILDINGS, UTILITIES, ETC, THAT
BECOME DAMAGED MUST BE REPAIRED OR REPLACED TO THE FULL SATISFACTION OF THE OWNER
/ ARCHITECT AT NO ADDITIONAL COST.
6, THE OWNER, ARCHITECT, ENGINEER, SURVEYOR AND THEIR AGENTS ASSUME NO RESPONSIBILITY
FOR THEIR PREPARATION, COMPLETENESS NOR ACCURATENESS OF THE LOCATIONS OF EXISTING
UTILITIES ABOVE OR BELOW GROUND. THE CONTRACTOR SHOULD ONLY USE THIS INFORMATION AS
A GUIDE TO THE SUSPECTED LOCATION AND TYPE OF THESE UTILITIES 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, GAS,
RECLAIMED WATER, TELEVISION CABLES, TELEPHONE LINE, SECURITY WIRING. SITE UNDERGROUND
MECHANICAL SYSTEMS, ETC,
7, IT ,: ,HE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE SPECIFIC LOCATION OF
UNDERGROUND SERVICES BY CAREFUL HAND EXCAVATION ONLY. ALTERNATIVE EXCAVATION
PROCEDURES MUST BE APPROVED BY THE PROJECT ENGINEER AND THE OWNER PRIOR TO
BEGINNING THE WORK.
8. CONTRACTOR SHALL REPLACE OR REPAIR, PER SPECIFICATIONS, ANY AND AlL DAMAGED
UNDERGROUND SERVICES AT NO ADDITIONAL COST TO THE OWNER.
MAINTENANCE OF TRAFFIC:
1, IMPLEMENTATION OF ALL TRAFFIC CONTROL PROCEDL'RES SHALL BE IN ACCORDANCE WITH F,D,O,T, ROADWAY
AND TRAFFIC DESIGN STANDARDS (JAN 1994 OR LATEST EDITION). SPECIFIC STANDARDS ARE OUTLINED IN INDEX
600, 622. 623 AND 625. PROCEDURES SHALL ALSO BE IN COMPLIANCE WITH THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (MUTCD 1988 OR LATEST EDITION), THE F,O,O,T, STANDARD SPECIFICATIONS FOR
ROADS AND BRIDGES (1991 OR LATEST EDITION) AND APPLICABLE F,D.O,T, SUPPLEMENTAL SPi::CIFICATlONS,
2. NO LANE CLOSURE SHALL BE PERMITTED BETWEEN THE HOURS OF 10:00 AM TO 7:00 PM, NORTHBOUND
AND FROM 7:00 AM TO 7:00 PM SOUTHBOUND,
3, THE APPLICANT MUST NOTIFY THE LOCAL HIGHWAY MAINTENANCE OFFICE 48 HOURS IN ADVANCE PRIOR TO
STARTING ANY WORK,
4, TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH F,D,O,T, INDEXES 600 AND 621,
5, AN F,D.O,T. DRIVEWAY PERMIT AND I OR UTILITY LICENSE IS REQUIRED FOR ALL WORK WITHIN THE F,D.O,T,
RIGHT -OF -WAY,
SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS
1. ALL GRAVITY SEWER PIPING SHAL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S
ENGINEER. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE
INPSECTION,
SANITARY SEWER/RECLAIMED WATER AND POTABLE WATER/RECLAIMED WATER SEPARATIONS
WHEN THE RECLAIMED WATER LINE IS TRANSPORTING 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 SEWAGE COLLECTION LINES, AN 18 INCH VERTICAL
SEPARATION SHALL BE MAINTAINED AT CROSSINGS,
WHEN THE RECLAIMED WATER LINE IS TRANSPORTING WATER FOR NON-PUBLIC ACCESS
IRRIGATION:
THE RECLAIMED WATER MAIN SHALL BE TREATED LIKE A SANITARY SEWER, A 10 FOOT
HORIZONTAL AND 18 INCH VERTICAL SEPARATION 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, THE DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP) MAY ALLOW
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,
2, THE CONTRACTOR SHALL PERFORM AN INFILTRATION/EXFILTRATION TEST ON ALL GRAVITY
SEWERS IN ACCORDANCE WITH LOCAL REQUIREMENTS.. TESTS SHALL BE OBSERVED BY THE
ENGINEER OR HIS DESIGNATED REPRESENTATIVE AND THE LOCAL UTILITY INSPECTOR,
CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO ALL PARTIES PRIOR TO
CONDUCTED TESTS.
3, ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN ACCORDANCE
WITH AWWA C600 FOR DUCTILE IRON PIPE AND AWWA C605 FOR PVC PIPE. TESTS ARE TO
OBSERVED BY THE ENGINEER OR HIS DESIGNATED REPRESENTATIVE AND THE LOCAL UTILITY
INSPECTOR, CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO ALL PARTIES
PRIOR TO CONDUCTED TESTS,
JURISDICTIONAL NOTES
1, ALL WORK ON SITE SHALL COMPLY WITH THE CODES AND SPECIFICATIONS SET FORTH IN THE
CITY OF CLEARWATER CODE,
2, ALL WORK WITHIN THE RIGHT OF WAY SHAlL COMPLY WITH THE FLORIDA DEPARTMENT OF
TRANSFORTATION CODES AND SPECIFICATIONS,
3, ALL RELATED WORK SHAlL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT, LATEST EDITION,
4, ALL DRAINAGE RELATED WORK SHALL COMPLY WITH THE SOUTHWEST FLORIDA WATER
MANAGEMENT DISTRICT CODES AND SPECIFICATIONS LATEST EDITION.
i
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DRAWING FiLE NAME: eft G4TE: INFO: 3/17/2003 11 :59 AM
CIVIL SPECIFICA liONS
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DEMOLITION LEGEND
t "_~_'; :1 =BUILDING TO BE REMOVED
=PAVEMENT TO BE REMOVED
l">,i'::",:j =CONCRETE TO BE REMOVED
@ =DEMOllTION NOTE FLAG
o =TREE BARRICADE
DEMOLITION NOTES
DEMOLITION OF THE SITE INCLUDES THE REMOVAL/RELOCATION
OF ALL EXISTING STRUCTURES WITHIN PROJECT AREA, PAVING
AND BASE, UTILITY LINES (SANITARY SEWER, STORM PIPES,
WATER LINES, POWER POLES, OVERHEAD AND UNDERGROUND
POWER AND TELEPHONES CABLES, GAS LINES, TREES,
SHRUBS, ETC.) AND IS NOT LIMITED TO WHAT IS SHOWN.
'~;'::'
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@ INSTALL SILT BARRIER ALONG PROPERTY LINE.
@ REMOVE OR RELOCATE TREE.
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@ REMOV~ EXISTING CONC,/CURB,
',1 F('o. "_~'1l"'''~''~'~ " "".,oo:..,....."'J
. @ REMOVij PAVEMENT.
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,.@- RE--MGVE; -WSG. GONCR.gTt..
ALL CAVITY & EXCAVATION RESULTING FROM REMOVAL OF
TREES, SHRUBS, PIPES, INLETS, GREASE TRAPS, SIGN,
AND POLE BASE SHALL BE FILLED LWITH APPROVED
SUITABLE MATERIAL AND COMPACTEp IN 12" LIFTS TO
95% OF MAX DENSITY, I
I
O~-SITE DISPOSAL OF CONSTRUCTioN AND DEMOLITION
DEBRIS MAY OCCUR ONLY AFTER WRITTEN APPROVAL HAS
BEEN GIVEN IN ADVANCE BY THE PROJECT ENGINEER, THE
PROPERTY OWNER, PINELLAS COUNTY ENGINEERING, THE
DEPARTMENT OF ENVIRONMENTAL MANAGEMENT AND BY
FD,EP, IF NECESSARY. OFF-SITE DI~POSAL OF SUCH
DE;BRIS MUST OCCUR IN SOLID WASTE DISPOSAL FACILITIES
APPROVED BY FDEP AND PINELLA9 COUNTY.
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SCALE: 1 "=40'
19/29/16/10676/000/0010
#
PARCEL
OF 11
SHEETS
SITE -WATERFOR0-Q4-12-Q3,dwg
~/18/2003 11:2~ AM
DRAWING FILE NAME de DATE: INFO:
DRAINAGE LEGEND
~ ~ I I I I I
DRAINAGE PIPE SCHEDULE
DRAINAGE STRUCTURE SCHEDULE
! I
U) U)
Cl Cl
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= EXIST, GRADE ELEVATION
= EXIST, GRADE CONTOUR
= NEW GRADE ELEVATION
DIAMEfER
(IN.)
PIPE
TYPE
SLOPE
(%)
LENGTH
(FT.)
STRUCTURES
FROM TO
TOP ELEVATION INVERT ELEVATlON(S)
W=15.70 (12" R.D.)
NOTES
STR. # DESCRIPTION
NOTES
TYPE "CO
GRATED INLET
TYPE "CO
GRATED INLET
(!)
18,00
~
E=15,28
E=15.05
18.00 W= 15,05
S=15,05
(!) @
18"
R,C,P.
0.2%
115
@
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(fJ
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R,C.P,
0,2%
25
r;t;<~L:it~::~"":m.m:~ = EXISTING STORM SEWER
@
SUMP
15.00
M,E.S.
= NEW STORM SEWER
@
@
-----
18"
R,C.P,
0,2%
115
N=15,50 (12" R.D,)
E=15,28
W=15.28
E=15.05
W=15,05
S= 15,05
15,00
N=15,50 (12" R.D.)
W= 15,28
TYPE "C"
GRATED INLET
TYPE "CO
GRATED INLET
@
= EXIST. DRAINAGE INLET
= NEW DRAINAGE INLET
= EXIST, STORM MANHOLE
= NEW STORM MANHOLE
EXIST, MITERED END SECTION
= NEW MITERED END SECTION
= POINT OF CONNECTION TO EXIST. UTILITY
= SWALE ARROW
= DRAINAGE FLOW ARROW
= SILT BARRIER - REFER TO DEMO PLAN
18,00
@
@
18"
115
R.C.P,
0,2%
I
I
@
18,00
@
@
18"
R,C.P,
25
0,2%
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, ,
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@
SUMP
M.E.S,
@
(f)
18"
R,C.P,
0,2%
115
TYPE "c"
GRATED INLET
(f)
18.00
c
~
@
@
18"
R,C.P,
0,2%
75
CONTROL
STRUCTURE
@
SEE DETAIL
S=14,69
18,50
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:1. l.LJ lJj "".,. '..JJ 4, DO
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1- ~ ,.~~ z O)~; (I) N
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r-' 0-"" ~f.r.:f-.-Ln /. a..
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LL.J <( ;.-- iT':.,. ~ L. ...
