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FLS 01-05-34
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REV.
NO.
DESIGNED BY: DJF CDM Camp Dresser & McKee Inc. I Phil Graham
DJF & Co'mpany, P .A.
DRA WN BY:
PG ~ 1715 North Westshore Bvld. Suite 875 IaIscape Ardmectme - PIaooing - U1ban Design
SHEET CHK'D BY: ~Ing Tampa. Florida 33607 436 Seoond Street North
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CROSS CHK'D BY: ~ Tel: 813- 281- 2900 St. Petersburg, Florida
PG License no. E8-0000020 I 33701-3012
APPROVED BY: Voice: 727-821-5225
DATE: AUGUST 2001 Fax: 727-826-1626
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CITY OF CLEARWATER
CLEARWATER, FLORIDA
LANDSCAPE
DEVELOPMENT PLAN
TOWN POND REHABiliTATION PROJECT
DATE DRWN CHKD
REMARKS
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NOTE:
SEE SHEET L-1 FOR PLANT MATERIAL SCHEDULE
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GENERAL LANDSCAPE NOTES
DRINKING FOUNTAIN
MODEL 4105M 5Y WABA6H
V ALLEY wI PET DRINKING
FOUNTAIN AT BASE AND
KEY OPERATED HOSE 616
FOR MAINTENANCE PERSONNEL
1. All plant materlala to V8 Florida #1 or v8tter q,uallty, In~tall8d to hlgh8at
nUr6ery atemdarda.
Mulch to V8 100% CYPRESS, GRADE (B)
Mulch ahall ve Inatall8d to a mInImum Of~" thick In all planting areaa.
3. Sod to ve 951" weed free: ST. AUGUSTINE lIFLORA TAMil
Sod to velnatalfed wtth tight Jolnt6. rolfed and fertllfzed at time of
Inatallatlon.
4. All dlmene;lona to l1e field-checked. by the Landacape Contractor prior to
conatructlon, with any dlacrepanclea report&:l Immediately to the
Land6Cape Architect.
5. All materfah; muat ve a6 apecifled on thelandacape plan. If materfala
or labor do not adhere to epecfflcatlona, they will ~e reJect&'J tJy the
Land6Cape Architect with p,roper Inatallatlon carried out by the Landacape
Contractor at no additional coat.
No aub6mutlona or cl1angea of any kind will be made at time of vfddine,
00 aa to provide for equar and fair comparf60na.
7. All permfta neceaaary are to ve provided by the Inatalling contractor
unltaa otherwfa8 apeclffcally eta'ted In the apeclflcatlont;.
8. No contractor Identlflcatfon alene ahall l1e permitted on the project.
9. All ~uee;tlon6 concernln0 the ~Iana and apeclflcatlona are to be directed
to the LandtX;ape ArchlteGt, \ 7Zl) 821-5225.
10. Carefully review the Land6Cape Speclflcatlone. The InatallIng
Contractor will l1e held reaponalbre for al( fteme contained Wereln.
11. All plant material ahall ve planted with TERRA-SORB AG, In accordance
with the manafacturer'a rtcommendattona for the rate of application.
2.
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6.
I",
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fERTILIZATION
SHRUBS A~~D TREES
All treea and ahruba 6hall ve fertilized with "Aeriform" 20-10-5 planting
taUlt:t6 at time of Ine;tallatton ana prior to completlon of pit
backffllfn~.. r al1l~ 6halll1e placed unlfonnlv around the root maaa at
a depth that la between the mlddl., and bottom of the root ma6a.
APPLlCA 1l0N RA IE:
1 Gallon can: 1 - 21 0ram tablet
3 Gallon can: 2 - 21 0ram tabft:t6
5 Gallon can: ~ . 21 gram tal1leta
7 Gallon can: 4 - 21 gram tat7leta
Treea: :3 - 21 0ram tabfeta each 1/2" of caUper
Palm6: 7 - 21 0ram tal1leta
GROUNDCOVER AREAS
All groundcover ar8aa 6hall receive fertilization with IfOzmocote"
time releae;e fertilizer aa per manufacturer'a apecfflcatlone.
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(1{ (1{ bE (1{ (1{
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SCALE: 1" :::: W
DESIGNED BY: DJF CDM Camp Dresser & McKee Inc. I
DRAWN BY: DJF
PG ~ 1715 North Westshore Bvld, Suite 875
SHEET CHK'D BY: .~ Tampa. Florida 33607
~
CROSS CHK'D BY: op<<III/oM Tel: 813-281-2900
APPROVED BY: PG License no. E8-0000020 {
REV, DATE DRWN CHKD REMARKS DATE: AUGUST 2001
NO,
I I I
Phil Graham
& Company, P .A.
I.mJscape An:hi1ectme . PIaooing. Udlen Design
436 Second Street North
St. Petersburg, Florida
33701.3012
Voice: 721-821-5225
Fax: 727-826--1626
CITY OF CLEARWATER
CLEARWATER, FLORIDA
PROJECT NO.
FILE NAME:
6349- 26633
00037.dwg
TOWN POND REHABiliTATION PROJECT
LANDSCAPE
DEVELOPMENT PLAN
SHEET NO,
L-2
I
I
I
REV.
NO.
DATE DRWN CHKD
A
B
NOTE: CENTER iO CENTER SPACING (OC) VARIES
FOR DIFFERENi PLANr SPECIES. SPACE EACH
V ARIElY OF PLANr EQUALLY IN PLANTING
AREAS
KEEP MULCH 611 (150mm) AWAY FROM BUILDING
WALL
,BUILDING WAll
MIN. 18" (457 mm) FROM
BUILDING WALL iO EDGE OF PLANr
BEDLlNE ~
OR PAVEMENi '
EDGE
MIN. 1811 (467mm) FROM'
EDGE OF BEDLlNE iO EDGE" '
OFPLAN~ '
~ MULCH ~
MIN. 1811 (457mm) FROM
BACK OF CURB ro EDGE OF PLANr
SHRUBS AND GROUNDCOVERS ADJACENT
TO S'TRAIGHT EDGES SHALL BE TRIANGULAR
SPACED IN R(}N6 PARALLEL TO THE STRAIGHT
EDGE.
SHRUB AND GROUNDCOVER LA YOUr DETAIL
CURB
SHRUBS AND GROUNDCOVERS ADJACENi
TO CURVED EDGES SHALL BE PLANTED
IN ROWS PARALLEL ro iHE CURVED
EDGE.
SCALE: N.T.S.
NOTES: 1. SrAKE ONLY THE FOLLOWING:
A. 'fREES REQUIRING SUPPORiTO MAINTAIN A PLUMB POSITION.
B. TREES IN POTENTIALLY HAZARDOUS SliUATIONS.
2. USE 2"><211 (50mm x 5Omm) STAKES FOR TREES 1" TO 2" (25mm TO 5Omm) CALIPER.
CROWN SPREAD
o
O111ER'TREE ST AKlNG
SYSTEMS MAY BE
ACCEPTABLE IF APPROVED
\0-
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APPROVED PLASIIC OR
RUBBER GUYS
2"X411 (50mm x 100mm)
WOOD STAKES DRIVEN AT
\I ANGLE IHEN TIGHTENED iO
\ \ VERTICAL. (MIN. 2 STAKES)
\ \ (OPTIONAL 3 SiAKES
\ \ PLACED AT 1200 ANGLE)
~ \
z \
~ \ \ MULCH 311 (75mm) FROM 'TRUNK
3" (75mm) MULCH LAYER
" ," '''':'::'.':,: 11111 111111
," ',-.:' illlli
, _ IILLED AND LOOSENED
11111",: . '.: ',_ . ;:, .'.: ."...':-: ::::,: :" "" I1III1 NAIIVE SOIL BACKFILL
m1ii 111"11=111111' ',;', ';[ii,I=:IIIIII==111I11 ,..' i' '. , 1;,'1;,":''- ';'11111 . ';111111
111111 111111 \1111 =1 IIIIII III1I1 11111 111111 111111 111111~ UNDlsrURBED SOIL
..I~ IlIll/. 1I1111_1I11l 111111 11I111 1111 111111 1
~ 3 TO 5 TIMES THE WIDTH
OF THE ROOTBALL
fERIILlZER rABLErs
AS SPECIFIED. PLACE
UNIFORMLY AROUND
ROOf MASS BETWEEN
MIDDLE AND BOifOM
OF Roar MASS.
(;) ::;':r.:LANIING DEI AIL
DESIGNED BY:
DRAWN BY:
SHEET CHK'D BY:
CROSS CHK'D BY:
REMARKS
APPROVED BY:
DATE:
C
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Utu
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u
FERTILIZER T ABLE.TS
AS SPECIFIED. PLACE
UNIFORMLY AROUND
ROOT MASS BE1WEEN
MIDDLE AND BOffOM
OF ROOT MASS.
c)
....'
PRUNE AND liE FRONDS A.i liME OF PLANTING
REMOVE liES AND PRUNE FRONDS
FOUR TO SIX WEEKS AFfER PLANTING
rRUNK SHALL BE FREE Of SCARS.
BURN MARKS. AND BOorf?
NOTE:
STAKE ONLY iHE FOLLOWING:
1. PALMS REQUIRING SUF'PORr ro MAINTAIN
A PLUMB POSI"fION.
2. PALMS IN POTENTIALLY HAZARDOUS
SliUATlONS.
CONiRACTOR ASSUMES RESPONSIBILITY OF
INSURING THAr ALL PALMS ARE srAKED AND SECURED
iO PROVIDE A SAfE COND!TION
CON'TRACTOR TO REMOVE TREE STAKES
SIX MON!HS AFTER PLAN11NG (UNLESS
REMOVAL WILL CREAi UN6TABLE SliUATION.
NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY)
5 LAYERS OF BURLAP.
5 - 2I1x41'x16J1 (50mm x 100mm x400mm)
WOODEN BArrENS. CONNECTED WITH
2 - 3/411 (20mm) STEEL BANDS.
Z~411 (50mm x 100mm) WOOD BRACE
(MIN. OF 3) TOENAIL fO BArrEN.
CONTRACTOR MAY MODIFY STAKING AS REQUIRED
iO ACCOMMODATE FIELD CONDITIONS. WITH PRIOR
WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT
311 (75mm) MULCH LAYER
UNDISTURBED SOIL
'nLLED AND LOOSENED
NATIVE SOIL BACKFILL.
:3 ro 5 TIMES iHE WIDTH
OF !HE RooTBALL
PALM PLANTING DETAIL EXCEPT' SABAl PALMS)
SCALE: N.r.S.
iRJANGULATE SPACINGS OF f)LANTS
IN MASS PLANIlNGS.
{ {{ {12"~~mm)
I ~ .. · l ~~u (76mm) DEEP MULCH
, 411t... " "~'-*' · .. .' f}AND ALONG PERlMElER
_"j!!'i~III~IW';;'.'"~'.''' .. OF BED.
SOIL
SPREAD Bit (15mm)_ OF FLORJDA PEAT OR OtHER APPROVED
ORGANIC SOIL AMENDMENT (SEE WRlifEN SPf::CIFICAT10NS)
OVER FULL LENGTH AND WIDTH OF PLANllNG AREA
(160mm"200mm) INTO NA liVE SOIL ADD 'nME..IRELEA5E
FERTlLIZER AS SPECIFIED.
ANNUAL BED PR'EPARATION/PL/~NTING DETAIL
SCALE: N.r.5.
DJF CDM
DJF
PG
oonU/t'IQ
.~f)g
~
op<<at/oM
PG
AUGUST 2001
Camp Dresser & McKee Inc.
Phil Graham
& Company, P .A.
Laodeeape ~ - Planning - Uxban Design
436 Second Street North
St. Petersburg, Florida
33701-3012
Voice: 727-821-5225
Fax: 727-826-1626
1715 North Westshore Bvld. Suite 875
Tampa, Florida 33607
Tel: 813-281-2900
License no. EB-0000020
~
cp
PRUNE AND 1lE FRONDS Ai TIME OF PLANTING
REMOVE llES AND PROVIDE "MEDJOOL cur"
FOUR TO SIX WEEKS AFTER PLANTING
~
NUT HEIGHi AND DIAMETER TO BE MAiCHED
FOR PALMS SPECifiED AS"MAiCHEDII
iRUNK SHALL BE FREE OF SCARS.
BURN MARKS. AND BOOTS.
~
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d8
;:
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NOTE:
sr AKE ONLY !HE FOLLOWING:
1. PALMS REQUIRING SUPPORTiO MAINiAlN
A PLUMB POSITION.
2. PALM51N POfENllALL Y HAZARDOUS
SliUA TlONS.
CONTRAClOR ASSUMES !HE RESPONSIBILITY OF
INSURING THAr ALL PALMS ARE STAKED AND S,ECURED
TO PROVIDE A SAFE CONDITION
CONTRAClOR iO REMOVE TREE STAKES
SIX MONTHS AFTER PLANTING (UNLESS
REMOVAL WILL CREAIE UNSTABLE StiUA"fION.
NOilFY LANDSCAPE ARCHIIECT IMMEDIAlEL Y)
FERIILlZER T ABLEiS
AS SPECIFIED. PLACE
UNIFORMLY AROUND
ROOT MASS BE1WEEN
MIDDLE AND BOifOM
OF ROOf MASS.
5 LAYERS OF BURLAP.
5.. 2'~41~16u (50mm x 100mm x400mm)
WOODEN BAnENS. CONNECTED WITH
2.. 3/4u (20mm) STEEL BANDS.
21~" (50mm x 100mm) WOOD BRACE
(MIN. OF 3) iOENAIL TO BATTEN.
CONTRACTOR MAY MODIFY STAKJNG AS REQUIRED
TO ACCOMMODA IE FIELD CONDITIONS. wrrn PRIOR
WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT
3" (75mm) MULCH LAYER
/III 1111 ".~<:':;' ',:"
111111 I1III .';,'.- . UNDISTURBED SOIL
IIIIII ':..,.,,'
1I111"i~,'~ '. IILLED AND LOOSENED
111111 II' " ,illl; , 1~1I11 -. , ;;iill=lli'III" .. 1'11111 . . 11'1;'11" . , 111";1": ';11 '. '. ';111111 NATIVE SOIL BACKFILL.
11111 11111 IIIII1 111111 IIIII1 11I111 IIIIII IIIII1 IIIII1 111111
:3 TO 5 TIMES THE WIDTH
OF THE ROOfBALL
MEDJOOL DATE PALM PLANTING DETAil
SCALE: N.r.S.
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X
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ill
x
MULCH 3" (75mm) FROM STEMS
311 (76mm) MULCH LAYER
- I1III1 11111 )7,' .,',,~' .." :':,:"., ,'.,':. ,":/:: "::' ':.:':::'? 111111 111111
fERTILIZER TABlErs AS :::.:'> ..,. '.:' : ;--.:, ,', : .::; 111111
SPECIFIED. PLACE UNIFORMLY III '.." ," ," ,'..; , ,...~. '. ";';.:, TILLED AND LOOSENED
B~~~~ ~~~~~g 111111 /11111 ~:l',;'i';;I\' i';1\l ",\i;j'i :"I'I'illl 111111 NATIVE SOIL BACKFliLL
BOifOM OF ROOf MASS 111111 111111 111111-111111 /11111 II~
1 111111 111111 II1II1 1 UNDlsrURBED SOIL
_ 3 TO 5 TIMES WIDTH ~
OF ROOTBALL
SHRUB & GROUNDCOVER PLANTING DETAIL,
SCALE: N.r.S.
CITY OF CLEARWATER
CLEARWATER, FLORIDA
~
, ~REMOVE ALL FRONDS.
-------- LEAVE 1211 MIN. (305 mm)
OF NEW FROND GRONTH.
TRUNK SHALL BE FREE OF SCARS.
BURN MARKS. AND BOOrs.
NOTE:
STAKE ONLY THE FOLLOWING:
1. PALMS REQUIRING SUPPORT iO MAINTAIN
A PLUMB POSI1l0N.
2. PALMS IN POTEN1lALL Y HAZARDOUS
SITUA TlONS.
CON'TRAClOR ASSUMES RESPONSIBILllY OF
lNSURJNG THAT ALL PALMS ARE STAKED AND SECURED
TO PROY1DE A SAFE CONDITION
CONTRAClOR TO REMOVE TREE STAKES
SIX MONTHS AFTER PLANTING (UNLESS
~~EMOVAL WILL CREAIE UNSTABLE SITUATION.
NOTIFY LANDSCAPE ARCH1TECf IMMEDIATELY)
~
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i1iM
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Utu
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u
5 LAYERS OF BURLAP.
5 . 2ux4"x16u (50mm x 100mm x 400mm)
WOODEN BA ifENS. CONNECTED WITH
2.. 3/4u (20mm) STEEL BANDS.
2J~4U (50mm x 100mm) WOOD BRACE
(MIN. OF:3) TOENAIL TO BArrEN.
CONTRAClOR MAY MODIFY STAKING AS REQUIRED
fO ACCOMMODATE FIELD CONDITIONS. WliH PRIOR
WRlffEN APPROVAL FROM LANDSCAPE ARCHIIECI
311 (75mm) MULCH LAYER
FERTILIZER r ABLETS
AS SPECIFIED. PLACE
UNIFORMLY AROUND
ROOT MASS BETWEEN
MIDDLE AND oorrOM
OF ROOr MASS.
SABAL PALM PLAN-riNG DETAil
SCALE: N.T.S.
TOWN POND REHABiliTATION PROJECT
PLANTING
DETAILS
UNDISiURBED SOIL
TILLED AND LOOSENED
NATIVE SOIL BACKfiLL.
H
2
3
4
PROJECT NO.
FILE NAME:
6349- 26633
00037
SHEET NO.
L-3
REV.
NO.
DATE DRWN CHKD
A
,c
@)
21/fl' O.D. STEEL PIPE
B
c
[~
6rAINLE65 6TEEL LAG BOLrS
EXlENDING ~l INfO CONCRffi
RJ5 P AlTERN SERlE6 iRMH RECEff AClE 5Y WABASH V,'LLEY, INC.
DlSiRJOOiED 5Y CONrRACr CONNECTION. INC. (OOO-m-~~369)
MODEL: LRR321 Pi' LID F1t32 wrrn SURFACE MOUNf
FINISH: ELECT'ROOfATIC POWDERCOAT
COlOR: FORESf GREEN
INClUDE ALL LINERS. ArrACHMENlS. AND FA61'ENERS.
IN6TAlL ACCORDING fO MANUFACllJRER'S 6PEClflCl\T1ON6
4'-0'
l
l
'Z~811
I:
END ELEVATION
',: ~'
. ~ . '. : '~. '. ',.
I, ' I,
.. " - '. ", ~ , '
FRONr VIEW
4'x15"x611 THICK CONCRETE P A
,e
4" ..(JI
~1
l
'Z-211
RI13 BENCH (CROOm WI BACK)
~y WA~N;H VALLEY INC. DI5TRI13UTED BY CONTRACf
CONNECOON 1-000-m-8369 OK APPROVED EQUIVALENT
~ENCH fO BE 4' IN LENG1H COLOR "FOREST GREEN"
ANCHOR fO WALK wl5r AINLE56 5TEEL
FA5TENER6 PER MANUFACTURER.
LAG 00l T fO CONCRETE PAD w/6" BOL r6. PROVIDE
CONCRETE EXPANSION SHIELDS.
PLAN VIEW
.I~
1f=61/2'
SIDE ELEVATION
~
61/411 RADIUS
6'-8 314.11
'f~~l." ~ to +1
t:~{ 1<':
}!):
?/ :.1: 'U1'
'tl..(J'
I ~ .1
12"
DIAMEfER
cp
~
2 7lfl~ 0.0. 6lEEL PIPE
2'-11112'
J
~-8 3/411
6' x 16' CONCREtE PAD
COLOR AND FINISH TO
MATCH ADJACENT
CONCRETE WA1.K5
7/16" DfAME1'ER HOLEa
FOR 3ltl' RE5AR
(5Y INSTALLER)
EMBEDDING DETAIL
MODEL 126--60 - (6) LOOP 61KE RACK 6Y
DU MOR.INC. (1-800-698--4018)
MEf AL PIPE TO 51: COATED wI ZINC RICH EPOXY
AND FINISHED wi POLYES1'ER PONDER COATING
COLOR: HUNl'ER GREEN
ELEVA1lON VIEW
4' BENCH DETAIL
SCALE: 1" = 1'-0"
TRASH RECEPTACLE DETAIL
@
SCALE: 1/2u = l' .(y'
I'
,.."
f..a" .
16'..0"
"I
-- if..a"
4' ..a"
, , r..a"
'5ENCH
. \,'
'Z..()"
, , 11
4' ..()Il
'. z..all
j I'ROf'OOED SIOEWALK
2' -6u
L".'
. ,
?;:.a',
6ENCH .
. lRA6H RECEPTAClE
6u niJCK CONCREiE PAD
fO MATCH ADJACENT CONCRETE SIDEWALK
COLOR AND FINISH WORK.
PLAN VIEW
PROVIDE EXPANSION JOINT 6E1WEEN
61DEWALK AND 6ENCH PAD MArCH ALL SIDEWALK
PERPENDICULAR CONTROL JOINTS.
mASH RECEP( AClE
"
6ENCH ..... 6ENCH
' I
;6'
fO
I I
f " .~ " ~' '.... " '~ ..... " " '. ,. ... ..... " ~ ... ..... ,. ~ ... , I
~ " ~ ~ ... ~ ~
I, I, I. I, I. I, I. I
-q. .. " .. oq. .. ... .. ...". .. '.. .. oq, .. -- .. ..' -q. :.. .. .. oq. .. -- .. oq. .. -q.
4'-6u 4' ..a"
niICK CONCREiE PAD
MA fCH ADJACENT CONCREtE 61DEWALK
COLOR AND FINISH WORK.
Of>u
FRONT VIEW
BENCH AND TRASH RECEPTACLE LAYOUT DETAIL
SCALE: 1/2" = l' .(y'
REMARKS
DESIGNED BY: DJF CDM Camp Dresser & McKee Inc. Phil Graham
DRA'NN BY: DJF & Company, P .A.
SHEET CHK'D BY: PG ~ 1715 North Westshore Bvld, Suite 875 Landscape ArdlitecIme - PJaoniDg -lhbao Desip
sngI>>tIftJg
~ Tampa, Florida 33607 436 Second Street North
CROSS CHK'D BY: optIII/JontJ Tel: 813-281-2900 St. Petersburg, Florida
PG License no. EB-0000020 33701-3012
APPROVED BY: Voice: 727-821-5225
DATE: AUGUST 2001 Fax: 727-826-1626
TOWN POND REHABiliTATION PROJECT
BIKE RACK DETAIL
SCALE: 1/2" = 1'-0"
2
ISOMETRIC VIEW
61KE RACK INSfALLAT10N fO 6E
COMPlETED IN ACCORDANCE wrrn
MANUFN;1'URER'S SPEClFI~TI0N6.
3
4
CITY OF CLEARWATER
CLEARWATER, FLORIDA
PROJECT NO.
FILE NAME:
6349-26633
00037
SITE AMENITY
DETAilS
L-4
SHEET NO.
A
REV.
NO.
DATE DRWN CHKD
REMARKS
B
OVERLOOK FRAMING PLAN
OCALE: 1I2u = 1'-a'
OVERLOOK DECKING PLAN
SCALE: 112" = 1'.0"
DESIGNED BY: DJF
DRAWN BY: DJF
SHEET CHK'D BY: PG
CROSS CHK'D BY:
APPROVED BY: PG
DATE: AUGUST 2001
c
cp
H
~
D
~
2!)' .{J'
6'-fY fI.{J' 0'-10' I" 5' .fi' T 4'.& 16/16" l' .91116t1 -
rr= r-- -[><1 C><
1
I--
T~
1'.9
'tl-fY
-
I '-
rx [><1 1'-5" C>< \~
I
T
r I I "\
] "\
~ 4'...a 16
I r
I
I I ~\
I ~ ~
I I
~ ~ ~f
I'
"- 61'1;6" POOT (lYP)
I ~~
\ I
4'--616
" \ I I
" , \ 7
[>( IWJ T C>< I /
I )j
f --611
t--
\ 'Z'xa" 6EAM (TYP) , 7 [X
6''xfjI POOT (lYP) L- (1) ON FACH SIDE OF 'll~ ~ ~~
P06TS AS SHOWN
'bRJII JOIST (1YP) f --6"
LOCATED ON TOP OF 6El\MS j
DOUBLE oum JOISTS 1'.9111
AS SHOWN .~ \ I
... "- \
C, C><
NOTES:
1. AlL FASTENERS TO ~E H01-DIPPED GALVANIZED OR STAINLESS STEEL 2~t1 f}E'.AM (lYP)
2. AlL DECKING FASTENERS TO ~E 16c:H3112.'t 6AR6ED. Z'x&" JOIST (1YP)
3. AlL WOOO TO 5E PRESSURE "!'REAreD PINE. GRADE It (1) ON EACH SIDE OF LOCATED ON TOP OF 6EAMS
1116t1
I
l' 41J2l1
f-
l' 41J2l1
f-
1'--4112"
f-
1'4112"
L
/16"
116U
6"
2
4. ALL DECKING AND RAIL CAPe TO 51: 6ARK SIDE UP.
5. ALL BOL is TO f}E HEX H~D, H01.DlPPED GALVANIZED WHH WASHERS EACH END.
6. AlL DIMENSIONS AND ME1l-fODS TO f}E FIELD VERIFIED 6Y niE CONtRACTOR.
At('( DISCREPANCIES SHALL ~ REPORiED IMMEDIAT'EL Y fO niE LANDSCAPE ARCHliECf.
POOTS AS SHOWN
DOU6LE OUTER JOISTS
AS SHOWN
25'.211
2"><611 DECK OOAADS
- 6AAK SIDE UP
I
4
'll...(J'
3
6' ..(j'
12' .{J'
NICHE UGHT (1YP)
(6) PER OVERLOOK AS St10NN
If CORE DRJLL STEP STARR
C1D-4-6LACK.~ 6Y
6-K UGHllNG &13-2a9-1600
MOUNTTRANS~ERSON
OUTSIDE OF POOT AT nn:
DIREC1l0N OF THE
LANDSCAPE ARCHITECT
6"x611 POOf (1YP)
'()' .{J'
L
2'~" ~ (lYP)
(1) ON EACH SIDE OF
POOTS AS SHOYIN
NOTES:
1. ALL FASiENERS fO 51: HOT-DIPPED GAlVANIZED OR STAINLESS STEEL
2. ALL DECKING FASTENERS TO ~E 16d.31J2,1I 6AR6ED.
3. ALL WOOD fO 5E PRESSURE TREATED PlN~ GRADE It
4. ALL DECKING AND RAIL CAlPS fO 51: 6ARK SIDE UP.
5. ALL BOLTS TO BE HEX HEAO, H01 --DIPPED GALVANIZED WHH WASHERS EN;H END.
6. ALL DIMENSIONS AND METHODS fO 6E AELD VERIFIED 5Y iHE CONTRACTOR.
ANY DI5CREP ANCJES SHAU.6E REPORTED IMMEDfATEL Y TO rue LANl?SCAPE ARCHI1ECf.
CDM Camp Dresser & McKee Inc.
L-5
Phil Graham
& Company, P.A.
Laodacape AIdJiCccture - Planning - Urban Design
436 Second Street North
St. Petersburg, Florida
33701-3012
Voice: 727-821-5225
Fax: 727-826-1626
CITY OF CLEARWATER
CLEARWATER, FLORIDA
PROJECT NO.
FILE NAME:
6349- 26633
00037
.= 1715 North Westshore Bvld, Suite 875
~ Tampa, Florida 33607
0(JIJffIII0ttII Tel: 813-281-2900
License no. EB-0000020
OVERLOOK DETAILS
SHEET NO.
TOWN POND REHABiliTATION PROJECT
REV.
NO.
DATE
DRWN CHKD
A
B
C
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t-- - I-- - I-- - I-- - I-- r- - - I-- t-- I-- - r- - r- - t-- I-- r-- ;-- - 1--' - ~ I-- r-- r-- - r-- - r-- r-- I-- r-- I- - t--- r-- 2"xE)" DECK OOARDS
t: '- t.: t.: t: t: t: == l:: t.: t: l::: l:: l::: l::: t: t: t.: t: == t::: == l:: t.: t.: t.: t.: == t:: t:: == t:: == t: == t:: == t: t.: --- ~ 8ARK61DE UP DECK ELEVATION EQU^i- TO TOP OF 6AAK ELEVATION
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~~ lOCArED ON TOP OF 5EAMS
DOU6lE OUfER JOlaTa
----- AS 6HONN
'- 2:'1RI' ~ (1Yl') VARIES FOR EACH
(1) ON EACH SIDE OF OVERLOOK LOCA'nON
POOTa AS SHOWN NOT TO EXCEED 1(1..()'1
~~~~ ,
~ 6"><6" poor (lYP)
DRIVE POOTS MIN.
fl.-on 6ElOW FINISH G~DE
NOl'ES: ~-----
1. ALL FA5lENERS TO 6E HOT-DIPPED GALVANIZED OR 5TAINlE6S STEEL
2. ALL DECKING FASTENERS TO 51: 16d..3 V2, II 8M6ED.
3. ALL WOOD TO 6E PRES6URE TREATED PINE, GRADE It
4. All DECKING AAD RAIL CAPS TO 51: 5ARK SIDE UP. ------
6. ALL 5Ot. TS TO BE HEX HEAD, HOT-DIPPED GALVANIZED WHH WASHERS EACH END.
6. ALL DIMENSIONS AND MEl'HODS TO 5E FIELD VERJFIED 5Y ll-tE CONiRACTOR.
AW( DISCREPANCIES SHALL 51: REPORTED IMMEDI^fEl Y TO THE LANDSCAPE ARCHtfECT.
.
OVERLOOK ELEVATION
SCALE: 1/2" = 1'..0"
6'..{? ON APPROACH -I
12'.{)" ON OVERLOOK
Z'x6- CAP
5ARK SIDE UP
DRIll Z' O.C. HOLE
FOR ELEC. CONNECTION
RECESf>ED LIGHT FIX1lJRE
AffACl--lED TO POST AS
SHOWN ON DECKING PlAN
6"x6" POST
cur NICHE IN POST
TO ACCOMMOD^ TE FIXTURE
OOX (SE:E NarE BELON)
NOTES:
1. AlL FA5IENERS TO BE HOT-DIPPED
GALVANIZED OR STAINLESS SIEEL
2. ALL DECKING FASTENERS TO 51:
16a-31/2,1I 5ARBED.
3. ALL WOOD TO 8E PRESSURE TREATED
PINE, GRADE #t
4. ALL DECKING AND RAIL CAPS TO 51:
5ARK SIDE UP.
6. ALL OOL TS TO 5E HEX HEAD,
HOT-DlmD GALVANIZED WHH WASHERS
EACH END.
6. ALL DIMENSIONS AND MEll-tOD6 TO
~ FIELD YERJFIED 5Y ll-tE CONTRACTOR.
AN( DISCREPANCIES 5HAll BE REPORTED
IMMEDIATELY TO THE LANDSCAPE ARCHITECT.
Z-x611 DECKING 6ARK SIDE UP
46D CHAMFER
(ALL POSTS)
2'-x6H
STRINGER
- 2"xa" JOI6Ta NOTE: NICHE UGHT TO 5E
'CORE DRiLL 5TEP aTAR'
C/D-4-6lACK-5,
- 2',><&11 BEAM 5Y 5-K UGHll00
613-289-1600
(lhN VOLTAGE)
MOUNT TRANSFORMERS
ON OUTS!DE OF POST
AT THE DlREC1lON OF
mE LANDSCAPE ARCHITECT
SEE RECESSED UGHr
DEl AIL FOR NICHE UGHT
Roure 112"x1J2" GROVE IN
POOT FOR ElEC. WIRES
STAPLE WIRES INTO GROVE
2'-x6"
STRINGER
Z'xZ' VERT.
SLATS, 6" O.C.
2"y;2II VERT.
SLA T5, 6" O.C.
(1"'If8' f'06r&
((101;.)
42"
42' RAIL HEIGHT
(TYP. )
TRANSFORMER
WIPHOfOCELL
~~
o
I 0
2"><81. 5EAM ON
EACH SIDE OF POOTS
DR1YE POSTS MIN.
5'..{? 5ELOW GRADE
ELEC. WIRiNG AffACHED ./
TO UNDERSIDE OF -./ I
DECKING O\IEKHANG
6Orr0M OF BEAM TO 6E
MIN. 18" A5O\IE SEASONAL
HIGH WATER LEVEL
o
o
OVERLOOK CROSS SECTION
OVERLOOK RAIL DETAIL
SCALE: N.r.S.
SCALE: N.r.S.
DESIGNED BY:
DRAWN BY:
SHEET CHK'D BY:
CROSS CHK'D BY:
DJF
DJF
PG
CDM
CITY OF CLEARWATER
CLEARWATER, FLORIDA
Phil Graham
& Company, P.A.
LaDdscapo ArdWecture - P!anning - UrbII1 Design
436 Se<:ond Street North
St. Petersburg, Florida
33701-3012
Voice: 727-821-5225
Fax: 727 -826-1626
Camp Dresser & McKee Inc.