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18"
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CONTROL
STRUCTURE
,
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W= 14.58
17,50
~
@
@
24"
R,C.P,
0,2%
148
-----~~ - ____n____-._ _ ____ ___ .~._ .__ ~__._~___. .._____..~___._n_~________.__ ..__.__ ________._.____.~. _.. . ____.._.._.__._ n'__._. _~___._, _~____.__~.__.~
N=14,43
E= 14.43
S=14,43
~
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@
18.35
JUNCTION BOX
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tL.i-<' / <IV
@
@
24"
R.C,P,
0.2%
66
TYPE tIC"
@
E=1620
1935
GRATED INLET
(iNCR[SS ;~J~D~):.CR[~~~B [ASEM[NT "19h7i'~ "'0
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---- ------_._-----_.::-;~~~~~ ;~~~~~~~_.~-=-~ <\~ // \ -:~~.~~:~~:~-::;:,~~.~==~~=-.-
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"::M. +.9 _ _.1- ,-' ,-?,' '-, ' ,', CJ
: ~ . . -r--=--' -:::.:: ',.,'" /' "~. '-, -," ~ : COMMERCIAL "LESS OUT" PARCEL
,,0, 1 ~ ...,... ....><=<1 .'., "" '. " ~ :. ',:"/ i (NOT INCLUDED)
>,o,y~<. o,""",~t-'~: I \>,d \ '~>$bWIDi1 1,' Ii ",<:> ----;-CASE NUMBER FLS02-04-32
~/< II' -.... ~j~/ o. 3s':~ T r~1j,~~="1':-::;4L ,..:.~.j..~.~;."'" ,o;'?~ (NO CHANGES PROPOSED)
< \ 1:= r-- \ ~,', /~ ' I..:
CONTINUOUS SILT < \ ~1- 'I.,. , ~. ~ ' /--- "" 7 I"
BARRIER AROUND t _ . \' J OOR :-
PROPERlY-REFER TO ~ I, : r11 w, ""V.lIVI ITW_7nll~ ~ I ~, II.., ," . . "-:'--' tc:. 20'f~
SHEET C2.1 < c · ~ 'NI '~1J;:~" / ~~ '- I"~
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LEADER PIPE 0 0,4'" ~.... ~ ~[' _. J_~ ~ _ _ . _......., ; ,\l> PROVIDE 3' X 3' CONCRETE
< :t- __ l..J , (r -"'- ^- ^- ^ , !A. VCOUAR FOR ADS PIPE
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// < I rC~"1f.5~ i:m' -- 1 ~r~~ ::;~ ::.::~~~. < v-=~O~~ ~g~~ATERIAL
/, ~ '~(~ - "X"-:Al::::~lIi: CONTINUOUS SILT
( ~ -'... [I~ @ ~\\~'" ~ ~2,8.I ~ !:;IilJ~!' ~~/ !$~~~~~~ TO
12" ADS RO~~ ~'P ____ ~ : ~ '\''-\\'\ r,/~" ~ iii!i;!!i i. lOP ,-\~,'
LEADER PIPE I) O.~ "-.. {!r ~ cS''''l ~J \~ \' Y;'\i:~ .c "T'fl'" '
USE PYC ROOF LEADEI3~~ ~ --~I..~"-~ W_2( tl~1 \\~\:,\\\':\ 9 ::'II'!:'I':;;
PIPE UNDE:O~A::E:OF /~ 1- ~ a~i~~:8 ,~r\ \~/ ~\~ !~~:,,' P ~ :':1"::1':;; /--~~I~2:;; ':,6'~iS~~
LEADER PIPE I) 0.4~../' IrJ ~ ~ 1~',\\: Jill ::: I:: II' ,~1 / ~:~~~. tl;~0~ ~~I~ : if~~
.. I' Nt:: I!ltn<'\ J \. "(~\~ T \\\1'\.':':,.. il!::,!: I < . T /i 62"4~SS.SE:;,..il~&'V," ELEV ~ 12.78
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RIM Ei.~V. '" 19.31 ", ~ I. ~'1.;1ite ;,--. ,i. . .... " '-, ,'.',,'.'\:', . ".iil! !iil: ~ II,) () . C, A (j
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, CONTINUOUS SILT ~:~~ f' ~~0: kfj. : rn LEADER PII~,E)~" ~:~~ LEADER '!i'IPE 0 O'4~"':\" y l- b~ . / \ \::- '. 'T' I"I:'/' ~ Ii ,'\ ,j P~:~EN nON PONe' fo'?
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PROPERlY_REFERTO~ 8"S:3INV.EI.<:'v.~7r,)1 .- "J ,","\" ~ IOUIIU7Y[J,SEMarrTO,-. ',' v / /,,'\0 -, ~ :,:,1,'1,: ,~c;, C:;\"",,'r-<:-L"I't./'--APPROXIMA1TTOPOF
- . C^ INV-.... 90 .. II f \ () Q C ,q;,' /r ~._".... , ~"',<:./ BA.NK OF RE'UHIOhi POND
'\ SHEET C2,1 ':l ..., "', v"'" <), 0 \ 'I ,'\ "'1,'; --':I-- " FlORIDA f'OIlt;R fOR!', ' V-~\I ,/ ~l " ' ,.., :, :'0.10. ::};,';'/" / ,<),(). t;~ '5":, , ,\. /
.,.' ,~." '" ,~) ,.~ 10 ADS ROOF ,~j '2:, _-. --- -\-' _r?i. ,,~, 10 ADS RO~~ 18-- ~,I)< r-- , ,/f:"_ -' ~..'" -- '~2 ~.. - "'<"~ ------, ""0''3> r;\1 c0 / "
COINV-16.40,':;. ~~~ -"OINV-161lu----. . k- l;lEADERPIPECO.4:5 _.,_-.CO-Irw=-15~=~_..-..,~,.v ~,: ~?[LEADERPIP~I)O.4~ -- "~.: _ ~ - ---.-- """ . ,,- -' ! ""'..._!J_/~\^'V,,().'2 /If"
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CONTINUOUS SILT ; '? ~ t' lII~ti~ ,I- ~ ~ ; I I ~lr.n -~~2 SF 1 ,eo'? ! ND~ R~~~~l~ ! i' ~it~~~j S~~\ \ J' ND~ ;;ig~1s~ \ ' ~5tl~' r': "~I ,-.. ~?<:9 ~"'... /<1'",0' ~'I ~, ~I / .. ',- -:/ ""':',: ~~"..."'" -"",, ,~.' ,"' - -'--',,=" '.:"'" ......". . 'c""" '. ""'\' ,,-~:..,.,,6. -- "1 -=:,' =- -- -, --""
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PROPERlY-REFER TO~_II: ,...... ' F'F- 00 I I F'F- 00 I ",.l . I FF.,Io:I....OO I'f:'- 000 I '0{)' I .i!i ',^", ~'RI'/41j:)'& PUBUC urlt.m(~J~&:/AitRWi\1ISt~AIl9~:,IEN1
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:i" PROPERlY-REFER Tg/ '. '-. ' ROOF LEADERS SHAlL " '.'.: (';.""0,;." c::'h<:. '<OJ,::' )~ ~.: 1 PROmlY-REFER TO ~ ROOF LEADERDSRSEHCATL(L (', ,,'\' <I' ,'0' N'-"""~ ; 0 ~"''T-=:' I
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POND-USE "BUBBLE-UP" .5;. i ROOF LEADERS SHAlL aJ s I :. \ I POND-USE BUBBLE-UP ~"'~ n , ,:\~ ,
STRUCTURE PER DETAIL DRAIN DIRECTLY '1.'- ':'~ STRUCTURE PER DETAIL v. i I .'0
POND-USE "BUBBLE-Up",ulr! : ~;j',-,--- STORM BASiN ~~ 6 J <I'
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SANATARY STRUCTURE SCHEDULE
STR. * DESCRIPTION TOP ELEVATION INVERT ELEVATlON(S) NOTES
N & S-7,73::t: NEW MANHOLE
(1) MANHOLE 18,25 E=10,10 FOR EXISTING
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SANIT ARY PIPE SCHEDULE
STRUCTURES LENGTH DlAMmR PIPE SLOPE NOTES
FROM TO (FT.) (IN.) TYPE (%)
@ @ 130 8" P.v.C, O,4r.
@ @ 230 8" P.V,C. O,8r.
@ C!J 38 8" P.V,C. 1.0r.
@ @ 112 8" P.V,C, 0.4r.
ctJ @ 90 8" P.V.C, O,4r.
@ C!J 195 8" P.V,C, 0.8r.
@ @ 152 8" P.V,C. O,4r.
@ @J 65 8" P'.V,C, 0.4r.
UTILITY SERVICE LEGEND
- Go- WATER SERVICE AND METER TO BUilDING
'-- ,- SANITARY SEWER SERVICE LATERAL TO BUilDING
NOTES:
-INDIVIDUAL WATER SERVICE CONNECTIONS TO EACH UNIT
(NO SHARED CONNECTIONS) PER CITY STANDARD INDEX
#401 1 OF 3. SPACING PER INDEX #401.
-EACH UNIT TO BE SERVED BY AN INDIVIDUAL 6"
SANITARY SEWER SERVICE (NO SHARED CONNECTIONS).
-THE SANITARY SEWER SYSTEM SHAll BE A PRIVATE
SYSTE M.
-THE WATER SYSTEM SHALL BE PUBLIC. A BLANKET
EASEMENT SHALL BE PROVIDED FOR THE WATER
DISTRIBUTION SYSTEM AND SHALL BE DEDICATED PER
PLAT.
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\L----,
/') \ 1__.-1
/ I ' ---',
( L-.----\ \
II \ \
\ \ f7 \ ,,)
\\. //j v
'- --.~- /
" /'
~-...- ---.--
0:
ISLAND OR
ROW END CURBING
"
"
~
a..
w
w
V'l
>
"
EQ,
EQ,
12'
5' MIN,
SEE PLAN FOR STALL WIDTHS
TYPICAL PARKING STRIPING
NTS
1/2" X 4" BITUMINOUS STRIP
WITH JOINT SEALER
AT ALL EXPANSION JOINTS
4" 3,000 PSI CONCRETE
BROOM FINISH
CUT STRUCK JOINTS
@ 1/5 CONCRETE THICKNESS
- " ~.'-
~
, <
," "'/'
"
. (' " -~;
. ,
- ).. - -
, " i .0,
. ,
"
-"
i ~
, " 5 "
"'")
~
(.) "
/,::>
,~
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~
.z
5
..,
,!Z
'0'
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::.t:
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~
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Vi
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<(
a..
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'. vi tf)
z.~
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a.. ~'
w
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0,
cl,
A..,\ ",' I: ~
~ ^'
"
~'
, ::l,
0::.
Iii
''''~-
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(.)
..::>
~
~~ .,
,~ .\
/
"
"
,. \
'j
.J
"
-,\ "
;,fl'- :
. , '~
~/":: ~',~:-:.' ,-<\-~-'-: -':-: ....... r-""::,-~'"
~ '\ ~ ~ '" ~ .
,I' ;-
\"" ~ '~. '.\ ',,' " ~ l
"'''. '...
5' MAX, BETWEEN
STRUCK J INT
BEGIN/END CONDITION
CC>> EXISTING WALKS
50' MAX, BETWEEN EXPANSION JOINTS
NOTES:
1. SIDEWALKS SHALL HAVE TOOLED EDGES,
2, CONSTRUCTION JOINTS SHALL BE LOCATED AT STRUCK JOINTS OR EXPANSION JOINTS ONLY,
3, THIS DETAIL IS FOR ON-SITE CONDITIONS ONLY, DO NOT USE FOR RIGHT-OF-WAY
CONSTRUCTION,
4. REFER TO FDOT INDEX #310 AND CORRESPONDING SPECIFICATIONS FOR SIDEWALKS WITHIN THE
RIGHT OF WAY,
SlEW ALK DETAIL
NTS
REFER TO SITE PLAN AND/OR ARCHITECTURAL
PLANS FOR SIDEWALK EXTENTS
COMPACTED BASE OR 3,000 PSI CONC.
UNDISTURBED SOIL W/MEDIUM BROOM FINISH
1" F",DIUS (TYPICAL)
FINISH GRADE
UNCOMPACTED FILL
(SUIT/.,BLE FOR
LANDSCAPE MATERIA~)}
'-'
SUBBASE
FINISH
6"
BASE
#5 REBAR-CONT'D "
COMPACTED SUBBASE
, I ~
NOTES:
1, CURB SHALL BE SEALED WITH LAMBERT GUARDSEAL CURE AND
HARDENER OR EQUAL,
2, BOND CURB TO PAVEMENT WITH EMULlFIED ASPHALTIC TECH RS-2
AND DEFORMED STEEL ROD.
3, CURBS SHALL HAVE 1" DEEP CONTROL JOINT EVERY 10 FEET,
4, THIS DETAIL IS FOR ON-SITE CONDITIONS ONLY, DO NOT USE FOR
RIGHT-OF-WAY CONSTRUCTION,
NOTES:
1. PROVIDE 1/4" CONTROL JOINTS C 5'-0" O,C.
2, PROVIDE 1/2" BITUMINOUS EXPANSION JOINTS @ 50' O.C,
3, THIS DETAIL IS FOR ON-SITE CONDITIONS ONLY. DO NOT USE
FOR RIGHT-OF-WAY CONSTRUCTION.
SIDEW ALK CURB DETAIL
NTS
EXTRUDED CURB DETAIL
NTS
SPECIFICATIONS OF INSTALLING A BARRIER:
1, MINIMUN RADIUS TO BE PROTECTED:
A, HARDWOODS: 2/3 OF THE DRIPLlNE OR 6', WHICHEVER IS GREATER,
B, PINES: DRIPLlNE OR 6', WHICHEVER IS GREATER,
2. METHOD OF ERECTIOIN (SEE DETAIL)
A, MINIMUN HEIGHT OF UPRIGHTS 3' AND NO LESS THAN 2"x2" LUMBER.
B, UPRIGHTS SHOULD HAVE HORIZONTAL RIBBONING AT THE TOP AND 12"
BELOW THE TOP.
C, UPRIGHTS SHOULD BE SPACED AT NO MORE THAN 4'-5' INTERVALS,
D. HORIZONTAL MEMBERS OF NO LESS THAN 1 "x2" LUMBER.
I '
I
A
8
C
D
I
I
~2/3 Driplinel--{
Full Dripline
RIBBON BARRII!R
3'x2"x2"
12"
4'-5'
1 "x2"
NOTE;
1. BARRIERS ARE TO BE ERECTED AROUND REMAINING TREES BEFORE
CONSTRUCTION, GRADING, OR ANY TREES ARE REMOVED.
2, PLACE NO HEAVY EQUIPMENT INSIDE BARRIER; ONLY HAND LABOR,
1 ,3, PLACE NO CONSTRUCTION MATERIAL OR SOIL DEPOSITS INSIDE BARRIER AREA,
II 4. BARRIERS ARE TO REMAIN IN PLACE UNTIL ALL PAVING, CONSTRUCTION IS
COMPLETED AND HEAVY EQUIPMENTS IS OUT THE AREA.
I 5, EITHER RIBBON OR WOODEN BARRIER MAY BE USE FOR HARDWOODS
Full Dripline---, OR PINES,
WOOD BARRIER
PROTECTIVE BARRIER DETAIL
NTS
DRAWING FILE NAME 4c DATE: INFO: ~/18/2003 12:10 PM
om -WATERfORO-03-Q8-03.dwg
1/2"R
1-1/2"R
18"x 18" & 18"x 12" COMBINATION SIGNS
BLUE BACKGROUND - WHITE SYMBOL
WHITE BORDER
~ 18"x18" LOGO SIGN
WHITE BACKGROUND - BLACK LETTERS
BLACK BORDER
18"x12" LOGO SIGN
PARKING BY
DISABLED
PERMIT
ONLY
2 SIGN COMBINATIION PLAIN BAKED ENAMEL
2 SIGN COMBINATION REFLECTIVE SHEETING
PENALlY
UP TO
$255
LETTERS TO BE 1" HIGH
SIGN TO BE MADE OF ALUMINUM
POST TO BE MADE OF GALVANIZED STEEL
SIGNAGE PER ADA REQUIREMENTS
1"
18" I
"-+
a:l STATE REQUIRES A PENALlY NOT TO EXCEED
$250, LOCAL JURISDICTIONS MAY VARY
HANDICAP PARKING SIGN DETAIL
NTS
(WALK SURFACE
6" HIGH OR DEPTH
PER GRADING PLAN
PAVEMENT
, ..' fSURFACE
; =(0 \
" ' ",," -=.-4-' -::-,::.::::.::-:.:.....J
",.' ,,' ,,- +
:."" ~
'" ~.
.... .-.._---- -------;
" I
6" HIGH OR DEPTH
WALK SURFACE PER GRADING PLAN
6' (OR PER DEPTH
@ 1:12 SLOPE)
WOOD FLOAT
@ RAMP
4" 3,000
PSI CONCRETE
PROVIDE TWO RAMPS
IF WALK CONTINUES IN
TWO DIRECTIONS
:I:
5
i
~d3
:::lEu.
f ," II 'Ii,!
I .' I
! I' .' i"
I' J
" I., .-'b I
fl:-11' ~AXI'" '
'1 J" j'" I
l I '. t I,
!'! I 1. I'
...t t". ; ~ . '1:, " : J'
"FLAT" LANDft'lG
, - (MAX, ,SLOP~ FO,R.
DRAINAGE .;RUNQFF=l%) ,
FLUSH WITH ,
'PAVE:ME~J SU)~FACE"
Lo~
a..
w
w
V'l
r,"
6' (OR PER DEPTH
@ 1:12 SLOPE)
6' (OR PER DEPTH
@ 1:12 SLOPE)
STRAIGHT HANDICAP R.lMP DETAIL
NTS
3,(luu PSI CONC,
W/ME:DIUM BROOM FINISH
10"
14"
RADIUS
1/," RADIUS
BASE
. Z
\0-
:::lE
2 EACH #4 REBAR-CONT'D
SUBBASE
NOTES:
1, INSTALL EXPANSION JOINTS EVERY 50 FEET.
2. CURBS SHALL HAVE 1" DEEP CONTROL JOINT EVERY 10 FEET,
3, THIS DETAIL IS FOR ON-SITE CONDITIONS ONLY, DO NOT USE
FOR RIGHT -OF-WAY CONSTRUCTION.
DROP CURB
NTS
DET AIL
.
v
.........
~
I
1-1/4" lYPE S-3 ASPHALT
6" L1MEROCK BASE LBR 100
COMPACTED TO 98" MAX,
DENSllY PER AASHTO T -180
12" COMPACTED SUBGRADE
98~ MAX, DENSllY PER
AASHTO T-180
NOTES:
1. REFER TO GRADING PLAN FOR PAVEMENT SLOPES,
2, SUBSTITUTIONS OF BASE MATERIAL MUST BE APPROVED BY THE ENGINEER,
STANDARD PAVEMENT DETAIL
NTS
1/2 DRIVE AISLE
EDGE OF PAVEMENT OR CURB
2' WIDE WHITE STOP BAR
,\.
, ~ :~PRCMDE "STOP" TEXT
AS SHOWN ON PLAN
b
N
4" WIDE SINGLE
YELLOW STRIPE
NOTES:
1, THIS STOP BAR DETAIL IS FOR ON-SITE
PRIVATE CIRCULATION ONLY.
2. REFER TO FOOT SPECIFICATIONS AND
DETAILS FOR STOP BARS AT DRIVEWAYS
CONNECTING TO THE PUBliC RIGHT OF WAY.
ON-SITE PRIVATE STOP BAR
NTS
WALK SURFACE
6' (OR PER DEPTH 6" HIGH OR DEPTH
@ 1: 12 SLOPE) PER GRADING PLAN
';0;;: h".., l ',' ~'t'-. ". "', ,... . .1 ~ rPAVEMENT SURFACE
.... t ...., .,' -;. -1~___
,..'<.... ',' :'; ; ',.,',', . ",,'. ==F=-~ -'--':::::-:1
'. r" l.- s.
WOOD FLOAT <~ -'--- -'-'---1
o RAMP
TRANSITION ED
CONCRETE CURB
:I:
5
i
0::
PEDESTRIAN WALK ~
. i ! '1 ,- '.; I,
",.1,) i I I
j 'I'"
, I ,! I, '
i r ' "
, !, I I I.
"~,-
,I '1'1,: '
'f ~" i ,!
'I i , ;' I 1 '
! ! "i' ! 'I
! .' l . j
!
'j
'!
,)' I
PAVEMENT
~
a..
w
w
V'l
TRANSITIO NED
CONCRETE CURB
-. .'11' I
6' (OR PER DEPTH
<<>> 1 :12 SLOPE)
END HANDICAP RAMP DETAIL
NTS
3,000 PSI CONC,
W/MEDIUM BROOM FINISH
FINISH GRADE
UNCOMPACTED FILL
(SUITABLE FOR
LANDSCAPE MATERIAL)
\.!
1" RADIUS
SUBBASE
NOTES:
1. INSTALL EXPANSION JOINTS EVERY 50 FEET,
2, CURBS SHALL HAVE 1" DEEP CONTROL JOINT EVERY 10 FEET,
3, THIS DETAIL IS FOR ON-SITE CONDITIONS ONLY. DO NOT USE
FOR RIGHT-OF-WAY CONSTRUCTION,
VERTICAL CURB DETAIL
NTS
.
N
2" lYPE S-3 ASPHALT
8" L1MEROCK BASE LBR 100
COMPACTED TO 98~ MAX,
DENSITY PER AASHTO T-180
12" COMPACTED SUBGRADE
98" MAX, DENSITY PER
AASHTO T -180
NOTES:
1, REFER TO GRADING PLAN FOR PAVEMENT SLOPES,
2, SUBSTITUTIONS OF BASE MATERIAL MUST BE APPROVED BY THE ENGINEER,
R.O. W. PAVEMENT DETAIL
NTS
1';"",'
'?1rt,.
STOP SIGN
TYPE R1-1
NOTES:
1. STOP SIGNS SHOULD BE ERECTED
AT THE POINT WHERE THE VEHICLE IS
TO STOP, OR AS NEAR THERETO AS
POSSIBLE, AND MAY BE SUPPLlMENTED
WITH A STOP LINE AND/OR THE WORD
"STOP" ON THE PAVEMENT.
2, YIELD SIGNS MAY BE ERECTED IN
THE SAME MANNER WHERE REQUIRED.
WHERE ONLY ONE STOP SIGN IS
USED, IT SHALL BE ON THE RIGHT
HAND SIDE OF THE TRAFFIC LANE
WHICH IT APPLIES,
3. AT INTERSECTIONS OR DRIVEWAY
ENTRANCES THAT HAVE WIDE THROAT
WIDTHS ON THE SIGNED APPROACH,
OBSERVANCE OF THE SIGN MAY BE
IMPROVED BY THE ERECTION OF AN
ADDITIONAL SIGN ON THE LEFT SIDE
OF THE APPRAOCH ROAD / DRIVE.
4, WHERE TWO ROADS/DRIVES
INTERSECT AT AN ACUTE ANGLE, THE
STOP SIGN SHOULD BE POSITIONED
AT AN ANGLE OR SHEILDED SO THAT
THE MESSAGE IS VISIBLE FROM BOTH
ANGLES,
2' TO 4'
r..
DRIVE AISLE"\
~
:I:
.....
V'l
V'l
~
b
z
(GRADE
.
o
I")
NOTES:
1, THIS STOP SIGN DETAIL IS FOR ON-SITE PRIVATE CIRCULATION ONLY.
2. REFER TO FOOT SPECIFICATIONS AND DETAILS FOR SIGNS AT DRIVEWAYS CONNECTING
TO THE PUBliC RIGHT OF WAY,
ON-SITE PRIVATE STOP SIGN
NTS
liMIT OF PAVEMENT, L1MEROCK,
STABiliZED SUBGRADE
AND ANY OTHER PAVEMENT
RELATED MATERIAL
OR DENSE COMPACTION
PROPOSED PLANTER BED
WITH CLEAN SUITABLE
UNCOMPACTED PLANTING FILL
WITH NO OBSTRUCTIONS TO
PREVENT PLANT GROWTH
PAVEMENT
PAVEMENT
BASE
I LlMITS OF PLANTER I
TYPICAL PLANTER DETAIL
NTS
5'
...-
1 "X4" RAISED TRIM
(COLOR TO MATCH
BUILDING TRIM)
~
<.0
I
'<:::t
SAND STUCCO
(COLOR TO
MATCH BUILDING)
---
- -------
MONUMENT SIGN DETAIL
NTS
EXISTING BASE
NEW PAVEMENT BASE
(1,5 X EXISTING BASE THICKNESS)
BASE MATERIAL SHALL BE PLACED
IN 6" COMPACTED LAYERS TO 98%
MAX. DENSITY AS DETERMINED BY
AASHTO T -180
12"
I
!"--- ~--- _.-
r-'-- -"
I
!
i
)-.---.-
4_7
"
EXISTING BASE
OF
12"
PAVEMENT
I
I
i 24"
f-----.-------------- ------
I TRENCH BACKFILL
I
i
, --.- - -~4
i
..-,---- - - ----.---. ----i
,-~
'"
i
2~ I
I
. ------.-----------.---.--- ---l
I
BACKFILL FOR TRENCH SHALL BE
IN 12" COMPACTED LAYERS TO
100% MAXIMUM DENSITY AS
DETERMINED BY AASHTO T -99
VARI S
NOTES:
1, LAB REPORTS FOR DENSITIES ARE REQUIRED WHEN PAVEMENT REPAIRS ARE MADE IN THE
RIGHT OF WAY,
2. SAW CUT EXISTING PAVEMENT AT ALL PAVEMENT TRANSITIONS BEFORE NEW PAVEMENT IS
APPLIED,
3, PAVEMENT TRANSITIONS SHALL BE CONSISTENT ON THE SURFACE FOR A SMOOTH CONDITION,
4, NEW PAVEMENT BASE SHALL BE 1.5 X THE THICKNESS OF THE EXISTING PAVEMENT BASE.
P A YEMENT REPAIR DETAIL
NTS
CIVIL SITE DET AILS
SCALE: NONE
u.. u..
~ ~
<::) <::)
~ :2
~ ~
U'l U'l
<::) <::)
~ ~
~ ~
~ ~
~ ~
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a a
6
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U)
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o
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co
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<::)
~ 8
;s;: bl
I"') I"')
a a
.......... ..........