~
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~
~
1715 North Westshore Bvld, Suite 875
Tampa, Florida 33607
Tel: 813-281-2900
License no. E8-0000020
TOWN POND REHABILITATION PROJECT
OVERLOOK DETAILS
REMARKS
APPROVED BY:
DATE:
PG
AUGUST 2001
cp
C{2
POND WATER ELEVAll0N 16.5
~
H
PROJECT NO.
FILE NAME:
SHEET NO.
L-6
2
3
4
6349- 26633
00037
REV.
NO.
DATE
DRWN
CHKD
A
B
LIGHT GRAY EPOXY JOINT SEALER
PRE-SCORED REMOVABLE STRIP TO
PROVIDE JOINT SEALING RESERYOIR
BACKER ROD INS. ALLED BE1\VEE
EXPANSION JOINT AND JOIN. SEALER
Z[ "
($)< '
W...] :',
52 L\... - X
<UJ , 4' ' ,
~UJ '
- ($) "
<\
'X
1/2" POLYETHYLENE EXPANSION JOIN. FILLER.
(FILLER MAiERJAL TO BE FLEXIBLE, NON-STAINING..
Uy S. ABLE, COMPRESSIBLE FOAM WITH PRE-
SCORED REMOVABLE STRiP TO PROVIDE UNIFORM
SEALING RESERYOIR IN THE JOINi)
EXPANSION JOINT
(SEE PLANS FOR JOINT LOCATIONS AND MINIMUM SPACING)
CONCRETE WALK /SLAB (TYP.
JOINT DEPTH SHALL BE 113fHE
fHICKNE6S OF fHE CONCRETE SLAB
6Awcur CONiROL JOINT
INSTALLED WITH A WET SAW
6 TO 8 HOURS AFTER CONCREiE POUR
ffi[ ',,' " <\
52 L\... - X x
~ili ~4 ~
~ ~NCREffi ~ (~.) :J
CONTROL JOINT
(SEE PLANS FOR JOINT LOCATIONS AND MINIMUM SPACING)
CONCRETE WALK JOINT DETAILS
SCALE: N.T.S.
CONCRETE COLOR AND FINISH AS NOTED ON PLANS
Ie
TOP OF 60D FLUSH WITH CONCRETE
VARIES (AS SHOWN ON PLAN)
-... 1% WASH -...
1
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'(/
.'V
1>,
~
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:" <:l :
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111111" .. . IIII
6x6x10x10 WELDED WIRE MESH
- - "FI6ERMESHu REINFORCED
II ~ CONCRETE SLAB/ WALK
(WOO PSI)
COMPACfED 6U6GRADE
611 CONCRETE SLAB / WALK SECTION
SCALE: 1/l=1f~O'
DESIGNED BY:
DRAWN BY:
SHEET CHK'D BY:
CROSS CHK'D BY:
REMARKS
APPROVED BY;
DATE:
PG
AUGUST 2001
C
EXP ^N5ION JOIN1'
^DJ^CENT 6" THICK
CONCRETE 6fDEWALK
. ", '~'::
4,: .'
6" WIDE FLUSH
CONCRE1"E BORDER CURB wi
(2) #5 REI'AAa CONllNUOU6
CONCRETE COlOR AND FINISH
TO MATCH ADJACENT
CONCRETE SIDEWN-K
0p
CONCREiE P^VER6 AS SPECIFIED ON PLAN
WN3H SAND INTO JOINTS
PROVIDE MINIMUM 11, WN3H FROM
---- CEN1'ER OF P^VER FIELD OU1WAAD
3/4" SAND 6E11lNG COAR5E
Pi' CRUSHED CONCRErE I'A6E
EXlSllNG OR COMP ^CfED SU6G~DE
CONCRETE PAVER SECTION
SCALE: 1"=1'-0'
DJF
DJF
PG
CDM
~
tlI~
~
optJIIJI1ot>>
Camp Dresser & McKee Inc.
1715 North Westshore Bvld, Suite 875
Tampa, Florida 33607
Tel: 813-281-2900
License no. EB-0000020
Phil Grahatn
& Company, P.A.
Landscape AIclritecttR - Planning - Urban Design
436 Second Street North
S1. Petersburg, Florida
33701-3012
Voice: 727-821-5225
Fax: 727-826-1626
cp
cv
cp
22-1'
PAVER "AND
PAVER COlOR 11 (lYP)
PAVER FIELD
P ^YER COLOR #2 (lYP)
PAVER I'AND
PAVER COlOR #1 (lYP)
PAYER FIELD
P ^,'ER COLOR 12 (1YP)
PAYER "AND
PAVER COLOR #1 (1YP)
DOU"lE INNER PAVER
I'AND. P^VERCOLOR
11 (lYP)
PAVER "AND
PAVER COlOR #1 (lYP)
P ^VER FIELD
PAVER COLOR #2 (lYP)
PAYER "AND
PAYER COLOR #1 (1YP)
DOU6lE OUiER PAVER "AND
PAVER COlOR #1 (1YP)
PAVER FIELD
PAYER COLOR #2 (lYP)
1]",,'
!..~~,
.',,<<.
~.'.'."..'.'..".'.'.'
W
ti}
fi1
~
lIifa~
.....,~, ~,,'~.'.:
-"/~\--... '.,
CORlNl'H PAVER SHAPE 11-"5MALL RADIUS"
CORlNiH PAYER SHAPE IJ2 - "LARGE RADtU6"
CORINTH PAYER SHAPE IfO - "SMALL RECTANGLEu
CORINlli PAVER SHAPE 14 - nMEDfUM RECTANGlEt
CORINl'H PAVER SHAPE 16 - I15QU^REll
CORlNiH PAVER SHME 16 - "LARGE RECTANGLE"
CONCRE1E PAVERS TO BE CORINTH SERIES
BY PAVERMODULE, INC. (1~eea-756-e111)
SHArES AND COLORe AS 6HONN
PAVER "AND
PAVER COLOR 11 (TYP)
PAVER FIELD
PAVER COLOR 12 (TYP)
P^VER COLOR KEY
PAVER COLOR #1:
PAVER COLOR ~
CONCRETE PAVER LAYOUT DETAIL
SCALE: 1/211 = 1-0'
CITY OF CLEARWATER
CLEARWATER, FLORIDA
CONCRETE WALK
AND PAVER DETAILS
PROJECT NO.
FILE NAME:
TOWN POND REHABILITATION PROJECT
2
.3
4
SCALE: 112" = 1'-0'
6349- 26633
00037
SHEET NO.
L-7
A
POND WATER LEVEL
(ELEY AnON 16.5)
8
WATER SPILLS OVER TOP CASCADE STEP
LOWER WATER CASCADE
WATER CASCADE SECTION
SCALE: 1/2" = 1=~OU
nw- El
~
FOUNTAIN SECTION
FOUNTAIN PLAN VIEW
FOUNiAJN EQUIPMENt
1. FI8ER~S5 FLOA'fiNG PLA rFORM, 6LACK GEL COA r FINISH COAST GUARD APPROVED CLOSED CELL FLOTA110N
2. COAST GUARD APPROVED CLOSED CELL FLOTAnON
3. SU6MER6I6LE FEA1URE PUMP - 6 Hp, 22>(N, 1 PHASE
4. 6CHEDULE 40 P.V.C. PlUM6ING
5. 1IZ' ST~NLESS STEEL AND FIBERGLASS CONSTRUCTED PUMP SUPPORT KIT
6. SCH. 00 P.V.C NOZZLE RISER MSEM6t. Y
7. 2' N.P.T. SMOOTH 60RE NOZZLE - MACHINED 6YNTIiEl1C CON6iRUC1l0N
a. (2) 600N11201 FREeaTANDING FOUNl'AlN LIGHTS & aA (4) 215ON11201 FREeaTANDtNG FOUNT~N UGHTS
9. CAST 6RONZE CONSTRUCiED UNDERWATER JUNC1lON OOX
10. 1-112' P.V.C. 6ALL VALVE TO ADJUST NOZZLE HEIGHT
11. 20(/1013 TYPE S(}NA SU6MERSI6LE CA6LE MARKED WATER RESISTANl'
12. 2JX110/41YPE SCN^ SU6MERSI6LE CA6lE MARKED WATER RESISTANT
13. &- STAINLESS STEEL AND P.V.C. CONSTRUCTED INDUCTION STRAINER
14. 3' DrAMEiER 6RASS SPRAY RING WIlli (~) 3/&- N.P.T. SMOOTH 60RE NOZZLES
FLOATING FOUNTAIN DETAIL
SCALE: N.T.5.
REV.
NO.
DATE DRWN CHKD
REMARKS
C
D
GEYSER NOZZLE
WATER SPILLS CJ.'ER TOP CASCADE STEP
UPPER POOL
UPPER WATER CN3CADE
3' ..(J'
~I
GEYSER NOZZlE
LOWER POOL
4' ..(J'
J
a'..(y
DESIGNED BY:
DRAWN BY:
SHEET CHK'D BY:
CROSS CHK'D BY:
DJF
DJF
PG
CDM
Camp Dresser & McKee Inc.
~
~
~
()(NJIItJJoM
4'~
1715 North Westshore Bvfd, Suite 875
Tampa, Florida 33607
Tel: 813-281-2900
License no. EB-0000020
APPROVED BY:
DATE:
PG
AUGUST 2001
cv
'0' ..(J'
-,
4'..(y
4'..(1'
J
8' -<Y'
Phil Graham
& Company, P.A.
Landscape Arehitectme - PIaoning - Urban Design
436 Second Street North
St. Petersburg, Florida
33701-3012
"oice: 727-821-5225
Fax: 727-826-1626
~
'0' ~..
C2
CITY OF CLEARWATER
CLEARWATER, FLORIDA
TOWN POND REHABiliTATION PROJECT
~
H
PROPOSED SIDEWALK
2
3
4
FOUNTAIN AND WATER
CASDCADE DETAILS
PROJECT NO.
FILE NAME:
6349-26633
00037
SHEET NO.
L-8
REV.
NO.
A
DATE DRWN CHKD
REMARKS
~
DESIGNED BY:
DRAWN BY:
SHEET CHK'D BY:
CROSS CHK'D BY:
APPROVED BY:
DATE:
~
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DJF
PG
TOWN POND REHABiliTATION PROJECT
CITY OF CLEARWATER
CLEARWATER, FLORIDA
Phil Grahatn
& Company, P.A.
Landscape Architecture - Planning - thb&n Design
436 Second Street North
St. Petersburg, Florida
33101-3012
Voice: 727-821-5225
Fax: 721-826-1626
PROJECT NO.
FILE NAME:
Camp Dresser & McKee Inc.
WATEIR CASCADE
PLAN VIEW
~
~)(J
~
~
PG
AUGUST 2001
1715 North Westshore Bvld, Suite 875
Tampa, Florida 33607
Tel: 813-281-2900
License no. EB-0000020
2
3
4
SCALE: 114" = 1'-0"
6349- 26633
00037
SHEET NO.
L-9
-
-
-
REV.
NO.
DATE
~
~
~
~
cp
~
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i I -~Ir/o! \\\ "'~---------,----------' 5ENCHANDmASH ~ ~ '" '--~2 \ \ \\ '\'-t>~, < -ffoL_-~--- i'\ 'i ~\ :1 I II / c__~ \,JI ~
i ,I ~\ \ , RECEPfAClE fAD (1YP) '-', '" \ \ \ \ \' \, . Ir/ '/ Y ,\ NOiE: Ii I I / .. ----T---~ I
Ill!' II -f- \ \~ t1ff?\ ~ ~---,..--,-- -------~-....._-~ 4' BENCH ('m)) \ '\ \\ \\ "\ \ \ \:,\\." \ \V/~%1/\~\///' 'l SEE SHEET lR-2 FOR GENERAL IRRIGATION NOTES 1,1(1, I! /! "/ -~--'-"'--_'__~ I
v. '\.. \\,:\'\. l \ 10.oo) f'16 I 'Z' '\.---/-- -----.-~_.---~:t; '-...,"- \ \ \, \ '- ~ ;1 t)! ,.~-,......-
~ -- "",,"'-..''-~ '-..... - '/ 69.00 .--------- .--~ "'----....... '-.... '\ \ \ \'\ \\., \\ '-, .~, '\ ~ ///,/////>/,J/,[ ,\y' / fIlii \i, ! .1 l' ~ --'- --:'--
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[ , ',,, \- ~ ,/~ ~/ ---------------.-------__ 100wHP5.15 ~~~HyuHf _---------------------------------., \ I i I I ~'+ I U : IRRIGATION LEGEND I
I I '~. ~~(I V~f I~~~~--------------------'----~-:".--..-......."~-.--'-,-',---~O:~J;~0J/' // i II I II Ii, ;---:~ ~~D' I QlY ~ 5PEClf~~YHEAOO QlY ~ ::;; ~ =~:"'~~PONEur5 .
!: \ ~ \1 / / -----.. -----.. --.-----'---'------~.~___ '''-.~---~_.__,_ ...._ O~n.EI Af1ftE),^SE // \ I i I I ~(t~-=- -f-II I ! 0 0> Rain 61rd 1402 Full Clf'(;I~ 6u~ - 000 GPM O. Hunt.er POM~04-~~R 1m.Q Rotor 3AO GPM e Water 6ou~ 4" DIAMEl'ER DEEP WELL wi MINIMUM
I W L ( \ l II" ! -''''-'''''- . -,.--------OF EACtlf'Ot.i! // '" ",'" - - - - - -.. - -, 'i i I \ \ \ ~ ' .-t 0 (p- t1 I O. Rain 61rd 1000-SAM~PR5-6F - 0.41 GPM 0 + Hunter rGM.04-^~R #2.0 No:zzIe Rotor 2.30 GPM OtJ1'PUl OF 80 GPM ^ i 60 PSI
I 2 HI N 'i;~, \ \ ~~-.------------~.-_ -~----~------------- ______/// 1// /------- "'\ \ \ \ \ \\ \\\\~t-i~,,,,, I D I ~: :::=~:=~:=:~::z ~ ~ ~~=~~~::~:~~~~=O.e5GPM r:.I ~klr.~~~IW~~~~~wLPEDESrAL
I ~ - r - 1'- I, \ (,-,~-~, ~___~__ ~ --- / // ',\ \ \ \ \ \ \ \ ; \ \~ I I o. Rain 61rd 1000-SAM.PR5~&F -1.06 GPM 5" Hunt<< 1-25-3R&-07 Gear Driven Rotor 13.2 GPM ... Mainline: 21J2U SCHEDULE 40 PVC
I < .1 ~ \ \ \ \ ~.-~-->-.------.--------- " / /,.---..,\ \ \ \. \ \\ \. \ \\:\ ! \ I 0 e Raln6Ird1000-SAM~PR5-8H-0.52GfM 2. H ~ ''''<<,A.,t:1r1Z%G n..r.. "-~-9~GPM 0 Valve6:RAlN6tRD~PEf5.PRS-D
\ \- I \ \ \ \ \ FLOATING FOUNTAIN ( (I \ \ \ '\ \ \ \ \\'. \ \ -A ~T?\ 0 <) Rain 6Ird1000-SAM~PR5-8Q-0.26GPM 8 u r -'" ....v-v"" earvrlvcn1 NI~ .IV
I ~ t : 'I t '. \k, --1,5~NCH(~ ~?g~:~:~~~:X~5~~~I~~f~AINS \ \, (\ ) ) ) ~ \ \ \ rtl60 ~/ ~: :~=~:~~~~:::~~~~ ~ ~ ~~:::::====::= ~~::~lDMTae
I (j) I I I I -~ rrr I l I I , \ - - / / \ \' \ \ - )~ 143 e Rain 81M 1800-5AM-PR5-1OH - 0.19 GPM = = = 6l-'ng: 6CHEDULE 40 pve. 2 5IZE5 LARGER 1'HAN
I ~ M'-T1t;== JI I I. '- \, "----- ~/ // ~ \ \ \ \ \ ~~d ~ 3~ : :~=:=;:::::~:gZ O! Hunt<lrI-40-3R5-46GoarDrivol1Rotor24~GPM ~ Qu~Cou::~W:~~~~'#RCJNP
i ". ,., - - - - - -- -"', ''-'' _,; /' LU 0 A Rain 61rd 1000-SAM-PR5-12iQ-1.96 GPM 0 \JI Hunter 1-40-AR5-44 Gear Driven Rotor 20.0 GPM AlII~ head& on non~l?J~ water
I . ! I I! I / /' ''-" .... - - - - \ \ \ \ 'I \1 \ ! \,----\;- ~ I:::) 1 ~ Rain 61rd 1000-6^M~PR5-12H -1.00 GPM ~~;:II have "po." non~pota~
\ I f I I I I l I -----_ " \ \ \~\' \ \ I Z 0 ~ H ntt1'140AR5-43G ~ Rotor15.5GPM
I I . t--~ I 11~ i! i I /' ',\ \ \ \ \ 4... '\ \ L~' ._- 14 ~ LU 4 ~ RaIn 6frc:l1800~SAM~PR5-12Q - 0.66 GPM CJ u .' -. . ear en Alf f".t:Jfn Bird MadfJ to I?~ lt1eJtaReeI wfth Matd1ed
I . I =j l'J, ~I ~ I,' I ,/ / / ---', \ \ MODEl#DFGF-505~lg:~~b~~:~~ \ \1 \, \, \, t,:;' -- ::J\:'I ~ ~: :~:~:=;:::::~~~~&~ 0 ~ Hunt<lrI.40-AR5-40e....rDrivenRotor&.5GPM ~~~==~~l'5lfor
I I 4 ~ r \ ~ \ \ ! r { )): wI GEYSER NOZZLE AND UPLfGHfS \ \ \ \\ I,! ~ 11'14l ~ 301 e RaIn 81r<l1800-5AM-PR5-15H - 1-&6 GPM i;:~~':;~ ~ at 00 1'51 for
i I r-I-I.; N~. \ \\ \ \ \ \ \ \ I I I \ 1 I. \!j =~ 1'\ 60 C) RaIn 61rd 1000-S^M~PR5-16Q - 0.96 GPM opttawi hMd perforinance.
I . rl~::: I-- l \. ' \ \ \ \ \ '-- - -,./ ;' / \ \ I! I ~~ 2 [J. Rain 61rd 1000-SAM~PR5-15ESi - 0.61 GPM All irrltjatlon UnH to "" ~ for maximum
i 'tl' B d" \ \ '\ \ \ I I ! 1 I i, I \ "-- f-- "I ~}' &.u w~ter ~,..vv.I"'u of flv~ feet. t')Ar f5eC0nd.
I '-'\- \\ '!Jr'. \ \' ,/ I I I, > I I' 0 · Rain 61rd 1000~SAM-PR5-15SSr -1.21 GPM YfVVt"'~ r~
\ I' \ \ \ \ \ \. ',____-,;'" / I ! I) ) I 1--1-- I' , 2 8 Rain 61rd 1000-SAM-PR5-15C6i -1.21 GPM
i .' \ \ \ "- ~/ I i I I i I '-'- I I 5e&
II I \ \ \\ \ -....,-------'" -..---~----------,-.,---,.-_..--------------l'-------J--J--/L.--.----_-..-.-l-frl, '\:== tl.'~ ~ f115.1 ~~~t~:t~~YHlW)5
I , _: \ \ \ 2.5: , i------ ----------- --------- ----- - -p--- I I! i I I' l) -I-- II' i 14 TOTAL 6PRA Y ZONES
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MArCH LINE ItAII
DESIGNED BY:
DRAWN BY:
SHEET CHK'D BY:
CROSS CHK'D BY:
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PG
CDM
I)hil Graham
& Company, P .A.
I.DIBalpe An:bi1ectme ~ Planning. Utban Design
436 Second Street North
St. Petersburg. Florida
33701-3012
Voice: 727~821-5225
Fax: 727~826-1626
TOWN POND REHABiliTATION PROJECaDf
CITY OF CLEARWATER
CLEARWATER, FLORIDA
I
Camp Dresser & McKee Inc.
IRRIGATION
PLAN
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1715 North Westshore Bvld. Suite 875
Tampa, Florida 33607
Tel: 813-281-2900
License no. EB-0000020
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REMARKS
APPROVED BY:
DATE:
PG
AUGUST 2001
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IRRIGATION LEGEND
SPRAY HEADS ROTOR HEADS IfOOGAl1ON COMPONENTS
KEY SPECtFlCA nON Q1Y KEY SPEClFlCA110N KEY SPECIFICA 1lON
f) ~In ~Ird 1402 Full CIrc~ 5ul1lMr - 0.60 GPM 0 . Huntm- PGM..04-000~R #3.0 Rotor 3AO GPM e Water SolJlU: 4" DIAMETER DEEP WELL wi MINIMUM
. ~In ~Ird 1000~S^M.PR6-6F - 0.41 GPM 0 ~ Huntm- PGM-<>4-^~R #2.0 ~ Rotor 2.30 GPM 0UTPU1' OF 00 GPM AT 60 Pal
I!!! ~In ~Ird 1000~S^M.PR6-6H - 0.20 GPM 0 ~ Huntm- PGM-<>4-^~R 11.5 Rotor 1.70 GPM ~ ControIf~ RAIN BIRD E6P-24l.X+ wi STEEL PEDESTAL
l! ~In ~Ird 1000-SAM-PR6-6Q - 0.10 GPM 0 ~ Huntm- PGM-<>4-A-R 10.75 No:t:M Rotor 0.a6 GPM AND ^UTOMA 11C RAIN CHECK
. ~In &lrd 1000-S^M-PR6-aF -1.05 GPM 5 e Huntm- 1-26--3R6-01 Ckar Driven Rotor 13.2 GPM MalnlfM: 21/Z' SCHEDULE 40 PVC
...
$ ~In ~Ird 1000-SAM-PRS-8H - 0.52 GPM 2 8 Huntm-I-26--^RS-OO G~r Drfvcm Rotor 9.6 GPM 0 Vafvee: RAIN 6fRD 200-PE5-~D
() ~In ~Ird 1000.SAM-PR6-8Q - 0.26 GPM ~~V""'flb
. ~In ~lrd 1000-SAM..PR6..1OF -1.00 GPM 69 e Huntm-I-26--^RS-D3 Gear DrfvM Rotor 6.6 GPM ~'1:' l~l.oMTae
. Rain 6frd 1000-S^M"PRS-1OTQ -1.00 GPM 15 ~ HutTt:er 1-26--ARS-01 G~r DrfvM Rotor 3.8 GPM - ZoM Gf'M
~ Rain ~Ird 1000-S^M-PRS-10H - 0.79 GPM . 6(~ne: SCHEDULE 40 PVC. 2 6fZES LARGER THAN
~ Rain &Ird 1000-S^M.PRS-1OQ - 0.39 GPM 0 Huntm-I~3R&-46 G~r Drivcm Rotor 24.3 GPM PIPE TO ~ SLEEVED.
. Rain ~frd 1000-S^M..PRS..12F - 2.60 GPM . ~ Quk;k Coupler Valv~ AAJN 61RD 44 RClNP
A ~In ~Ird 1000-6^M-PRS..12TQ-1.96 GPM 0 HutTt:er 1--40-AR$44 Gear DrfvM Rotor W.O GPM AIII~ h~e on ~f1Ie water
~~e ehall hav~ "pu non-po1'4~
i:& Rain &lrd 1800-SAM..PRS..12H -1.30 GPM ~ ~ COVenJ.
a Rain &Ird 1000~S^M-PR6-12Q - 0.66 GPM 0 HutTt:er I-40-AR5-43 GeM DrfvM Rotor 16.5 GPM AIl RaIn ~rd heade to f1~ InetalfM wfth Matched
. ~In ~Ird 1000-SAM~PR5~16F - 3.70 GPM ~ Precfplt4tlon ~ (MPR) nozzl~.
8 Rain 6frd 1000~S^M-PRS..16TQ - 2.78 GPM 0 Hunt.m-I-40-ARS-40 Gear Driven Rotor 8.5 GPM ~ ZOMe to ~ operated at 00 P61 for
optll1Ull Mad petforinsn~.
e ~In ~Ird 1000-SAM"PR6-16H -1.00 GPM Rotor ZOMfJ to ~ ~ at 60 PSI for
~ Rain ~Ird 1000~SAM-PR6~16Q - 0.96 GPM optll1Ull Mad performance.
[) Rain ~Ird 1000-SAM-PR6-16EST - 0.61 GPM AIII~ Unee to ~ &Iud for maximum
. Rain &lrd 1000~SAM~PRS..16S6r -1.21 GPM water velocity of flve f~ ~r~.
8 Rain ~Ird 1000~SAM~PR6"16CST -1.21 GPMI
TOT ^L SPRAY HEADS 91 TOTAl ROTOR HEADS
TOTAL GPM FOR SPRAY HEADS 633.0 TOTAL GPM FOR ROTOR HEADS
TOT ^L6PRA Y ZONES 9 TOTAL ROTOR ZONES
DRINKING FOUNr AIN
MODEL 410SM 6YWA6ASH
V ALLEY wi PEr DRINKING
FOUNrAIN AT 5ASE AND
KEY OPERATED HOSE 515
FOR MAINTENANCE PERSONNEL
GENERAL IRRIGATION NOTES
1. The Contractor shall provtae a 100% coveraee automatlo frrigatlon
6ystem ae de6Jgned on the Irrigation Plane.
In all OSee6 oom~ with the written lnigatlon 6peoffloatlone and the
Generallni6atlon Notee. '
2. All C\ue6tfone oonceml~_~ffloatlone are to ve dfreot&~ to the
lanaeoape Archlteot (7ZI) 821-5225.
3. Shruv rieer9 &hall only ve fnetalled In hM6ee or maaa planti"66 no1;
to extena more than 3)1 al10ve the Inetalled hel6h1; of the 6hrul1. In no
caee ehall ehruv riaere ve Inetalled dIrectly adjacent to curl16. walke
or other vehJcular acce68 wtf'Ja. If rl6er6 are to ve u6ed In hedaee
al?uttfne parkfne areae. they must l1e ~oed a mInimum of 3d' away
from vaoK of curl1 ana eml1edded In the heel6e 60 sa not to l1e aeen or
damaged by vehicular overhane. All ehruf1 rieere. ehall ve paInted
f1fsck or dark ~reen.
4. All planted groundcover area6. Inclualne n1aee plantlnea of awarf
ehrul16 no1; exceedlne 22". eMU ve lnieateel wftl112u P<>P-:iU 6pray
heade (unleoo otherwise ~) ana extenaere (If reiturr~ .
5. All sodaed areae ehall ve 1rrf6atee1 with 6" pop-up epraya or pop-up
rotore where spproprfat6). unleee othetwfee noted.
6. Prpe. valvee and otHer Irrleatlon equipment may I?e ahown In vulldlnge.
drives ana walk" for clarity only. locate all valves and other
lnieatlon ~ulpment In plant I?M areae for ve61; concealment ana
Sc0e66il1flftY.
7. Valves are to I?e Inetalled In valve V0Xe6 laree enoueh to
accommodate maIntenance ana operatfon of valves. Valve pit ehalll?e
free from mtUt or other ae"tie whIch may cover valve. Provtae 112"
alameter river eravel eump :3" thIck at the "ottom of valve pit.
8. All Irrigatlon materia Ie ana In6tallatlon ahaU meet federal, 6tate
ana local code6p reeulatlone and orelfnancee concemfne Irrigation
conetnJctlon.
9. Flexif1fe polyethylene 6Wft16 Jolnte ehalll?e u6eel for all po~up spray heada.
Rotor heads ehaIJ have neld PVC 6Wfne jofnte. Concrete donut6
ahall ve In6tall&:t at an h&ta locatlon6 adjacent to or In vehicular
use areae.
10. AU 61eevee are to t1e echedule 40 PVC located a mInimum of W' I?elow
flnleh graefe.
11. Adjust all heads to.provlde maximum coverage ana mInimum overthrow.
12. Contractor ahall adjust heMe sa needed In vehicular aresa to Inaure that
parked vehlcle6 do not Interfere With the operation of the Irrigation system.
Notify the Land6Caf?e Architect ana ol1t.aln written approval prior to
adJustlng Irrigatlon heaa layout 60 that 100% ooveraee 16 not comproml6ed.
13. Eq:ufpment ana heade ahaU I?e manufactured by lIRalnt1lref' or IIHunter"
or as otherwfae etatea on the plane.
14. Contractor al1all fleld verify capaVil1ty of water 60Urce to deliver
proper pre66ure per 6<iuare Inch (PSI) ana gal1on6 per mInute (GPM) aa
req,ulreQ by the Imgatlon 6y6tem. Notify the Lanaecspe Architect
prior to contract If there la any afecrepancy.
15. lnigatlon water source shall ve 4" DIAMETER DEEP WELL.
CoordInate new lnigatlon work with exJetlne Irrieatlon to remain.
16. All pennlt6 t1eoe66ary are to ve provided bY the In6tallln{4 contractor
unle66 otherwfse epecfflcally 8tateef.
17. Refer to the landecaP.e Drawfne6 when locatln6 all Irrigation
~ulp'men1;. Allow ample room near pipe. valvee and other equipment
for the p1antlne of treee ana heaeee.
18. All wfree ehall ve Inetalled In wfre eleevee under walke ana drives.
19. If there Ie a oonfllct vetween the It'tieatfon Plan and Speciflcatlone.
oontact the Lanaecape ArGhtteot Immediately.
Carefully revfew the lriigatlon Speofflcatlona. The Contractor ehall
I?e reaponeJl1Ie for all items contaIned therein.
21. Contractor ehall fumlah owner with 2 copies of operation manuafe
ana water echedullne tlmee as req,ulr&:t to auetaln the p!ant material.
Contractor el1all Instruct the owner a6 to the proper operation ana
maintenance of the entire Irrigatlon 6y6tem prior to flnal a<;ceptance.
RAIN 51RD ESP-24L.X+ CONTROLLER
WITH STEEL PEDESTAL ASSEM5L Y
AND AUTOMATIC RAIN CHECK
IRRIGATION WATER SOURCE
4" DIAMETER DEEP WELL
IRRIGA rlON ZONE KEY
ZONE ZONE TYPE ZONE GPM ZONE ZONE lYPE ZONE GPM
1 ROTOR 61.00 13 SPRAY 69.00
2 ROTOR 71.00 14 SPRAY 68.00
3 ROTOR 70.00 15 SPRAY 70.00
4 ROTOR 70.00 16 SPRAY 69.00
5 ROTOR 71.00 17 SPRAY 70.40
6 ROTOR 70.00 18 SPRAY 69.00
7 ROTOR 71.00 19 SPRAY 69.00
8 ROTOR 67.00 20 SPRAY 70.00
9 ROTOR 75.00 21 SPRAY 69.00
10 SPRAY 73.00 22 SPRAY 70.00
11 SPRAY 69.00 23 SPRAY 71.60
12 SPRAY 69.00
Phil Grahatn
& Company, P.A.
LaOOscape AIdUtectme - PIaooing - UdD Deaign
436 Second Street North
St. Petersburg, Florida
33701-3012
"oice: 727-821-5225
Fax: 727~826-1626
1715 North Westshore Bvfd. Suite 875
Tampa, Florida 33607
Tel: 813-281-2900
License no. EB-0000020
TOWN POND REHABILITATION PROJECT
IRRIGATION
PLAN
REMARKS
APPROVED BY:
DATE:
PG
AUGUST 2001
20.
CITY OF CLEARWATER
CLEARWATER, FLORIDA
H
2
3
4
SCALE: 1" = 3D'
PROJECT NO.
FILE NAME:
6349-26633
00037.dwg
SHEET NO.
IR-2
REV.
NO.
DA TE DRWN CHKD
A
B
61/2Jl min. (16 em)
HINGE PIN CLEARANCt:
FOR DOOR REMOVAL
RAIN BIRD ESP SERIES CONiROLLER
wI LOCKING PLASTIC CABINET AS
SPECIFIED ON PLAN
[c==J DODD]
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L 13" min. (33 em) --.J
DOOR CLEARANCE
CONDUIT FOR VALVE WIRES
(SIZED TO ACCOMODATE
REQUIRED NUMBER OF WIRES)
3/411 (19 mm) CONDUIT
rOR 120/230 VAG
WALL OR PEDESTAL MOUNT
AS SPECIFIED ON PLAN
IRRIGATION CONTROLLER DETAIL
SCALE: N.T.S.
RUBBER SAFETY COYER
(PURPLE FOR NON~POTABLE SYSiEMS.
BLACK FOR POTABLE SYSiEMS)
STAINLESS SiEEL RISER
FINISH GRADE -
HUNTER [-25
GEAR DRIVEN ROTOR HEAD
SPRAY PATIERN AS
SHOWN ON PLAN
111 STREET ELL
111 SCHEDULE 80 NIPPLE
(LENGTH AS REQU[RED)
1" STREET ELL
PVC LATERAL LINE
HUNTER 1..25 ROTOR DETAIL
SCALE: N.T.S.
DESIGNED BY:
DRAWN BY:
. SHEET CHK'O BY:
CROSS CHK'O BY:
REMARKS
APPROVED BY:
DATE:
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LOCKING VALVE 50X COYER
PURP'lE FOR NON~f'OfA5lE SYSiEMS.
GREEN FOR POfAIXE SYSlEMS.