0>
'-~
....., ...,..
o 0
N
to/')
~
X
o
m
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=:_1: IN
! to/')
I ~
" "_0
ImCll1
1 I: ~o
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!... CIlto/')to/')
. en
~.,l COOl
,~r. . ~~~
Ol~~~~
l I: ...... 0,-...
" C
! <00"
!II.I 0 N~
! to/') 0 '-'
III
~
~
(Q!,
@
d
~
~
~
@
w
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o
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III
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QUJ
a:~
~o :)
gLL.O
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fl-:J
CCo
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z
o
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-
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-
Q
C
A.
:IE
C
t-
M)
CO
.....
CI)
CI)
Q C
> Q
... i:
III 0
Z ...
u: II.
C Ii
Z 1&1
'P" ?-
M) C
~ .
lie
C
1&1
...
(,)
PROJECT
ORIG. DATE:-
DRAWN BY: AVF
SCALE: AS SHOWN
SHEET #:
C6.1
OF 11-
SHEETS
EXTERIOR WALL
OF BUILDING
PROPERTY LINE
FF=20,OO
GRADE
12'
4
SLOPE 11
MAX.
I
L ~ r:XISTING
4
11 SLOPE
MAX,
TYPICAL SWALE SECTION F-F
NTS
PROPERTY LINE
5':i:
112'
EXISTING GRAD;
_ ~ _ _ .szW=J ~<L _ _ ~ _
\" '
EXTERIOR WALL
OF BUILDING
3'
FF=20.00
NTS
TYPICAL POND/SW ALE SECTION E-E
5'
121,1 '
PROPERTY
10,8'
99.5'
10,8'
LINE \.
I
[EXISTING GRADE
------- -----
----- ---------~----------
SLOPE 11
_ ~TQ.6= 18..5..0_ _
_ ~SHWT=1..4.,,8Q. _ _ _ _ _ __ _ _ __
USE SAND BASED
SOD IN PONDS
TYPICAL POND SECTION C2-C2
TYPICAL PC,ND SECTION D2-D2
EXTERIOR WALL
OF BUILDING
NTS
8'
39'
10,8'
17.4'
10,8'
FF=20.00
rEXISTING GRADE
-:-:-- -=-.-=-- -=--~-=-- -::-:-...-=--,+"-4:- - -=-- -=--,-=---=--.
\ / SLOPE 11
-- -- -. - - -- .- .- -- '4 -- ,- -.--
1 1 SLOPE
_ ~TQE= 18:20 _ _
_ SZSHWT = 1..4.,,8Q. _ _ ~ _ ,,~ _ _ _ _ _
TYPICAL POND SECTION C1-C1
TYPICAL POND SECTION D1-D1
NTS
124,6'
EASEMENT
I
L1NE\:
I
!
-- -, T ,_. -- -.- -,
-- ,- ~l'AEl-= t~~' -- - .. -
_ ~ ~ _ :.::;LV__
10,8'
103'
10.8'
(EXISTING GRADE
_ ~SHWT=1~8~ _ _ _ _ _ _ _ _ __
SOD IN
TYPICAL POND SECTION A2-A2
NTS
2'
41,7' MIN. / 62,8' MAX,
10.8'
10.8'
VAR S
PAVEMENT
~ _ tXl~TINGGRADE ~_= \LrQll=-1-g-.w -==_
"
_ 'Q.SHWT=15.80"~'_ _ _ _ _ _ _ __
TYPICAL POND SECTION A1-A1
NTS
DRAWING FILE NAME tk DATE: INFO: ./18/2003 12:10 PM
DElL -WATERfORO-Q3-08-0J.dwg
2'
8'
6'
PROPERTY
UNE~
I
'n_ -- t -. ., - .,- -- '. .. -- "', '-.
" . ~"" , ,
5'
PROPERTY L1NE~
I
, "," ',....,....; ~~. <'," ,',
,~,..~~~ ~I '
POSITION (VERTICAL)
EXISTING
\ GRADE
SILT flOW \
,~t~tt~WH"'~<<'/
/,
_.-::;~:
2-SIDED GRATE SEAT
USE TRAFFlC GRATE
PER FOOT INDEX '232
IN VEHICULAR USE AREAS
'I, REBAR . 12"
O.C. E.W,-TYPICAL
fl4 REBAR 0 12"
O.C, E,W.-TYPICAL
l~
,,(
': l ~ '-0"
"
',~t ' ,
:' ,,-.,) /
""101:,' ',\
... \'
> -<.' . ,.
-', ~:...~,
rI
,{
~ J.: "
:'., V
'.r
.~J;
A ..,1"
/ ;
, ...'
~" ,\ .
',' ,1'
J"
..\:.
I'f'"
~,~I .'
4 't '.
'~~t' ~~ '(
., '"
: ~J!.. : I ,~.
'. t
. .
~J:'
, ~"
.,' '..
,.
,'r'
" t :
, ,
,
'''\0
t'.
" ,.
" ,
:; t".
" T 4
".1~
~ j ~
.'1"
'. 1:.
'.'t.
.'
, 't' >
'.
I, . ""
';, t' "
. ...~ "
",,4
~l'~
l
, r.
,4'-~"
/
G, l'
....1
:"1' ,
, ,
~, . '...
t.
. ,
3'-1"
3'-1"
\
.>,.
",
. ~'"-''''''''' '\..... \
POND OR
rrrCH BOTTOM
8" CONCRETE WALL 18" RCP MAX, 2f RCP MAX.
4,000 PSI 0 28 DAYS 18")(12" ERCP MAX, 23")(14 ERCP MAX,
NOTES:
1. llllS DETAIL IS FOR PRIVATE: PROPE:RTY ONLY. REFER TO FOOT INDEX '232 FOR WORK
WITHIN THE RIGHT-OF-WAY.
2, CUT PIPES flUSH WITH INSIDE FACE OF INLET WAllS.
3, lAORTAR BOlTOM TO lAATCH INVERT OF OUTFALL PIPE.
TYPE .C. INLET DETAIL
NTS
o
GO
axe 1010 WWF
NOTES:
1, 1ll1S DETAIL IS FOR PRIVATE PROPERTY ONLY,
REFER TO FOOT INDEX #232 FOR WORK WITHIN
THE RIGHT-OF-WAY,
2, CUT PIPES flUSH WITH INSIDE FACE OF INLET
WALLS,
3. lAORT AR BOTTOlA TO MATCH INVERT OF
OUTFALL PIPE.
24" RCP MAX.
23")(14" ERCP MAX.
MITERED END SECTION DETAIL
NTS
TYPE .D. INLET DETAIL
NTS
FILTER FABRIC IN
CONFORlAANCE WITH
SECTION 985 FOOT
SPECIFICATIONS OR EQUAL
OWNSPOUT
ROOF ~ER CONNECTION
j)R ADAPTER TO DOWNSPOUT
; REFER TO ARCHETECTURAL PLANS
, SITE CONTRACTOR SHALl
,: NSTAU. ROOF LEADER
,: TO llllS POINT
r'~--',
, NISH GRADE
'I, REBAR
o a" O.C,
E,W. TYPICAL
(TOP PANEL ONLY)
e' MAX,
~ 5/8" R
o ,~
J~:~t\.
I 1'tft 1M" I
TMIiIO-ttr
\ ~t: :.
:' t' '. 0'" 'VARIE~: PER '.
,,..'
'f'
'.
,.t~ \\.
..1, ~ ~ "'.
PRINCIPLE POST
osmON-CANTED
20' TOWARD flOW
o
GO
L TER FABRIC
ITMI~4'1
1'11'[1 M-ltr
~CH1:D]
SURFACES
~
l2
i
:i
~
COVER DETAIL
1'4 REBAR 0 12" \
" O.C. E.W,
'TYPICAL SIDEWALLS
, AND 8OlTOM
~
RING DETAIL
NOTES:
1. THIS DETAIL IS FOR PRIVATE PROPERlY
QtIL.'i. REFER TO FOOT INDEX '232 FOR
WORK WITHIN lllE RIGHT-OF-WAY.
2, CUT PIPES flUSH WITH INSIDE FACE OF
INLET WAllS,
3. MORTAR BOlTOM TO MATCH INVERT OF
OUTFALL PIPE.
4. ACCESS COVERS SHALL BE TRAFFIC
BEARING,
5. REFER TO PLAN FOR INLET BOX TYPES.
8" CONCRETE WALL
4,000 PSI 0 28 DAYS
o
N
10
NOTES:
1. REFER 11'0 SITE PLANS FOR PIPE SIZES AND SPECIFICATIONS,
2, SITEWORK CONTRACTOR IS RESPONSIBlE FOR ALL LABOR AND IoAATERIAL UP TO lllE
DOWNSPOUi CONNECTION,
3. ACTUAL DOWNSPOUT CONNECTION SHALl BE SUPPUED AND INSTALLED BY BUILDING
CONTRACTOR,
NOTE:
SILT FENCE SHALL NOT BE TRECHED IN WHERE ADJACENT TO TREES DESIGNATED
TO REMAIN. THE SILT FENCE MUST BE SECURED lllROUGH THE PLACEMENT OF
FILL OVER lllE LOWER UP OF THE BARRICADE IN THESE AREAS.
EXTERIOR WALL
OF BUILDING
FF=20,OO
FF=20.00
SIL T BARRIER DETAIL
NTS
ROOF LEADER CONNECTION DETAIL
NTS
JUNCTION BOX DETAIL
NTS
CONTROL ITRUCTURI! ICHI!DULI!
A B C D E F G H I
CONT. POND TOP WEIR WEIR PIPE BOX BAFFLE BAFFLE BAFFLE SLAB
ST.j j EL. EL. WIDTH DIA. INV. BOT. DEPTH WIDTH EL.
. A 18,60 17,20 3" 18" 14,69 16.90 6" 18" 16,00
. 8 17.50 17,00 30" 18" 14.58 16,70 8" 36" 15,80
14 C/O 18,20 17,05 30" 24" 14.50 16,70 12" 36" 15,80
GREASE IlAFFU:
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USE TYPE "0" BOX
CONTROL STRUCTURE DETAIL
NTS
EXTERIOR WALL
OF BUILDING
53,6'
8'
FF=21.00
8,8'
36'
8,8'
... ...~_~______._ [~X1~'NG
4
SLOPEI1
RADE
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TYPICAL POND SECTION 82-82
NTS
EXTERIOR WALL
OF BUILDING
8'
60,8'
5'
8,8'
43.2'
8,8'
PROPERTY LINE
, _ ^ ___ _ _. _. [~X~ST_ING RADE
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SOD IN PONDS
TYPICAL POND SECTION 81-81
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PROJECT #:-
ORIG. DATE:-
DRAWN BY: AVF
SCALE: AS SHOWN
SHEET #:
C6.2
OF 1'l. SHEETS
.
10
Pick Hole 7 5-
1-1/41 t7 -
1.) WALLS
a.) New construction: maximum 6'-0' high and constructed of
concrete block (8"x8"x1S"), Materials used should be consistent
with those used in the construction of and architectural style of
the principal building, (SectIon 3-802 Materials)
NOTE S:
5/S"
Min, 4 Required
TEMPORARY BLOWOFF /
AND SAMPLI! TAP 2" 8all Valve-/'
2.) FOOTINGS
S"x1S" concrete w/2- 115 continuous rebar Imbedded.
Stop Less Check
MUELLER H 14350 with Lock Wing and
Compression inlet or approved equal
Saddle shall have double
stainless steel strops
with epoxy coated
ductile iron body.
N.T.s.
Required
Non Skid
Pattern
Required
b.) Existing: maximum 6'-0' high replacement materials can be
mode of the some materials as long as they are mode of
approved opaque material.
RING · HALF PLAN
N.T.s.
3/4"
.
C'l
'-
o
~
:::t,
.
..,.
'ri
I
-
SOLID COVER
3,) CONCRETE SLAB
Monolithic, mln, 6" thickness w/lmbedded 6"x6" / 10x10 welded
wire fabric (W,W,F,), 3000 P,S,I. with fiber mesh reinforcing,
4,) CONCRETE FILLED CELLS
With 1-115 vertical rebar tied to footer steel at each corner and
every 4' O,C,
2m Galvanized
~ Wa'e, Se,,;oe T,b;n,
Driscopipe 5100 or Endot/Yardley
Blue Jet, SDR 9, 3408 Polyethylene
Tappiing Saddl
...,.
,.
..,C'l
I ....
r- 22-3/4'~~ 0
~r
5,) GATES
Constructed of mln, 1-1/2" diameter galvanized tubular steel
w/prlvacy-type slats inserted In galvanized steel mesh fabric,
hinge-mounted on min, 3" diameter galvanized steel post.
(Gates and post constructed and Installed per appl1cable building
code by licensed fence contractor),
RING · SI!CTION
H.T.s,
Minimum Weight 7" 232 Ibs,
9" 27S Ibs,
SOLID COVI!R SECTION
Minimum Weight 128 Ibe.
CHLORINATION TAP
Restrained 2~
Tapped Plug
NoT.s.
TOP CONNECTION
NOTII
1, Where roadway base is S" or thicker use 9" ring,
011 other cases 7" ring is permissible,
2. Manufacturers model of storm ring and cover to
be approved by City Engineer,
6.) DROP PIN
1/2" dia, 18" long metal rod gate latch. Provide 3/4" dla, hole
6" Into concrete for rods, In asphalt provide a 3/4" P.V,C,
sleeve, 6" long, or equal.
N. T,S.
I!ND CONNECTION
NoT,S.
THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS:
1. BEND - INLET AND OUTLET
2. TEE - OUTLET BRANCH
3, OFFSETS - INLET AND OUTLET
4, CAPS
5. PLUGS 2
6 LAST TWO(2) JOINTS ON A DEAD END RUN (min, 36
i LAST TWO(2) JOINTS ON A HYDRANT RUNOUT (min, 6')
THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS:
1, BEND - INLET AND OUTLET
2, TEE .- OUTLET BRANCH
3, OFFSETS - INLET AND OUTLET
4. CAPS
5. PLUGS
6, LAST TWO(2) JOINTS ON A DEAD END RUN (min, 36')
7. LAST TWO(2) JOINTS ON A HYDRANT RUNOUT (min. 36')
Adj'ustable _______
Va ve Box _______
c .E
:i
. t
10 ~
(,)
Ebba 1500 Series
L = MINIMUM LENGTH TO BE
RESTRAINED ON EACH SIDE OF FITTING (ft,)
NOM ELBOWS (deg,) VALVE
PIPE TEES
SIZE 11,25 22,50 45 90
4 3 5 S 12 9
6 4 6 10 15 11
8 4 7 1-' 20 14
10 5 9 15 25 18
12 6 10 17 29 21
P.V.C.
7.) SOIL
Soli bearing capacity to be at least 2,500 P.S,F.
Ul
c:
'5
::E
f-L
Thrust Restraint (Typ.)
When Valve Occurs in ROadWay,~
set Bose an 10-Common Briok. ""
(TY~
N '0
.s:
+'
Q.
II
Cl
Restraining Gasket
L = MINIMUM LENGTH TO BE DO NOT USE FOR
RESTRAINED ON EACH SIDE OF FITTING (ft.) VERTICAL OFFSETS
NOM. ELBOWS (deg,)
11 ,25 22,50 90
5 1
6 15
7
NOTE: THRUST RESTRAINT ON SLlPJOINT DUCTILE IRON PIPE
SHALL BE U,S. PIPE FIELD LOCK GASKETS FOR mON JOINT
PIPE or AMERICAN FAST-GRIP GASKETS FOR AMERICAN
FASTlTE PIPE, THRUST RESTRAINT ON DUCTILE IRON FlmNGS
SHALL BE PROVIDED BY THE USE OF MEGALUG RETAINERS
AND MECHANICAL JOINT FITI1NG:S.
Mech. Joint valveJ
~ ~ Wa'" M,;c
Restraining Joint
VALVE
TEES
NOTE: THRUST RESTRAINT AT FITI1NGS AND VALVES SHALL BE
BY USE OF EBBA IRON MEGALUG RESTRAINERS. THRUST RESTRAINT
BElWEEN PIPE JOINTS SHALL BE BY EBBA IRON SERIES 1500
RESTRAINERS.
N. T.8.
TYPICAL VALVE SETTING
PIPE
RESTRAINT
14'-8"
DUCTILE IRON PIPE RESTRAINT
H,T.s.
N.T.s.
Distance Varies
ONLY APPROVED
Kennedy Guardian No. K-S1A
Muller Centurion No, A-423
U.S. Pipe Metropolitan
Q)
:E
- Fire Ht.drant Assembly
lTyp,)
~
~
Distance Varies
Box
Bock of Curb
or
~ Edge of Po'emen'
10'-8"
18" Min,
24" Max.
Connecting Piece w/integrailY
cast Mech. Joint Gland on
one End-D.1. Rotatable Mec ,
Joint Gland on Other End,
"
/valve Box
Max. 15' - Min. 4'
1S" Min,
24" Max
c:
:2
c::
:i
4'
Min,
L
I Mech, Joint Valve
~
I
N
.
<0
II
N
Tapping Sleeve & Valve
By City, Fee by
Owner or Contractor
(Typ,)
ONLY APPROVED
Kennedy Guardian No, K-81A
Muller Centurion No, A-423
U,S, Pipe Metropolitan
o
~
N.T,S.
"'- Restraining Joint (Typ.)
NOTEI. I
1. Steamer Connection to Face Street,
2, All Fire Hydrants to have 5 1/4" Valve Seat.
3, Fire Hydrants Shall be Placed at Street Corners
or in the R,O,W, Adjacent to Side Lot Lines
Whenever Possible.
4, See Sheet .3 for Typical Connections & Fittings.
NOTEI.
1, All Fire Hydrants to have 5 1/4" Valve Seat.
2, See Index (I 407 for Jock & Bore Details.
DRAWING FILE NAME &. DATE: INFO: ~/18/2003 12:10 PM
TYPICAL FIRE HYDRANT SI!TTING
TYPICAL FIRE HYDRANT SITTING
NoT.s.
N.T,L
Connecting Piece w/integrally ~o
cast Mech, Joint Gland on
one End-D,1. Rotatable Mech~
Joint Gland on Other End, ~ I
Length Varies
(See Note 1)
Valve and Hydrant Tee
w/D,1. Rotatable Mech, JOint~
Gland on Plain End Branch, ~
Fire Hy,drant Assembly
lTyp,)
\ ""'- t joint in pipe entry
~ (Typical)
8" thick poured in P,V.C, pipe requires manhole
place concrete adapter coupling by Flo
Control, Inc" or approved
water stop coupling,
layers of brick
Approved barrel joint seals are
"O-Rings" and "Ram-Necks"
Approved barrel joint seals are
.0-Rin<<Js" and "Ram-Necks"
Concentric cone (Flat cover
on shallow manholes 0' to
4' depth)
Mech, Joint
Valve
Cut existin9 pipe
at sprrngline
Steel reinforcement
5" min, wall thickness
type II acid resistant
cement 4000 p,s,i.
Grout hfilJ ,9penin.Q with
non-s rrn... mor<<lr
Steel reinforcement
5" min, wall thickness
type II acid resistant
cement 4000 p,s,i,
Grout hfilJ ,9penin.g with
non-s rrn... mOr<<lr
4" min./,j" max. distance
from edge of pipe to opening
~ Water Main
NOTEI.
1, On Hydrants Requiring Runout
Last Two Joints Must Be Restrained
Per Detail 40.3 (2 of 2),
Poured Encasement
Poure,d Encasement
\ "'- 2' joint in pipe entry
~ (Typical)
P,V,C, pipe requires manhole
adapter coupling by Flo
Control, Inc., or approved
water stop coupling,
NOTEI Undisturbed
Precast manhole drop may be approved by
Engineer. Shop drawing submittal required,
Drop required when 2' or over,
Manholes shall have on interior and exterior coating
of at least 15 mils dry thickness PROLO EP214-351
Epoxi-Mastic or Koppers bitumastic block solution
300M,
NOTE:
THIS DETAIL IS FOR MANHOLE (11 ONLY,
Grout flow
TYPICAL HYDRANT SITTING
N.T.s.
NOYlI
1, Precast manhole drop may be approved by City
Engineer, Shop drawing submittal required,
2, Drop required when 2' or over.
3, Manholes sholl hove an interior and exterior coating
of at least 15 mils dry thickness PROLO EP214-351
Epoxi-Mastic or Koppers bitumastic black solution
300M,
REFER TO STANDARD MANHOLE DETAIL FOR ADDITIONAL INFORMATION.
PRECAST DOGHOU81! MANHOLE BASI
N,T.s.
PRECAST SANITARY MANHOLE DETAIL
N. T.s.
OETL -WATERFORO-03-08-03,dwg
"-.t 'I
,~
..-1
Q)"-
0....
o Q)
(7)0.
dr.op pin hole
(typ,)
CONCRETE MASONRY WALL CONSTRUC1l0N
Materials, construction and quantity control of masonry shall be in accordance
with Uniform Building Code (UBC), Chapter 24. General conditions and
construction requirements shall be applied os specified in UBC, Section 2404 (t),
during grouted masonry work,
1. All reinforcing steel shall be deformed bars conforming to ASTM A-615,
Grode SO, Vertical reinforcement sholl be placed in the center of the
masonry cell, and shall be held In position at the top and bottom,
2, If a slob dowel does not line-up with a vertical core, it shall not be sloped
more than one horizontal in six verticals (1: 6),
3. Horizontal wall reinforcement sholl be standard truss type DUR-O-WALL (or
equivalent) at 16' O.c..
4, Hollow Load-bear1ng Concrete Masonry Units sholl be normal weight
conforming to ASTM C-90, with a minimum compressive strength of 1,900
PSI.
5, Mortar shall be type M or S, In accordance with ASTM C-270. Place 011
masonry In running bond with 3/8" mortar joints, Provide complete coverage
face shell mortar bedding, horizontal and vertical.
6, Coarse grout shall conform to ASTM C-476, with a maximum aggregate size
of 3/8", 8" to 10" slump, and a minimum compressive strength of 2,500 PSI at
28 days,
7, Minimum 3" X 3" clean-out holes (saw-cut) ore required at the bottom course
of all cells to verify grout placement. Clean-outs sholl be sealed after
masonry Inspection-provided in accordance with ACI 531-4.6, and before
grouting.
8, Prior to grouting, the grout space shall be clean, with no mortar projections
greater the ~", mortar droppings or other foreign material. All cells shall be in
vertical alignment, and shall solidly be filled wIth coarse grout as specified,
9. During placing, grout shall be consolidated with flexible cable vibrator, First
grout pour shall be stopped a minimum of 1 - 1/2" below the top of the
middle bond beam masonry,
CITY OF' CLEARWATER. F'LORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
REV,
4/9/02
DATE
DRAWN BY
E."-
CHECKED BY
D,M.
DESIGNED BY
P.H.
DATE
8/01
INDEX NO.
701
3 OF 3
R.v. Not..
R.G.
APP,
DESCRIPllON
Tie beam with
2-#5 rebar continuous
12'
clearance min,
gate (typ,)
6'
1-#5 at 4' center
drop pin
(typ,)
de
footing
3000 p,s,i. concrete slob with
fiber mesh reinforcing -
monolithic, min 6" thickness,
6"x6"/ 10x10 W,W,F.
w/ 2- #5 rebar (typ,)
~
N.T.S.
CITY OF' CLEARWATER. F'LORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
REV,
4/9/02
DATE
DRAWN BY
E,"-
CHECKED BY
D,M.
DESIGNED BY
P,H.
DUMPSTER ENCLOSURE
SINGLE
DATE
6/01
INDEX NO.
701
lOF3
R.v. Not..
R.G.
APP,
DESCRtPllON
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MUELLER H 1 5008
or approved equal \
( TAP AT 45' ANGLE )
Saddle required on
4" P.V,C, only
f- L -l ~ Megalug Restrainer (Typ,)
5'X10'X4" 3.000 PSI
CONCRETE SLAB WITH
\ (X6 1010 WWF
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ORIG. DATE:-
DRAWN BY: AVF
SCALE: AS SHOWN
SHEET #:
C6.3
OF 11..
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PARCEL #
19/29/16/10676/000/0010
SANIT ARY SEWER PROFILES
PlAN SCALE: 1"=40', PROFILE SCALE: 1 "=40' HORIZ" 1"=4' VERT.
DRAWING FILE NAME ct DATE INFO: 4/18/2003 11:24 AM
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PROJECT #:-
ORIG. DATE:-
DRAWN BY: AVF
SCALE: AS SHOWN
SHEET #:
C6.4
OF 1~
SHEETS
~ GENERAL LANDSCAPE NOTES
- Plant Materials Schedule
I . All plant materials shall be FlOrida # I or better ano Installed to ~Ighest nu;selY standards. Plants shall be
healthy, free of pest and disease.