INSTALL VALVE 60X 60 COVER IS
FLUSH WITH SURROUNDING GRADE
pve 150LAllON f'AlL VALVE
SAME SIZE AS pve UNE
SPECIFIED ON PLAN
JiWN OIRD Z- ZONE CONtROL VALVE
200-PE6--PRS..o OR 2OO~PES~PRS~D
AS SPECIFIED ON PLAN
RAlN BIRD PRS-D
~ PRE65URE REGULAnNG
/ MODULE
1'-6" MIN. I
DEf'lli AS
SPECIFIED
/I /I I
II" I
IIIW
3" GRAVEL SUMP
pve LAlERAL UNE
SIZE AS SPECIFIED
ON PLAN
SCHEDULE 00 rYe "ELL" (SIZE A5 REQUIRED)
FLON --
PVC LA iERAL UNE
SIZE AS SPECIFIED
ON PlAN
SCHEDULE 00
pve "ELL" 'TYP.
SCHEDULE 40 pve MAIN UNE AS SPECIFIED ON f'lAN
SCHEDULE 00 PVC NIPPLE (LENGTH AND 5IZE AS REQUIRED)
SCHEDULE 80 rYe "TEE" (SIZE AS REQUIRED)
2" ZONE CONTROL VALVE DETAIL
AMElEK 12"VAlYE
6OX!htfli lOCKING
COfER
SCALE: N.T.5.
PLASTIC HEAD COVER
(PURPLE FOR NON-POTABLE SYSTEMS.
BLACK FOR POTABLE SYSTEMS)
FINISH GRADE
~
RAJN BIRD 1806
PRS POP-UP SPRAY HEAD
SPRAYPAlIERNAS
SHOWN ON PLAN
SP 100 POLY PIPE
(LENGTH AS REQUIRED)
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POLY ELL
~
PVC LATERAL LINE
RAIN BIRD 1806 POP-UP SPRAY I-IEAD DETAIL
SCALE: N.T.S.
DJF CDM
DJF
PG
Phil Graham
& Company, P.A.
Latdcape AttJUtecture - Planning -lhbfIIl Design
436 Second Street North
St. Petersburg, Florida
33101-3012
Voice: 727-821-5225
Fax: 727~826-1626
Camp Dresser & McKee Inc.
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1715 North Westshore Bvld, Suite 875
Tampa, Florida 33607
Tel: 813-281-2900
License no. EB-0000020
PG
AUGUST 2001
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1'--4"
PLAN VIEW
AMETEK 12" VALVE BOX
MODEL #^VB12(ORAPPROYEDEQU~)
FOR USE IN llJRF AREAS OR SHRlJJO 0ED5
(USE lARGER VALVE 60X IF ASSEM6L Y /5 NOT
EA8lL Y ACCESSf6LE FOR MAJNlCNANCE)
~....~ PIPE OPENING (TYP)
~snc LOOONG VALVE 60X COVER
PURPLE FOR NON-POTA6LE SYSiEMS,
GREEN FOR POf A61E 5Y6lEM5,
INSTAll VALVE 5OX60 COYER IS
FLUSH Mlli SURROUNDiNG GAADE
6lACK PlA51lC VALVE OOX OODY
/I /I I
/II
1'-""
6LACK PlA51lC VALVE OOX OODY
~I
PIPE OPENING (1YP)
f-lr
SIDE ELEVATION
END ELEVATION
@
VALVE BOX DETAIL
SCALE: N. T.5.
~
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PLASTIC HEAD COVER
(PURPLE FOR NON-POTABLE SYSTEMS,
BLACK FOR POTABLE SYSTEMS)
FINISH GRADE
RAIN BIRD 1812
POP-UP SPRAY HEAD
SPRAY PATTERN AS
SHOWN ON PLAN
SIDE INLET
POLY ELL
~
...-
POLY P[PE
(LENGTH AS REQUIRED)
POLY ELL
PVC LATERAL LINE
RAIN BIRD 1812 POP-UP SPRAY HEAD DETAIL
SCALE: N.T.S.
CITY OF CLEARWATER
CLEARWATER, FLORIDA
~
VALVE BOX L1D~
(PURPLE FOR NON~POTA6LE SYSTEMS.
GREEN FOR POTABLE SYSTEMS)
F[NISH GRADE
COMMERCIAL GRADE VALVE BOX
(~f D[A. MIN.)
BACKFI LL---*t I I I
SCHEDULE 40 rYC RISER
(SAME SIZE AS MAIN LINE)
3" GRAVEL SUMP
FLOW
~TO WATER J)la
SOURCE
SCHEDULE 40 PVG MAIN LINE
AS SPECIFIED ON PLANS
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QUICK COUPLER CAP
(PURPLE FOR NON~POTABLE SYSTEMS,
YELLOW FOR POTABLE SYSTEMS)
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QUiCK COUPLER VALVE
AS SPECIFIED ON PLANS
PVG 6rREEr IlELL"
(SAME SIZE AS MAIN LINE)
NOTE:
CONTRACTOR SHALL [NCLUDE CORRESPOND[NG VALVE K.EY AND
VALVE COVER KEY (IF APPLICABLE) FOR OPERATION OF SPECIFIED
QUICK COUPLER VALVE.
~ ~~~~.~.COUPLER DET (\IL
RAIN BIRD 1800 SERIES NOZZLE ~
SPRAY PATTERN AS SHOWN ON PLAN./ I
RAIN BIRD PA~8S
PLASTIC SHRUB ADAPTER
1/2" rYC RISER, PA[NTED BLACK. ..
RISER SET PLUMB
(RISER TO BE REINFORCED BY
A IT ACHMENT TO #5 RE~"AR STAKE,
PA[NTED BLACK, [F NECESSARY
TO INSURE UPRIGHT POSITION)
FIN[SH GRADE
~~{Mid{~iA{)j~
1/211 rYC RISER
2-
pve TEE ~
rYC LATERAL LINE
SHRUB RISER DETAIL
SCALE: N.T.S.
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PROJECT NO.
FILE NAME:
6349- 26633
00037
TOWN POND REHABILITATION PROJECT
IRR~GATION
DE:T AILS
SHEET NO.
IR-3
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CITY OFFICIALS
Brian J. Aungst
Ed Hart
Hoyt Hamilton
Whitney Gray
Bill Jonson
William B. Horne II
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INDEX OF SHEETS
SHEET NUMBER
GENERAL
G-1
G-2
CIVIL
C-1
C-2
C-3
C-4
C-5
C-6
C-7
Public Works Administration
~ayor Seat 1
Commissioner-Seat 2
Commissioner-Seat 3
Commissioner-Seat 4
Corrlmissioner-Seat 5
City Manager
Mahshid Arasteh, P .E.
Public Works Administrator
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PINELLAS COUNTY
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TOWN POND REHABiliTATION
PROJECT
CITY OF CLEARWATER PROJECT NO 98-0116-EN
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LOCATION MAP
JULY 2001
PROJECT NO. 6349-26633
CDM Camp Dresser & McKee Inc.
-= 1715 North Westshore Bl vd Suite 875
CCt>>tnJctIon Tampa. Florida 33607
~ Tel: 813-281-2900
LIcense FI COA No. EB-0000020
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STRUCTURAL
S-1
S-2
S-3
S-4
S-5
S-6
S-7
SD-1
SO-2
ARCHITECTURAL
A -1
A-2
A-3
LANDSCAPE
L -1
L-2
L-3
L-4
L-5
L-6
L-7
L-8
L-9
IRRIGA TION
IR-1
IR-2
IR-3
CDM
TITLE
EXISTING CONDITIONS AND GENERAL NOTES
GENERAL SITE LA YOUT
DEMOLITION PLAN
CONT AMINA TED SOIL REMOV AL PLAN
POND HORIZONT AL AND VERTICAL CONTROLS
PA VING, GRADING, AND DRAINAGE IMPROVEMENT PLAN
ALUM BUILDING, HORIZONTAL & VERTICAL CONTROLS, AND
DRAINAGE IMPROVEMENT PLAN
UTILITY PLAN
POND CROSS SECTIONS
MISCELLANEOUS OET AILS
MISCELLANEOUS DETAILS
MISCELLANEOUS DETAILS
STRUCTURAL GENERAL NOTES, SHEET INDEX, LEGEND
AND SYMBOLS
ALUM BUILDING PLAN, AND SECTIONS
ALUM BUILDING ROOF PLANS, AND DETAILS
ALUM BUILDING ELEV A TIONS
POND HOPPER PLAN, SECTION, AND DETAILS
STORMWA TER TREA TMENT STRUCTURE PLANS, SECTIONS,
AND DETAIL
SLUDGE PUMP V AUL T PLAN, AND SECTION
ST ANDARD DETAILS
STANDARD DETAILS
ARCHITECTURAL ABBREVrA TrONS, GENERAL NOTES, SHEET
INDEX, LEGEND AND FINISH SCHEDULE
ALUM BUILDINGS ELEV A TrONS
DOOR SCHEDULE, HARDWARE SCHEDULE, DOOR & FRAME
TYPES, DOOR DETAILS, LOUVER SCHEDULE, LOUVER
TYPES AND DETAILS
LANDSCAPE DEVELOPMENT PLAN
LANDSCAPE DEVELOPMENT PLAN
PLANTING DET AILS
SITE AMENITY DETAILS
OVERLOOK DETAILS
OVERLOOK DET AILS
CONCRETE WALK AND PA VER DET AILS
FOUNTAIN AND WATER CASCADE DETAILS
WATER CASCADE PLAN VIEW
IRRIGA TION PLAN
IRRIGA TION PLAN
IRRIGA TION DETAILS
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JOSEPH E. HICKLE. JR. P.E.
FLORIDA REGISTERED
PROFESSIONAL ENGINEER
NO. 38925
DATE
Camp Dresser & McKee Inc.
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SURVEYOR'S REPORT
MAP OF BOUNDARY AND TOPOGRAPHIC SURVEY:
THE MAP AND REPORT ARE NOT FULL AND COMPLETE WITHOUT THE OTHER
LEGAL DESCRIP11ON:
(SEE DATA SOURCES 2)
PARCEL 1
A parcel of land being a portion of Pork Street, according to MAGNOLIA PARK, aa
recorded In Plat Book 3, page 13 of the Public Recorda of Plnellal County,
Florida, together with Loti I through 3 and 0 portion of Lot 4, Block 3, laid
MAGNOLIA PARK, together with a portion of the 15.40 foot Alley lying North of
Block A, according to A REPLAT FOR PURPOSE OF SHOWING ALLEY AT NORTH SIDE OF
BLOCKS "A" AND "B- OF COACHMAN HEIGHTS, aa recorded In Plat Book 20, page 26 of
the Publ ic Recorda of Pinel 101 County, Florida, al vacated by Official Recordl
Book 4195, page 904 of the Publ ic Recordl of Pinel 10. County, Florida, together
with Lata I through 10, a portion of Lot I I, and a portion of Lot. 16 through
30, Block A, laid REPLAT FOR PURPOSE OF SHOWING ALLEY AT NORTH SIDE OF BLOCKS
"A" AND -B- OF COACtfMN HEIGHTS, together with a portion of the North 1!/2 of
Hoven Street lying South of Lot 30, Block A, .oid REPLAT FOR PURPOSE OF SHOWING
ALLEY AT NORTH SIDE OF BLOCKS "A" AND "B" OF COACHMAN HEIGHTS, a. vacated by the
City of Clearwater City Commia.ion Minutea Book for March 17, 1952, page 2, 01 I
lying within Section 15, Town.hlp 29 South, Range 15 Ea.t, Plnella. County,
Florida, and being more particularly delcrlbed 01 fol Iowa:
BEGIN at the Northweat Corner of Lot I, Block 3, MAGNOLIA PARK, 01 recorded In
Plat Book 3, page 13 of the Publ ic Recordl of Pinel 101 County, Florida; thence
NoooI7'56"W, for 36.65 feet: thence N8I018'37"E, for 155.36 feet to the point of
interlection with the South line of Lot 17, Block 2, .ald MAGNOLIA PARK, .Qme
oliO being the point of Inter.ectlon with the North Right-of-Way I ine of Park
Street, according to .aid MAGNOLIA PARK: thence N89057' 12-E, along said South
I ine of Lot 17, Block 2, MAGNOLIA PARK, lame 0110 being laid North Right-of-Way
I i n e 0 f Par k S t r e e t, for 5.08 fee t; the n c e lea v i n g 10 IdS 0 u t h I i n e 0 f Lot I 7 ,
Block 2, MAGNOLIA PARK, S06007'00"W, for 3.23 feet; thence S83053'00.E, for
188.61 feet: thence S23029'22"E, for I I .89 feet: thence S66030'38"W, for 31.13
feet: thence S23029'22"E, for 126.00 feet: thence N66030'38"E, for 4.40 feet:
thence S23029'22"E. for 8.83 feet: thence 505049'55-E. for 126.00 feet: thence
N840I0'05"E, for 51.03 feet to the point of intersection with the Eaat line of
Lot 18, Block A, REPLAT FOR PURPOSE OF SHOWING ALLEY AT NORTH SIDE OF BLOCKS "A"
AND "B" OF COACHMAN HEIGHTS, 01 recorded In Plot Book 20, page 26 of the Public
Recordl of Pinel 101 County, Florida, lame 0110 being the polnf of Inter.ectlon
with the Welt Right-of-Way I ine of Ewing Avenue, according to laid REPLAT FOR
PURPOSE OF SHOWING ALLEY AT NORTH SIDE OF BLOCKS "A" AND "B" OF COACHMAN
HEIGHTS: thence Soo020'23"E, along the Ealt line of Lot. 18 through 20. laid
Block A, REPLAT FOR PURPOSE OF SHOWING ALLEY AT NORTH SIDE OF BLOCKS "A- AND "B"
OF COACHMAN HEIGHTS, relpectively, aa~ alao being laid Welt Right-of-Way line
of Ewing Avenue, for 96.45 feet to the point of Intersection with the South
Right-of-Way I ine of Pierce Street, according to Official Recorda Book 1431,
page 524 of the Publ ic Recorda of Pinellas County, Florida: thence leaving said
East line of Lot 20, Block A, REPLAT FOR PURPOSE OF SHOWING ALLEY AT NORTH SIDE
OF BLOCKS "A" AND "B" OF COACHMAN HEIGHTS, S89057' 12"W, along said South
Right-of-Way I ine of Pierce Street, for 10.00 feet: thence leaving laid South
Right-of-Way I ine of Pierce Street, Sooo20'23"E, along a line 10.00 feet West of
and porol'el with the Eo.t I inea of Lata 20 through 30, Block A, loid REPLAT FOR
PURPOSE OF SHOW I NG ALLEY AT NORTH S I DE OF BLOCKS - A" AND "B" OF CO'ACI-HAN
HEIGHTS, and the Southerly extension thereof, relpectlvely, for 529.51 feet to
the point of interlectlon with the centerline of Hoven Street, according tlO laid
REPLAT FOR PURPOSE OF SHOWING ALLEY AT NORTH SIDE OF BLOCKS "A- AND -a" OF
COACHMAN HEIGHTS: thence S89057' 12"W, along aaid centerl ine of Haven Street, for
219.93 feet; thence leaving laid centerline of Haven Street, Noo021'30"W, for
226.84 feet: thence N890I2'46.W, for 211.40 feet to the point of Interlectlon
with the Welt I ine of Lot I I, Block A, laid REPLAT FOR PURPOSE OF SHOWING ALLEY
AT NORTH SIDE OF BLOCKS "A- AND "B" OF COACHMAN HEIGHTS, a~ also being the
point of intersection with the Eaat Right-of-Way I ine of Prospect Avenue,
accor ding to aa i d REPLAT FOR PURPOSE OF SHOW I ~~G ALLEY AT NORTH S I DE OF BLOCKS
"A- AND -B" OF COACHMAN HEIGHTS: thence NoooI7'S6"W, along the WGlt line of Lot.
I I through I, said Block A, REPLAT FOR PURPOSE OF SHOWING AlLEY AT NORTH SIDE OF
BLOCKS "A- AND -B" OF COACHMAN HEIGHTS, the Northerly extenllon thereof, ond the
Weat I ine of laid Lot I, Block 3, MAGNOLIA PARK, relpectively, .a~ 0110 being
aaid East Right-of-Way I ine of I ine of Pr,apect Avenue (being the balis of
beoringl for this legal delcription), for 624.51 feet to the POINT Or BEGINNING.
Containing 325,320 square feet or 7.468 acrea, more or lell.
Error of closure: 0.009 feet (LCS)
TOGETH ER y"TH:
PARCEL 2
Lot 18 and the North 30.50 feet of Lot 19, Block B, A REPLAT FOR PURPOSE OF
SHOWING ALLEY AT NORTH SIDE OF BLOCKS -A" AND "B" OF COACHMAN HEIGHTS, 01
recorded in Plat Book 20, page 26 of the Publ ic Recorda of Pinellas County,
Florida.
ACCURACY:
I. THE ACCURACY STANDARD USED FOR THE HORIZONTAL CONTROL FOR THIS SURVEY, AS
CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (6IGI7-6 FAC), IS "COMMERCIAL/HIGH
RISK", THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF SURVEY IS I FOOT
IN 10,000 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CAlCULATION OF A
CLOSED GEOMETRIC FIGURE IN THIS SURVEY WAS I ~OOT IN 80,610 FEET.
2. HORIZONTAL CONTROL MEASUREMENTS WERE MADE WITH A TRANSIT AND STEEL TAPE, OR
DEVICES WITH EQUIVALENT OR HIGHER DEGREES OF ACCURACY.
3. THE FIELD MEASURED VERTICAL CONTROL FOR ELEVATION INFORMATION SHOWN UPON THE
SURVEY MAP IS BASED ON A LEVEL LOOP USING DIFFERENTIAL LEVELING TECHNIQUES.
CLOSURE ACHIEVED WAS 0.001' ERROR IN A 0.5 MILE LOOP LENGTH WHICH EXCEEDS THE
MINIMUM REQUIREMENT CALCULATED AT A MAXIMUM MIS-CLOSURE OF 0.035' .
DATA SOURCES:
I. THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST RIGHT-OF-WAY LINE OF
PROSPECT AVENUE, BEING ASSUMED AS NOooI1'56"W, AND SHOWN ON THE MAP Or SURVEY.
2. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF THE FOlLOWING: (0) AN OWNER'S
POLICY PREPARED BY CHELSEA TITLE AND GUARANTY COMPANY, NUMBER A145494F,
EFFECTIVE JUNE 21, 1919 AT 10:23cm: (b) A POLICY OF TITLE INSURANCE PREPARED BY
FIRST AMERICAN TITLE INSURANCE COMPANY, NUMBER FA-35-37671 I, DATED JULY 2, 1999,
3:16pm: (c) A POLICY OF TITLE INSURANCE PREPARED BY FIRST AMERICAN TITLE
INSURANCE COMPANY, NUMBER FA-35-303638, DATED FEBRUARY 9" 1999, 4:09pm: AND (d)
AN OWNERSHIP AND ENCUMBRANCE REPORT PREPARED BY COMMONWEALTH LAND TITLE
INSURANCE COMPANY, FILE NUMBER 325986, DATED JULY 13, 2001. ALL REFERENCED DEEDS
AND SUPPORT DOCUMENTS WERE SUPPLIED TO THE SURVEYOR WITH THESE POLICIES. THE
LEGAL DESCRIPTION SHOWN HEREON WAS CREATED BY FLORIDA DESIGN CONSULTANT, INC. AT
THE CLIENTS REQUEST, AND IS A PORTION OF A COMBINATION OF THESE POLICIES. THE
NORTHERLY AND EASTERLY BOUNDARY LINES OF PARCEL I LYING BETWEEN THE WEST
RIGHT-Or-WAY LINE OF EWING AVENUE AND THE EAST RIGHT-OF-WAY LINE OF PROSPECT
AVENUE, ARE PER THAT CERTAIN SPECIAL PURPOSE SURVEY REFERENCED IN DATA SOURCES
8.
3. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF THE FOLLOWING PLATS: (0)
MAGNOLIA PARK, AS RECORDED IN PLAT BOOK 3, PAGE 43 [SHOWN AS (PI) ON THE MAP OF
SURVEY]: (b) A REPLAT FOR THE PURPOSE OF SHOWING ALLEY AT THE NORTH SIDE OF
BLOCKS "A" AND "B- COACHMAN HEIGHTS, AS RECORDED IN PLAT BOOK 20, PAGE 26[SHOWN
AS (P3) ON THE MAP OF SURVEY}: (c) TACK AND WARREN SUBDIVISION, AS RECORDED IN
PLAT BOOK 21, PAGE 48: AND (d) AIKEN SUBDIVISION, AS RECORDED IN PLAT BOOK 14,
PAGE 45: ALL OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
4. ELEVATIONS ARE BASED UPON CITY OF CLEARWATER BENCH MARKS, CONTROL BENCH MARK
USED IS DESIGNATED "E6", A CONCRETE MONUMENT WITH BRASS DISK STAMPED "CD-6",
ELEVATION · 23.045 FEET. (CITY OF CLEARWATER BENCH MARKS NOTE: "AI I Datum Baled
on U.S. Army Corpl of Engineerl Brall Dilk #10 41 I MLS EDD 84-1934 Alt. 19 +
Stevenlon Creek Elev. · 10.417)
SUBJECT,
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
2639 McCormick Dr. Clearwater FL, 33759
Tel, (727) 724-8422 - F 0)(, (727) 724-8606
Certificate of Authorization: La 6707
State of Florida
TOWN
5. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF 'THE PINELLAS COUNTY PROPERTY
APPRAISERS PROPERTY OWNERSHIP MAP OF THE N 1/2 OF SECTION 15, TOWNSHIP 29 SOUTH,
RANGE 15 EAST, MAP NUMBER NI5-29-15, MAP PRINT DATE OF NOVEMBER 19, 1996. (SHOWN
AS (PA) ON THE MAP Or SURVEY]
6. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF THE FOLLOWING PREPARED BY
FLORIDA DESIGN CONSULTANTS, INC.: (0) -TOWN PONO SPECIFIC PURPOSE SURVEY," JOB
NUMBER 231-02, DATED MARCH 4, 1999: (b) "CITY OF CLEARWATER, TOWN POND SPECIFIC
PURPOSE SURVEY", JOB NUMBER 231-02, DATED DECEMBER 12, 2000: AND (c) "5 PARCELS
IN DOWNTOWN CLEARWATER, ALTA/ACSM LAND TITLE SURVEY-BOUNDARY SURVEY", JOB NUMBER
2 I 2-07, DATED 1/23/0 I, LA,ST REV I SED 04/03/0 I .
7. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A COpy OF AN UNTITLED BOUNDARY
SURVEY AND TIE-IN PREPARED BY SHAROLD A. LANGSTON, P.O. BOX 7187, CLEARWATER,
FL., 33518, JOB NUMBER 264, DATED 7-6-81, LAST REVISED 1/28/82.
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FCM
FOOT
FH
FIR
8. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A COpy OF THAT CERTAIN SPECIAL
PURPOSE SURVEY TITLED "ME:DITERRANEAN VILLAGE IN THE PARK", PREPARED BY MINDER a
ASSOCIATES ENGINEERING CORPORATION, PROJECT NUMBER 1004000, DRAWING NUMBER
10040000_SPS, DATED 04/25/01.
UMIT A 11 ON 5:
I. USE OF THIS SURVEY BY ANYONE OTHER THAN THOSE PREPARED FOR/CERTIFIED TO,
WILL BE THE RE-USERS SOLE: RISK WITHOUT LIABILITY TO THE SURVEYOR.
2. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS AFFECTING THIS
PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
3. THE LOCATIONS OF THE UNDERGROUND UTILITIES AND/OR THEIR APPURTENANCES WERE
PERFORMED BY A FIELD SUR~EY AND ONLY LOCATED AS SHOWN ON THE FACE OF THE SURVEY.
ONLY THE UNDERGROUND UTIL,ITIES AND/OR THEIR APPURTENANCES WHICH WERE VISIBLE
FROM GROUND LEVEL TO THE SURVEYOR ON THE ACTUAL DAY OF THE FIELD SURVEY WERE
LOCATED. NO EXCAVATIONS OR SUBSURFACE WORK EFFORTS OF ANY KIND WERE PERFORMED
BY THE SURVEYOR TO VERIF~' THE EXISTENCE OF ANY UNDERGROUND UTILITIES AND/OR
THEIR APPURTENANCES. lHE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
UTILITIES AND/OR THEIR APPURTENANCES SHOWN C~PRISE ALL SUCH UTILITIES IN THE
AREA, EITHER IN SERVICE OR ABANDONED,
4. PRINTED DIMENSIONS SHOWN ON THE SURVEY SUPERSEDE SCALED DI~NSIONS. THERE
MAY BE ITEMS DRAWN OUT OF' SCALE TO GRAPHICALLY SHOW THEIR LOCATION.
S. UNDERGROUND FOUNDATIONS AND THEIR LOCATIONS HAVE NOT BEEN DETERMINED,
6. IRRIGATION EQUIPMENT AND/OR THEIR APPURTENANCES HAVE NOT BEEN LOCATED UNLESS
OTHERWISE SHOWN HEREON.
7. PER THE CLIENTS REQUEST, NO PARCEL INTERIOR MAPPING OR LOCATION EFFORTS WERE
PERFORMED AS PART OF THIS SURVEY.
8. SHOWN ANYWHERE ON THIS SURVEY, THE WORD "CERTIFY" IS UNDERSTOOD TO BE AN
EXPRESSION OF A PROFESSIO,NAL OPINION BASED UPON THE SURVEYOR'S BEST KNOWLEDGE,
INFORMATION AND BELIEF, ~ND THAT IT THUS CONSTITUTES NEITHER A GUARANTEE NOR A
WARRANTY.
BOUNDARY INCONSlSTENlClES:
I . ANY ANGULAR AND/OR D I~NS 10NAl D I SCREPANC I ES BElWEEN THE LEGAL
DESCRIPTIONS(S) AND THE FIELD MAPPED OCCUPA110N BOUNDARY CORNERS, AND BOUNDARY
CORNERS WITH MULTIPLE BOUNDARY MONUMENTS ALONG WITH THEIR CORRESPONDING QUADRANT
DIRECTIONAL MISSES, ARE SHOWN ON THE MAP OF SURVEY.
2. THE LEGAL DESCRIPTIONS; CONTAINED IN OFFICIAL RECORDS BOOK 5421, PAGE 92 AND
OFFICIAL RECORDS BOOK 5360, PAGE 1504, BOTH OF THE PUBLIC RECORDS OF PINELLAS
COUNTY, FLORIDA, HAVE BEEN PLACED ON THIS SURVEY HOLDING THE "BOUNDING CALLS"
CONTAINED THEREIN. HOWEVER, FIELD LOCATED MONUW::NTS WERE FOUND APPROXIMATELY 6
TO I I FEET NORTH OF THE CALCULATED POSITION, AND SHOWN AS -FIELD MONUMENTED
LINE" ON THE MAP OF SURVEY.
APPARENT PHYSICAL USE:
THE SUBJECT PROPERTIES CC~TAIN IMPROVEMENTS AS SHOWN ON THE MAP OF SURVEY.
EASEMENTS/RIGHT -OF-WAYS:
I. EASaENT RECORDED 111'4 OFF I C I AL RECORDS BOOK 741, PAGE 643 OF THE PUBL I C
RECORDS OF PINELLAS COUNTY, FLORIDA, IS SHOWN ON THE MAP OF SURVEY.
2. EASEMENT RECORDED IN OFFICIAL RECORDS BOOK 741. PAGE 648 OF THE PUBLIC
RECORDS OF PINELLAS COUNTY, FLORIDA, IS SHOWN ON THE MAP OF SURVEY.
3. THE ALLEY LYING NORTH OF LOTS I AND 16. BLOCK A, OF A REPLAT FOR THE PURPOSE
OF SHOWING ALLEY AT THE ~~TH SIDE OF BLOCKS "A- AND -B" COACHMAN HEIGHTS (SEETED
DATA SOURCES 3), WAS VACATED BY OFFICIAL RECORDS BOOK 4195, PAGE 904 OF THE
PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
4. THE RIGHT-OF-WAY FOR HAVEN STREET, ACCORDING TO A REPLAT FOR THE PURPOSE OF
SHOWING ALLEY AT THE NORTH SIDE OF BLOCKS "A" AND "B" COACHMAN HEIGHTS (SEE DATA
SOURCES 3), WAS VACATED BY THE CITY OF CLEARWATER COMMISSION MEETING MINUETS OF
MARCH 17, 1952, PAGE 2.
5. THE ORIGINAL 30' RIG,HT-OF-WAY FOR EWING AVENUE IS ACCORDING TO A REPLAT FOR
THE PURPOSE OF SHOWING AL,LEY AT THE NORTH SIDE OF BLOCKS "A" AND "B" COACHMAN
HEIGHTS (SEE DATA SOURCES 3). NO DOCUMENTATION FOR THE FORMAL DEDICATION AND/OR
AUTHORITY FOR THE ADDITIONAL 10' WAS SUPPLIED TO THE SURVEYOR. THE WEST
RIGHT-Or-WAY OF EWING AVENUE WAS ESTABLISH FROM THE PROPERTY OWNERSHIP MAP
REFERENCED IN DATA SOURCES 5, THE SHAROLD A. LANGSTON SURVEY REFERENCED IN DATA
SOURCES 7 AND FOUND FIELDI MONUMENTS.
6. THE RIGHT-OF-WAY FOR PIERCE STREET LYING BETWEEN PROSPECT AVENUE AND
GREENWOOD AVENUE IS ACCORDING TO OFFICIAL RECORDS BOOK 1431, PAGE 524 OF THE
PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
7. THE RIGHT-OF-WAY FOR PROSPECT AVENUE IS ACCORDING TO A REPLAT FOR THE PURPOSE
OF SHOW I NG ALLEY AT 'THE NORTH S I DE OF BLOCKS -A" AND - B - COACPMAN HE I GHTS (SEE
DATA SOURCES 3) AND MAGNCIL I A PARK ( SEE DATA SOURCES 3).
8. THE RIGHT-OF-WAY FOR G,REENWOOD AVENUE ADJACENT TO THE SUBJECT PROPERTY IS
ACCORDING TO A REPLAT FOR THE PURPOSE OF SHOWING ALLEY AT THE NORTH SIDE OF
BLOCKS "A" AND "B" COACHMAN HEIGHTS (SEE DATA SOURCES 3).
PREPARED FOR:
CAMP DRESSER a McKEE INC, (COM)
CERllF1ED TO:
THE CITY OF CLEARWATER, F'LOR I DA
CAMP DRESSER a McKEE INC. (COM)
SURVEYOR AND MAPPEn IN RESPONSIBLE CHARGE:
ROBERT C. WRIGHT, JR.
PROFESSIONAL SURVEYOR AND MAPPER
LICENSE NUMBER LS 4965
STATE OF FLORIDA
SHEET DESCRIPTION,
POND
BC)UNDARY AND
TOPOGRAPHIC SURVEY
NO. DATE
REVnuoHS
1::1 Acres
11& Air Conditioner
== Asphalt Driveway
- Advance DraInage Systems
= Asphalt
- Bock of Curb
=- Boord of Cwnty CommIssIoners "lnutes Book
=- Bock Flow Prevention De~ce
=a Building
= Boundary
- Barb Wire Fence
- Calculated Data
= Covered CconCl'ete
- Coastal Construction Control Line
- Certified Corner Record
= Concrete Driveway
- Curb Inlet
aa Center Une
- Chain Link Fence
- Concrete Monument
== Corrugatedl Metal Pipe
- Clean out
== Concrete
1:8 Corner
11& Condo Plot Book
== Concrete Slob
= Curb TIe
== Deed Book
== Double Check Valve Assembly
== Deportment of Natural Resources
== Deportment
= Diameter
- Ductile Iroo Pipe
== Drainage Manhole
= East
- Elliptical Corrugated Metal Pipe
= Elevation
== Edge of Water
= Edge of Pavement
= Elliptical Reinforced Concrete Pipe
= Easement
=- Fleld Data
:::II Found Concrete Monument
- Florida Deportment of Transportation
- Flre Hydrant
- Found Iron Rod and Cap
FN
FND
FN&D
FFE
FN&TT
FOP
FPB
FPC
FPP
FRRS
FT
F/T
FXC
G/A
GE
CI
GV
IE
INV
La
LP
lS
MAS
MES
MH
MHW
MOL
N
N/C
N/F
NAD
NAVD
NGS
NGVD
NP
(NR)
O/A
OHW
OR
(PA)
PB
PC
PCED
PCP
PG(S)
PI
ll) = Legal Description Data
P1) .. Plat Book 3, pg 43 Data
P3) = Plot B:ook 20, pg 26 Data
PA) = Property Appraiser Ownership Map Data
D) = Official Records Book 5421, pg 92 Data
01) = Official Records Book 5978, pg 1759 Data
.IBEE...J.EW!O.
@::;I Australian Pine Tree
8 = Banana Tree
@ = Boy Tree
8 = Bottle Brush Tree
@) = Brazilian Pepper
8 - Bush
~ = Cactus
@) = Camphor Tree
@>:= Cedar Tree
@ = Citrus Tree
@) = Cherry LaureJ Tree
@> = China Berry Tree
€9 = C)1>ress Tree
@ - Dead Tree
@:::: Ear Tree
@ = E vergreen Tree
@ = Eucalwtus Tree
. Section 15, Township 29 South, Range 15 East,
City of Clearwater, County of Pinellas, State of Florida
= Found Nail
- Found
== Found Nail and Disk
- Finished Floor Elevation
11& Found Noll and TIn Tab
- Found Open End Iron Pipe
- Florida Power Corporation Box
.. Florida Power Corporation
- Found Pinched Iron Pipe
= Found Railroad Spike
== Feet
.. Fence TIe
== Found X-cut
.. Guy Wire Anchor
- Grote Elevation
= Grote Inlet
.. Gas Valve
== Invert Elevation
.. Invert
- Corporate Certification Number
= Ught Pole
- Licensed Surveyor
== Masonry
- Mitered End Section
- Manhole
:;& Mean HIgh Water
== M ore or Less
:;& North
== No Cap
:Ill Not Found
= North American Datum
:8 North American Vertical Datum
- National GeodetIc Survey
== National Geodetic Vertical Datum
= Normal Pool Elevation
= Non RadIal
= Overall
== Overheod Wire
== Official Record Book
== Property Appraisers Map Data
:: Plat Book
m Point of Curvature
:& Pinellas County Engineering Department
- Permanent Control PoInt
:a Pages
= Point of Intersection
PID
e.
PLS
P08
POC
POl
PRM
PSM
PT
PVC
(R)
RCP
RLS
RNG
R/W
S
SCM
SEC
SHW
SIR
SlR(W)
SMH
SN&O
SN&O(W)
sa
SR
STY
S/W
TBM
TOB
TRAV
(TYP)
TWP
U/P
VCP
W
W/
W/F
WM
WUP
WIT
wv
xx.
,
xx
If
xx
,
xx
== Permanent Identification Number
- Property Line
== ProfessIonal Land Surve)lOr
.. Point of Beginning
- Point of Commencement
- Point on Line
- Permanent Reference Monument
a Professional Surve)lOr and Mapper
IIliI Point of Tangency \ Point
:II PoIyvln~ Chloride Pipe
lilt Recorded Data
- Reinforced Concrete Pipe
== Registered Land Surve)'Or
:Ill Range
- Right of Way
::II South
.. Set Concrete Monument, 4lfx41f, PRM LB 6707
101I Section
- Seasonal High Water Elevation
.. Set 5/8-lron Rod and Cop, FOC La 6707
;:I Set 5/8-lron Rod and Cop, FDC La 6707 WITNESS PT
11II SanItary Manhole
:& Set Noll and Disk, FOC La 6707
- Set Nail and Disk, FOC La 6707 WITNESS PT
- Square
== State Rood
l:IlI Story
;:I Sidewalk
= Temporary Benchmark
::;I Top of Bank
= Traverse
:a T}1>Ical
.. Township
- Utility Pole
=- Vitrified Cloy Pipe
101I West
== With
== Wood Fence
= Water Meter
== Wood Utility Pole
= Wall TIe
;:I Water Valve
.. Degrees
- Minutes (Bearings)
m Seconds (Bearing)
:= Feet (Distances)
^
a Boundary Une
== Center Line
= Easement Line
= Edge of Water
= Jurisdictional Une
= Right-Of-Way Une
- - - -- :::II Section Line
^
^
== 'fop Bonk or Top of Berm
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. = Toe of Slope or Grade Break
SYMa(~
+ 11II Aerial Target
~ = Bench Mark
Cable TV Patnt Stripe
Cable TV Box
CommunicatIons Manhole
Concrete Ught Pole
Concrete Post
Concrete Utility Pole
Drainage Manhole
Electric Box
Electric Manhole
FPC Point Stripe
FPC Pedestal
Flre Hydrant
Flag Pole
Gas Line Marker
Gas Filler Cap
Gas Valve
Gas Meter Box
Gas Line Point Stripe
Grate Inlet
GTE Manhole
GTE Pedestal
GTE Marker
-) = Guy Wire
(x = Light Pole
!Wi == Mail Box
.f.P~ a
~=
@=
. =
. =
ce..,=
8 = Hickory Tree
@ == Holly Tree
@ = Jacaranda Tree
@ = Loquat Tree
8 = Magnotla Tree
~ - Maple Tree
@ = Mimosa Tree
@ = Mullberry Tree
e = M}"tle Tree
8 = Oak Tree
8 = Palm Tree
@ == Pine Tree
6) = Punk Tree
@ = Sweet Gum Tree
@ == Sycamore Tree
@ == Unknown Tree T)1>e
@ = Willow Tree
SHEET INOEx.
1. SURVEYORS REPORT
2. MAP OF SURVEY
@=
!Em =
~=
fECP2, ==
J;t-
~=
(f) =
F=
~
~ =
1IDiJ=
QI;.P~ ==
tfIJ=
@ =
J;t=
F==
J08~
231-02
PROJECT DATA SASE.
231-02
fEU) BOOK NUMBERS.
633, 638, 682. 705
WT DATE 01 0fMIW. f'W .OM.
8--14-2001
BY
OUAUTY
CONTROL
AODITlONS OR DElEllONS TO SURVEY MAPS
OR REPORTS BY OlliER THAN THE SGNING
PARTY OR P ARllES IS PROHIBITED,
NONE
ICAlE.
ED = Metal Post
e = Monitoring Well
~ = ParkIng Meter
E-WP~ = ReclaImed Water Point Stripe
Im1 = Reclaimed Water Box
~ - Reclaimed Water Valve
<ID = Sanitary Sewer Manhole
<:> = Sanitary Cleonout
SANPS - Sanitary Sewer Point Stripe
-0 == Section Corner
:tt =- Siamese Connection
--v- == Sign
1m = Sprinkler Control Box
'1 = Sprinkler Head
~n.t~ = Storm Water Patnt Stripe
mD := Traffic Signal Box
1m = Traffic Signal Pole
~~ = Water Line Paint Stripe
[W] = Water Meter
~ - Water Valve
C"t:b = Wood Utility Pole
~ = Wood LIght Pole
<>> .. Wood Post
~
f},~'Y
i- = Point of Elevation
25.2' = Calculated Dimension from Structure
- to Boundary / Right-of-Way Une
IHlET
., !~,.;,,~'i1~ '.
"r~t.,,:j{"B~~T C1 WRi T"JR.'
PROFfsSrONAL SURVEYOR AND~MAPPER
'\ LICENSE' NUMBER Ls, 4~e:5'
ST A,TE OF FLO~ltfA~f ~
3
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IVI""'I ",VL.II"'\ ,1"'\ I
'08 ... 0" ......~
,~, ".,,, ~"",1
I
Cl I
N RIM = ~3.45'
IE E NE = 20.41', 12"X18" RCP
IE W = 2Q.46', 12" RCP
TOP EL CONFLICT PIPE
N-E==22.08',2 1/2" DIP
I
L.OT 9
-.,
~-
()
(n
:;
25
CD ,-~
..) ro
.. ..4-
Cl) ·
I ryr ""
L..VI II
DMH
N RIM = 23.17"
IE N == 15.22', 36" RCP
IE E = 19.57', 15" RCP
IE S = 15.17', 36" RCP
IE W = 19.17', 15" RCP
,~
-., '-;
~- 0
LIj .
a::: ..
a::: 'C'-
-c ( C'.J
....
....
- CD
C) Q.
:; ~ '....'
-c(
~
LU
v
o
-c(
~-
flR 5/8. LB 2129 ('"
o.04'E II
DMH
N RIM := 22.83'
IE N = 13.99', 36" RCP
IE NE = 18.53', 15" RCP
IE SE == 13.95', 36" RCP
IE S = 15.55', 48" RCP
TOP OF BRICK & MORTAR WALL
IN S INY = 17.23'
IE S = 15.83', 24" RCP STUB
(4" STUB INSIDE 48" RCP)
IE W = 18.25', 12")(24" ECMP
IE NW = 18.42', 15" RCP
~ -
\J P" -~
"
40HW"'"
a..
.
....
a..
.........,
w,.......
::)~
Z ...: ...
~~~
<( ~-c
a::: 11.
f-.. if
(.) 0 ~
w(O
a..
(J)
o
0::
a.
a I
N Rlt.l = 22.87' ~ I
IE S SW = 19.17', 15" RCP ~
Cl ~
N RIM == 22.86'
IE SE = 18.95', 12" RCP I
IE W == 19.28', 12" PVC
TOP EL CONFLICT PIPE I
N-S = 21.25', 8" DIP
- - Feu 4.xJ. wjN ~~
O.05'N, O.08'W
~u.~
~
MH
N RIM;: 23.12'
IE BOTTOM = 19.31'
HOSES/'MRES
(NO PIPES)
flR 1/2. PlS 4626
_ _ O.06'S, O.03'E ~ rtV~'},
~b
I 1"\. " _1'1.0~
L..VI I 'V
81 ""1'1.< a
L.Vvl v
A ".'E'" ~"~I'"\I\ "C''''''''
1"'\1r\ I"' .;:,)UulJl V I.;:,)IVI",
'OB .... 0/ .. 5~
,~ ' I ~.., ," ~ )
CI
N RIM = 22.92' I
IE E NE = 19.01',18" RCP
TOP EL CONFLICT PIPE I
N-S == 20.43', 8" DIP
~
LU
c
o
.c
41
B
:;)
.!!
I
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o
0)
..,.
Oi
o
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-<
,
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01
~
'0
N
d, XX
~ CHECKfO
N
o
;;;
;>
N
o
I
;;;
;>
Vi
J<X
OUAl'fi~-
WV~
II
I CI
ifN RIM == 23.29
IE NW = 19.92', 6" YCP
IE SW = 19.24', 12" RCP
TOP EL CONFUCT PIPE
E-W=22.01',2 1/2" DIP
L.OT ~9
I 1"\. ') 1"\
LVI ,-U
~
~
(j)
(j)
<
a::
t=>
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@
(
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~ d
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(
LOT ~8
B I """ 1< "
L.Vvl 4-
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IVII"'\" I ",VL.II"'\ 1"'\
'08 ... 0" .....~
I~, "., " ~",1
LOT 8
SUBJECT,
I I"\T .,-,
L..VI I I
A Rc.r-o' AT
1"'\ , L J"'\ I
A I I C".1 AT ~I""RTU
I"'\L.L.L..I 1"'\1 ,,,V II'
1''''' A "H~' A .. I
vVl"'\v IVII"'\I"
MATCH
TOWN POND
LINE
LOT 16
I 1"\. ,,~'
L..VI 1....1
I 1"\. "A
L..VI 1'1"
LOT ~3
GI
GE=22. 78' (AT S RIM & E/P)
GE=22.49' (AT N RIM & rnROA T, FLOW UNE)
IE S = 21,13', 12" CMP
IE N = 21,19', 6" VCP
GI
I GE-22,81'
IE N - 20.97', 12- CMP
DMH
RIM EL=23.29'
IE S = 20.92', 6" VCP
IE E = 20.85', 12" CMP
IE W = 20.92', 12" CMP
5f(P1)
~OHYtJP / ,~ / ::
"v.', ~ ,r;;r' -{ .......
LLlJ ...
,p.-~ ,p.-"~1'
?.1>
x
51'(?1)
'-- - .-
351.12'(C,F)
50HW r.\ (,~
~9rtV~1 .-;~~
- SN&O S23~9'22.E(L.f1 ~
~____11.89'(L.' .~Jx
SN&D 'J,~ ~
S66~'38"W(L.F)
,rtV~'~tt>~~~"~ 31.73'(L.F)
_CIS ~ ;1;:CO~ ASP!!.. \~t,{ __
~'^-~ tiJ . 8O.99'(C) ...C\
~?'6 ~ 102'(P1) ?'r
~ ?(j) 4>
~ '},y
,
..... '1Jb 40HW
lW.J
?~
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L.V I 'I"
~
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~
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,..:
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LV 1 L-...;
SEE SHEE'r 3
SHEET DESCRIPTION,
B()UNDARY AND
TOPOGRAPHIC SURVEY
NO.
DATE
I I"\T ., ')
LV I I L.
51'(P1)
:)
LOT ~)
I:
I ~
. Section 15, Township 29 South, Range 15 East,
City of Clearwater, County of Pinellas, State of Florida
I I"\T -1-1
L..V I I I
N
40HW
FlR 5/8-
FOC LB 6707
, FN&O PlS 2862
50.9 (P1) 0.14'5, o.65'E
00- - ta' ~ - -
~~ 4nH~~3s-- 40HW
~~, ,fJ ~~'},~ OMH
? ? N RIM - 23.86'
IE NE - 20.48', 6" pve
IE E = 18.52', 36" RCP
IE SE == 20,42', 6- PVC
IE SW = 17.91', 42" RCP
TOP 6- DIP = 20.87'
60
,
T FLORIDA DESIGN CONSUL T ANTS, INC.
j Jl ~ ~ ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
l 2639 McCormick Dr. Clearwater FL, 33759
\. Tel, (727) 724-8422 - Faxl (727) 724-8606
'- Certificate of Authorization: LB 6707
State of Florida
?~
x
"x
,."ta,
\ St.lH
N RIM = 25.02'
IE NE = 22.00', 4" VCP
IE E = 20.46', 10" VCP
IE SE = 20.52', 6" VCP
IE W - 20.43', 10" VCP
o 15
~
30
~
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__________~--____________~T~_ I
~~. ro? '115 ______2""" - - - - - - - - - - - - - - - - - - - - - - - --l
1> X~r.:,2.00-;J-.~ - - - - - - - ~50'(PJL - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _. _ _ _ _ _ _ _ _ _ f
In )"~; 150'(?J) ---_____
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1, SURVEYORS REPORT
2. MAP Of' SURVEY
JOB HUWBER.
231-02
PROJECT DATA SUE,
231-02
fIELD BOOK HlJN8ER8.
633. 638. 682. 705
LAaT DAn: Of' 0RtGIW. fUO .OM.
8'-14- 2001
2
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FLORIDA DESIGN CONSUL T ANTS, INC.
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2639 McCormick Dr. Cloarwator FL. 33759
Tel. (727) 724-8422 - Fax. (727) 724-8606
Certificate of Authorization: LB 6707
State of Florida
TOWN POND
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,231-02
PROJECT DATA 8A$L
231-02
FELD BOOK If.JW8ERs.
633, 638, 682. 705
UST DATI al ONUW. 'W WOM.
&-14-2001
SCALE.
ROBERT C. WRIG . "VR,!.c .!Y
PROFESSIONAL SURVEYOR A~p MAPPER""l
LICENSE NUMBER LS ,\965,/
STATE OF FL,ORIDA\J.>.:,'/
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20.
REV.
NO.
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-"--
GENERAL NOTES
1.
LOCA TION OF EXISTING UTILITIES ARE APPROXIMATE
USING THE BEST AVAILABLE INFORMATION AT THE TIME
OF PREPARATION OF THE CONTRACT DOCUMENTS. THE
CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING
UTILITIES AND NOTIFY THE INDIVIDUAL UTILITY COMPANIES 48
HOURS PRIOR TO CONSTRUCTION, AND CALL THE UNDERGROUND
FACILITIES LOCATION SERVICE ~ 1-800-432-4770.
2.
THE CONTRACTOR SHALL REPLACE ALL PAVING, STABILIZED EARTH,
CURBS, DRIVEWAYS, SIDEWALKS, FENCES, ETC., WITH THE SAME
TYPE OF MA TERIAL THAT WAS REMOVED DURING CONSTRUCTION OR
AS APPROVED BY THE ENGINEER AND DIRECTED BY THE OWNER.
3.
THE CONTRACTOR SHALL CONTACT THE ENGINEER'S OFFICE IMMEDIA TEL Y
IF CONFLICTS ARISE DURING CONSTRUCTION AT:
PHONE: (813) 281-2900
FAX: (813) 288-8787
CAMP DRESSER & McKEE INC.
WEST SHORE CENTER SUITE 875
1715 NORTH WESTSHORE BOULEVARD
TAMPA, FLORIDA 33607
ALL GRASSED AREAS DISTURBED BY THE CONSTRUCTION ACTIVITIES SHALL
BE SODDED IF STEEPER THAN OR EQUAL TO 4:1.
4.
5.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL
DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S
FAILURE TO LOCA TE AND PRESERVE ANY AND ALL EXISTING UTILITIES,
STRUCTURES AND OTHER FEATURES AFFECTING HIS WORK. ANYTHING
NOT SHOWN ON THE DRAWINGS SHOULD BE BROUGHT TO THE
A TTENTION OF THE ENGINEER AND SHALL NOT CONSTITUTE AN EXTRA,
UNLESS APPROVED BY THE ENGINEER.
6.
ALL WORK SHALL BE DONE ON LANDS WITHIN PERMANENT,
EASEMENTS, TEMPORARY CONSTRUCTION EASEMENTS, OR ON PROPERTY
OWNED BY THE CITY. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ACQUIRING ACCESS ON PRIVATE PROPERTY AND PRESENT WRITTEN
AUTHORIZA TION TO THE ENGINEER THAT PERMISSION HAS BEEN ACQUIRED FROM
THE PROPERTY OWNER.
7.
ALL ELEVATIONS REFER TO 1929 NATIONAL GEODETIC VERTICAL DATUM (NGVD>.
EXISTING ELEVATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY
ALL ELEVATIONS SHOWN ON THE DRAWINGS PRIOR TO CONSTRUCTION.
8.
TOPOGRAPHIC SURVEY WAS PERFORMED BY:
FLORIDA DESIGN CONSULTANTS, INC.
2639 McCORRICK DRIVE
CLEARWA TER, FLORIDA 33759
DATED AUGUST 2000
PH# 727-724-8422
GEOTECHNICAL INVESTIGA TION REPORT BY:
DRIGGERS ENGINEERING SERVICES INCORPORATED
P.O. BOX 17839
CLEARWA TER, FLORIDA 33762
PH# 727-571-1313
9.
POND STAKEOUT, ELEVATIONS, LOCATION OF EXISTING STRUCTURES,
AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION
A V AILABLE AT THE TIME OF PREPARATION OF THESE PLANS.
THE CONTRACTOR SHALL VERIFY ALL EXISTING STRUCTURES AND UTILITIES
PRIOR TO CONSTRUCTION.
10.
THE CONTRACTOR SHALL REMOVE FROM THE SITE EXISTING PIPING AND UTILITIES
THA T ARE TO BE IMPROVED OR REPLACED. THIS DEMOLITION AND REMOVAL SHALL
BE PERFORMED AS NECESSARY FOR THE CONSTRUCTION OF THE IMPROVEMENTS
AND WITHIN THE LIMITS OF CONSTRUCTION. EXISTING UTILITIES THAT ARE
DEMOLISHED AND REMOVED SHALL BE REPLACED AS REQUIRED AND AS APPROVED
BY THE ENGINEER
11.
ALL EXCAVATED UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE IN
ACCORDANCE WITH THE SPECIFICATIONS. EXCESS DIRT EXCA V A TED IN GRADING
THE SITE TO THE PROPOSED GRADES SHALL BE RETAINED BY THE CONTRACTOR.
12.
ALL ALUMINUM EMBEDDED OR IN CONTACT WITH CONCRETE SHALL BE COATED
ACCORDING TO MANUFACTURER'S RECOMMENDATIONS WITH 300M KOP-KOA T OR
APPROVED EQUAL FOR THIS APPLICATION.
13.
THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN ALL NECESSARY
TRAFFIC CONTROL AND SAFETY DEVICES IN ACCORDANCE WITH THE U.S.
DEPARTMENT OF TRANSPORT A TION, "MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES" AND THE LA TEST FLORIDA DEPARTMENT OF TRANSPORT A TION "ROADWAY
AND TRAFFIC AND STRUCTURE DESIGN STANDARDS".
14.
THE CONTRACTOR SHALL PROVIDE TURBIDITY BARRIER AS SHOWN ON G-2 AND AS
DIRECTED BY THE ENGINEER. THE TURBIDITY BARRIERS SHALL BE PLACED IN
ACCORDANCE PER FDOT INDEX NO. 103. THE CONTRACTOR SHALL PROVIDE AND
IMPLEMENT SITE SPECIFIC EROSION AND SEDIMENT CONTROL PROCEDURES SUCH AS
HA Y BALES OR SILT SCREENS, OR OTHER APPROVED METHODS AS REQUIRED, TO
PREVENT THE TRANSPORT OF SEDIMENT DOWNSTREAM INTO STREETS, STORM
SEWERS, DITCHES, PONDS, ETC.
15.
ALL WORK PERFORMED SHALL COMPL Y WITH THE REGULATIONS AND ORDINANCES
OF THE V ARIOUS GOVERNMENTAL/PERMITTING AGENCIES HAVING JURISDICTION OVER
THE WORK.
16.
ALL PIPE (STORM DRAINAGE, WA TER LINE, SANITARY SEWER, UNDERDRAIN, ETC,)
BEDDING AND BACKFILL SHALL BE PER FOOT SPECIFICA TIONS OR AS DIRECTED BY
THE ENGINEER.
17.
ALL CONCRETE SHALL CONFORM TO FOOT SPECIFICATIONS. COMPRESSIVE
STRENGTHS SHALL BE AS DESIGNATED FOR CLASS II CONCRETE UNLESS SHOWN
OTHERWISE ON THE PLANS OR CONTRACT DOCUMENTS.
18.
THE CONTRACTOR SHALL PROVIDE ALL SHEETING, SHORING AND BRACING REQUIRED
TO PROTECT ADJACENT STRUCTURES OR TO MINIMIZE TRENCH WIDTHS. WHEN A
SEPARA TE PAY ITEM IS NOT PROVIDED, THE COST OF ALL SHEETING, SHORING
AND BRACING REQUIRED SHALL BE INCLUDED IN THE CONTRACT PRICE FOR THE ITEM
OF WORK FOR WHICH SHEETING. SHORING AND BRACING IS ANTICIPATED TO BE
REQUIRED IN ACCORDANCE WITH THE "TRENCH SAFETY ACT".
19.
THE HORIZONT AL LOCATION OF EXISTING FENCES AS SHOWN ARE APPROXIMATE. THE
CONTRACTOR SHALL COORDINATE WITH THE CITY AND ADJACENT PROPERTY OWNERS
REGARDING REMOVAL AND RELOCATION OF EXISTING FENCES IF REQUIRED.
THE CONTRACTOR SHALL REMOVE TREES THAT ARE WITHIN THE LIMITS OF
CONSTRUCTION AND SHALL MAKE EVERY EFFORT TO PROTECT TREES ADJACENT TO
THE CONSTRUCTION LIMITS.
DATE DRWN CHKD
REMARKS
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21.
MATERIALS INTERFERING WITH CONSTRUCTION AND ALL ABANDONED
UTILITY LINES, PIPES, STRUCTURES AND OTHER SUB- TERRANEAN
OBJECTS TO BE REMOVED, SHALL BE DISPOSED OF AS DIRECTED BY
THE OWNER. ALL MATERIALS NOT CLAIMED BY THE CITY SHALL
BECOME THE PROPERTY OF THE CONTRACTOR, AND SHALL BE DISPOSED
OF BY THE CONTRACTOR OFF SITE.
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22.
ALL AREAS OF EXPOSED EARTH RESULTING FROM THE CONTRACTOR'S
ACTIVITIES SHALL BE SODDED WITHIN 72 HOURS OF FINAL GRADING OR
AS DIRECTED BY THE ENGINEER AND SHALL BE MAINTAINED BY THE
CONTRACTOR UNTIL ACCEPTED BY THE CITY.
23.
WHERE SPECIFIED THE CONTRACTOR SHALL CONFORM TO THE LA TEST
FLORIDA DEPARTMENT OF TRANSPORTATION "ROADWAY AND TRAFFIC"
AND "STRUCTURE" DESIGN STANDARDS.
24.
ALL FIELD LAYOUT AND SURVEYING FOR COINSTRUCTION OF THIS PROJECT
SHALL BE PROVIDED BY THE CONTRACTOR A T HIS EXPENSE: UNDER THE
DIRECTION OF A LICENSED PROFESSIONAL LAND SURVEYOR.
25.
THE CONTRACTOR SHALL NOTIFY THE RESPECTIVE PROPERTY OWNERS A
MINIMUM OF 24 HOURS IN ADVANCE OF ANY AND ALL WORK REQUIRING
DISRUPTION OF ACCESS, WATER, OR SANITARY SEWER SERVICE.
DISRUPTION IN SERVICE TO ANY BUSINESS SHALL NOT EXCEED 2 HOURS
FOR WATER AND 4 HOURS FOR SANITARY SE WER SERVICE. ACCESS TO
PROPERTY SHALL BE MAINTAINED AT ALL TIMES.
26.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SHAPE THE
PAVEMENT AT INTERSECTIONS, STREETS, AND DRIVEWAYS SO THAT
POSITIVE DRAINAGE WILL BE MAINTAINED WITH NO PONDING OF WATER
AS A RESULT OF THE NEW CONSTRUCTION.
27.
PROPERTY MARKERS SHALL BE PROTECTED IBY THE CONTRACTOR, THE
CONTRACTOR'S REGISTERED SURVEYOR SHAUL REPLACE ANY MARKERS
THAT ARE DISTURBED.
28.
THE CONTRACTOR SHALL ADJUST (AS REQUIRED) PIPELINE ALIGNMENTS
HORIZONT ALL Y AND/OR VERTICALLY TO AVOID CONFLICTS WITH
ACTUAL FIELD CONDITIONS AS UNCOVERED DURING CONSTRUCTION.
FIELD ADJUSTMENT SHALL BE COORDINATED WITH, AND APPROVED BY,
THE ENGINEER.
29.
THE CONTRACTOR SHALL PROVIDE ALL DEWATERING EQUIPMENT
NECESSARY TO KEEP EXCA VA TIONS DRY AND SHALL PROVIDE ALL
SHORING, SHEETING, AND BRACING NECESSARY TO PROTECT WORKMEN,
ADJACENT STRUCTURES, UTILITIES, EXISTING PAVEMENT, OR TO MINIMIZE
TRENCH WIDTH AT NO ADDITIONAL COST.
GENERAL PLAN OF CONSTRUCTION TO BE PROVIDED TO OWNER AT
PRE -CONSTRUCTION CONFERENCE.
CONTRACTOR TO OST AIN NESSESARY BUILDING PERMIT FROM THE CITY OF
CLEARWA TER.
CONTRACTOR SHALL MAINTAIN THE EXISTING CAPACITY FOR STORMWA TER
RUNOFF TO CONTROL FLOODING OF LOCAL STREETS. A COMBINATION OF
THE EXISTING 12 ACRE-FEET OF STORAGE TOGETHER WITH A COMBINED
MAXIMUM PUMPING CAPACITY OF 10,000 GPM WILL BE REQUIRED TO
HANDLE STORMWA TER INFLOW DURING CONSTRUCTION SUCH THAT
FLOODING OF LOCAL STREETS IS NOT WORSENED. USE OF THE EXISTING
10,000 GPM STORMWA TER PUMP ST A nON SHOULD BE CONSIDERED PRIOR
TO ITS DEMOLITION AND REMOVAL.
30.
31.
32.
I
DESIGNED BY:
DRAWN BY:
SHEET CHK'D BY:
CROSS CHK'D BY:
APPROVED BY:
DATE:
L. SICONA
L. SICONA
C. NIFORA TOS
J. GOLDBACH
J. HICKLE
JUL Y 2001
CDM
Camp Dresser & McKee Inc.
0MdhtI
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00MtrucII0n
opnJ/oM
1715 North Westshore Bvld, Suite 875
Tampa, Florida 33607
Tel: 813-281-2900
License Fl COA No. EB-0000020
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f3LOCK B
A REPLA T FOR PURPOSE OF SHOWING
ALl_EY AT NORTH SIC E OF BLOCKS 'A' AND 'B' OF
COACHMAN HE GHTS (PB 20, PG 26)
150'(P3)
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rl
IN RIM - 23.29
i I!E NW = 19,92', 6" VCP
; IE SW = 1924', 12" RCP LOT 19
TOP EL CO"lFliCT PIPE BLOCK 2
E-W=22 01',2 1/2" DIP MAGNOLIA PARK GI
! LOT 20 (PB 3, PG 43) g~:~~:~~: f~+ ~ ~:~ ~ ~~6AT, FL7/W UN/E)
GI IE S = 21.13', 12" CMP
GE-2237 " IE N = 21.19', 6' VCP
IE N =' 2~,66', 6" VCP ~89'57'12"E(L'Fh\ ,~S06'1 7'OO"W(L F)
\ ^ FIR 5/8" IE S = 20,57', 12"X18" F CP 5,08'(L,F) 3, ).3'(L,F) ,
~ I FDC LB 6707
FiR 5/8" , "( ~) 'fN ~ FN&D c.B 4207
FDC LB 6707 -i'-?-i's S8~5.66'1tF)C, 1,;:J~1.- o 89'S, 0,35''11 51'(PI) 51'(P1) 51'(Pl) SIR .\ JIR 51'(P1) 51'(P1) 51'(P1) 51'(P1) 51'(P1)
'O~II =--,.@L30HN \\\ "').:l-~ N89'57'12"~C.F) 15370'(C,F) 'L'V~~ ~,~ ,<>0.0 o'Vo'o.oo,~ NR~:=ARKST, N89'57'12"E(C,F) ,~~o" LJ .~ / _ 351, 12'\C,F) ,
- . - v'-;v.':- 30H 30HW ??,B7\.. ~ * ~ ( C1Jb---'- 30H'N --r~ 30fii:t.--r-A: ,'1." / ~ SOH"" r.'\ (;/S lW
~M~IM _ 23,43 ~~..t,.> ~\').~. OO~~~~2335'(C'F) 55,36'(L,n 1,1,,:>cJ( '1.').><:i~~E/P-"4'S"!?-:~~,, ').'V"\1 S8.3'S.3'OO" i~ :b~~~~V:~1 '}.'))~'I-'Vo,~ ').",,,;
IE N = 1535', 30' RCP ------- ~ NQi'i8''t.7''E.(L,n i ....>'}. x')." 188 67'(L EF()L,F) ~ SN&" S23'29'22"E(L F) ~
IENE= 1869', 15"RCP u '" XV " ').'),. '-','
IE S = 1535', 36" RCP hi, (S)....., ,SN&D ," PARK STREET(P1,P.3) / x ~11.89 (L,F) t
IE NW = 1876', 1;''' RCP ~ ~ ~ ~'I-,) ~00'17'56"W(L,F) S SN&D ,,/ 1>~
TOP 10" DIP = 1950' / S89'57'12'W(C F) \~ 3665'(L,F) 60' R/W (P1) S66'.30 '.38"W(L ').F)
, 0 '}. ':> ,,' ,,~,,1 '> '> ~'}. D ., ~'l ~ ' '(' "D
0')'>'> 60 OO'(C,F) ~ <D '). 'I.'}.~ 2' CONC CURB 'I-'J.;,;.."'\').':>'o 'I-~'I-'l-' '}."." ."!?-':> 'l.')?\').\\",0 "'?-~'Vo\'I-:O 2' CONC CURB ').'}.)> t2::~').,,?~~~~ 31.7.3 L,F) 0">" j1),').,,;J>
. , "W(CF)/ ~ \ "/J,."",)(-l~ !i"\t~)~)( ,~~~t ciS l( ;-8 ~)( ~ ,') J/lk;YSN&D .
NOO 1756 , ~ '-t,. 1) ,,').' '--....... ......rJI> "'') '}.:>'o~ ~'}. CONC ~D ,,']. GRASS ( GRASS \-').,>. " CONC ",U(~ )" o:>~.f Q!;4Q!i'N
6D,OO'(C,F) \ o'>~.o /' iJ' ~ 0. i ']. o')~D F Ip ~ 'v' '1-'1.' ').'>~o '1. '1-').' ').').' ~?'" APRON').') ').'):J. ').".1, ').'>~~ S R/W PARK~ / r ').')~ APRON '}.,>Y CiS 1>?'" ......,~o, I \ ASPHI\'J,')1.')7'ol 00
FIR 5/8" PSM 3747lf~'fll'--1Th'#1, '}..'/ ......-- ~ -- POB(L) ~ W2'(Pl) '}.'>~'}. / GI 102'(P1) E/P / '}.'>>o SMH 1>~1 L-~O/~C 102'(P}t l'').').o'- ').')Ji'}.~~ '}.')~o, ~g2~(~\~) 1>,,0 ~'}.
I =23,34!s\ -i'",. , "- SMH GE=2239' L CONC / ~J! '].
CI ET BOX CUT ""''\ I 'd'd> N'N COR LOT 1,L) N RIM - 23,39 IE E = 2052' 12" CMP S/W ')':>~ N RIM = 23,50
N RIM - 23,33 ON SW COR CI ~ "ASPHi FN&D .E E = ~8.70', 10" VCP IE N = 20',54.' 12"X18" RCP '}. IE NE = 19,82', 6" VCP
IE I, = 19,24' 15"!iCP f ~ IA F,DC LB,.6707 IE 510 = 18.65',8" VCP IE W = 20.41,' 12"X18" RCP IE E = 19,57',10" VCP LOT 3 LOT 4
, ~ <D ~ 6Ne~9s~,2i,~9 IE W = 18,72', 10" VCP IE S = 2062.' 6" VCP IE S = 19,72', 6" VCP 1-,,;0. CIS
w I ~ SMH _ ' 0. IE NW = 19.11', 4" VCP , , IE W = 19,58', 10" VCP ~ X I.,') ?