2. All plants shall be container grown except as noted on plar].
3. All palms and trees shall have ')tralght trunks With no tWists, knottlno, or other defective characteristics.
4. MulCh snail be ; 00% Pine Bark, Installed to a minimum thickness of 3".
5. Sod shal ?e 95% weed free St. Augustine "Floratam", Installed With tight JOints.
G. All dimenSions shall be 'Ield checked by the Landscape Contractor prior to construction With any
discrepanCies reported to tne Landscape Arcr.ltect.
7. All materials shall be as speCified on the plans. If materials, labor or installation techniques do not adhere
to the speClf1catlons, they will be rejected by the Landscape Arcr.ltect With speClfleo materials and Installation
carned out by the Lanoscape CO'1tractor at no additional cost.
8. No substitutions of matenals or changes to the draWings or speCIfications shall be made.
9. All required permits are to be prOVided by the Installing contractor unless speCifically stated otherWise In
the speCifications.
10. Contractor Identification signs shall not be allowed on the proJect.
I I. Contractor shall be -esponslble tor all Items as shown or described on thiS pian and speCifications.
I 2. All proposed landscape and sod areas containing turf or weeds shall be treated With "Round-up" per
manufacturer's spec:flcatlons.
I 3. Landscape Contractor shall prOVide all necessary site preparation reqUired to ready the site for planting as
speCified.
14. The landscape Contractor shall warranty and guarantee all materials ano labor for a period of 90 days for
shrubs and grounocover, palms and trees. Warranty ;md guarantee period shall oegln upon date of completion.
I 5. All repa'rs and/or -eplacements shall be made by the Landscape Contractor Within 10 working days upon
'lOLlf,catlon of any defiCienCies by the owner or their representative.
I G. All questions regarding the Lanoscape Plans and SpeCIfications shall be directed to the Landscape
Architect at (727) 787.2840.
I 7. PrOVide an ai?pllcatlon of pre-emergent weed control prior to the l'1stallatlon of mulch.
QUem.
24
12
80
75
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9
34
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84
I 1
20
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25
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58
81
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53
220
884
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IG
FERTILIZATION
Shrubs and Trees
All trees ano shrubs shall be fertilized w,th "Agriform" 20- I 5.5 planting tablets at time of planting and prior to
Installation of plant pit backfill. Tablets shall be placeo uniformly around the root ball at a depth that IS between
the middle and bottom of the root ball.
Application Rate:
I Gallon Container:
3 Gallor] Container:
5 Gallon Container:
7 Gallor] Contal'1er:
Trees:
, . 2 I gram tablet
2 - 2 I gram tablets
3 ' 2 I gram tablets
4 - 2 I gram tablets
3 tablets per each 1/2" caliper of trunk
Groundcover Areas
All groundcover areas shall receive tertillzation With "Ozmocote" time release fertilizer per manufacturer's
speCifications.
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CAM
HIB
HIB
ICB
IVS
10
LI
LMG
LMM
UT
LAM
MI
NOP
POM
PT
PTV
QV
RI
RIS
SP
TDF
TJN
TJ
TJV
VO
VS
WR
Botanical Name
Camellia spp.
Hibiscus standard
Hibiscus bush form
!lex corn uta
Ilex vomltona shillings
Ilex casSlne
Lagerstromla indica
Llrlope muscan
Llrlope muscan
Llgustrum japonlcum
Lantana camera
Moraea Indloldes
Nenum oleander "petite"
Podocarpus spp.
Plttosporum toblra
Plttosporum toblra var.
Quercus vlrglnlana
Raphlolepls Indica
Raphlolepls Indica standard
Sabal Palmetto
T npsacum dactylo1des
T rachelospermum aSlatlcum '"minima"
T rachelospermum jasmmoldes
T rachelospermum jasmllloldes var.
Viburnum odoratlsslmum
Viburnum suspensum
Washmgtonla robusta
Common Name
Camellia
Tree Form HibiSCUS
Hibiscus
Burford Holly
Dwarf Yaupon Holly
Dahoon Holly
Crape Myrtle
Giant Llnope
Aztec Grass
Llgustrum Tree
Yellow Lantana
Afncan Ins
Dwarf Oleander
Podocarpus
Green Plttosporum
Var. Plttosporum
Live Oak
Indian Hawthorn
Tree Form Indian Hawthorn
Cabbage Palm
Fakahatchee Grass
Dwarf Confederate Jasmme
Confederate Jasmine
Var. Confederate Jasmine
Sweet Viburnum
Sandankwa Viburnum
Washlngtonla Palm
SpeCification
5 gal., 3G" ht. x 20" spr.
5' ht. x 3' spr,
3 gal., 24" ht. x 24" spr.
3 gal., 24" ht. x 18" spr.
3 gal., 14" ht. x 14" spr.
10' ht. x 5-G' spr., 2 1/2" cal. (, I
7' ht. x 5' spr., 5 stems, 2 112" cal I \j GRESS
I gal., 12" ht. X 12" spr.
I gal" 12"ht.x 12"spr.
7' ht. x 7' spr., 5 stems, 2 112" cal.
I gal., 12" ht. x 12" spr.
I gal., 12"ht.x 12"spr.
3 gal., 24" ht. x 24" spr.
3 gal., 24" ht. x 24" spr.
3 gal., 20" ht. X 20" spr.
3 gal., 20" ht. x 20" spr.
12-/4' ht. x 5' spr., 2 1/2" cal,
3 gal., 18" ht, x 18" spr.
5' ht. x 3' spr.
10-1 G' c,t. staggered
3 gal., 24" ht. x 24" spr.
I gal., G" ht. x /2" spr,
3 gal., 12" ht. X 30" spr.
3 gal., 12" ht. x 30" spr.
3 gal., 24" ht. x 24" spr.
3 gal., 24" ht. x 24" spr.
10- I G' C.t. staggered
N'\
HARN
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80' R/W
EGRESS EASEMENT 1967)
EX, SIGN
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{SIGN TO BE MODIFIED TO
MEET CITY STANDARDS
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~ GRATE ELEV, = 17.09
i' INV. ELEV. = 14.94
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6' WOOD FENCE
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6' FENCE AND GATE~\ BOOK 37) PAGES 16 - 2 0 ASPHALT ~ 10' UllLlTY EASEMENT roT . .r~, -=-I I3l { '2!\.> :- :-: V S~ E DETAIL
SEE DETAIL 6' WOOD FENCE PARKING ~ FlORIDA PD~R CORP r40l L!:..:.J :".,--..: ~':~~~ [~ ~ "l:: .~:::........ ::: ~ _ /CONC. FLUME
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OF DEVELOPMENT ASPHALT PAVEMENT 6' FENCE AND GATES 6' CHAIN UNK FENCE & 6' FENCE AND GATES
SEE DETAIL EDGE OF PAVEMENT SEE DETAIL
PARKING REQUIREMENTS:
PARKING SPACES REQUIRED = 120 SPACES
PARKING SPACE5 PROVIDED = /34 SPACES
?4" Depth
ILExIsbng grade
-e TREE PROTECTION DETAIL
_ .oJ .1 A. Set shrub
~ ~ plumb, With top
3" Mulch ~i-~. o. . of rootball I"
, -....D '\ . above f,n'sh
o '" . d
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Native sod
backfill
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SOil
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SHRUB PLANTING DETAIL
A PRf '700:::
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COPLEY DESIGN ASSOCIATES, INC.
LANDSCAPE
ARCHITECTS
1666 Laney Drive
Palm Harbor, Florida 34683
Phone 727 787-2840
Fax 727 7R5-4017
Landscape Architecture
Site Planning
Construction Management
(
[
JOB NO. 23014
)
]
SHEET
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- GENERAL IRRIGATION NOTES
-IRRIGATION LEGEND
1 . Install a new automatic Irrigation system to provide 100% coverage of all landscape areas,
2 Shrub nsers shall only be used In hedges or mass plantlngs. Risers shall not extend more than 2" above the
Installed height of the plant. All risers shall be schedule 40 pipe, painted black. In no case shall shrub nsers be
Installed adjacent to walkways, driveways or other areas where they may be damaged.
3. All heads Installed In planting areas along walks, drives and parking lots shall be I 2" pop.up fixed spray
heads. All heads snail be Installed With the top of the spray body flush With finish grade. All groundcover areas
shall be Irrigated With 12" pop'up fixed spray heads and extensions as reqUIred
4. All sodded areas shall be mgated With 4" pOI?-Up spray heads or pop.w gear dnven heads unless
otherWise speCIfied.
5. Pipe, valves and other Irrigation equipment may be shown In drives, walb or buddlngs for clarity or!y. Install
all valves and other equipment In landscape beds for best acceSSibility and concealment.
b. Valves shall be Installed In a manifold Within a valve box of suffiCient size to service all valves Within the box.
Valve DOX shall be free from any debriS which may cover valves. PrOVide a 3" depth gravel sump at the bottom of
the valve pit.
7. Ali wrlgatlon equipment and Installation techniques shall meet federal, state and locai codes, regulations and
ord'nances,
8. All gear driver heaos and all heads along walks, curbs, dnves and parking areas shall be Installed on fleXible
polyethylene SWln~ jO'nts.
9. Gear driven heads and fixed spray heads shall be Installed on separate zoneswhere pOSSible. PreCipitation
rates and head type should be compatible Within each zone.
10. Gear driven heads shall not be Installed In shrub areas or be Installed on risers where pOSSible.
1 I. Controller shall be mounted as shown on plan
/2. All sleeves shall be schedUle 40 pipe Installed a minimum of /4' below grade. Sleeves shall be used only
to Install laterallrrlgatlor lines through, Sleeves shall not be used as a rlethod to convey water' through the
system.
13. AOjust all heads to prOVide maximum coverage and effiCiency and rllnlmlZe overthrow. Irrigation heads shall
not spray over walks, dnves or any other non. Irrigated areas.
14. EqUipment shall be manufactured by, "Toro", "R,alnblrd" or "Hunter" or as otherWise stated on the plans.
I 5. Contractor shall field verify water source to deliver the proper pressure, pounds per square Inch (PSI) and
water flow, gailons per minute (GPM) as reqUired by the Irrigation system. Notify the Landscape Architect If there
IS any discrepancy.
1 b. All permits reqUired for Installation shall be prOVided by the contractor.
1 7. Refer to the lLlndscape Plans when locating all Irrigation equipment. Allow ample room near irrigation
equipment for the proper installation of trees, shrubs and other work shown on draWings to be Installed.
18. All wires shall be Installed In wire sleeves,
19. Contractor shall be responsible for all Items on the plan and irrigation speCification.
20. Contractor shall mstruct the owner on the full operation and maintenance of the Irrigation system.
2 I. CO!1tractor shall be responsible for all fmal repairs or adjustments to prOVide proper coverage to all
landscape areas.
22. All questions regarding Irrigation speCifications shall be directed to the Landscape Architect at (727)
787.2840
Symbol
. 5F-B
. 5H-B
. 5Q-B
SpeCification
T oro 5' RadiUS full Circle Bubbler
T oro 5' RadiUS Half Circle Bubbler
T oro 5' RadiUS Quarter Circle Bubbler
T oro 5' RadiUS Center Stnp Bubbler
T oro I 0' RadiUS Full Circle Sprayhead
T oro I 0' RadiUS Three Qu.arter Circle Sprayhead
T oro I 0' RadiUS Half Circle Sprayhead
T oro I 0' RadiUS Quarter Circle Sprayhead
T oro I 5' RadiUS Full Circle Sprayhead
T oro I 5' RadiUS Three Qu.arter Circle Sprayhead
loro I 5' RadiUS Half Circle Sprayhead
T oro I 5' RadiUS Ouarter Cwcle Sprayhead
~
HARN
BOULEVARD
80' R/W
EGRESS EASEMENT 1967)
(INGRESS
AND
EX, SIGN
TO REMAIN
{SIGN TO BE MODIFIED TO
MEET CITY STANDARDS
~ Y '\ I QLP,
c:n no \ VISIBILITY L.'~ ::"'.~::.;J.:'~~~'~'.