S ~ ~ ~M= -1925:'~ 8" VCP ::; LOT 2 BLOcr 3 w ~, ~
'" IE NW = 19,09, 8" VCP ASPH MAGNOUf PARK ~ '<6.
~, 0 c\'''G> ~ LOT 1 (PB 3, F G 43) *-'),')'1>'0 _'f'l-')~1 ..'j.o~'}. ~, y ').0'')
').'V 0, ').')~ .1-'>'J;>') 102'IP1\ '1-').'> 102'(P1) 102'(p1)lo)~'> T').o:J.~ ').o~ ~.:::> 10t(lPl) 56,27'(C) x ' 101,9'(PI)
R ts S/W,,1'1I 15,4' AULY (PJ) 10HW ...!:lL E/P ~ ":::>J\ FIR 5/8'
'CONC (sdAr::si~E~~S~~,6~i:'0:~w~~~ J) _ 'OHW - ~ FDC LB 6707 ').')>~~ 0')'J;>0
__10HW - Do, - '}.'), X"
210,50'(P3) 213.37'(C) '}.o~~ c<.r '''' ~I'''' ,~II BLO~~ A ""'^) CIS ~N66/;~~(i~~F:F) ,>'> ~2iM~
x').o> f REPLA T FOR PURPOSE OF SHOWING 'I-,>~'I- ~~51, S23'29'22"E(L,F) ~ :=:- t;..x'J,o :g
,., t').o~'o ALLEY 4. T NORTH SIDE OF BLOCKS 'A' AND 'B' OF '}.') S &D SN&D ').')'P\o,~ 8,83'(L,F) ~ ~,~ '}. ~
~ ~ x'l-'J~~OT 1 COACHMAN HEIGHTS (PB 20, PG 26) i-~'}. '" ~ ~ ~
;; 0'>') E/P 0, ~ ...: LOT 16 'j.'):'o E/P \: "ct~ g '}.'ll/ ~ l5
~ 1)..~\C~ 1 SN&D " .-"\~ xr..~' ~
~ ~ I'}.'>'').')~ ~
r~;,:,tH:,;;" R~6F \ . ~ ; ,,1i' CONC M~W~S:'~".({) CONC 'SPH ~yy /~ ASPH <Il ..,,\{) I
IE SE = 13,95', 36" f?CP C(p--r-!-4CHIIQ.. ~ ~ / ~ 2J4'PJ)
:E S = 15,55', 48" RCP.,-" ~ / / / / Df,1H
~~ ~ "'8 N RIM - 24.53" '"
TOP OF BRICK & MORTAR WALL Q.. ~ :t. (/) ~ U1 N IE NE = 15,69', 42' RCP '\ :g
IN S INV = 17,23' "--" w ~ rJl ~ "'e..>
IE S = 15,83', 24" RCP S11JB w n 12> ?j <( ~ ~. 0 IE S = 15,62', 42" RCP ~ 0 ~ g~
(4' STUB iNSIDE 48" RCP) ::) 0.. I g:. ".. -i'~~<l' ~ LOT 17 U1 0 . ~ ~ '"
z ~ .0.' 'd> ~ '<tN 0 , U1 _~ ~ ~.:;,:;:.; is 0;
IE W = 1825', 12"x24" EOAP I.' ~,~ I 'ii.I It'> \~(]l LOT 2 ~ f- o' '>'"
cw -;:Ii ;0 I \'\~o" ~'o ~,(/)CJl ~"~ ;3; x'}.')' "~~:~
IE NW = 18.42', 15" i~CP ~ Z ~ is ~ \ ~ \.. L 0. '1l: ,v , ~ ,_ ~J
Ct: 0. <D '" ;0 it ~ 1/ / 0. x'}.'>' ~~ W R/W E\I1NG AVE_ 00
CI ~ ~ ~ "~ 210,76'(PJ) 213. 45'(C) ~ ~ ~ r//;/ '/::; - 6156'(C) Z 14400(C)
N R,M = 22 87' ~ CL : ?'}. ~tr' ~ ~0 /~ / 2J4'(PJ) 7 150'(PJ)
IE S SW = 1917', 15" f?CP ~.~ ;;;- ')., ,.00 '}.o ').0' S <{ ~k/ ~/ /
Ct:: ~" ~a. LOT .3 ,., g C/C ~ / << 57.03'(L,F) '" ~
"- 1/ ~I ~.;.-- we" - n~#- ,,!,IP "."' ;~:JE~~ A:~::~;5'.~~O so FT ~ /%//,.0 ~ LOT 18 N8410 OS"E(t ~ i rF ~ iM~ M _ 25 02 LOT 3
CI R 22 86' ~~ / 123:S \ ~ T 1 ~"L> OR 7.468 AC, MOL S '>~ ft E/P liE NE = 2157',6" vCP
N 1M 8 ~~vr.~~~h~0w '.~~.~"';;;i \ 20';;; IE E = 21.05', 8" VCP
ESE == 189~', 1~' R(:,r 06~D~- 1/" 8 'A / / 1>~' ASPH f <( / \ ~ .''1- IE S = 2124',8" VCP
~O: E: ~~~~LIC1T2 PI:~'~ K t:;:: L S N 210 89 (?3) '// 21348'(C) ~ (\,').'>~'). ? t3 ASPH 5' - SIR x~~~:'J,o':>O IE W = 2114', 8" VCP 150(PJ)
"i-S = 2125', 8" DIP \ D'",.,. g ~ ~~'o'/ NSMRHIM =1 2S21Y'85M, AS "" /~/c-, ~ I J · A:7' SMH 234'(PJ) SN&D '0 '"'5 I~
",,"" T' ~'okr/ -'" 10'>''>' ~o, 1/' S fN'RIM=23'89' GI 'J~'~').')' X 'l-D , ~
LOT 1c4AS 'i' ~ <l'.~,"-t~ U ~0'/y'IEE>> NE~==>> 11~976~7"" 88,,:,~ vVcC0P;/;'CIy){::;1o oO'~E/P 0....'>'> E/? ').'> IE E = 20,44',8" VCP GE = 23,89' ~ POND 16'@~ ~
~. 'Y . ,,' ~,'" ASPH "IE ,W , 20.45'.8" VCP IE N = 21,54', 4+" PVC --"'b~!8' PM 17' I ~ FIR 5/8" LOT 4
0,0:\ ~, 0'" , IE S = 21.25', 10"X18" ECMP 8 '~e ~ '" FDC LB 6707
BLOWOFF- D ~ I 6 , ~ / 'l~OT 4 19 19 ~ 'J.'>~"" ').')' '}. ,;t':> E/P LOT 19 20" ~ ^~'> <f{ I F'R 5/6" PSM J747 '9,,\~ ~~ S89'57'12"W(C,F) ~
00 E/P-145WIT ~ 09 =, /, '}.~'>" 8" 0 8'GRASS ,..~'? ').?.;" ~~ 16 0," [PI,/)...,. '1.')'''':'' ,,) <f{f{f .?\o, O,10'N,O,12''N '9' ').~~~'" 150,OO'(P3,F) 'l-1~
FCM 4",3" WIN "~~ ').'V~:~~ "'~ I~~,; ~U06'w "" 1'].~4f51'(C) CONC S/'N N R/'N PieRCE ST,/ /,>'00 1 ').,)~~'I-~~ ~9'57'12"W(C) o)o:v CONC S/W ~~ FCM 4:'~ ~ "'I-'>'v \ \iil\t~~ ')." '}.,>')o'O ..'1.'o'P N R/W ~ '}.~'"
O,05'N, 0.08"'11 BLDG'":> FNO; CUT CONC , 80K'II 80H'N ../ / '}.. Wl ([ffi ').'). ~~' "- 80HII iC )~OH'N ~ 80HW 80HW Ii~ .i!) 80H'N q- 80HW '\W:::;:'-'P"'}.'o':::- OK'N r.flW 80H'N )
,d' 0.3' E [ OIOS, 1.10"11 ~ -<'J~o 9~,>.'" '].0 \' '}.')~ JR1.. V ~ig: "",~,071ID- '4~0 <1-'o~" LOT 4 80H'N 'l.L.
MH ___ ' ,4~~ :, 05' CONC CURS ~'J;>'o 211.02'(P3) 213. 52'(C) 0'1- 1>>'0 0,5' CONC C~RS ...-- ,,,-,," ~fI'....' lJ., ~ ~ "'" "-, ~""'~' '>~......... I 150'(P3) _ O~
N RIM = 23 12' ~ '0 @" '1.5'X2.7' 9MH 110,O'X12,O' ~M~IM = 23,35' .'0 @ '}. 234'(P3) CI ...----"'}.')' '1.'>' ~:J~. ~~ 'J,~" t-!. ~L4.01 ~
IE BOTTOM = 1931 "'II- ;;>' ,AUI T N RIM = 22 95' 1 SlY' CONC IE NE = 20,97', 6" VCp'l.'>'x '].')J>'O N RIM - 2399 0')."> 'n:,;:;' ~ c;,., ~ 'I!-"'~ IE S = 20,30'. 18" RCP 1>~1
HOSES/WIRES ~ ~ - IE S-' = 1387' 36" RCP ~">7''''x 'j8UILDING PIERCE STREET (F) x ,E N = 2145', 12"X17" RCP x'l' , 'ON'<t !.3::. b.N g x CI x :[
(NO PIPES) ~ g D IE N~ = 1392: 36" RCP (PUMP HOUSE) IE NE = 20,08', 8" VCP 60' R/W OR 1437, PG 524 IE S = 20,26', ~8" RCP S89'57'12"W(L,F) _ g l'i ~ ~ ~ ~ ~/:N RiM \= 24.67',,, LOT 5 g
FNO ,., -....... lOT 5 ' ~ ON CONC SLAB IE W = 20,09', 8" VCP 0 '> LOT 20 '( ) ,,0 <DO <D ~ IE S SN = 19,39,24 RCP ~ l'
C04~,CoUIoN ".-;. ....... - OS'CONCCURB ,....'I-'P FFE=21,23' ,,,!?-'" ~O'ASP~PAV(MEJ<T ,,,')> O,5'CONCCURS 10,OOL,F ">:~'lfb<;i.lli~&l 2'CONC~~; ~fJ)~ IEN=19,93',18"RCPIJLIEl ').oc ').'0'
D ,'V~~ ;1:' -....... ,...,,'1.'), ,o)-~./ ~:C> ~ 4:'u. ~~' ;rorn~ i ~ 'I!-~;o, CUR~N t--<''I!-.~WT485 TBM 112 .A,SPH r CONC
FIR 1/2" PLS 4626 D1" ~1~0)~'b ,,>?- ~ ,,05 RETAINING MU. '}.'),/' ) ('}.'>' CONC S/W I ('}.'J. x'l-,>,1- CONC S/W l('}."~' ./' 24,22 ~:). SN&D ~~'I!-:J: >it,__EL=24,80' ? ~,
006S, OOH ~ '}.'V'l'}. r\ S/W 02'11 rlm.~ ....').D / 437.55'(C) S R/'/I P'ERCE ST. S89'57'12"W(C) ./ /'W SIR,,,", I ~Ifi)' I\V N RIM DMH 300,OO'(P3,C) ~').",,, '1-""
Ai~'o 'I-'),~0~~\0), 2J19 CO'N \\ 1"--... ~ ~/f&, 40 GRASS 5"@ ": 06" ~@6" @5" 24'@) 04" 05" GRASS 9>5" 06"/ J'3" ~ .~I~~ I ~'bJ( \\ \ 6' CLFI50'(PJ) LOT 5
LOT 1 / \ ').'}. ')~ _1 ,0.:00 \\ "lllc/sl..--' Z11.15(PJ) 213.56'(0) t j ,,1,7 WIDE CONC WALL CAP (TYP) 4 ClF 234'(P3) '/ / '///T-6,7'W ~,~ ~ k~~o~ CONC \ \
BLOCK C:;Yl '). ').,>,0'), 'Ii;' ,~~ " r--I~ ~FLUME z
h 2('PYC ~)', " DMH T I LOT 21 ~ '1-0"''' ,>lIA~ ~ k'l-~'\'b . \:! "-,
AIKEN SUBDI'/ISION M ;0 ~ TC EL- ',).?~ 36' RCP N RIM = 2315' FACE OF CONC WALL (IY'P) , !7 1/ ').,,>. ... 0 LOT 6 <:>
(PB 14, PG 45) ; "- 2 44 I IN_YE1L.1:42 INV E-W = ',592',36" RCP I CI BOTTOM EL- 1H 41c;i/ E/P-14,6'E ~ ';&5 DMH '<D
~ '::- c- BOTTOM EL& 06 INV N'N- SE = 14,02', 36" RCP I N RIM - 23,87 48" RCP ,--< IlL. J,4; ,D :;:::< 0. N RIM 2483' :;:
~ ,.~. IE N = 1968' 18" RCP INV FL=13 04' ,~.'" ').~~,O'). '0 uo .. = .
/ w '}.'),o, \ g 6" JUNCllON BOX 3 5'd 5' LOT 6 IE S SW = 19:50', 24" RCP -': / '~ '" "- f- :E NE = 19,1?', 2r RCP ~
L /CI ~@o N RlfA = 2280' 6' CLfW/ TOP.../ L2 IE E = 18.49, 30 RCP
N F 1M = 23,09' ,'}.,,>:J: IE E = 20.41', 20" PVC '/ (I")" IE W = 21.58', 8" VCP
IE t =' 1584', 36" CP 1 \V IE W = 19,28', 24" ADS CONC 5/'11 ASO~ FLUME.../ .0-, IE W = 17,77', 36' RCP
,,, \ 213,59'(C) 21\.26'(P3) ~ ';;' 5 '( )
CI IE = 15,77, 36 RCP \ w ~ 10 PJ
N RIM = 22.92' I DMH 234'(P3) / L;::' ::) n~ \ SMH
lio~ ~LE ';0~~'~C1{ 1:I'~ERCP I +, ~/ DMH DE~~%60N ~ ~~ :: 1294~~, 24" RCP ~M~IM = 24.01' g ~ ;~ ~ ~IM= =212~2~~'8' VCP
N-S = :~O,437, 8" DIP s 't-:,', ~ ~ r: =d~t'i~:: ~g: 6_~~;~0~L;~5;~~M LOT 22 :~ ~ : ~~',~~: ;::: ~~: :~ L= =11~';L,,;~'~,,~~~P ~u ~'g(j):;: _~~cs ;!Ct: :~ ~E == 2~1~~~,' :L':'O~Tg:7
IE S = 15,51', 48" RCP LOT 7 IE W = 17,47', 36" RCP"..t -:..
@". IE SW == 18,79', 18" RCP
213,63'(C) 21141'(P3) BL OCK A ~;~M~;~~ ~~~~~~~N~ ~
A REPLA T FOR PURPOSE OF SHOWING 2J4'(P3), ~ _
ALLEY AT NORTH SIDE OF BLOCKS 'A' AND 'B' OF ~~E~AD~~~~is/~~HT-OF-WAY 5 '
COACHMAN HEle HTS (PB 20, PG 26) J ~ 0 R/W(P3)
LOT 23 Y ~
LO
oi
N
L()
LOT 18
BLOCK 1
MAGNOLIA PARK
(PB 3, PG 43)
CI
N RIM = 3.45'
IE E "iE = 2041', 12"X18" RCP
:EN = 2 ,46', 12" RCP
TOP El C NFLlCT PIPE
N-E=220 ',2 1/2" DIP
GI
GE= 22,81'
IE N.. = 20,97', 12" eMP
DMH
RIM EL=2329'
IE S = 20,92', 6" VCP
IE E = 20,85', 12" CMP
IE W' = 2092', 12" CMP
FIR 5/8"
FDC LB 6707
FN&O PLS 2862
O,14'S, O,65'E
LOT 17
LOT 16
LOT 15
LOT 14
LOT 13
LOT 12
LOT 11
LOT 9
51'(P1)
50,9'(P1)
40HII
,,~[ffi
~40HN
'1-')'
DMH
N RIM = 23,86'
IE NE = 20,48', 6" PVC
IE E = 18.52', 36" RCP
IE SE = 20,42', 6" PVC
IE SW = 17,91', 42" RCP
TOP 6" DIP = 20,87'
" '"H
"i RIM = 25,02'
IE NE = 22,00', 4" VCP
IE E = 20.46', 10' VCP
IE SE = 20,52', 6" VCP
IE W = 20,43', 10" VCP
~..,.o'."
A"
1>'"
'}.'>~'>
.jil'l
x
"
'J,o'
'j.')':>\')$c'}.
'}.'>
~~.
40H~'
[ffi
'\
\
LOT 5 :;; "'>o--s.,
\"",
'01.9'(P1)
z
o
(7j
:>
o
I)) .--..
::)[))
iJl~
zO
wQ..
Ct::
Ct:: ,-"
<(N
3:1))
oQ..
z"--"
<(
/
~
~
:;;
'0.
'}.').
X
LOT 5
LOT 11
DMH
N RIM - 23,17
IE N = 1522', 36" RCP
IE E = 19,57', 15" RCP
IE S = 15,17', 36" RCP
IE W = 19,17', 15" RCP
~~,-
-----
150'(P3)
~
(/)
Vl
<(
Ct:
<.)
Vl
Vl
<{
Ct:
~
:::;:::
U
<(
I-
FiR S/8' LB 2129
004'E
LOT 1
1 l8,OO(C)
144,00(0)
150'(PJ)
I
~
~
SC.ALE r'=50'
-G
LOT 1
150'(PJ)
'"
a.
'"
::0
g
~
f-
LOT 16
~
U
'<D
g
w
::)
z
$,?
<(2:-
oz
')o':>~ 8: ~
:;; 3: ~ I
~ tJ
~ i}:!
o
':l
~ ()
g '\0
/ " ~
FIR 5 8 FIR 5/8"
FDC LB 6707 I FDC LB 6707
WITNESS ~ WITNESS
'(
FCM 4',40 --------x F/T-12S, OO'E N89"57'12"E(C,F) : 1S0,OO'(C,P3)
6~~:~NJ1~~89 '}.~~ 'I-~' 145,OO'(F)
BLOCK B
A REPLA T FOR PURPOSE OF SHOWING
ALLEY AT NORTH SIDE OF BLOCKS 'A' AND 'B' OF
COACHMAN HEIGHTS (PB 20, PG 26)
LOT 2
VACANT
150'(P3)
0.
'-
~{
'i'
&~ d
~ .
'ot
LOT 8
LOT 8
BLOCK 9
A,IKEN SUBDVISION
(PB 14, PC; 45)
:;: LOT 8 FCM 4',4" W/?,N FIELD MONUMENTI:D LlNE(IY'P) LOT 2.3 ~ ~
I ~ 16" 21366'(C) 211,54'(P3) 1073'N, 0.57''11 (SEE BOUNDARY INCONSISTENCIES 2) 7 r.: 17" ~,;o
~ '~ \ / 234'(?3)" <09, ~ '" )~1 ~
= i 0"''> I~~, \' ~~:;:'" "~O' ,1)("../'14' ~ 4~\" " '1." ,~,,,, Q' IS' '>~~ ~"'~"> x'}.'>':>
~ - DMH ']; <0 15" ~o ::se6 b6' 9" 6" '2"9' C~ ~2"0" HY7i?i.'I-'>" d .., 10"9"'0" '}. '}.'); :0')~ "
~ ~:;: "i RIM = 22,40' DETENTION'~ '>"'o~, '<'.;/.x ex').'>' e Hn"~x,,~',,'J,o'e .."':~6".~oe'l-'o>ox')..'>').ENC~~"t- ':>~
~ iE N = 15,09', 48" RCP POND ~20.0 :--"",;; 4' GATF 'I-')"o<:l LOT 24 o)~ 11'000 STAIRS~'~ '); 2616.p ,1 ,0 I' FUME "'.,'i'
~ IE E = 15,31', 34"x52" ERep LOT 9 WATER EL 155' ~ C/S~..' ''0. 0.
L_i _ >-'@17" IES=15.07',48"RCP 6-27~2001;Ti~AM 1"'0 ~p V/Y///r/~YY///77/////////Yr/YA~-r-~g04w~~~~~~~?~i~
I ~ ~,\ N89'44'50'E(C) 226,99'(C) /;; '"" 0 ~, .,,~ ~
/ ' U V / '-DECORATIVE N89'0'06'E(Dl) 227,55'(D1) / /iV/"7 A .,,~ 'O~ " . '>,
~ 213,70'(C) 2I1,67'(P3) 18"'/ COLUMNS (Ti'P)/ ~'/ / 31"" ,,' V
""7" ~" 2J4'(P3)'~~' ASPH 1 ~
/ ,:::t V / '-fETAL RAIL J - /j ~ ' ~:v
~ V / FOR CANOPY EASEMENT PeR OR 741, PO 64J / / '-f"" 0 .
~ 4' I )" "5" 5' e 1!l V / SUPPORT SEE EASEMENT/RIGHT-Qf-WAY 1 / ~ ? AD~
1;@34"''''CRePLOT10 ,0<' ~ V / CALCULA"D DEED UN' ~<D .,~o,
D '}.,>r >. ~ iNV EL=15,15' ~'~:~c ').,~ "'0,,1 V /(SEE aOUNDARY i"CONSISTENCIES 2) LOT 25 / ~ d" r--
" 0 FIELD "lONUMENTED LlNE(TYP) v I" V /,~ ,.,
~ g -6' CLF {(SEE BOUNDARY INCONSiSTENCIES 2) ~ x ~ ~o ~ ~ ').'>' '" ~~ ~
D ~ ;:>17" p:. ,>. ~ 1 STY MAS BLDG ~ ;; ~l.'o':>~ x'l-'>>~x').'>~ ~x '"
7" rFACE OF CONC IIAU. (NP) [, ~....- /; CANOPY #21 0 ~ 06 ~@ 1-"'t b
~' ::: iDo, 213,73'(C) 21180'(P3) I." '" r----- u...
~ l.I'/I WATER EL a 15,6' , '^' j.'" / / \ --1
~ :\ SOTTOM EL a 150' j j I ; 0'0'" D~'O 16'" SOTTOM EL - 16J' iC ~,@/6:, ~ c:~/ 234'(P3),~ ~ W;o
').D~ WI' 339'N ""19" 15'''-' V .'<:/ I 'J,~,,> ':f9 % FFE = 2' ~ I nil
SMH\ ~ 'q'E 3" 1 1 jcOND FLUME- "-,7' \I1D€: CONC 'IIA'U. CAP (TYP) W/T-339'N. ').0 X ~ ~ XI
N R M = 2315' \ "!?-" ~ @7'e,oB 3.e ~ e5' 'J9,@ 6' :,,>e\~ x'l-.~ :\ LOT 26 m:5.49 ASP~ f'I
IE N = 2078', 8' VCP i-' /-;6~4~,C~~OW"~ 'J'> LOT 11 ;.0 'I-'o"*-; ').'0'> (1 '}.",,:> ;~~/~ C~T57''// / / I) I 01-,:;
,E NE = 2096', 4" VCP 0').,1 ~~ slw-i?'O'N S891110'E(F) ~ ~ '}.'~ ''l-.?~ 217 43'(F) CONC SIN S/W-12 O'N ').~~~~ '}.'o'>'O '}.~i'" / PARCEL 1 (L) / / 2547 g !~
E SE = 2079' 6" VCP ,,' ~,~ '.j'}.')':> o'>? -- x ').'1- ,,'). <:: :'"i 0':>'0 ').'V' '0' '))J o~ '>;'-,'):<> ~~ % ~'o ~ ~ l'>'~
~~' \ ,s'iR-~ x'}."v~ S,^ALE x').'}.~ '}.'t.~ '}.'Vx.^>'}. x'}. ;').:~.'). ')i x x"!?- '}.~ 'j; x"'o')' 'l' x'l-x'}. ~ 1./ N89'47J0"1I(01) SUBJECT AREA=325,320 SO FT ~ '}.'>' 'oY 'I-'o~
" ~ 'v Q v 22 ~ X x'l- x' '> :?; o.~ h' v 5 70'(01) ~ !( )( 'j; x 9,0
').'> r ~~O'~O(C) '). .'^ ~ ' ~........_ '/ BLDG 90' E OR 7.468 AC, MOL , :/ ul '}.,' ".'"
]"-... ~ -~1S' ...> 217 40.',~L,D,F) ').')'0\ h~!> N89'1246 W L,F ~E;/ I' ~ -./ 220 39'(C) /
.......9 .13,77'(C) '>, \:-:J 21193'(P3) S89'4no E ,01 .);...-1 / '" ~-- SN&D 234'(PJ) // ---10HW-
~' POB(D1~~"t689(C) 'U-~ S/W-05N ::-r:; I;; -
;;,- ~ DMH ')." ').'}.,ox ,t;-. ASPH'j;' 0 361'(C)-i :\ "V5= 25 72' /~ / I ~~ V
I N RIM = 22,48' '}.o. ')..~ '9' &/PHW 0 n'o? / / l'DECCRATIVE 1- {;:
~ ',., IE N = 15.06', 4.8" RCP 25'1~, ':;. ~05'E / / 'NOOO SIDiNG ~ ~ ;0
~ a. IE NE = 1818', 15" RCP LOT 12 II'OOD ;:,.'tI.........~ V LOT 272~ // / / ."'~~ ~
~ IE S = 15,03', 48" RCP CANCP\ ()Ii~ 'o.,>'>V / / / ~ i~
IE SW = 18.15', 15" RCP x').o:lx '0>'> i'1-'>,'o~V / FFE = 2v.8~ ').,>'~ ,/x ^" [>,0'). ~ l'l-~jDxv~'}.
IE "W = 17,96', 15" RCP ~,>''}. ;'0: h?"''o~/ ~~ 8' ').";~ '}."'~ '}.'o~" V TI I
213,81'(C) 212,16'(P3) ~ ~ f,;(~ 220, 29'(C) / / 7A' S
^~e ff~~ m:,^) VV~V ~~ ~ 1 ~
~ 1 ~ OR 5.360, PG 1504 / ),~ ASPH ~ a ~ $. g
~OT 13 co~ n~ ~ ",.. N"=
OR 5421, PG 92 x').o"'~ x i~ ~ ~,--' ~c - 2557 ;/'/0/ #d//~~J'~ ,1>",/ "" 11,~"''--''''LL\').~''''.
"'o~'> '].'0 ~ ' '9 / ~IXIC/C I, CIS II/ ')v,(1P" t'l ___~7'ri'_').'o. 53 8 'I-'>:~'o 'I-~'
2'3,84'(C) 212,29'(P3) - r"E" 25,79' 220,1B'(C) '/ A.?~' IRURI3~rON~r1\A'c;;'1 -----'~'J').?>' - 'j;" ()6~4': CUT
1 ~'";'11MAS '}.'>~"'0i1r,-? ~v.v: k >~::;~~~W ~ 'jH" I g "
LOT 14 "" F~~' S~ /;ff~)~---,----- ~" 1>' ~ ~ I ~d
1-'>~' '}.,>~'I> '}.') "oV / LOT 29 :t~( ~~ ~~~ r'~ > :;,: >
'}.";. j'J-'o' ~ ' 00 ').,,;." w~";,o !D <( ~;;:
~x "'x.~ ",opj '}.?' x x x >0 tJ.".0 ~,'" a
').0'" 1-'>~ '].'oY '9,' ~ CANOPY 1 STY MAS BLDG / / ,>0" 1-'O!'I>' i3 0 g :e
E/P-J,4'w /' ,210 / / If / .. ;l; U Z :;,:
2'3,8a'(C) 2'2,42'(P3) - / ,(Vo' 22008'(C) ~ :?l ~ ~ "-
S ~ 234'(PJ) ~ / <.. '9 10HW ~ N W Ct:
ASPH / / 18.5' ELEC"RiC OISTRIBUTION_ U :::::::.--...,
Yco"-t ~. EASEMENT PER OR 741, PO 648 l04W-.
METAL RAIL- ~ 2a LOT .30 ASPH 6.50'(C)-
FOR CANOPY ~ ~ I
SUPPORT ~ FFE = 2~ .'}. ~
(SE:I~Lgt-~g~~7~~~s;~~~6~~ 2) \ ,1>" Bl~:"1>" ~~v/, //////////// J;:;. ,'::: ,,,"' ,1>" "". ",-, ':" '-;.' ~;~VI [:;:"'x ,>0".
8 6' E <'s J: ?~ I. ~ '- .. 6' 2S ~a ,>'1- .. ').~' ']; 1
21391'(C) 21255'(PJ) _... &/P""W~ ?'--:i.<i.o,4'L0 5:'" '9' 2'998'(C) - i"<
~'}.'>.. ').'?... 5/1'1-11'11' ').~ '~ ASP~ oP 234'(P3) ~ 'J..~ '> if
. , ", ~*::'s- '].'0' 1\<:0 E/P-7.5'N '}.'o' 11:0 0:\ x.., ~:J. ').~' 09>' ~
N8922!511(F) ')."" ').'?' 2$,S' 0 521 F'/T-7,I'N,,'o:J.~ ,'(F) x 0 '>'0' E/?-8,:;'N .,'> '}. '}; Iw
M:ST(O) FR 1/2" KILUON RlS 3~- c-J &/P~a.1'N 2, 6' W/F 221.Q9 F N89':22'24'W(F) 0 'j;;; " F!T-58'N 1,~ '].<1,..T'....... ').o,~'o
S89'57'12"W(C,F) 8,36'N, o,ea''N ",,' ..'....'..UT-7,7.N ,,~ Q VACATED HAVEN ST,(L.Ol) '9.. '1,;;,,6" B" 4 CLf / ---- FIR 1/2" KILUO
HAVEN STREET (P 3). I~IR 1/2~5~i~~ 'J,o:: E/P-120'S 219,9?'(L,F) ASPH S89'5Z:s~~~)W(I_.F) lE/p':;:;;.1:s x ').0,," F/T-gg:~/ I:)~ Slf ~Li7,~:3g27'E
~').x O,1J'N, 2.4g~ 11", '}.?' F/T-12,5'S 221.22 (Dl) 25,72 F~T-10,5S 15" '? 'sos' ")
').0 BROKe'~ ASPH 'J,~)'}. Gt:')."''''~1 270 '~~ SOH'N4' CLf 0'>~5" 5" S" ..,O'lZ. ~9" ~"J' ~ -.J:> t:::\.. S'~ .[ '>"'$0 1:)1' ( FIR 1/2" LB 6113
212,67'(P3) ']; ~ ~5.'v x..- y ~ ~ ~ 120 IZ....(6A) 0 p 39 ") x' O,OO'E
____'J,O~' "'- TEM "a" 234'(PJ) '}.'l'o 60 16 '-5 H'II
--- EL= 26,97'
RAILROAD SPiKE IN
N SIDE OF WLP
HAVEN S:REET (P3)
LOT 9
It
~J<.$j'5' '}.'o'P~
",D x
";.
l@~
'?,
'>t~\')."'>'l
LOT 10
LOT 10
FIR 1 /2" PLS 4626
O,70'N, 0 00'''11
[iTEM "A"
EL= 27,58'
RAILROAD SPIKE
~ IN W SIDE OF WVP
~ .JL
~,/
tY~:~
FRANKLIN STREET(F)
LOT 11
1 ~
--, It ~
I
LOT 12
~~
z..:
w C ~
~z
cr
1-,
ug
W
Q..
iJl
o
Ct::
Q..
~u.
;:;u
%"1
~:g
~ ~ ~~
~ g ~~
z
LOT 13
~
~
~~
08
"'" ~ z
~~
80
~~
LOT 14
LOT 15
,.,
a.
~
LOT 15
BLOCK 10
AIKEN SUBDIVISION
(PB 14, PC; 45)
F~&O LS 2512~ FNO NAIL
5 92',~, 0.81''// I 10,97'N, 0.60''//
~c \ N04'27' 31'W(F)
POB(O) \ I 10,97'(F)
SIR ,'co
F:R '/2' ~/C i a:~
0.05'S. 0.53'e J ) ~ ~
'(>
FIR 1/2' N/C ~ ~
6,62'5, O,57'E \-.- POC(D,OI)
N'N COR SLOCK C
I ~ ~
~! "'~..
~ I.E-~ >-
~ 15:0 ~
~I ~ ~ 15
'~
I ~ 21394'(C)
FNO X CUT
oon
217.96'(F)
2~ 8, 02'(0)
217,99'(C.n
LOT 11
OR 4487, PG 617
1 C;TY MAC;
~I
;;;-
...' o"ooon.., ANn
i nT 1
CITY OF CLEARWATER
CLEARWATER, FLORIDA
LOT 17
d
FIR 5/8" '" ~
FDC LB 670~"""'~~
FOP 2"
O,30'S, 0,19'''11 ~
~
F /T-O,3'S, 2,5'W !
'>')
1 SlY' MAS BLDG
6' C1.l'
g LOT 18 g
~ ___ NOO'20'2.3"W(C,F) SOO'20'2.3"E(C,F) ~,,~ SMH
PARCEL 2(L) ~ "'I \ N RIM = 3097'
80,50'(C) 80,50'(C,F) --- ~ I ul \ IE N = 278 ' 8" VCP
85,50'(F) (VACANT) ~o 8 IE S = 278 < 8" VCP
GRASS '),<:lx
SUBJECT A~~~~ 12,075 SO FT CR '/B" 8' ~~E E = 27,8 " 8" VCP
OR 0,277 AC, MOL FDC LB 6707 ~ .~ ~
LOT 19 FIR 5/S' PSM 3747 ;;>'g oi i1;.