...... ~...... ~ '''U ,TRIANC.LE ~ )f-- '-1
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35'
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UTILITY EASEIMENT
. SCST-B
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OIOH
0100
015f
015TO
015H
0150
DI5EST
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T oro End Stnp Sprayhead
T oro Side Stnp Sprayhead
T oro Center Stnp Sprayhead
I (':,T
-
1,-',)
Hunter full Circle Gear Dnven Head G GPM
-
Hunter Adjustable Radrus Gear Dnven Head 3 GPM
E II
MM
/
/
f-~
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2
1-25
Hunter Adj./Full RadiUS Ge.ar Dnven Head - Alternate
f:J ,SjT
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ICE
S.F.
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e
Gate Valve
L "".,'
Water Source - 4" Deep Well -
submerSible pump, pump s.tart and
blow-off valve
/
/ ".P1.ANml
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Electnc Remote Control V'alve - 2"
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....................
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T oro Solid State Dual Pro<gram Controller
Class I GO P'v.c. Lateral Line (max. flow 5 feet/sec.)
025-
.' r~
. u.P,pp
Main Lrne - Sch. 40 Pipe
(max flow 5 feet/sec.)
.t. 55"1T
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ASPHALT
PARKING
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ASPHALT PAVEMENT
6' CHAIN LINK FENCE &
EDGE OF PAVEMENT
~/
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r flnl~h Grade
- H- Pop,up foxed ~pra, head
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-e IRRIGATION SPRAY HEAD DETAIL
-e
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COPLEY DESIGN ASSOCIATES, INe.
LANDSCAPE
ARCHITECTS
1666 Laney Drive
Palm Harbor, Florida 34683
Phone 727 787-2840
Fax 727 785-4017
Landscape Architecture
Site Planning
Construction Management
JOB NO. 23014
)
]
SHEET
IR - I
WATERFORD
TOWNHOMES
A REPLA T OF "BRADFORD COURT" , AS RECORDED IN
OF THE SE 1/4 OF THE NE 1/4 OF SECTION 19,
PLAT BOOK 111, PAGES 21 AND
TOWNSHIP 29 SOUTH, RANGE 16 EAST,
22, TOGETHER WITH A PORTION
PINELLAS COUNTY, FLORIDA.
CERTIFICATE OF APPROVAL OF COUNTY CLERK
DESCRIPTION
State of Florida
County of Pinellas
S.S.
LOT 1 , BRADFORD COURT, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT
BOOK 111, PAGES 21 & 22, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA;
TOGETHER WITH: A PARCEL OF LAND LYING WITHIN SECTION 19, TOWNSHIP 29 S., RANGE 16E"
PINELLAS COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
FROM THE SOUTHEAST CORNER OF THE NE 1/4 OF SECTION 19, TOWNSHIP 29S" RANGE 16E"
RUN N 89'29'13" W, ALONG THE EAST-WEST CENTERLINE OF SAID SECTION 19, 383.50' FOR
A POINT OF BEGINNING; THENCE S 01'26'21"W, 192,00 FEET; THENCE S 89'28'57" E, 283.50
FEET TO THE WESTERLY RIGHT-OF-WAY OF U,S, HWY, 19; THENCE S01'26'21" W ALONG
SAID WESTERLY RIGHT-OF-WAY, 48.00 FEET; THENCE N 89'28'57" W, 1008.13 FEET; THENCE
N 01'07'36" E, 240.00 FEET; THENCE S 89'28'57" E ALONG THE SOUTHERLY LINE OF MORNINGSIDE
EAST CONDOMINIUM 3, (AS RECORDED IN CONDOMINIUM BOOK 37, PAGES 16-20 OF THE PUBLIC
RECORDS OF PINELLAS COUNTY, FLORIDA), A DISTANCE OF 509.62 FEET; THENCE N 00'52'25" E,
260,00 FEET TO THE SOUTHERLY RIGHT-OF-WAY OF HARN BOULEVARD; THENCE S 89'29'13" E
ALONG SAID RIGHT-OF-WAY A DISTANCE OF 70,00 FEET; THENCE S 00'52'25" W, 115.00 FEET;
THENCE S 89'29'13" E, 100,00 FEET; THENCE S 00'52'25" W, 145.00 FEET; THENCE
S 89'28'57" E, 48,50 FEET TO THE POINT OF BEGINNING.
CONTAINING 5.1 ACRES M.O.L.
I, Karleen F. DeBlaker, Clerk of the Circuit Court of Pinellas County, Florida, hereby certify that this plat
has been examined and that it complies in form with all the requirements of the Statutes of Florida
pertaining to maps and plats, and that this plat has been filed for record in Plat Book __, Pages
, Public Records of Pinellas County, Florida.
This _ day of
, 2003.
Attest: Karleen F. DeBlaker, Clerk
Pinellas County, Florida
By:
Deputy Clerk
CERTIFICATE OF APPROVAL CITY COMMISSION
DEDICA TION
The undersigned hereby certifies that K B HOME TAMPA LLC, a Delaware Corporation, is the
owner of the herein described, and that besides its interest therein there are no outstanding
interests in said property, which is hereby platted as WATERFORD TOWNHOMES; and that it
hereby dedicates to the appropriate governmental agency or utility provider a utility easement
over Tract "An and all utility easements as shown herein for the sole and exclusive purpose of
the installation, operation and maintenance of the utility facilities therein, It further hereby
dedicates to the appropriate governmental agency or utility provider an ingress/ egress easement
over Tract "A" as shown herein for the use of emergency, utility provider, and official business
only, It is expressly not intended that any right, title and interest in any tracts or easements
which are identified as such and shown hereon, be dedicated, granted, conveyed or assigned except
as specifically set forth herein or in any subsequent instrument as might be executed, delivered and
recorded by the undersigned.
State of Florida S.S,
County of Pinellas
It is hereby certified that this plat has been officially approved for record by the board of City
Commissioners of the City of Clearwater, Pinellas County, Florida.
This
day of
, 2003,
Approved by:
City Manager
Douglas Draper, Vice President
K B Home Tampa
Witness
Witness -Print Name
REVIEWED FOR CONFORMITY TO CHAPTER 177, PART 1, FLORIDA STATUTES
Witness
Witness- Print Name
ACKNOWLEDGMENT
THOMAS L, MAHONEY
Professional Surveyor & Mapper
Florida Registration Number 62R9
City of Clearwater, Public Works Administration
Engineering Department
DATE
County of Pinellas
State of Florida S.S,
Before me, the undersigned authority, personally appeared
TAMPA LLC, a Delaware Corporation, and known to me to
dedication, and he acknowledged to me that he executed
DOUGLAS DRAPER, Vice President of K B HOME
be the person executing the foregoing
the same far the purposes set out therein.
SURVEYOR'S CERTIFICATE
Witness my hand and official seal this
day of
, 2003.
I, Larry L. Evans, the undersigned Registered Land Surveyor and Mapper, hereby certify that on January
09, 2003, the aforementioned property was surveyed, and this plat is a true and correct representation
af said survey and was made under my responsible direction and supervision. I further certify that
permanent reference manuments and permanent control points have been placed as indicated hereon in
accordance with the statutes of the State of Florida thereunto appertaining, and that this plat complies
with Section 177,091 of the laws of the State of Florida pertaining to materiot.~ ~hd composition,
PR
.' ? I~/O~
Larry L. '-Profe's.~ional Land Surveyor
Registration' No.,.12937 ." State of Florida
Land Busil1ess No, 9225 State of Florida
., , : \11 '
Notary Public
State of Florida at Large
Name of Notary
Printed or Stamped
Commission No.
My Commission Expires:
Prepared By: Evans Land Surveying, Inc,
1460 Beltrees Street Suite 9
Dunedin, Fl. 34698 Tel.: (727) 734-3821
Sheet 1 of 2
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FOUND CONCRETE MONUMENT ( LB # 2129 )
SET PERMANENT REFERENCE MONUMENT ( LS # 2937 )
FOUND NAIL & DISC IN PAVEMENT (#2129)
WATERFORD
TOWNHOMES
A REPLA T OF "BRADFORD COURT" , AS RECORDED IN PLAT BOOK 111, PAGES 21 AND 22, TOGETHER WITH A PORTION
OF THE SE 1/4 OF THE NE 1/4 OF SECTION 19, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA.
------------------
MORNINGSIDE EAST CONDO
- r - T1-00.0~'- - - - T - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --l
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47' ,
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/ 1 0 L8 if) w
- - - -t- ---0 0 ~ 1 S,E, CORNER OF THE I
EAST-WEST CENTERLINE OF SECTION 19 - - - - - - = = - .-; ? ' . N 89" '5'" fl N.E_, 1/4 O_I~ SEC._1~
-t=: ---------~~-::- 28 7 W 383.50 I
~~7 26'~5 24 23 : I 22 ~ll~O~ 9- -18 1;~06 1~ --=-- - :: LS:7, - --=-- - r - - --=-- _46.50'~ -- - - -- -- -- --=r83.SiJ!-- -- -- - ~ --: 100.01' I ~
<; ~ · · · ~ ~ .~ * ~ · ~ ; ~ ~ · ~ ~ ~ : · ~ ~ I L12 Lll ~ - 2~ INGRESS=-EGRE~ EASEMEN~ ~O.;- 5783~p;'035r -1 ~
U7 L 38 L4fL -l L 3 L47 L14-8 ~ 47' 0::: ) ." ~
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I I L69 L74 ~ L79 3: \J \) t>- '\ I ~ I z 8 ~
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I I... 47' 47' 75 I: ~
64 65 I 48' NON- EXCLUSIVE EASEMENT FOR INGRESS- EGRESS ~ - · ()
-- L72 __ L77 76 PARKING. PRIVATE & PUBLIC UTILITIES, SIGNS & I 0 25 _C'\J ::> Z
L76 - - - - - - - - L81 I APPURTENANCES (O.R. 5783, PG. 1035) I : ~ ~ ~
I 283.54' .q- 0 e
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DRAINAGE & UTILITY EASEMENT (O.R. 3902,
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509.62'
L136
34 33 32 31 30 29
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NOTE: ALL AREAS NOT SHOWN AS NUMBERED LOTS
ARE TO BE A PART OF DESIGNATED TRACT" A ",
S 89028'57" E
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NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS
THAT ARE NOT RECORDED ON THIS PLAT THAT MAY
BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
PREPARED BY: EVANS LAND SURVEYING, INC.
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L 11
L12
L13
L14
L15
L16
L17
L18
L19
L20
BEARING
S 89'07'35" E
S 89'07'35" E
S 00'52'25" W
N 89'07'35" W
N 00'52'25" E
S 00"52'25" W
S 00'52'25" W
N 89'07'35" W
N 00'52'25" E
S 89'07'35" E
N 89'28'57" W
N 89'28'57" W
S 00"31'03" W
S 89'28'57" E
N 00'31 '03" E
S 00'31'03" W
S 00'31'03" W
N 89'28'57" W
N 00'31 '03" E
S 89'28'57" E
DISTANCE
10.00'
47.00'
67.25'
47,00'
67.25'
10.00'
98.08'
47.00'
98.08'
47,00'
15,19'
67.25'
47.00'
67,25'
47.00'
12,00'
67.25' U7
47,00' U8
67.25' U9
47,00' L40
PG, 483)
L71
1008.13'
U
N
P
L
A
T
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LINE
L21
L22
L23
L24
L25
L26
L27
L28
L29
UO
U1
U2
L33
L34
U5
U6
BEARING
S 00'31'03" W
S 00'31'03" W
N 89'28'57" W
N 00'31'03" E
S 89'28'57" E
S 00"31'03" W
S 00'31'03" W
N 89'28'57" W
N 00'31 '03" E
S 89'28'57" E
S 00'31'03" W
S 00'31'03" W
S 00'31'03" W
S 89"28'57" E
N 00'31'03" E
N 89'28'57" W
S 89'28'57" E
S 89"28'57" E
N 00'31 '03" E
N 89'28'57" W
DISTANCE
10,00'
67.25'
47.00'
67,25'
47,00'
10,00'
67.25'
47,00'
67,25'
47.00'
6,22'
12.00'
47,00'
98,08'
47.00'
98,08'
LINE
L41
L42
L43
L44
L45
L46
L47
L48
L49
L50
L51
L52
L53
L54
L55
L56
18.00' L57
98,08' L58
47,00' LS9
98,08' L60
HARN BOULEVARD
(80' R/W)
S 89029' 13" E
- -----4
70.00'
I ,
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N
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S.E. CORNER I ~
OF SEC. 19, -i
TWP. 29S, RGE, 16E
w
BEARING
S 00'31'03" W
S 89'28'57" E
S 89'28'57" E
N 00'31 '03" E
N 89'28'57" W
S 00'31'03" W
S 89'28'57" E
S 89'28'57" E
N 00'31 '03" E
N 89'28'57" W
S 00"31'03" W
S 45"57'05" E
S 89'28'57" E
N 00'31'03" E
N 89'28'57" W
S 00'31'03" W
N 00'31'03" E
N 00'31'03" E
S 89"28'57" E
S 00'31'03" W
DISTANCE
47,00'
27.00'
67,25'
47,00'
67,25'
47,00'
15,00'
67,25'
47,00'
67,25'
47.00'
27.59'
47.00'
67.25'
47.00'
67,25'
LINE
L61
L62
L63
L64
L65
L66
L67
L68
L69
L70
L71
L72
L73
L74
L75
L76
BEARING
N 89'28'57" W
S 89'28'57" E
N 00'31'03" E
S 89'28'57" E
S 00'31'03" W
N 89'28'57" W
S 89'28'57" E
N 00"31'03" E
S 89"28'57" E
S 00'31'03" W
N 89'28'57" W
S 89'28'57" E
N 00'31 '03" E
S 89"28'57" E
S 00'31'03" W
N 89'28'57" W
S 89'28'57" E
N 00'31 '03" E
S 89'28'57" E
S 00"31'03" W
DISTANCE
47,00'
55.00'
98,08'
47,00'
98,08'
47,00'
82.00'
98,08'
47,00'
98,08'
47,00'
55.00'
98,08'
47,00'
98.08'
47,00'
82,00'
98,08'
47,00'
98,08'
LINE
L81
L82
L83
L84
L85
L86
L87
L88
L89
L90
L91
BEARI NG
N 89'28'57" W
DISTANCE
47.00'
18.38'
15,08'
15,75'
18.04'
18,04'
15.75'
15,08'
15,75'
15.08'
18,38'
U1
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19,89' L77
98,08' L78
47,00' L79
98.08' L80
SHEET 2 OF 2
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THIS SURVEY IS MADE FOR THE BENEFIT OF K B HOME TAMPA LLC; WILLIAMS, SCHIFINO, MANGIONE & STEADY, P,A.; OLD REPUBLIC NATIONAL
TITLE INSURANCE COMPANY; MORNINGSIDE RETREAT, INC.; AND LOUANNE S. LOVE, P.A.