O.lO'S, 0,11''11_0. "~ W:J.'I-
150.00'(c,F) 'I-~<:lD S89'S7'12"W(C,F) S/'N 07'S')"~'I>~ "'~~"~~ffiIAN_____,
CONC S/'N 28.94 CONC S/W 19.50'(C)- 0.72 01-1'11 ~ $
6QHW 60HW XI' 0 rs>--- ~
LuT 19 2{,91 ')D?".,).iflI.. ~";SMH "'" __
05 CONC CURS E/P-146'.1~1- 1~t> 1 ').'l' N RIM = 3085'
1S0'(P3) )",.. i-' N = 2767' 8" VCP
PIERCE STREET (F) 1,~'>') CI Is", "'9s.~IE S = 27:67< 8" VCP
60' R/W OR 1437, PG 524 x N RIM - 29,74' ~ ~ IE E = 27,85', 8" VCP
30' ASPH PA\>WEJ<T LOT 20 IE S = 2424', 12" RCP"" \- 60,OO'(C) '"
;~"", ~r:.}~'I-'> 0,5' CONC CURBYA.~').~ '].q ~'O'l S~~~0'23"~(C>rr) D"'c9t.
'}.~)' ASPH ').~~'> ').~",'j; ASPH ~ ,>". I '];').'l~~ ~,~,-:. <II
S R/W PIERCE ST ~ N89'57'12"E(C) .,o:o:~ ~
'}.~~~ LOT 20/ ,>o}' /"( ~ ~~~~STRIAN I
LOT ~~O'(P/ /',. ~i illi
CI /
~~M==2J,~~3'12"RCP DMH i
IE SE = 2:374', 15" RCP N RIM = 30.13' II
IE E = 23.10', 30"RCP
IE S = 25,86'. 12" RCP
IE W = 22,92', 30" RCP
IE NW = 23,45', 18" RCP
IE NE = "/A, 18" RCP,
PLUGGED WliH CONCRETE
($J
X 27,S
KD
..J
~
U
';;\
gg
'0
'" 0
V' SIR Z
U S/W-O,7 S
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150'(P3)
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JOSEPH E. HICKLE, JR, P.E.
FLORIDt REGISTERED
PROFES )IONAL ENGINEER
NO. 38925
DA~E
PROJECT NO.
FILE NAME:
6349-26633
GLMNXOGl
'.OWN POND REHABiliTATION PROJECT
EXISTING CONDITIONS AND GENERAL NOTES
SHEET NO.
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DATE DRWN CHKD
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--JJ ----J _______- ~T:Ep~LOOK ___ ~ ______ _ ____ ___ __ _ _ __ -E_~~~~~:~R~ __
: \~........................................~--------
! 42<~~'~'~~6^~P~~ ~ 1\
I ..' . l \\ ~ /~II ~ ~~~HOLE
'-~\- POND HOPPERS ,,'12 & I
I ~- 1 :
I \'~ ....~ i
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tON II Y ( ( c:)) ~ ~ \ . \ '..\D \ ~ /;: PROPOSED S~~~~GW~\Ep~ I I
: ~ · J II /'~" \ ~-=-~/ / '~~ ~ ~ l \\ .. .. ;;? CONCRETE : C:
4" ~~gH~~~~ - ~;o Ih'lh" )/'" J !-S" PVC ~UDG~,:': ~ ~ ~ I~ N Ii J %1\, PROPOSED STORMWATER 1 -rv M~~S LDSGIDEWALK II f ~>?!
' IE S, . . : PUMP SUCTION.., ~ ~~ ~ Ii .'. . ' \, MANHOLES lTYPl .. <i ~
LIMITS OF _ > ~! ~. l r L' NES "If L ~ ~~TAL~%: /, ... "'\' 1 I I 8 ~ :
CONSTRUCTIqN 0"0 ~ ~ <.~ \: ~ .. ~ tzV-RAP~ r\ 1\\ :- ': - 5'W X 8'H I.c.1 \ l/p-o~,
I ~ ./" I/~" ( '- L .... ~>>~~ L/' ~rN' :X", I \. F.------'-F~-----~o/ ~ ~~~D~~~D ALUM
I c. J' U · : : ~,' // . . , " INSTALL ASPHAL1DRIVEWAY ,-,v.
I ~ :.--, rl '''" ~'- f-r-r-c ~ . .. ;:............ 8 : " \~ ...., l~_ \ 1 NEW CURB tl ----.mO /V:~I\ II
8 ,W(F) ./ i:S
: ~:~ ~ 1STY M" ~ L,.... ~c;~UJl~ ~~U~~~ ri SfP:;R~~MP ~ ~ - 7 .', : I '
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~ 'VAULl",',-L.:...:" . ,,'., '" "1,,)1,' com:;-, , ,." ,,"'" , ~ .~V .,,'.., fiERCE STREET (F)
~ ,.., .....' ~'......,., ..,'. ..., ' ...... ...., '.. J~,;J:tDr:::":r~..'\,, '.. , .. ,. ..'... '. P'~R( E ~~!IATrMItNT STRUCTUR." ' '. , , I SIDEWALK I
/' // ,. ,'....'..,~ ./" ION C NC SLAB ""...., .., ...... '. , ) 1 R ~ ~R 1437, PG 524 .~. It'J: ,\~ I . I JO' ".$PH PA~ENT - REPLACEMENli
/ ~ .. ' , '/'~ ~ ./ IFFE= 12.3' "'","" 'l J j A$PH PA~ENT . "" ~\.. ill. I I I
,] ,/. j IT,./ """-- --- I I I, " '" ~ r=',- '- \.'S~~. ~ T8M #2 - ~ . L CCNC I l....?'
, 1"---.:.1 ,,,.? -CJ '"'~-"" . ./ 7 ... . "V77 ~ ' I
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'\' \\\ I I 0 \INSTALL ORAl AG ,.1 ~ rr. -= .
" .., \\\ \ \ JNLIlT ,10' FROM EOf ~ 0 ~;~ '
I ,I j I I /:--:\ ":~~~~>/:, '~f~:~~~ '~\~ C-~ ~!
'q" ( r-:\ \ FLOA TlNG FOUNTAINS _ ~,. I
LRBIDlTY ~ \t\ \ \ ~~) ) lTYPI III '\ i
i BAftRIER \ I e\0~- '-~j_/ ~ · OF ~ JJ W :.1 i I
j ; ,J I I :~''lY///ZZ77/a-'l7;f7(7;:/;ViJ;/ll~j;~l~ '~~ ,
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POND OUTF ArL " 1 ~ "MAs--B1..1:5G 'I:~, ~~ ;~:'58'
STRUCTU E I , I~ II [RAILROAD SPIKE
· . t--,V / "" ~ '.. ' o:!. ! .........-,1P1'l OF'\':fSlO Cl"'l3 RICK LED GE
- - ',','..,~..,'..,. r-.;Ks; V ~ ~' '1,1.~ ~ r I
, ',',./'" " .' . " , , , , , , , , , . , ,', , " ",.,.".""."."".,.,.."" ~ ~~ \\ ' ,/1/ == ' .1 g-- N I
FRANKLIN S1REET(F) -~_' .. ._~~,~",;;~,:~~~ \ ~~ ~r '
!@ ^ ^ ~j^ , ^ 1 ! s'~ \., ~~. j;t;r IIII \\ \\ i
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;~ ~~\ ~ _'~... ~/--:..: //~'2'~\_' ~ I
Ii. . '-:.:-:-.:-, ~7"'r7: , ~ '.' ~. '// ': n PAVED SIDEWALK
V/" '\.'~ ~ 'iJ >< ~ 'I r-..
: ':~,~" r SI~~$~~~'7 i ~^= i
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: .:: #210 /:;~ ..,'.. ~ ~ ~
I I ~"":":"~ // / / 165' EUcmlC Ol5m'BVT N'~' I , ~ W 0:: I
. . / / E,A')EME.Il.iT PER OR 741, C '6
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I I '" - .~ ,- ~~ - 'b I Jl
HAVEN STREET ~~ f
I EL~ 26,97' 1
I RAILROAD SPiKE IN I I
--..J~ N SIDE OF WU? I: I
I -15' PERPETUAL AND
ExCLUSIYr EASMENT(O,01)
FUTURE BUILDINGS
BY OTHERS (4)
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LI~~ITS OF SIDEWALK
REJ'LACEMENT
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~PEDESTRIAN
POLE
f~~-
RELOCATED
FIRE HYDRANT
AND VALVES
10' TEMPORARY
CONSTRUCTION EASEMENT
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4" IRRIGATION
WELL WITH PUMP
1.--J1 f'-
25' TEMPORARY
CONSTRUCTION EASEMENT
HAVEN STREET (P3)
1 STY MAS
I 940
DESIGNED BY: L. SICONA CDM
DRAWN BY: L. SICONA Camp Dresser & McKee Inc.
SHEET CHK'D BY: C. NIFORA TOS 00MUIIIttI 1715 North Westshore Bvld. Suite 875
~
J. GOLDBACH oontItnJctJon Tampa, Florida 33607
CROSS CHK'D BY: ~ Tel: 813-281-2900
APPROVED BY: J. HICKLE License Ft COA No. EB-0000020
REMARKS DATE: JUL Y 2001
I , ,
CITY OF CLEARWATER
CLEARWATER, FLORIDA
TOWN POND REHABiliTATION PROJECT
I
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SCALE 1'=50'
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LEGEND
E::: == :::::::3
----
-.. --"-
. .................... .
:::; :::;
-'-'-
TEMPORARY EASEMENT
PROPOSED SIDEWALK
SIDEWALK REPLACEMENT
PROPOSED BRICK LEDGE
PROPOSED STORMW A TER PIPE
PROPOSED SANITARY SEWER LINE
PROPOSED WA TERMAIN
PROPOSED UTILITY LINES
SLUDGE RETURN LINE
KD
EXISTING W A TERMAIN
EXISTING SANITARY SEWER
PROPOSED SLUDGE FORCEMAIN
-
SITE DATA INFORMA TION
1. PROJECT BOUNDARY AREA = 337,396 SF OR 7.75 AC
2. TOTAL PAVED AREA = 33,167 SF
3. IMPERMEABLE SURFACE RA TIO = 34,153 SF I 337,396 SF = .10
GENERAL SITE LAYOUT
I
CONSTRUCTION LIMIT
CONSTRUCTION LIMIT LINE REPRESENTS AREA
THA T CONTRACTOR SHALL ENCLOSE WITH A
TEMPORARY CONSTRUCTION FENCE. EXCEPT TO
PERFORM WORK SPECIFICALLY SHOWN BY THE
DRAWINGS TO OCCUR OUTSIDE THE CONSTRUCTION
LIMIT LINE, CONTRACTOR SHALL CONFINE
CONSTRUCTION ACTIVITIES, INCLUDING STAGING, TO
THE LIMITS SHOWN. NECESSARY WORK OUTSIDE
THESE LIMITS SHALL BE KEPT TO THE SHORTEST
DURA TION PRACTICABLE, SCHEDULED IN ADVANCE
WITH THE ENGINEER, AND IN ACCORDANCE WITH A
MAINTENANCE OF TRAFFIC PLAN APPROVED BY
CITY.
-0
-
--@
-
-0
JOSEPH E. HICKLE, JR, P.E. DA TE
FLORIDA REGISTERED
PROFESSIONAL ENGINEER
NO. 38925
PROJECT NO.
FILE NAME:
6349-26633
cstplpOc3.dwg
SHEET NO.
G-2
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2 Non-Penetro ting
Pick Holes
DD-~
00000
o 0 0 0
o 0 0 0 \
o 0 0 0 ~(
oDD 0 ,j
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SOLID COVER
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SOLID COVER SECTION
IvJeight 120 lbs,
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29 1/2/1
RING - SECTION
\Jeigh~ 85 lbs,
NOTES
1. U,S, Foundry ~Jo 117 Ring And BL Cover) Or Equo.l,
STORM SEWER MANHOLE COVER
C)
DET AIL
NTS
~~
------- - --
f- ~ r-.
At TermInal
Manhole
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-----~
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Square Bottom
Permitted
A
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PLAN
A
B
E
24" Max
30" Max
48/' Max
48" Max
C
4' Max
6' Max
10'
14'
D
Shallow 0'- 4'
Standard 4.1'- 6'
Deep 6.1'- 10'
Deep 10.1'- 14'
2'-6"
3' -6"
3' -6"
3' -6"
3'-6"
4'
4'
5'
7'
7'
NOTES:
1. Storm Sewers And Manhole To Be Centered In Junction Box
Unless Otherwise Specified In Plans.
2. All Concrete To Be 3,000 P .S.I.
3. All Steel Bars Shall Have 1 1/4" MInimum Cover Unless
Otherwise Shown And Shall Be Hooked Where Indicated.
Horizontal Steet Shall Be Lqpped A MinImum Of 24 Bar
Diameters At Corners. On Precast Units, Floor Slabs May
Be Secured To Structure Walls By No. 4 Dowel Bars (a
Mlnlmun Of 6 Dowels) Pushed Into The Wet Concrete After
After The Floor Slab Is Placed.
4. Chamfer All Exposed Edges 3/4".
STORM SEWER MANHOLE
(E\
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DET AIL
NTS
DRWN
CHKD
REMARKS
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~ 5/8"
MIn. 4 Required
PiCk? Hle ~
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1-1/4" ~11- -1
~ R~~~
"tv 0 0 0 l- ~.\
(.) .....5 A I TAR Y :XJ:J
000000 I
SEWERO}~I
o 000 0
Of:" L ~O ;-
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Non SkId
Pattern
RequIred
SERVICE CONNECTION DETAIL
\
_ L--
NOTES:
1. WATER MAINS TO BE ON NORTH or EAST SIDE OF R.O.W., APPROX. 4 FT. BACK OF CURB
UNLESS OTHERWISE AUTHORIZED BY CITY ENGINEER.
2. SERVICE CONNECTIONS TO BE 2 FT. FROM SIDE LOT LINE ON EITHER SIDE OF LOT (SEE
SHEET NO.3). THESE SERVICES TO BE CONSISTENT WITHIN THE SUBDIVISION. DRIVEWAYS
SHALL NOT BE BUILT OVER METERS.
3. ALL LINES SHALL BE CHLORINATED and PRESSURE TESTED (TEST FOR ONE HOUR @ 150 P.S.I')
UNDER THE DIRECTION OF THE UTILITIES DEPARTMENT. AFTER SUCCESSFUL COMPLETION OF THE
TESTING and CHLORINATION, THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES.
4. TEN FT. SEPARA TION REQUIRED BETWEEN PARALLEL WATER & SANITARY SEWER LINES.
5. SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS TO 4" PVC MAINS. SADDLE IS
REQUIRED FOR 2" SERVICE CONNECTIONS TO 6" and LARGER PVC MAINS. LARGEST SERVICE
CONNECTION TO A 4" MAIN IS 1 1/2" and LARGEST TO ANY MAIN IS 2".
6. MINIMUM DISTANCE BETWEEN SERVICE TAPS TO BE NOT LESS THAN 36".
RING - HALF PLAN
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to
Required
36"
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CQ~T7Y~7-!
Machined Surface
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Water Service Tubing
Drlscoplpe 5100 or Endot /Y ardley
Blue Jet, SDR 9, 3408 Polyethylene
-
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II- 21"
I I Machined Surface
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PI~I I I
~ Curb Stop
./ MUELLER H14350 with Lock WIng and
Compression Inlet or approved equal
SOLID COVER
/
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Threaded Corporation Stop-\
MUELLER H15008
or approved equal
!Tap at 457 Angle) \
Saddle If Required ~
See Note 5 '-~-
(~
Saddle shall have double ~
stainless steel straps ~ :::::::::----
wIth epoxy coated
ductile Iron body.
Water Main
Minimum Werght 7" 232 lbs.
9" 278 lbs.
~
~
F
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#3 at 12" E.W.
#5 at 10" E.W.
#5 at 10" E.W.
#5 at 10" E.W.
8"
8"
12"
12"
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SOLID COVER SECTION
Minimum Weight 128 lbs.
SANITARY SEWER MANHOLE COVER
C)
SERVICE CONNECTION
fC\
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DET AIL
DET AIL
NTS
NTS
T
Approved barrel Joint seals are
"O-RIngs" and "Ram-Necks"
Poured Encasement
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RING - SECTION
3'
r- Saltary Sewer ~
/ Manhole Cover ~
/!
I ~I~ 4 layers of brick
-
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ILII~-
f-
r--
f-
-
/ " r Concentric cone (Flat cover
/ " on shallow manholes 0' to
~ ~ 4' depth)
\\=h~ ~ 8" Brick ~ Steel reinforcement
-- I f-- 5" min. wall thickness
~. (/bo.. ir 4' Min. I type II ac Id resistant
t> f--J; "" I ... I cement 4000 p.s.l.
e t:: ~ 2" 1ft min. ~.I ~ Grout f~ll opening with
~...\. (C.' LL I ~l L1 V , nan-shrink mortar
'~', -"~~ .
- - - - ~ - - - - - - - - J . 2' Joint In pipe entry
/ (Typical)
Grout flow channel -.l
P. V .C. pipe requires manhole
adapter coupling by Flo
Control, Inc., or approved
water stop coupling.
NOTES
1. Precast manhole drop may be approved by City
Engineer. Shop drawing submittal required.
2. Drop required when 2' or over.
3. Manholes shall hove an Interior and exterIor coatIng
of at least 15 mils dry thickness PROLO EP214-351
Epoxl-Mastlc or Koppers bltumastlc black solution
300M.
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18' Min. I i
24' Max. e =f' ~
~
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v /">/>0-'0>~ f
,"-V(~~ '
/ '''Y'/~
-
Fora Angle
Vo.l ve(Flo.ngea) Flow
~'-
.......
~ Storm Sewer
~ Manhole Cover~
~ .
Clay Or Cement A~l :~rles ,
Brick Mosonary t1 '\ T
NOTES
1. Where roadway base Is 8" or thIcker use 9" rlng,
all other cases 7" ring Is permlss ible.
2. Manufacturers model of storm ring and cover to
be approved by City Engineer.
3. Perforated covers, when required shall be sImilar
to solid covers.
Bo.ck of Curb
or
Edge of Po.veMent
Mo.x. 15' - MIn. 4'
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Top
View
NTS
SANITARY SEWER
G;)
DET AIL
-:
V
v /\.>/\.>%\.)/ 1
/" <<:" I
Approvea Bo.ckflow .
Prevention Device (Flo.nged)
/--
r-l ~
Fora Meter Flo.nge
~; Bottom Of _( /
~; Corbel_/ / ~
8" --~ . "D" Min. --t:-j _ 8"
_V Or To Suit P'lpe -V. /1 ~
12" I-V /~ C~ -i/7F 12"
< "E"" I /
( \ . ~.
6" ~l ~ "- _ JJ- / ~/l /
I"".. p.. .. "'" .....,1. . .P....'.. 4. ."".I=tI'
.' ...' .... ...... .... ~...., .... ....0.~ LL
I ,--z---p--p--;;:--,~~ .
SECTION A-A "G"
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~/~~~~ -- v;,v/>&~~ -1-, ~<<~~V:~
\ijY/ ,~S: ~~y>
,>,'-...
~
~
c
X
11m+-
Meter
(Flo.nged)
--
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'-
/- Mech. Joint
i. 1 I I' I ~
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NOTES. I
I. SteaMer ConnectlcJn to F o.ce Street.
2. All Fire Hydro.nts to ho.ve 5 1/4' Valve Seo.t.
3. Fire Hydrants Sho.ll Ioe Placed 0. t Street Corners
or In the R.D.'J. AdJo.cent to SIde Lot LInes
'Jhenever Possible.
4. See Sheet 3 for Typical ConnectIons 8c FittIngs.
IV '/),\\
II( /~'/0J)
~~
~ Restro.lnlng Joint <Typ.)
~~
~
~
~
FIRE HYDRANT SETTING DETAIL
G)
PC III Asph Conc patch to be
1-1/2" min. thickness
or match existing.
R/'J
DET AIL
20' Min.
<SM NoW)
VarIes
FinIsh gro.de to o.llow
0.4' Mln," 1.0' Max. fall
frOM property line to
Ioo.ck of curb.
I~ Patch J Resurface full width of
street on longitudinal
1- Replace Base -1 Installations
'1/
///////////////
\
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NTS
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~~~~.
,0(~'
T+2"
'7
.<:
--
1301-361 or o.s
I DIrected by the
City EngIneer
1
---------J
V/:~y<<~%y<< '-<<~~ ~
, .,,,, ,,, ,"" .... [\;>0'\1 ,
I;//<~~
Replacement Base 1/ '['0~
T +2" (8" mln.l "/~
Compacted I"
L imerock or Shell
--j 6" R'
>,>vW
Trench
.... Width
Varies
T J
I~<:( v~'0c..0::~Y~V
~ft'7~ ~'\Y~/"<< ,,'
;v;~~~~,0'
~~~~{~7 Undisturbed Exist Base
~.,/' l.
12" I ,~
-,6 r--
I ,
~
~
~61
ServIce Lo. tero.l
T=Thickness of
origInal Base
~ Undisturbed Trench Side
Compacted ,. A ~
Backfill ~ 1'(j~ ~
<< ~
'i; ~ I) t>>
;5::" XJ"" ~ ~
<<<<;(~~~%~~
,
/ << /(~<<
,~>>->> y)\.y~'-..."
'~~~ r:i 0%%1
~~~~~~~~
"0~Jt$%%~~~
/<'<<~~ ij /
MaIn
ASPHAL T STREET AND DRIVEWAY
REPLACEMENT REQUIRED FOR
UTILITY CONSTRUCTION
NOTE. All Mo. terlo.ls to extend 5' beyond
Ioo.ck of curb or 20' frOM centerline
of street" whIchever Is greo. ter.
DESIGNED BY:
DRAWN BY:
SHEET CHK'D BY:
CROSS CHK'D BY:
APPROVED BY:
DATE:
I
SECTION
SEWER SERVICE DETAIL
G)
ROADW A Y REPLACEMENT
(1\
\:::.V
DET AIL
DET AIL
NTS
NTS
L. SICONA
L. srCONA
c. NIFORA TOS
J. GOLDBACH
J. HICKLE
JUL Y 2001
CDM
Camp Dresser & McKee Inc.
CITY OF CLEARWATER
CLEARWATER, FLORIDA
00MUIlhg
II~
~
~
1715 North Westshore Bvld. Suite 875
Tampa. Florida 33607
Tel: 813-281-2900
License Ff COA No. EB-0000020
TOWN POND REHABiliTATION PROJECT
MISCELLANEOUS DETAILS
SHEET NO.
I
I
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f
12'
t
~= Brnss Nipple
~
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o"t5
~-
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~
If this poInt Is
within 4' of an
existIng joint,
then replace to
l/ the Joint.
TJI 'J'
x '>Y::t/)/~'y~ /' v
X ~ ,~~ %,~,
xX )// ,y).
x ,V/ I
;:x I Existing Concrete
I
~
TYPICAL PARALLEL DEVICE
BACK FLOW PREVENTER
~
DET AIL
NTS
I"
I
4' Min.
Monolithic Slab
W
18" Trench 18"
Min. Width MIn.
I Varies
v' ~ndlsturbed Trench Side
Compacted " ^w':xv~
Backfill ~'A(1rJ~':xr>>
, 1><)', '\<':x ~
:;< !>< ~':x~~
~~ '~r~
~'\:~ p)< ;x" ~
~~~~~
3,000 psi Conc.
.\
'7'
''\Y/*~~'0
/~~~ x
'<(~~~
.~~
\.>:>;
c,'\. ><x
NOTEI
Po.ro.llel device insto.llo. tion is eMployed whenever it is vito.l
to Mo.!nto.in 0. continuous supply of wo. tel'" o.nd vvhere
interruptions for testing o.nd servicing vVould be uno.ccepto.ble,
Device Must be insto.lled level,
APPROVED R.P, DEVICES )IE APPROVED DOUBLE -CHECK VAL VES
Hersey-Beeco Model FRP II Hersey-Beeco Model ::-DC
wo. tts Model 909 or 009 \./0. tts Model 709 or 007
Conbro.co 40200 Conbro.co 40100
T=6" until W exceeds
6', then T=8"
',"'i' J '" ~ I ',;' ',' J
." J r,~ }4' J
~.l.j_~:"_!~~~~~
CONCRETE REPLACEMENT REQUIRED
FOR UTILITY CONSTRUCTION
'-..:..-:;-....:~~-~',-....~..:.--.;....-- --~.....
~11~:~,~:~;~n~;il[JlWI
I u\Nt,-,'''~ ," IA::Vb ('I""" "iT SVA"J
cCJ~~~,,,_S~[J:(~(2fL~~~g!~[hy~~[ i:J]:~,.= ~~~
JOSEPH E. HICKLE, JR, P.E.
FLORIDA REGISTERED
PROFESSIONAL ENGINEER
NO. 38925
DATE
PROJECT NO.
FILE NAME:
6349-26633
CSDTCD01
CD-1
I
K]
I--
-0
-
KV
f-
-0
T
r
I
T
Optional Post Posltlon~., PrincIple Post Position
(Canted 200 Toward Flow)
"5
~i I
~n
V _ ~Iow
~!}- -
Filter Fabric
Post Options: Wood 2{ Min. 0
Wood 2" x 4" I
Oak 1 {x 1 { I
Steel 1.33~ LbS/Ft: MI ~.
~ ~ I
o ~ ~ ~I
~ ~!~L-~_~_
-
-
-
<Il
-0
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o
u
Vi
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o
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o
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o
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1'0
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./
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REV.
NO.
DATE DRWN
I
I
-I
n
yll'r
~=r
6' Max.
..
FDOT INDEX 102
ST AKED SILT FENCE TYPE III
({)
DET AIL
NTS
CLOSED CELL SOLID PLASTIC FOAM
FLOT A TION (8" DIA EQUIV) (17 LBS
PER FT BUOYANCY)
I I~. I
~..
_______ %" POL YPRO ROPE
! _L.I V (600 LB BREAKING
'-r"" STRENGTH)
/e OZ NYLON REINFORCED
PVC FABRIC (300 PSI
TEST) WITH LACING
GROMM~ TS
/
(
CHKD
~..
W' GAL V ANIZED
CHAIN
Ira<-
FDOT INDEX 103 TYPE II
FLOA TING TURBIDITY BARRIER
G)
DET AIL
NTS
EXISTING CONCRETE
FLUME ~
'-/
g,/....J ,/ /'
. ,/
..'.::., l
,... ';"t.' ,~,
~.. . 14Yo:f:
,..' I
.
.. t'
-
-
f--- -
f--- -
f-- -
f-- f---
f-- I---
f-- f--I ~ INLET
r-- f-- V
~ ~,!Jk;t:
~.:<<...~:.,: ;~~~'.'~" .~. ,~:.;~"~:":J
""
[\- (\')
f= -C'-' j
DRAINAGE INLE( ~y '-
DET AIL
G)
NTS
REMARKS
I
Fil ter Fabric (In
Conformance With
Sec. 985 FDOT Spec,)
\
.F7A
r~
"\.-::sJ
~
I
T
I
ANCHOR SKIMMER WITH
1/2" 316 SS
BOL TS AND LEAD
ANCHORS EVERY
6" OIC TYP
f
3/16" THICK
/- ALUMINUM SKIMMER
PLATE
42" RCP
INV EL 15.15 \
2 1/4"
- --- ---
I
I
I
2'
WEIR --.J
I NOTCH I
T~
WEIR
NOICH
V ARIES
15' MAX
SEE INDEX NO. 201. SH. 4 & 5 ~
FOR REINF. MOD. FOR DEPTHS 13' TO 15' '"
^AA
5'-10"
--------
3'-0"
.
8"
t
~
8"11-
4'-4"
@
PLAN
GRA TE INLET '\
I , \ 4'-4" ~
\ 2"
__ I-i- 3'-0" - If ~TEEL GRATE EL 21.00
rrr ~
,
3/16" THICK
ALUMINUM SKIMMER
PLATE
,
s
-'-~i-- 2" CL. :
~ i-l r -~ -
~ I I
~ 1----.1 T
.-.- --t
--
2"CL. _.1
# 4 BAR
g 12" O.C. ---J
~VERFLOW EL 17.00
~RIFICE EL 15.50
$-
I SKIMMER EL 15.0
r-- 6"
42" RCP ~
INV EL 15.15
--
SECTION AA
MODIFIED FOOT TYPE "E" DRAINAGE INLET
DET AIL
CD
NTS
'" y. " y; I TRENCH WIDTH I ~~
>Y/~> 0 I liA>>,Y;r--
~ /SEE NOTE 5 \ ~~
SELECTED '\/ / PIPE "00" ~'
COMMON FILL "",y, ,,"-
(SEE NOTE l) ~: - '//, ~
,~I- _~"' ~,
"i; "4:==~ %' 6"
~ /IPA ~ \\\ ~LA~'
'/ / ^~,...~JI-~ '- /
Vi.x )~ I J ~l X ~~ / /
..~ rn '/) JU(H ~:0-" 4"
)7/~~~\.\~,.- IIi~n;/> L~~
.. / / r'1'. :Q..~ /.J:)~ ,'O'{ In; / /
SEE NOTE 7 ---------=:: y) ~oc~~~>
'<<' //
~ ~"
" /, 'l
;:~ ~"
~~ ~;{ "~ j / /
''V~0>\Y.>0'):Y:
BEDDING ROCK
(.!)
WZ
Q.......
.....0
Q..O
W
co
>-
ot:
w(/)
f-Z
uW
<!o
Q..::;Eo
::;E::)co
O~I
u.....f-
x
~<!O
0::;Ef-
W :J:
-.J~(/)
-.JLO<!
u:0')<!
wo>-
O:::f-CO
SELECTED
COMMON FILL
.
~\ ~
~ )'-6" MIN
3'-0" MAX
t
UNDISTURBED
EARTH
TYPE A-3 PIE.E BEDDING
~
1. PIPE BEDDING & TRENCH BACKFILL - COMMON FILL OR SELECTED COMMON FILL
MA TERIAL COMPACTED IN LAYERS TO 95% MAXIMUM DENSITY AS PER AASHTO
T180 AND 98Y, UNDER PAVED OR CONCRETED AREAS, SEE SPECIFICATIONS.
2. USE OF TYPE A-2 AND A-3 PIPE BEDDING TO BE DETERMINED IN THE
FIELD AS APPROVED BY THE ENGINEER.
3. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.
DEW A TER AS NECESSARY.
4. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE
DIRECTION OF FLOW.
^
r:o:-
n
I-
3' - 4"
1
~
N
@~~
';...1<0 ~ @
~..; g ~ {
-' cJtci5
<<t
..- N C
C\l N a5
C
o
(0
TYP E E
Straight Bars 2"x ~'
Reticuline Bars1i" x .J.!'
" 1" 'fS
Bands 1 x 4'
Approx. eight 215 Lbs.
Provide Eyebolt and Chain
TYPE E GRATE INLET
- - - - -;;;>"
~~'--/~
\ ";;/
I \ /
-_1_/
r- L
<Ow
0::S~
-00
.- ..0
I _ ~c.3: <{
--,-\
I / ~
I /~/"-....
~:--~'--
- - - - -.:::..
/sod~1
SlOpe ~
Generol f:ies See
~tes N
3" Or 5l' !;iI os. 1 &- 2
Deepen Around Outside
Edge Of Pipe For 5-l' Slab.--- :~"::"~'::" ,;...... 4.'
~ . ......~... 1 Or
/ ~ / / / Y / )(/ / / /~.:~ 2: 1
\ .....6. <)
"'--Concrete ~=::::::
o ~~
Pipe '\ connect~ I ~
o ::]) Saddle~ -: ~ __ __
-- I ~~. ~
////////~/////////////h ////////X// z
2' Not Less Than J ~~~ ~.
No Pi~e Joint Permitted #4 Bar--- ~
Unless Approved By The Engineer 6
I_ E *Slope:
F (Pipe To Be Included Under Unit Price For Mitered End Section)
f
T
"r------ Sod ~
Or Round Corners
i.o ~~
I_ l' '1 ~Beveled
K
L[)
...-
I
I
-- I
--- ..=-1:c.-
~
---
I
..
...-
__A - - - 1~ - - - -
-~ If- - - ----j - - - -
I
I
~ 0 y
\ ~
\ - - - - - - - - - .,
'-- - r---- - _ _ _ _ _ -----.J-
-- I
IV",
,V\
r V)
Concrete Slob. 3" Or5t Thia/
Reinforced With WWF 6x6-WI.4xWl.4
---
i.o
\"
'-
I\~
i.o <\ ~
S' SOd
TOP VIEW-SINGLE PIPE
A
c
e
DET AIL
Paid For /)As Pipe Culver t
(/
NTS
C)
COMMON FILL
SELECTED
COMMON FILL
~"' -v,-", t;( ",;" '- "'/'~
>Y/>>/~ r>:~ /~ y /,'
$5 ~
~ /<
~~ ~
~ ,,~, ~'\
::<!.. ~- r-", ~
'% /4~ % 6'~~
~) HI f. \\ \ ~ LAYERS
L Q{'f' J ~hl ~l .xur't: / /
.V..:.i{J;j &. ~ 21 K/.' 4"
)7/~~<{)~\~ ~~~~V) L~~
// ~,~~~ ~ ~~/~
Y' ~~~n( ~ ~ Adh~~)
, ~~,rJU"Jt .u-u-' JU-.C ~ OUr '()/" ,.lV/ /
</~~.~~~~\~~ ,
~"'Y^YA/^)/W'>>'y,
~
-.J
::cd
Ull.
Z~
WU
O:::<!
f-CO
>-
aCo
W(/)CO
f-Z-
UWI
<!of-
Q..::;EO
~::>f-
o~::c
U.....~
~~<!
0::;E>-
W.... CO
-.J .,
-.JlO
t:i:0')
wo
O:::f-
BEDDING ROCK -
(.!)
w~
Q..O
.....0
Q..w
CO
SEE NOTE 7______
UNDISTURBED
EARTH
TYPE A-2 PIPE RFnnING
7.
4" MIN FOR PIPE nO) 24" DIA & LESS: 6" MIN FOR PIPE nO) 30" & LARGER OF
COMPACTED SELECTED COMMON FILL.
DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL BE AS REQ'D TO
REACH SUITABLE FOUNDATION: FOR NON-CUSHIONING TRENCH DEPTH SHALL
BE 6" BELOW BOTTOM OF UTILITY.
SHEETING SHALL BE DRIVEN BELOW THE UTILITY INVERT IF REQUIRED
FOR LATERAL SUPPORT OR UNSUITABLE MATERIAL REMOVAL. WHERE DRIVEN
BELOW PIPE INVERT, SHEETING SHALL BE CUT OFF A MIN OF 12" ABOVE
TOP OF PIPE, OR HIGHER, AS APPROVED BY THE ENGINEER, AND LEFT IN
PLACE. IN NO CASE SHALL SHEETING LEFT IN PLACE EXTEND HIGHER THAN
30" BELOW SURFACE GRADE UNLESS SPECIFICALLY APPROVED. BRACING SHALL
BE PROVIDED AS REQUIRED.
8.
9.
5. 10" MAX FOR PIPE DIAMETER nO) LESS THAN 24":12" MAX FOR PIPE DIAMETER no)
LESS THAN 42", AND 24" MAX FOR PIPE DIAMETER no) 42" AND OVER. 10. BACKFILL MA TERIALS SHALL BE EITHER OF THE SAME TYPE AND
COMPOSITION AS THE MATERIALS REMOVED, OR OF EQUAL OR GREATER
6. CONCRETE STRENGTH, (28 DA YSh CLASS "A" = 4,000 PSI, CLASS "B" = 3,000 PSI, STRUCTURAL ADEQUACY. EXCA V A TED MATERIALS MIXED WITH DELETERIOUS
CLASS "c" = 2500 PSI. SUBSTANCES DURING CONSTRUCTION SHALL NOT BE USED FOR BACKFILLING.
11. SELECTED COMMON FILL TO BE USED TO 12" ABOVE THE TOP OF PIPE AND COMMON FILL
FOR TRENCH BACKFILL.
DRAINAGE INLET
DETJl\IL
NTS
DESIGNED BY:
DRAWN BY:
SHEET CHK'D BY:
CROSS CHK'D BY:
APPROVED BY:
DATE:
L. SICONA
L. SICONA
C. NIFORA TOS
J. GOLDBACH
J. HICKLE
JUL Y 2001
CDM
Camp Dresser & McKee Inc.
fXJI'IdkJg
~
oontIIrucIIon
opnt/ons
1715 North Westshore Bvld, Suite 875
Tampa. FlorIda 33607
Tel: 813-281-2900
LIcense Fi COA No. EB-0000020
I
I
(G\
\;::Y
CITY OF CLEARWATER
CLEARWATER, FLORIDA
SECTION
FOOT 272 MES
DET AIL
~
r-
2' MIN
NTS
<
OR 2 DIA
I'
_ 4" I
MIN ,- ,
--r--
~ Z
~~
(
..' .,....
" .. ,II'
Q..
<!
-.J
...~:' . \:.
/'//) ~
.;. 1 ~J'>... _
"-~~ .
(:~~ " .~
- - --' - .....
#3 AT 12"-'/
8 #4 ALONG
PERIMETER
I
\
7 -
- -
I
~
~
1\
PLAN
NTS
SECTION
NTS
EXISTING/NEW DRAINAGE PIPE
CONCRETE COUPLING
G)
DET AIL
NTS
TOWN POND REHABiliTATION PROJECT
MISCELLANEOUS DETAILS
I
I
I
I
I
T
,~
KV
~~
-
Side Ditch Grad~
//>Y//A'-.
. ec:,
~o~\
-0
5' Sod
-
4: 1 Miter: To I Pipe For Pipes 18" And Smaller.
2: 1 For Pipes 24" And Larger.
2: 1 Miter: To I Pipe For Pipes 18" And Smaller.
1: 1 For Pipes 24" And Larger.
2' MIN
OR 2 0 IA
I
I
-------1- - - - - --
1
I
I
I
I
I
\) -______1_____-
PROPOSED~ /
341X53" ERCP
CONCRETE COUPLING
-
-
(
- \)
\
~ EXISTING
34"X53" ERCP
-0
-
kV
JOSEPH E. HICKLE, JR, P.E.
FLORIDA REGISTERED
PROFESSIONAL ENGINEER
NO. 38925
DATE
PROJECT NO.
FILE NAME:
6349-26633
CSDTCD01
SHEET NO.
00-2
(/)
-0
c
o
()
(j;
N
N
~
03
N
L()
.f
L()
~
o
<5
"-
1'-
::;::
I"-
o
1'0
o
a
u
f-
a
~
...J
:::t
f-
LL.J
a
,/
...J
:>
u
,/
a..
o
o
:;:
1'0
1'0
lD
lD
C\J
,/
0)
~
1'0
lD
",'
-.:.i
REV.
NO.
~
<I. '
8'-0"
4
'"
8"
8"
5'-0"
8" FOOT #4
BEDDING ROCK
TYPICAL CUL VERT SECTION
COMPACTED EARTH
DET AIL
CD
NTS
EL. 24.25' _
'4
'<J
,4
<J.
.cJ
4'
<J'
EL. 14.73'
4
'<J
.cJ
4, <J
4
4
~4
SENSOR
SLIDE _____
PLATE------- ,
18" X 24"
OPENING IN
TOP OF BOX
CULVERT
S E NS 0 R ___________
I
<J
DISTANCE AS
REQUIRED BY
FLOW METER
MANUF.
EL. 6.06'
4
4, "
'4 <J
5'-0"
SECTION AA
<J
I I
I r-1----.,
II I I
II I
II I
I
I
I
II
II
: I I I
IL-1----...J
I I
4',~
4
<J
I
r----f-.,
I I II
I II
I II
I
I
I
II
II
I I d
L----f-...J I
I I
.cJ"
<J.
4
<J
2'-2" -
PLAN
3'-4"
FLOW METER SENSOR
CD
DET AIL
NTS
DATE
DRWN
CHKD
REMARKS
PRECAST BOX CULVERTS SHALL BE DESIGNED BY THE SUPPLIER TO MEET
ASTM C-850 STANDARDS. AND H-20 LOADING.
PRECAST BOX CULVERT SHOP DRAWINGS AND CALCULATIONS SHALL BE
SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER
AND SUBMITTED TO ENGINEER FOR REVIEW.
JOINTS:
PRECAST BOX CULVERT SECTIONS SHALL BE JOINED USING A T LEAST A
DOUBLE STRIP OF PREFORMED FLEXIBLE GASKET MATERIAL (2-INCH SIZE
WITH A MINIMUM OF 3 sa. INCH CROSS-SECTION AND CONFORMING TO
FEDERAL SPECIFICATION SS-S210A OR AASHTO M 198B). THE GASKET
MA TERIAL SHALL FORM A CONTINUOUS RING AROUND THE JOINT SUCH
THA T WHEN SECTIONS ARE JOINED. THE JOINT IS COMPRESSED UNTIL THE
GASKET HAS COMPLETELY FILLED THE JOINT CA VlTY.
THE OUTSIDE OF EACH JOINT SHALL BE COMPLETEL Y WRAPPED WITH A
FILTER JACKET HAVING A MINIMUM WIDTH OF TWO FEET. THE FILTER
JACKET SHALL BE NON-WOVEN POL YPROPYLENE FILTER FABRIC WHICH IS
SECURED BY PLASTIC STRAPS PRIOR TO BACKFILLING. POLYPROPYLENE
CORDS OR STEEL BANDS IN HEMMED SIDES OF THE FILTER FABRIC MAYBE
USED.
STORM SEWER @
MANHOLE COVER CD-1
RIM EL 24.25
CONCRETE TOP SLAB
(FDOT INDEX 200)
8"
4
ANGLE BRACES (GAL V')
FDOT MODIFIED
TYPE C DBI
4
:r
{
8" FraT #4
BEDDING ROCK OVER
COMPACTED EARTH
8'-0"
,<J
4
8"
8" ~
r
.cJ
<J
DISTANCE AS
REQUIRED BY
FLOW METER
MANUF.
3000 PSI POURED
CONCRETE FOOTER
.1
<J'
d1
a
DESIGNED BY:
DRAWN BY:
SHEET CHK'D BY:
CROSS CHK'D BY:
APPROVED BY:
DATE:
L. SICONA
L. SICONA
C. NIFORA TOS
J. GOLDBACH
J. HICKLE
JUL Y 2001
CDM
00ItIfAhtJ
~
0tJMIructI0n
~
EL. 13.5
N.W. EL 15.5
PROPOSED SIDESLOPES
~~
~)>>>>>
PRECAST CULVERT
8'-0"
STONE RUBBLE
(FDOT SPEC SECTION
530-2.2.1)
TOP 01= FOOTER
EL. 2.0
INV EL. 2.67
SLOPE 2Y.
2'-6"
1'-10"
NOTE: SEE PLAN FOR
EXTENT OF STONE
RUBBLE
4:J
.
.
J
2 1/3"
=t ~
6 1/3" ,~
~ ", <J
/::(' .
/~, '
~.~
12" ~. . ·
L'd~.
4 L
<J
~ 8" -+- 2'-4"
COMPACTED EARTH
2'-6"
DET AIL
GD
NTS
r 8" -l
I
2" WHITE BRICK
TO BE MORT A,RED
~ ON FACE OF
/' CONCRETE STEP
4"
\l N.W. EL 15.5
. 4
<J
.' 4
.4
'<J ~
4
'<1
<J
.4
4
<J
, 4
.~ '
'Lj
50' MAX SPACING BETWEEN
1/2" EXPANSION JOINTS
4" THICK CONCRETE WALK
--COMPACTED EARTH
...... ",'
.'", ,,'.....
CONTRACTION JOINT (SAW CUT 1/3 DEPTH)
PROPOSED BRICK LEDGE
1/2" EXPANSION JOINT
REQUIRED WHEN WALK
ABUTS RIGID STRUCTURES
G)
DET AIL
NTS
r-
8"
t_
FDOT #4
BEDDING ROCK
4'
M
':':'.'
CONCRETE WALK
G;)
DET AIL
NTS
Camp Dresser & McKee Inc.
CITY OF CLEARWATER
CLEARWATER, FLORIDA
1715 North Westshore Bvld. Suite 875
Tampa. Florida 33607
Tel: 813-281-2900
License Fi COA No. EB-0000020
-rOWN POND REHABiliTATION PROJECT
4
F ace of
Curb
r
3'-0"
DETAIL "A"
Ring & Cover
See Index #203
Additional #4
Rebar8As Sho~rL8"iv1in,
~
#4 Rebar
6" O,C.
Each Way
(Typ,)~-
O::J
NOTES:
1. When pipe diameter exceeds 30", inlets shall not
2 be used as junction boxes, limit .3 pipes per inlet.
. Cnamfer all exposed edges.
.3, AI' concrete shall be 3,000 p.s,i,
4, Center support shall be used on double wing inlets,
See Detail B,
c
.~
:.0
I
N
~
oh~~#4 Rebar
Wire To R~
Ret,aining Nut --_--=--TI: ~ 4"x 4" x 3/8" Galvanized
With Washer H~::-~"';.!=HH~ Steel Angle Iron
10" Long x 1/2" rJ:;
Galvanized Steel
Carriage Bolt, 2' O.C,
Typ,
Trans,
(Typ. )
O::J
Chamfer Concrete
Chamfer Concrete
4'-0"Wing or
10" Long x 1/2" rJ:;
Galvon ized Steel
Carria e Bolt, 2' O.C,
( T yp . )
~
II
4"x 4" x 3/8" Galvanized
Steel Angle iron
6'-0" Wing
-'-~>:"
PLAN VIEW'
~~t':o.
~I~ .
r---'
\ (~ :
~~J ..
't" ,", ~I' ,
J . c
, "I (j) ~S
~b
I
'1'0
..
"
#4 Rebar
4"x 4" x 3/8" Galvanized
Steel Angie Iron
10" Long x 1/2" rJ:;
Galvanized Steel
Carriage Bolt, 2' O,C,
Concrete Filled 4" P,V.C,
SupQort Post To Be Used
At Center Of inlet Throats
On Double Win inlets.
#3 Dawel
10" O,C
(T yo, )
Chamfer Concrete
45' (Typ,)
.~
:2:
DET AIL NBN
(0
I
n
6" Underdrcin
~l
F ACE OF LID
Throat Elev. 3 1/2"
Below Gutter Elev.
rol
NTS
DRAINAGE INLET
8
2
DET AIL
4" Drop at All Drives
1"
1-1/2"R
Wearing Surface
I 4" Drop at All Drives
I 2"R
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Surface
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TYPE I CURB /~~<("<<<
NOTE: WHEN USED ON HIGH SIDE OF ROADWA YS. THE CROSS SLOPE
OF THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE
ADJACENT PAVEMENT AND THE THICKNESS OF THE LIP SHALL
BE 6". UNLESS OTHERWISE SHOWN ON PLANS.
3'
to
Construction Symmetrical
About Driveway ~
3
NOTES:
1. THERE SHALL BE A 1/2" SEAL JOINT BETWEEN
BACK OF CURB AND DRIVEWAY.
2. CONCRETE IN CURBS SHALL BE 3000 PSI.
Wearing
Surface
CURB REPLACEMENT
DET AIL
NTS
1-1/2" MINIMUM ASPHALTIC
CONCRETE (TYPE PC-l)
12" MINIMUM TYPE B
ST ABILIZA TION (LBR 40)
~%%%~~~~~
' /, "~ 8" MINIMUM LIMEROCK BASE
COURSE COMPACTED TO 98Y.
MODIFIED PROCTOR (LBR 100)
STREET RECONSTRUCTION DETAIL
DET AIL
NTS
JOSEPH E. HICKLE. JR. P.E.
FLORIDA REGISTERED
PROFESSIONAL ENGINEER
NO. 38925
DATE
PROJECT NO.
FILE NAME:
6349-26633
CSDTCD03.dwg
MISCELLANEOUS DETAILS
SHEET NO.
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ABBREVIA TIONS
&
<
@
AB
ABV
ACMU
ADH
AFF
AL
AMP
ANOD
ASSY
BD
BEV
BLDG
BLK
BLKG
BRG
BRK
BRS
BRZ
BS
BTM
C TO C
CAB
CARP
CEM
CF
CGFB
CH
CHAM
CHAN
CIP
CJ
CL or t
CLG
CLKG
CMU
COL
COMP
CONC
CONT
CRS
CT
DET
OF
DIA
DIAG
DIM
DISP
ON
DP
DR
DWG
EA
EL
ELEC
ELEV
EQ
EQPT
EWC
EXP
EXP
EJ
EXIST or (E)
FD
FE
FF
FGL
FIN
FLG
FL
FLR
FR
FO
FV
FXD
AND
ANGLE
AT
ANCHOR BOLT
ABOVE
ACOUSTICAL CONCRETE MASONRY UNIT
ADHESIVE
ABOVE FINISHED FLOOR
ALUMINUM
ACOUSTICAL METAL PANELS
ANODIZE
ASSEMBL Y
BOARD
BEVEL (ED)
BUILDING
BLOCK
BLOCKING
BEARING
BRICK
BRASS
BRONZE
BOTH SIDES
BOTTOM
CENTER TO CENTER
CABINET
CARPET
CEMENT
COMPRESSIBLE FILLER
CEMENTITIOUS GLASS FIBER BOARD
CONCRETE HARDENER
CHAMFER
CHANNEL
CAST IN PLACE
CONTROL JOINT
CENTERLINE
CEILING
CAULKING
CONCRETE MASONRY UNITS
COLUMN
COMPRESSIBLE
CONCRETE
CONTINUOUS
COURSE (S)
CERAMIC TILE
DET AIL
DRINKING FOUNTAIN
DIAMETER
DIAGONAL
DIMENSION
DISPENSER
DOWN
DAMPROOFING
DR A IN
DRAWING
EACH
ELEV A TION
ELECTRICAL
ELEVATOR
EQUAL (L Y)
EQUIPMENT
ELECTRIC WATER COOLER
EXPANSION
EXPOSED
EXPANSION JOINT
EXISTING
FLOOR DRAIN
FIRE EXTINGUISHER
FACTORY FINISH
FIBERGLASS
FINISH(ED)
FLASHING
FLOORONG)
F IL L E R
FRAME
FRAME OPENING
FIELD VERIFY
FIXED
GA
GAL V
GL
GB
GRTG
GYP
HARD
HD
HDWD
HDWR
HGR
HGT
HM
HOR
HP
HR
IN
INST
INSUL
JC
JT
JT FLR
L
LAB
LAD
LAM
LAV
LG
LKR
LNTL
LP
LP
LT
MAS
MATL
MAX
MEMB
MFR
MIN
MISC
MO
MR
MRAT
MTD
MTG
MTL
NIC
NOM
NTS
OC
OFRD
OPNG
OPP HD
ORD
OSB
OV
OVHD
PERIM
PL
PL
PLAS
PLK
PLYWD
PM
PR
PR
PRD
PRCST
PREFAB
PT
PRMLD
PSF
PTD
QT
QTB
R
GENERAL NOTES
T
,
GAGE, GAUGE
GAL V ANIZED
GLASS
GLASS BLOCK
GRA TING
GYPSUM
HARDENER
HEAVY DUTY
HARDWOOD
HARDWARE
HANGER
HEIGHT
HOLLOW METAL
HORIZONT AL
HIGH POINT
HANDRAIL
INCH
INSTRUMENT A TION
INSULA TION
JANITOR'S CLOSET
JOINT
JOINT FILLER
LINE OR STRUCTURAL
ANGLE DESIGNATION
LABORATORY
LADDER
LAMINA TED
LAVATORY
LAMINA TED GLASS
LOCKER
LINTEL
LIGHT POLE
LOW POINT
LIGHT (S)
MASONRY
MA TERIAL
MAXIMUM
MEMBRANE
MANUFACTURER
MINIMUM
MISCELLANEOUS
MASONRY OPENING
MOISTURE RESIST ANT
MOISTURE RESISTANT ACOUSTICAL TILE
MOUNTED
MOUNTING
METAL
NOT IN CONTRACT
NOMINAL
NOT TO SCALE
ON CENTER OR ODOR CONTROL
OVER FLOW ROOF DRAIN
OPENING
OPPOSITE HAND
OVERFLOW ROOF DRAIN
ORIENTED STRAND BOARD
OVER
OVERHEAD
PERIMETER
PLATE
PROPERTY LINE
PLASTER
PLANK
PLYWOOD
PRESSED METAL
PAIR
PRETREATED WATER SYSTEM
PROMENADE ROOF DRAIN
PRECAST
PRE-F ABRICA TED
PRESSURE TREATED
PREMOLDED
POUNDS PER SQUARE FOOT
PAINTED
QUARRY TILE
QUARRY TILE BASE
RISER(S)
HEIGHT OF INTERIOR CMU PARTITIONS ARE FROM FLOOR TO THE UNDERSIDE OF ROOF
DECK (UNLESS OTHERWISE NOTED)
NOT ALL EQUIPMENT IS SHOWN FOR CLARITY. REFER TO THE APPROPRIATE DISCIPLINE
SHEETS FOR SPECIFIC EQUIPMENT LAYOUT AND OTHER REQUIREMENTS
SEE "C" SHEETS FOR SIDEWALK AND ROAD PAVING
SEE liS" SHEETS FOR SIZE AND LOCATION OF CONCRETE PADS, TRENCHES
V AUL TS, SUMPS AND ETC.
SEE "S" SHEETS FOR CONCRETE AND MASONRY REINFORCEMENT
ALL CMU WALLS SEPARATING AIR CONDITIONED SPACES FROM NON-AIR CONDITIONED
SPACES SHALL BE PROVIDED WITH INSULATION INSERTS (SEE SPEC 04200)
EXTERIOR PERIMETER DIMENSIONS SHOWN ARE NOMINAL TO THE FACE OF MASONRY AND
DO NOT INCLUDE THE 1" CHAMFER ON THE CONTAINMENT IFOUNDATION WALL
SEE "c" SHEETS FOR SITE ELEVATIONS AT EACH LOCATION:
FLOOR SLAB ELEVATION (0'-0") =
FLOOR SLAB ELEVATION (0'-0") =
PATCH AND REPAIR ANY MATERIALS OR SURF ACES DAMAGED DURING THE
CONSTRUCTION PROCESS TO MATCH THE ADJACENT SURF ACES
DO NOT SCALE FROM THE ORA WINGS
NOTIFY ARCHITECT IENGINEER IF CONSTRUCTION DOCUMENTS DIFFER FROM ACTUAL
FIELD CONDITIONS PRIOR TO F ABRICA TION OR NEW CONSTRUCTION
DATE DRWN
CHKD
REMARKS
I
DESIGNED BY:
DRAWN BY:
SHEET CHK'D BY:
CROSS CHK'D BY:
APPROVED BY:
DATE:
I
R+S
RB
RD
RECT
REF
REIN F
REQD
REV
RF
RFG
RGH
RJ
RL
RLG
RM
RO
RT
RWl
S
SAT
SB
SCHED
SCRN
SECT
SF
SGFT
SHT
SIM
SK
SL
SLNT
SPEC
SST
STD
STL
STOR
STRU
STWY
SUPT
SUSP
T
TBM
T&G
TEMP
TEMP
TEMP
TER:
TERB
THK
THR
TKBD
TOIL
TOPG
TOS
TS
TSL
TWF
TYP
UC
UON
UR
VB
VCT
VERT
VTR
W
WI
WIA
WIO
WC
WD
WD
WOW
WF
WPG
WT
WWF
J. REID
M. ALFORD
J. REID
J. HICKLE
J. REID
JUL Y 2001
T
I
BACKER ROD & SEALANT
RUBBER BASE
ROOF DRAIN
RECEPTACLE
ROOF EXHAUST FAN
REINFORCE (0, ING)
REQUIRED
REVISION
ROOF FAN
ROOFING
ROUGH
REVEALIRUSTICA TION JOINT
RAIN LEADER
RAILING
ROOM
ROUGH OPENING
RUBBER TILE
RAIN WATER LEADER
STEEL S-SHAPE DESIGNATION
SUSPENDED ACOUSTICAL TILE
SEAMLESS BASE
SCHEDULE
SCREEN(EQ)
SECTION
SEAMLESS FLOORING
STRUCTURAL GLAZED FACING TILE
SHEET
SIMILAR
SINK
SLOPE
SEALANT
SPECIFICA TION, SPECIFIED
ST AINLESS STEEL
STANDARD
STEEL
STORAGE
STRUCTURE (S, URAL)
ST AIRWA Y
SUPERINTENDENT
SUSPENDED
TREAD(S)
TRAFFIC BEARING MEMBRANE
TONGUE AND GROOVE
TEMPERATURE
TEMPERED
TEMPORARY
TERRAZZO
TERRAZZO BASE
THICK(NESS)
THRESHOLD
TACKBOARD
TOILET
TOPPING
TOP OF STEEL
STRUCTURAL TUBING (STEEL UNLESS NOTED)
TOP OF SLAB
THROUGH WALL FLASHING
TYPICAL
UNDERCUT
UNLESS OTHERWISE NOTED
U R IN A L
V APOR BARRIER
VINYL COMPOSITION TILE
VERTICAL
VENT THRU ROOF
WIDE
WITH
WHERE APPLICABLE
WITHOUT
WA TER CLOSET
WID T H
WOOD
WINDOW
WIDE FLANGE
WA TERPROOFING
STEEL TEE -SHAPE DESIGNATION
WELDED WIRE FABRIC
T
T
T
T
LINE TYPES
(UNLESS OTHERWISE NOTED)
DIMENSIONING SYSTEM
(USED ON SMALL SCALE PLANS ONL Y)
- CONTINUOUS - NEW CONSTRUCTION
- - - -- - DASHED ON CONSTRUCTION PLANS/SHEETS -
HIDDEN ELEMENTS ABOVE, BELOW, OR BEYOND
II
L...J
NOMINAL
DIMENSIO~
GIVEN ON
PLAN 8"
ACTUAL~~%"
DIMENSIONEQ EQ
AS BUILT
./1
DIMENSIO~ VARIES
GIVEN t OF SEE PARTITION
WALL <VON) ~LTYPES
GYP 1..u",1 11 GYP
BD BD
~
IV
r-,
L...J
b
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1'-4"~
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& MO'S
ARE NOMINAL
f-- STRUCTURAL GRID LINES
MA TE:RIAL SYMBOLS
ARC~~ITECTURAL SHEET INDEX
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PREFIX BUILDING DESIGNATION
(IF APPLICABLE) r-
001 SUB BASEMENT
01 BASEMENT
101 FIRST FL
201 SECOND FL
---)8"'D 4'-0" f-- ALL DIMENSIONS TO
1'-' STRUCTURAL GRID
I ~ LINES ARE DOTS
-' < "'" ALL DIMENSIONS TO
NON-STRUCTURAL GRID
LINES ARE HASH MARKS
4"
i-'
-
~
EARTH, SOIL
GRAVEL
BRICK
CONCRETE BLOCK
PRECAST CONCRETE
CONC CAST IN PLACE
WOOD-BLOCKING
WOOD-FINISH
PLYWOOD
RIGID INSULATION
BLANKET INSULATION
STEEL
ALUMINUM
GROUT
CAULK
GLASS
STRUCTURAL STEEL
SHEET METAL, STEEL,
GLASS, WATERPROOFING
bo
, I ::;E
~l
b
I
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L..J
MOIRO
~E SCHEDULES l'
~ ACTUAL AS BUILT F-
MOIRO =
NOMINAL
MO GIVEN
ON PLAN +%"
2
--41
L-l
5'-4"
MO
~ 5'-0"
~
A
B
WINDOW OR LOUVER
OPENING IN PLAN
OPENINGS
USUALL Y LABELLED IN PLAN VIEW; HOWEVER, OPENINGS NOT SHOWN IN PLAN ARE LABELLED ON ELEVATIONS
-
D.-~~
/-
L--202A
-.--
~
SEQUENTIAL LETTER DESIGNATION
ASSIGNED TO EACH ADDITIONAL DOOR
LOUVER DESIGNATION
DOOR DESIGNATION
BUILDING DESIGNATION
r-
BUILDING DESIGNATION-
001 SUB BASEMENT
01 BASEMENT
101 FIRST FL
201 SECOND FL
ROOM NUMBER
-
W--202A
--
~
WINDOW DESIGNATION
---
BUILDING DESIGNATION-
ACCESSORIES & EQUIPMENT
SYMBOLS
~B4~
EQUIPMENT, LABORATORY
CASEWORK, OR ACCESSORY
SYMBOL AS NOTED
E
COLUMN TAG
& CENTER LINE
[6
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, OF STUD WALL (UON)
6 ".J 3' -4" ~
-I -, RO -,
l'~f
TYPICAL DOOR LOCATION
FOR STUD FRAMED WALLS
~
SEQUENTIAL LETTER DESIGNATION
ASSIGNED TO EACH ADDITIONAL LOUVER
ROOM NUMBER
SEQUENTIAL LETTER DESIGNATION
ASSIGNED TO EACH ADDITIONAL WINDOW
ROOM NUMBER
-0
ROOM NUMBER
A-1 ARCHITECTURAL SHEET INDEX, SYMBOLS,
GENERAL NOTES AND ABBREVIATIONS
A-2 ALUM BUILDING ELEVATIONS
A-3 DOOR SCHEDULE, HARDWARE SCHEDULE,
DOOR & FRAME TYPES, DOOR DETAILS, LOUVER
SCHEDULE, LOUVER TYPES AND DETAILS
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TYPE DESCRIPTION
PARTITION TYPE
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7-2
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FIRE RESISTANCE
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DESIGNA TION NUMBER ROOM NAME FINISH BASE DE TAIL FINISH FINISH HEIGHT NO
A-1OO TANK ROOM CONCRETE - - PAINT EXPOSED - -
ALUM BUILDING A-101 PUMP & EQUIPMENT ROOM CONCRETE PAINT SAT 9'-0" 1
- -
CDM
Camp Dresser & McKee Inc.
conIUttIg
~
tXJMfrr.IotIon
opwaI/(JnI
1715 North Westshore Blvd.. Suite 875
Tampa, FlorIda 33607
Tel: 813-281-2900
LIcense No. EB-0000020
I
NOTES
1. PROVIDE 10" BATT INSULATION BETWEEN RAFTERS ABOVE
SUSPENDED ACOUSTICAL TILES <REFER TO SPEC SECTION 07210)
GENERAL NOTES
PROVIDE CONCRETE HARDENER AND LIGHT BROOM FINISH AT
ALL EXPOSED CONCRETE FLOORS UNLESS OTHERWISE NOTED
SEE SRUCTURAL PLAN S-2 FOR ROOM LOCA TICNS AS DESIGNATED
ON FINISH SCHEDULE
CITY OF CLEARWATER
CLEARWATER, FLORIDA
ARICHITECTURAL ABBREVIATIONS,
GEENERAL NOTES, SHEET INDEX,
LE:GEND AND FINISH SCHEDULE
TOWN POND REHABiliTATION PROJECT
II
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JOHNSTONE REID JR.. R.A.
NO. 0010272
FL. CORPORATE ARCHITECTURE
NO. AA-0002781
PROJECT NO.
FILE NAME:
6349-26633
A-1
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DESIGNED BY:
DRAWN BY:
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M. ALFORD
J. REID
J. HICKLE
J. REID
JUL Y 2001
CDM
Camp Dresser & McKee Inc.
oontJUIIj)g
.~
COMItUctIon
opn/IonI
1715 North West shore Blvd.. Suite 875
Tampa, FlorIda 33607
Tel: 813-281-2900
Ltcense No. EB-0000020
SHEET CHK'D BY:
CROSS CHK'D BY:
REV.
NO.
REMARKS
APPROVED BY:
DATE:
CHKD
DATE DRWN
SPANISH TILE
MET AL ROOFING
ALUMINUM RAIN
GUTTER TYP.
FASCIA BOARD
TYP.
STUCCO MEDALLION
TYP.
STUCCO TYP.
COLOR "B"
4" X 4" ALUMINUM
DOWNSPOUT. TYP.
STUCCO TYP.
COLOR "A"
STUCCO RUSTICATION
JOINT TYP.
STUCCO ROLL
MOLDING. TYP.
COLOR "A"
STUCCO TYP.
COLOR "B"
CONCRETE STRUCTURE
SEE "s" DWGS
SPANISH TILE
MET AL ROOFING
5" ALUMINUM RAIN
GUTTER TYP.
STUCCO TYP.
COLOR "B"
STUCCO MEDALLION
TYP.
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STUCCO RUSTICATION
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STORMPROOF
LOUVER
4" X 4" ALUMINUM
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COLOR "A"
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COLOR "B"
CONCRETE STRUCTURE
SEE "S" DWGS
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4
CONCRETE STRUCTURE
SEE "S" DWGS
3/8" = 1'-0"
JOHNSTONE REID JR., R.A.
NO. 0010272
FL. CORPORATE ARCHITECTURE
NO. AA-0002781
CITY OF CLEARWATER
CLEARWATER, FLORIDA
TOWN POND REHABiliTATION PROJECT
ALUM BUllIDING
ELEVATIONS
PROJECT NO.
FILE NAME:
6349-26633
A-2
SHEET NO.
A-2
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DA-l01 3'-0" 7'-2" A ALUM SPEC A ALUM SPEC A/A3 B/A3 C/A3 2 1 HARDWARE PROVIDED BY DOOR
MANUF ACTURER
GENERAL NOTES.
SEE STRUCTURAL PLAN S-2 FOR
LOCATION OF DOORS AS
DESIGNA TED ON DOOR SCHEDULE
CLOSER
STOP KICK- NOTE NOTES
PLATE NO
YES YES 1. AT DOUBLE DOORS. PROVIDE KICKPLA TE AT EACH DOOR
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7~"
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GENERAL NOTES.
SEE SPECIFICATION 08710 FOR ADDITIONAL REQUIREMENTS
DOOR & FRAME
SEE DOOR SCHED
MORTISED
DOOR BOTTOM
THRESHOLD
FIN FLOOR
SEE FIN SCHED
ALUM DOOR FRAME
CORNER BEAD
ALUM DOOR
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8" CMU TYP.