I HEREBY CERTIFY THAT ON THE 9th DAY OF JANUARY, 2003;
(0.) THIS SURVEY 'WAS MADE ON THE GROUND AS PER THE FIELD NOTES SHOWN ON THIS SURVEY AND CORRECTLY SHO'WS (i) THE
BOUNDARIES AND AREAS OF THE SUBJECT PROPERTY AND THE SIZE, LOCATION, AND TYPE OF BUILDINGS AND IMPROVEMENTS THEREON
AND THE DISTANCE THEREFROM TO THE NEAREST FACING EXTERIOR PROPERTY LINES OF THE SUBJECT PROPERTY; (ii) THE LOCATION
OF ALL RIGHTS-OF-'WAY, EASEMENTS AND ANY OTHER MATTERS OF RECORD <OF 'WHICH I HAVE KNO'WLEDGE DR HAVE BEEN ADVISED,
'WHETHER DR NOT OF RECORD), AFFECTING DR BENEFITING THE SUBJECT PROPERTY; (iii) THE LOCATION OF PARKING AREAS ON THE
SUBJECT PROPERTY, SHOWING THE NUMBER OF PARKING SPACES PROVIDED THEREBY; (iv) ALL ABUTTING DEDICATED PUBLIC STREETS
PROVIDING ACCESS TO THE SUBJECT PROPERTY, TOGETHER 'WITH THE 'WIDTH AND NAME THEREOF; AND (v) ALL OTHER SIGNIFICANT
ITEMS ON THE SUBJECT PROPERTY, INCLUDING 'WITHOUT LIMIT A TION, ANY GAP, GORE DR HIATUS,
(b) EXCEPT AS SET FORTH HEREON, THERE ARE NO (i) ENCROACHMENTS UPON THE SUBJECT PROPERTY BY IMPROVEMENTS ON ADJACENT
PROPERTY, (ii) ENCROACHMENTS ON ADJACENT PROPERTY, STREETS, OR ALLEYS BY ANY IMPROVEMENTS ON THE SUBJECT PROPERTY; (iil)
PARTY 'WALLS; DR (iv) CONFLICTS DR PROTRUSIONS,
(c) ADEQUATE INGRESS TO AND EGRESS FROM AND ABUTTING THE SUBJECT PROPERTY IS PROVIDED BY HARN BOULEVARD AND U,S,
HIGHWA Y NO, 19, THE SAME BEING PAVED, DEDICATED PUBLIC RIGHTS-OF -'WAY MAINTAINED BY THE CITY OF CLEARWATER AND THE
ST A TE OF FLORIDA,
(cD ALL REQUIRED BUILDING SET-BACK LINES ON THE SUBJECT PROPERTY, (AS FURNISHED BY THE CITY OF CLEAR'WATER BASED ON
APPLICABLE ZONING), ARE LOCATED AS SHo'WN HEREON,
(e) THE PROPERTY LIES IN ZONE #Xh, (NOT A FLOOD PLAIN DR FLOOD PRONE AREA), PER FEMA PANEL 125096 0017 D (08-19-91),
(f) THE 2 DESCRIBED PARCELS THAT COMPRISE THIS SURVEY ARE CONTIGUOUS, AND CONTAIN NO GAPS, GORES DR HIATUS,
(9) THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA (CHAPTER
61G17-6 FAC,)
o
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S 89'27'56" E
S 89'29' 13" E
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PROPOSED 35' INGRESS EQiRESS, UTILITY, 1"-
DRAINAGE ~ ACCESS EA~EMENT i~ ~
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ASPHALT ~ i N 89'30'01" W (M) 169 87' .
PARKING ~ i . ,~/~~
..,13 ) N 89'29'13" W (D) 0171-rnO:t ACRES\~~
(,0 - ~ S 89' 29 · 28" E (M) 509. 64' S 89' 28' 57" E (P) 509. 62' ci ~ . ':," ,\~ -r:-t"''''~-mlCm-<~',""",--_._._-llJl,",,,,;j'G'' "3 ._.~
_ _ _ ~' DRAINAGE ..!.-UTILITY--YlSEMENL -.Q.R~O~G-'-'ll6_ _ _ _ _ - - - - - - - ,
c: _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 5' SANITARYSEIJER EASEMENT -O:R:"'"1633, P"'(i4~ : ,-=-- _ _ _ _ _ _ _ _ \ -_ -_ _ ~ SANITARY SEIJE~SEME.!iI... ---.P'R'lLP2:......29L
I m- - - - - - - - - - - - - - 2(J~,- - - - - - - - - - - = = = = - - - - - - - - r ----hl = - - --
cJ' '
r1'-'-'-'- '-'-'-'-'-'-'--'-'---'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-ZON'ING-'S'ET:B-ACK-LiNE-(-TYP.)'-~'-'-'_._'-'_.".-,-.-.-.- .-.-.-.-.-. -.-.-'-.-.-.-.-&''Z'>S~. ~- '-I-'-~9-' . :'-'-'- ,_'-' -.- -'-'-'--'-'-'-.-'-'-' -.-'-'-'-'-.-'-'--.-'-'-'-.-.-.-.-.-.-.- .-.-.-.-.-.-.-.-.- -'-'-.-.-.-,- -,-.-. -'-'-.-.-'-.- ._.--,- -.- -.+.-.-.-,-.-.-.-.-.-.-t- .--.-.-.-.
: I <?~~;t~~~~ , g~ I~ I I
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: I I ~), IV PROPOSED 15' SANITARY I I
I w.~: SE\oIER EASEMENT-TO BE
~ I I~: : CENTERED ON EXISTING I I
~ I ;r I ~}1V PIPE, I
: ~ ~ I ~ Iln~J1vJ I ~ I
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0,2' ADJ, 6' CHAIN LINK FENCE I /I I 1 I * N 89'28'57" W (p) 1008.13' 1009.00'(M)
I III ~ 'l'
I 11/ g~ I ! I
I I" I; I Iw STORM BASIN
I I /I ~: I :~L I TOP EL V~=16,2~'
I ~d I lIT; I NO, INV,=13,61,
I II I I I SO, INV,-13,55
I I ,II --i 15' I---
Cti I I I
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~ _ ~ _ ---E.v~~ _ _ -
C_S89'06'52"E=~ ~
- - - - - - - - /1- -:: ~;;RY MANHOLE
/I RIM ELEVATION =17,06'
'WEST INV,= 9,61'
SOUTH INV,= 9,70'
EAST INV,= 10,56'
()
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DATEDI
02.., 2.e -03
~
(SURVE IN A 10 WITHOUT EMBOSS SEAL)
LA Y L. EVANS
FLA, REGISTRATION No. 2937
I"'--
M 0 R N I N G SID E E A S T CON D 0
PLA T BOOK 37, PAGES 16-20
3
SCALE:
1 h= 40'
U N P L A T TED
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430.05' (M)
100'
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SANITARY MANHOLE
RIM ELEVATION =19,31'
N 89'29' 13" W
S 89'28'5~7' E
46.50'(P) o~.
S 89020'51" E <(.
46.48'(M) ,,,,~b.'
(P) 383.50'
S.E, CORNER OF THE NL
1/4 OF SECTION 19
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U N P L A T TED
DESCRIPTION
PROPOSED SANITARY EASEMENT DESCRIPTION
A 15' SANITARY SE'WER EASEMENT, LYING 7,5 FEET EACH SIDE OF THE
FoLLo'WING DESCRIBED LINC TO WITr START AT THE NORTHEAST CORNER
OF THE SOUTHEAST 1/4 OF SECTION 19, To'WNSHIP 29 SOUTH, RANGE
16 EAST, AND RUN THENCE N89.28'57''W, 753,68 FEET ALONG THE
NORTH LINE OF SAID SOUTHEAST 1/4 FOR THE POINT OF BEGINNING,
THENCE RUN SOO.48'53"'W, 336,69 FEET; THENCE RUN S89.06'52"E,
95,00 FEET; THENCE RUN S73.52'24"C 56.00 FEET TO THE POINT
OF BEGINNING,
LOT 1 , BRADFORD COURT, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT
BOOK 111, PAGES 21 &. 22, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA;
TOGETHER 'WITHI A PARCEL OF LAND LYING 'WITHIN SECTION 19, To'WNSHIP 29 S" RANGE
PINELLAS COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLoW'SI
16E.,
SANITARY MANHOLE
RIM ELEVATION =17.12'
'WEST INV,= 9.70'
NO, &. EAST INV,= 9,32'
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FROM THE SOUTHEAST CORNER OF THE NE 1/4 OF SECTION 19, To'WNSHIP 29S" RANGE 16E.,
RUN N 89.29'13# 'W, ALONG THE EAST-'WEST CENTERLINE OF SAID SECTION 19, 383.50' FOR
A POINT OF BEGINNING; THENCE S 01.26'21"'W, 192,00 FEET; THENCE S 89.28'57# E, 283,50
FEET TO THE 'WESTERLY RIGHT -OF -'WAY OF U,S, H'WY. 19; THENCE S01.26'21# 'W ALONG
SAID W'ESTERL Y RIGHT-oF-W'AY, 48,00 FEET; THENCE N 89.28'57' W', 1008.13 FEET; THEt\'CE
N 01'07'36' VI, 240,00 FEET; THENCE S 89'28'57' E ALONG THE SOUTHERLY LINE OF MORNINGS IDE
EAST CONDOMINIUM 3, (AS RECORDED IN CONDOMINIUM BOOK 37, PAGES 16-20 OF THE PUBLIC
RECORDS OF PINELLAS COUNTY, FLORIDA>, A DISTANCE OF 509,62 FEET; THENCE N 00.~i2'25" E,
260,00 FEET TO THE SOUTHERLY RIGHT -OF -'WAY OF HARN BOULEVARD; THENCE S 89.29': 3# E
ALONG SAID RIGHT-OF-'WAY A DISTANCE OF 70,00 FEET; THENCE S 00.49'44# W', 115,00 FEET;
THENCE S 89.29'13# E, 100,00 FEET; THENCE S 00.52'25' 'W, 145,00 FEET; THENCE
S 89.28'5JN L 48,50 FEET TO THE POINT OF BEGINNING,
CoNT AINING 5.1 ACRES M,oL
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