3/4" STUCCO
CMU BOND BEAM
SEE "S" DWGS
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DRWN
CHKD
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ALUM DOOR
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DET AIL
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DESIGNED BY:
DRAWN BY:
CDM
REMARKS
APPROVED BY:
DATE:
J. REID
M. ALFORD
J. REID
J. HICKLE
J. REID
JUL Y 2001
SHEET CHK'D BY:
CROSS CHK'D BY:
00MuIItJg
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SCREENS
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CHAMFER
CORNER BEAD
SHIM, ROD AND
SEALANT EACH
SIDE
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8" eMU TYP
DET AIL
1 Y2" = 1'-0"
Camp Dresser & McKee Inc.
1715 North Westshore Blvd.. SuIte 875
Tampa. FlorIda 33607
Tel: 813-281-2900
LIcense No. EB-0000020
r
LOUVER TYPES
NTS
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SEE "S" DWGS
ROLL -UP DOOR
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ROLL -UP DOOR
r
TANK ROOM SHALL BE
OPEN TO DECK ABOVE
SEE ELECTRICAL
DRAWINGS FOR
LIGTHING LAYOUT
ACCOUSTICAL DROP
CEILING ~ 9'-0" AFF IN
PUMP AND EQUIPMENT
ROOM ONLY
REFLECTED CEILING
PLAN
YfJ" = 1'-0"
NOTES
NOTES
STORMPROOF GENERAL NOTES.
STORMPROOF SEE STRUCTURAL PLAN S-2
STORMPROOF FOR LOCATION OF LOUVERS
AS DESIGNATED ON LOUVER
SCHEDULE
LOUVER SIZE AS INDICA TED ON
SCHEDULE SHALL BE MASONRY
OPENING
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DET AIL
1 Y2" = 1'-0"
CITY OF CLEARWATER
CLEARWATER. FLORIDA
TOWN POND REHABiliTATION PROJECT
T
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3/4" PLYWOOD
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SP ANISH TILE
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EL 32.00'
.
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DOOR & FRAME TYPESp DOOR DETAilS,
lOUVER SCHEDULE, lOUVER TYPES AND DETAilS
~" = 1'-0"
4
JOHNSTONE REID JR., R.A.
NO. 0010272
FL. CORPORA TE ARCHITECTURE
NO. AA-0002781
PROJECT NO.
FILE NAME:
6349-26633
A-3
SHEET NO.
A-3'
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Camp Dresser & McKee Inc.
1715 North West shore Blvd., SuIte 875
Tampo, FlorIda 33607
Tel: 813-281-2900
Ucense No. EB-0000020
I
EXTEND SLAB REINF
TO 1 112" CLEAR
A T JOINT
- CONT REINF OR
LAP AS SHOWN
DET AIL
NTS
DESIGNED BY:
DRAWN BY:
D. FRIIS
B. CURTIS
D. FRIIS
J. HICKLE
T. VERWEY
JUL Y 2001
SHEET CHK'D BY:
CROSS CHK'D BY:
REMARKS
APPROVED BY:
DATE:
INITIAL CAST
CLASS "B"
CASE 1
TENSION LAP
j- SEE NOTE 1
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CITY OF CLEARWATER
CLEARWATER, FLORIDA
TOWN POND REHABiliTATION PROJECT
I
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2. SIZE & SPACING OF BAR TO MA TCH WALL/BEAM REINF
AS SHOWN ON DESIGN DWGS
3. FOR ADD BARS AT CORNERS AND INTERSECTIONS
SEE DESIGN DWGS
4. FOR DOWEL SIZE & SPACING SEE DESIGN DWGS
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PERMIT SET
TIMOTHY A. VERWEY
NO. 50947
PROJECT NO.
FILE NAME:
6349-26633
SD-1
STANDARD DETAilS
SHEET NO.
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6' -0" 2 1/4" 3/16" 1 3/16"
GRATING AND GRA TING SUPPORT
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DESIGNED BY:
DRAWN BY:
SHEET CHK'D BY:
CROSS CHK'D BY:
REMARKS
APPROVED BY:
DATE:
DATE DRWN CHKD
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DET AIL
NTS
D. FRIIS
B. CURTIS
D. FRIIS
J. HICKLE
T. VERWEY
JUL Y 2001
CDM
Camp Dresser & McKee Inc.
CITY OF CLEARWATER
CLEARWATER, FLORIDA
~
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DOnIttUDtJon
opnt/oM
1715 North Westshore Blvd.. Suite 875
Tampa, FlorIda 33607
Tel: 813-281-2900
Ltcense No. EB-0000020
TOWN POND REHABiliTATION PROJECT
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UNLESS OTHERWISE SHOWN ON DESIGN DWGS.
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TIMOTHY A. VERWEY
NO. 50947
PROJECT NO.
FILE NAME:
6349-26633
SD-2
SHEET NO.
SD-2
T
I
DESIGN CRITERIA
CODES:
- STANDARD BUILDING CODE (LATEST EDITION)
- SANITARY STRUCTURES: ACI 350R "CONCRETE SAN IT ARY EN-
GINEERING STRUCTURES"
- OTHER STRUCTURES: ACI 318 "BUILDING CODE REQUIREMENTS FOR
REINFORCED CONCRETE"
- AISC MANUAL OF STEEL CONSTRUCTION, NINTH EDITION
- ACI 530 "BUILDING CODE REQUIREMENTS FOR REINFORCED
MASONRY STRUCTURES."
DESIGN LIVE LOADS:
- PROCESS RELATED STRUCTURES:
PROCESS SLABS ON GRADE 200 PSF
-
SUPERIMPOSED DEADLOADS
- ROOFS AS NOTED
- FLOORS AS NOTED
WINDLOADS
- BASIC WIND SPEED 140 MPH
- DESIGN PRESSURES: PER SBCCI SECTION 1205 REQUIREMENTS
EARTHQUAKE
NA
CONCRETE 28-DAY STRENGTH
- COLUMNS, BEAMS, SLABS, WALLS, FOOTINGS
- MASONRY FILLED CELL GROUT
- PRESTRESSED ELEMENTS
4000 PSI
2500 PSI
5000 PSI
REINFORCING STEEL
- ALL BARS ASTM A615, GRADE 60
- WELDED WIRE FABRIC ASTM A185
STRUCTURAL STEEL
- ALL STRUCTURAL AND MISC. STEEL UNLESS NOTED: A36
- SHOP AND FIELD WELD: E70XX ELECTRODES
-
FOUNDA TIONS
- ALLOWABLE BEARING PRESSURE FOR SPREAD FOOTINGS OVER
SUBSURF ACE PREPARED AS PER SPECIFICATIONS: 1500 PSF
GENERAL CONDITIONS
ALL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH
THE MECHANICAL, CIVIL, ELECTRICAL, ARCHITECTURAL AND SHOP DRAWINGS
AND SPECIFICATIONS.
THE CONTRACTOR SHALL REVIEW AND VERIFY DIMENSIONS SHOWN IN ALL
PLANS AND REVIEW ALL FIELD CONDITIONS THAT MAY AFFECT THE IN-
ST ALL A TION OF THE FACILITY. SHOULD DISCREPANCIES APPEAR, THE
CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING TO OBTAIN
ENGINEER'S CLARIFICATION BEFORE COMMENCING WITH THE WORK.
FOR ALL ITEMS EMBEDDED IN OR PASSED THROUGH CONCRETE, THE CONTRAC-
TOR SHALL INITIALL Y REFER TO MECHANICAL, HEATING, AND VENTILATION
ORA WINGS FOR TYPE, SIZE, LOCATION, AND SPECIAL INST ALLA TION
REQUIREMENTS FOR THESE ITEMS.
THE CONTRACTOR SHALL TAKE ANY AND ALL NECESSARY MEASURES TO
PROTECT EXISTING STRUCTURES FROM DAMAGE WHEN WORKING IN AND
AROUND EXISTING STRUCTURES PERFORMING WORK SUCH AS DEMOLITION,
FOUNDATION EXCAVATION, AND OTHERS.
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SIZE AND LOCATION OF EQUIPMENT PADS AND ANCHOR BOL TS SHALL BE PER
EQUIPMENT MANUFACTURERS REQUIREMENTS.
-
ANY EQUIPMENT THAT MAY INDUCE VIBRATION TO THE STRUCTURE SHALL BE
ADEQUA TEL Y ISOLA TED FROM THE STRUCTURES.
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ALL DETAILS AND SECTIONS SHOWN ON THE ORA WINGS ARE INTENDED TO BE
TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION
ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS
SHOWN.
ST ANDARD DETAILS (SHOWN ON SOl AND SD2) APPLY TO ALL SIMILAR
SITUA TIONS ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.
CONCRETE
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ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE
WITH ACI 318 REQUIREMENTS.
ALL CONCRETE SHALL BE AIR-ENTRAINED WITH 4000 PSI COMPRESSIVE
STRENGTH AT 28 DAYS.
WATER REDUCING AGENT SHALL BE IN ACCORDANCE WITH ASTM C494.
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ALL CONCRETE SURFACES EXPOSED TO AIR, UNLESS OTHERWISE NOTED IN
SPECIFICA TIONS, SHALL BE TREATED WITH AN APPROPRIATE CURING COM-
POUND AS SOON AS CEMENT FINISHING IS COMPLETED OR FORMS ARE
REMOVED.
ALL EXPOSED CORNERS OF CONCRETE SHALL HAVE A MINIMUM CHAMFER OF
3/4" UNLESS OTHERWISE NOTED.
THE CONTRACTOR SHALL OBTAIN ENGINEER'S APPROVAL FOR THE LOCATION
OF CONSTRUCTION JOINTS THAT ARE NOT SHOWN ON THE DRAWINGS.
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REINFORCING STEEL
REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60 REQUIREMENTS.
ALL ACCESSORIES SHALL BE IN CONFORMANCE WITH ACI 315 REQUIREMENTS.
REINFORCING STEEL SHALL HAVE THE FOLLOWING CLEAR COVER UNLESS
OTHERWISE NOTED:
- CONCRETE CAST AGAINST EARTH
3"
- FORMED SURF ACES IN CONTACT WITH SOIL,
SEWAGE, WATER OR EXPOSED TO WEATHER
2"
- FORMED SURF ACES NOT EXPOSED TO WEATHER
OR IN CONTACT WITH SOIL:
- SLABS, WALLS, AND JOISTS
3/4"
- BEAMS AND COLUMNS
1 1/2"
LAP SPLICES SHALL BE AS SHOWN ON THE ORA WINGS. FOR LAP SPLICES
NOT SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL OBTAIN ENGINEERS
APPROV AL.
THE CONTRACTOR SHALL PREPARE PLACING DRAWINGS AND
SCHEDULES IN CONFORMANCE WITH ACI 315 REQUIREMENTS.
PRECAST PRESTRESSED CONSTRUCTION
ALL PRECAST PRESTRESSED MEMBERS SHALL BE DESIGNED BY A REGISTERED
PROFESSIONAL ENGINEER FOR THE SUPERIMPOSED LOADS SHOWN ON THE
DRA WINGS IN CONFORMANCE WITH THE REQUIREMENTS OF APPLICABLE
SPECIFICA TIONS. EQUIPMENT LOADS OR OTHER LOADING SUCH AS BRIDGE
CRANE SUPPORT LOADS SHALL BE CONSIDERED AS REQUIRED.
CONCRETE MASONRY
DESIGN CRITERIA:
- DESIGN COMPRESSIVE STRENGTH OF
MASONRY AT 28 DA YS f'm = 1500 PSI
- ALLOWABLE STEEL STRESS fs = 24,000 PSI
CONTINUOUS INSPECTION IS REQUIRED FOR ALL MASONRY WORK
ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE
WITH ORA WINGS AND SPECIFICATIONS AND:
- THE NATIONAL CONCRETE MASONRY ASSOCIATION "SPECIFICA-
TIONS FOR DESIGN AND CONSTRUCTION OF LOAD BEARING
STRUCTURES."
- ACI 530 "BUILDING CODE REQUIREMENTS FOR REINFORCED
MASONRY STRUCTURES."
MA TERIALS:
- BLOCK: CONFORM TO ASTM C90 - GRADE N, TYPE II TWO-
CELL, 8"x8"x16" (COMPRESSIVE STRENGTH, GROSS AREA
1000 PSI>
- MORTAR: CONFORM TO ASTM C270, TYPE S . MINIMUM COM-
PRESSIVE STRENGTH AT 28 DAYS - 1800 PSI
UTILIZE TYPE II CEMENT AND TYPE SLIME.
MASONRY CEMENT WILL NOT BE CONSIDERED.
- GROUT: CONFORM TO C476, COARSE GROUT. MINIMUM COM-
PRESSIVE STRENGTH AT 28 DAYS - 2500 PSI
- STEEL: DUR-O-W AL OR EQUAL LADDER TYPE JOINT REINFORCEMENT AT
EVERY THIRD COURSE (24" O.C') BOND BEAM AND FILLED
CELL REINFORCEMENT AS PER DRAWINGS (ASTM A615, GRADE 60).
CONSTRUCTION
- ALL FILLED CELLS AND COLUMNS SHALL BE POURED AT LEAST TWO (2)
HOURS PRIOR TO POURING LINTEL BLOCK OR TIE BEAMS.
- MAX. CONSTRUCTION HEIGHT OF MASONRY WALLS WITHOUT FILLED CELL
OR COLUMN POURS IS TO BE 8'-0". THE CONCRETE FOR FILLED CELLS
SHALL BE RODDED OR PUDDLED DURING PLACEMENT TO INSURE
COMPLETE FILLING TO THE BLOCK CORE.
- SEE STANDARD DETAILS AND ARCHITECTURAL ORA WINGS FOR LINTEL
REQUIREMENTS OVER OPENINGS.
- PROVIDE CLEAN OUT AND INSPECTION BLOCK OUTS IN CELLS
CONT AINING REINF.
FLOT A TION CONSIDER A TION
STRUCTURES WERE DESIGNED TO BE NON-BUOY ANT AFTER THE
STRUCTURE IS PLACED INTO SERVICE. THEREFORE, THE STRUCTURE
MA Y BE BUOY ANT DURING CONSTRUCTION. GENERAL CONTRACTOR
SHALL PROTECT ALL STRUCTURES (NEW AND EXISTING) FROM
FLOT A TION DURING CONSTRUCTION, REGARDLESS OF GROUND WATER
LEVELS, UNTIL STRUCTURES ARE PLACED IN OPERATION.
ABBREVIA TIONS:
AL
BLDG
BOT
CJ
CMU
CONC
CONST JT
CONT
DIA
DWG
EF
EJ
EL
EW
FF
FTG
HORIZ
HP
10
LP
ALUMINUM
BUILDING
BOTTOM
CONTROL JOINT
CONCRETE MASONRY UNIT
CONCRETE
CONSTRUCTION JOINT
CONTINUOUS
DIAMETER
DRAWING
EACH FACE
EXP ANSION JOINT
ELEV A TION
EACH WAY
FAR FACE
FOOTING
HORIZONT AL
HIGH POINT
INSIDE DIAMETER
LOW POINT
MAT'L
MAX
MIN
MISC
NF
NTS
OC
PLF
PROJ
PSF
PSI
SPECS
SS
STD
REINF
T&B
T/STRUCTURE
TYP
UN
VERT
WWF
MA TERIAL
MAXIMUM
MINIMUM
MISCELLANEOUS
NEAR FACE
NOT TO SCALE
ON CENTER
POUNDS PER LINEAR FOOT
PROJECTION
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE Il\JCH
SPECIFICA TIONS
ST AINLESS STEEL
STANDARD
REINFORCEMENT
TOP AND BOTTOM
TOP OF STRUCTURE
TYPICAL
UNLESS NOTED
VERTICAL
WELDED WIRE FABRIC
DESIGNED BY: D. FRIIS
DRAWN BY: B. CURTIS
SHEET CHK'D BY: D. FRIIS
CROSS CHK'D BY: J. HICKLE
APPROVED BY: T' VERWEY
DATE: JUL Y 2001
I
CDM
Camp Dresser & McKee Inc.
tXJttfMJIJn(J
~
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optftJ/oM
1715 North West shore Blvd., Suite 875
Tampa. Florida 33607
Tet: 813-281-2900
LIcense No. EB-0000020
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llRUCTURAL,/.LEGl;t:!D & SYMBOLS
~ STEEL
~ ALUMINUM
~CCC[Cct CHECKERED PLATE
~LLLLLLL
~"V~Ol>Xg-0ct
~83a~6P8 GRA VEL
o;Qq orORX~
I' ..': ,... .:. ,. .:' "j
..-:-'.' .,..' .. .... '.: GROUT
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. ~, ,~ '.', ".
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PRE CAST CONCRETE
CONCRETE MASONRY
SOLID FILLED
CONCRETE MASONRY
NOTE:
THESE ABBREVIATIONS ARE FOR
USE ON STRUCTURAL ORA WINGS ONLY
CITY OF CLEARWATER
CLEARWATER, FLORIDA
TOWN POND REHABiliTATION PROJECT
.
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STRUCT~RAL SH~ET INQfX
S-l STRUCTURAL GENERAL NOTES,
SHEET INDEX, LEGEND AND SYMBOLS
S-2 ALUM BUILDING
PLAN AND SECTIONS
S-3 ALUM BUILDING
ROOF PLANS AND DET AILS
5-4 ALUM BUILDING
ELEV A TIONS
5-5 POND HOPPER
PLAN, SEC TION, AND DET AILS
5-6 5TORMW A TER TREA TMENT STRUCTURE
PLANS, SECTIONS, AND DETAIL
S-7 SLUDGE PUMP V AUL T
PLANS AND SECTION
50-1 ST ANDARD DET AILS
SD-2 ST ANDARD DETAILS
PERMIT SET
STRUCTURAL
GENERAL NOTES, SHEET INDEX,
LEGEND AND SYMBOLS
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NO. 50947
PROJECT NO.
FILE NAME:
6349-26633
S-l
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24' -8"
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6'-4"
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CHEMICAL STORAGE BUILDING
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3'-10"
SECTION
SECTION
SECTION
1/2"=1' -0"
1/2"=1'-0"
1/2"=1'-0"
DESIGNED BY:
DRAWN BY:
D. FRIIS
B. CURTIS
D. FRIIS
J. HICKLE
T. VERWEY
JUL Y 2001
CDM
Camp Dresser & McKee Inc.
CITY OF CLEARWATER
CLEARWATER, FLORIDA
oomuIItJt1
.~
00tWnJctI0n
0(JfNafI0nII
SHEET CHK'D BY:
1715 North West shore Blvd., Suite 875
Tampo. Florida 33607
Tel: 813-281-2900
LIcense No. EB-0000020
CROSS CHK'D BY:
TOWN POND REHABiliTATION PROJECT
REMARKS
APPROVED BY:
DATE:
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WI 4000 PSI CONCRETE.
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NO. 50947
PROJECT NO.
FILE NAME:
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S-2
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DESIGNED BY:
DRAWN BY:
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B. CURTIS
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JUL Y 2001
CDM
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LIcense No. EB-0000020
TOWN POND REHABiliTATION PROJECT
SHEET CHK'D BY:
CROSS CHK'D BY:
REMARKS
APPROVED BY:
DATE:
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TRUSS MANUFACTURER SHALL DESIGN TRUSSES AND
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SUPERIMPOSED LOADS:
LL = 30 PSF
DL:
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FEL T = 1.0 PSF
ROOF TILE = 20.0 PSF
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CEMENT PLASTER = 10.0 PSF
BA TT INSULATION = 2.0 PSF
BASIC WIND SPEED = 140 MPH
WITH A USE FACTOR OF 1.15. SUBMIT DESIGN ANALYSIS
AND SHOP ORA WINGS SIGNED AND SEALED BY A FLORIDA
REGISTERED PROFESSIONAL ENGINEER FOR ENGINEER'S REVIEW
LUMBER SHALL BE 1 KD SP
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PANEL EDGES &
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6"
PERMIT SET
ALUM BUILDIING
ROOF PLANS AND DETAilS
TIMOTHY A. VERWEY
NO. 50947
PROJECT NO.
FILE NAME:
6349-26633
S-3
SHEET NO.
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REMARKS
D. FRIIS
B. CURTIS
D. FRIIS
CROSS CHK'D BY: J. HICKLE
APPROVED BY: T. VERWEY
JULY 2001
CDM
Camp Dresser & McKee Inc.
DESIGNED BY:
DRAWN BY:
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ELEVATION
TIMOTHY A. VERWEY
NO. 50947
3/8" = 1'-0"
PERMIT SET
CITY OF CLEARWATER
CLEARWATER, FLORIDA
PROJECT NO.
FILE NAME:
6349-26633
S-4
TOWN POND REHABiliTATION PROJECT
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NO. 50947
DATE DRWN CHKD
D. FRIIS
B. CURTIS
D. FRIIS
CROSS CHK'D BY: J. HICKLE
T. VERWEY
JULY 2001
CDM
6349-26633
S-5
CITY OF CLEARWATER
CLEARWATER, FLORIDA
DESIGNED BY:
Camp Dresser & McKee Inc.
PROJECT NO.
FILE NAME:
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SHEET CHK'D BY:
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PROJECT NO.
FILE NAME:
6349-26633
S-6
D. FRIIS
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PERMIT SET
TIMOTHY A. VERWEY
NO. 50947
1715 North Westshore Blvd.. Suite 875
Tampa, Florida 33607
Tet: 813-281-2900
LIcense No. EB-0000020
CITY OF CLEARWATER
CLEARWATER, FLORIDA
6349-26633
S-7
PROJECT NO.
FILE NAME:
SLUDGE PUMP VAULT
PLANS AND SECTION
TOWN POND REHABiliTATION PROJECT
SHEET NO.
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REMARKS
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DESIGNED BY:
DRAWN BY:
SHEET CHK'D BY:
CROSS CHK'D BY:
APPROVED BY:
DATE:
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L. SICONA
L. SICONA
C. NIFORA TOS
J. GOLDBACH
J. HICKLE
JUL Y 2001
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OVERHEAD POWER
ON PARK STREET
TO BE REMOVED
EXISTING SANITARY
SEWER AND MANHOLES
ON PARK STREET
TO REMAIN
FN&D PLS 62
O,14'S,O,5'"E
o
40'11
~
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~SMH
N RIM = 25.02'
IE NE = 22,00', 4-" VCP
IE E = 20,46', 10" 'jCP
IE SE = 20.52', 6" VCP
IE W = 20.43', 10" VCP
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EXISTING SANITARY
SEWER MANHOLE
SM~L If'
N iU'~e-u-V€ P W - INV
IE ~JE = 21,57', 6" VCP
IE E = 21,05', 8" VCP
IE S = 21.24', 8" VCP
IE W = 21,14', 8" VCP
FCM 4",4' ________ F / -1'2' 0, 'E
PETERSON 3889
0,17'5, 0,31''11
VACANT
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30' ASPH PA\~MEl<r
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S R!W PIERCE ST,
EXISTING
SW-48" RCP & W-36" RCP
TO BE PLUGGED
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N RIM = 24,04'
IE N =G~, . r\1 PLUG
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IE =Ii, h'{ W.M.
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BUILDING DEMOLITION
"A"
EL= 27,58'
RAILROAD SPIKE
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CDM
Camp Dresser & McKee Inc.
CITY OF CLEARWATER
CLEARWATER, FLORIDA
rJOnIUIhg
<<'(IhMtJg
DOMltfldlon
opnI/tJn8
1715 North Westshore Bvld. Suite 875
Tampa. Florida 33607
Tel: 813-281-2900
LIcense Fi COA No. EB-0000020
TOWN POND REHABiliTATION PROJECT
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J '~ 'i' 5,Q8'(L,F) 323'(L,F) CONSTRUCTION LIMITS
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SAW CUT CURB AND 6~Tw~OC~~rJ AHV/;OR~OTL) ~~~~173"1 P S I_R=2.0, P V~
y~ ~~/- EXISTING PAVEMENT
J) BE REMOVED
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LIMITS OF DEMO _ 'J. ~ ' 0 ~ PC /0 /v ::'7.%(~
WORK I\~~~~ ~~~':L/ E :/:
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00"'''' 0 'd .~f~~~;0~~~~2Y~~~A/~4~i~~~ ~~NRlMDMH6CLF 3OO.00(P3e)
~ '" ~~ l?z~ <' INY El-13.4' WATERMAIN WERE APPLICABLE ~ ~f'/ t/ E/P, 4,6'E
j ~ I EXISTING CONCRETE W !
WATER MAIN ;:; ..,,~ V - TO BE REMOVED FLUME TO REMAIN 10' I /
_ EXISTING 36" RCP
26' FROM fo.p. ;;v ~l SEAWALL TO BE TO REMOVED CONC S/W ABOVE FlUMEJ' / ; /. g ';?
I / jj REMOVED mp) ~~. ~ d
~ ~/' ~/ EXISTING PUMP ALL TREES ~t<) / :s; z>
W V / AROUND EXISTING I ~ cr: if
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f/') r / I 16.5' ELECTRIC OISTRIBU nON - V /1 ~ i-- W
V; / /' EASEMENT PER CR 741, PO 601S V / ~
~. V V / 10' ADDIDON,AL R!W '/ ~
~ / ~ SEE EASEMENTS!RIGHT-OF-WAY 5 ~ ~ 0' R!W(P3)
SEA\a;.t~ BE ~v
)/ j SEAWALL TO BE SAW /Uj
/ ~ FCM 4" .:'PIN FIELD MONLJMENTED UNE(rGYT AND REMOVED, . ~ ~
/ ~ 1073' , 0,57''11 (SEE BOLJNDARY INCONSISTENCIES 7 ~ !Y' /1 /
!~~~ O~~6~~~/&~~
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IFN=2078'8"vcpL Vk/:(/Y//~//~/ '//T/////~y///V/Av/ ' '~~ v> I.
,E- NE = 20:96': 4" VCP / / ./ ,%,: ~~,?r'N/ / h9~lcdiF\A / / / '/ / / / / /"17A'mx C')14C J1'I'.~;w.MoA / / / V / FN6/, oT '1'1 / ~v " ~ Sf I
FRANI<LI~~ STREET(F) IE SE = 20,79' 6" VCP 0 ~~\l\/- , 12- '. / A 1). I /, 1/'"
@ ~. I. ''-----.c... -4 i../ 9' 30" (01 B = 2 ~ , 3 T. V / /:
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FOR CANOPY riY#'h PH ' ~,/
SUPPORT ~Y/, ':/;Y
F ELD MONLJfAENTED LlNE(TYP) , , E - ''II I ~.
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POB(O) -'P S 1097,F) 21799(C,F) ~ ~ ~ i S89'S7"2'W(C,F) / S38N 08e'~ K%;k./Y~ v A H EN (, 1) /V d / / /7LLn FIR 1/2" K1WON
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,.. IE E = 27,84', 8" VCP
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CONC s/w 19,50'(C)--::::::--~ ~ -';:ilI ~- e
60HW ,'O'--1'.sdH Cf>-____
os CONC CURB E/P 14,8'5 I \ N RI~1 = 30.85'
~ iE N 27,67', 8" VCP
I ~ ~~IE S 27.67', 8" VCP
lE IE E 27,85', 8" VCP
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DEMOLITION PLAN
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SITE DEMO AREA
EXISTING SANITARY SEWER
EXISTING WA TERMAIN
EXISTING STORMWA TER PIPE
CLEAR & GRUBB SITE PREPARATION
BARRICADE
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JOSEPH E. HICKLE, JR, P.E.
FLORIDA REGISTERED
PROFESSIONAL ENGINEER
NO. 38925
PROJECT NO.
FILE NAME:
SHEET NO.
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LIMITS OF CONSTR CTIO
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SSE = 13.87', 36" RCP
WNW = 13,92', 36" RCP
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GE= 22,39'
IE E = 20,52', 12" C!vIP S/W
IE N = 20,54', 12"X18" RCP
IE IN = 20.41', 12"X18" RCP
IE S = 20,62', 6" VCP
Em
~ B-3
EL = 24,1'
8-4
EL = 24.2'
/9
CONC
SMH S/W
N RIM = 23,50
IE NE = 19,82', 6" VCP
IE E = 19,57', 10" VCP
IE S = 19,72', 6" VCP
IE W = 19,58', 10" vcP
Gi
GE=22,81 '
iE N = 20,97', 12" CMP
DMH
RiM EL=23.29'
IE S = 20,92', 6" VCP
IE E = 20,85', 12" CMP
IE W = 20,92', 12" CMP
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['HJ
~ 8-5
EL = 23,6'
'0
CI _______
N RIIv1 = 23,99'
:E N = 21,45', 12"X17" RCP
'E S = 2026', 18" RCP 0.
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N RIM = 23,89'
IE E = 20.44', 8" VCP
IE SW = 20.45', 8" VCP
~
8-6
EL = 24,2'
GI
GE = 23,89'
iE N = 21,54', 4" PVC
E S = 21,25', 1)"X18" ECMP
CONC S/W
PIERCE STREET
30' ASPH PAVEMENT
CONC S/W
-'--==w-~
r-....
CONC S/W
~ 8-7
'<-0 EL = 22,8'
o .,-,-1,C^lIDE SEAWALL CAP TYP
CONC y
FLUME
DESIGNED BY:
DRAWN BY:
SHEET CHK'D BY:
CROSS CHK'D BY:
APPROVED BY:
DATE:
L. SICONA
LLSI~A
C. NIFORA TOS
J. GOLDBACH
J. HICKLE
JUL Y 2001
B
--;-
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D 4' eLF
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F
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FACE OF SEA ALL (TYP)
--------
(;.t,)
+
[ - I. 4 01
+
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[ - I. 901
5
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BOTTOM EL = 16,3' 1,0:1'1
FACE OF SEAWAL (TYP)
,7' \VIDE SEAWALL CAP (TYrC
CONC S W
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REMARKS
CDM
Camp Dresser & McKee Inc.
~
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COttIIINctIon
opnt/on8
1715 North Westshore Bvld. Suite 875
Tampa. Florida 33607
Tel: 813-281-2900
License FI COA No. EB-0000020
TOWN POND REHABiliTATION PROJECT
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WATER EL = 156' W
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+ FLUME
4 N89'10'06"E 227,55' 5:
[-2.301 w
CONC S/W
~
CITY OF CLEARWATER
CLEARWATER, FLORIDA
T
LOT 1
PARK STREET
LOT 1
LIMITS OF CONSTRUCTION
CONe S/W
PIERCE STREET
30' ASPH PAVEMENT
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STEEL
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8-9
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LIMITS OF CONSTRUCTION
~ SOIL BORING
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SOUNDING LOCA TrON
[ESTIMA TED SEDIMENT THICKNESS1
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SEDIMENT SAMPLE LOCATION
(MEASURED SEDIMENT THICKNESS)
GRID DESIGNATION
B
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ESTIMA TED SEDIMENT THICKNESS
osdf
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1. SEDIMENT SAMPLES SB-1 & SB-2 WERE COLLECTED FROM
THE DETENTION POND IN FEBRUARY 2000 FROM THE
NORTHWEST PORTION OF GRID A 1 AND THE NORTHEAST
PORTION OF GRID G1. RESPECTIVELY.
2. ADDITIONAL SEDIMENT SAMPLES WERE COLLECTED FROM
THE DETENTION POND IN JULY 2001 FROM THE CENTER OF
GRIDS A4. B2. C5. 01. 03 AND F2.
3. WATER DEPTH SOUNDINGS WERE OBTAINED AT THE CENTER
OF EACH GRID IN THE DETENTION POND IN ORDER TO ASSIST IN
ESTIMA TING THE THICKNESS OF SEDIMENT.
4. LABORATORY ANALYTICAL RESULTS OF THE SEDIMENT
SAMPLES COLLECTED FROM THE DETENTION POND ARE
SUMMARIZED IN TECHNICAL SPECIAL PROVISIONS SECTION
13700. THE RESULTS SUGGEST THAT ONCE THE SEDIMENTS
HA VE BEEN EXCA V A TED. THEY WILL HAVE TO BE HANDLED AS
NON-HAZARDOUS PETROLEUM CONT AMINA TED MATERIAL AND
DISPOSED OF AT AN APPROVED LANDFILL SITE IN ACCORDANCE
WITH APPLICABLE REGULATIONS.
5. SEDIMENT SAMPLES COLLECTED FROM GRIDS A4. B2. AND
F2 WERE ANALYZED FOR HAZARDOUS WASTE TOXICITY
CHARACTERISTICS. ALTHOUGH ALL PARAMETERS ANALYZED
WERE NOT DETECTED ABOVE METHOD DETECTION LIMITS. IT
MA Y BE NECESSARY FOR THE CONTRACTOR TO COLLECT AND
ANAL YZE ADDITIONAL SEDIMENT SAMPLES PRIOR TO BEING
ABLE TO ARRANGE FOR SEDIMENT DISPOSAL.
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A. II '-b0> RECONSTRUCT EXISTING INLET
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SIGNAL CONDUIT ~'I III OF 24" RCP
INSTALL 146 LF ~ATCHLINE SEE SHEET C 5 ~ EXISTING MANHOLE TO BE
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W. INV EL 15.0 E. INV EL 15.0 @
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N INV EL 19.19 EXISTING PIPES TO BE CD-l
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INV EL N = 22.25
PIPE TO MATCH EXISTING INV.
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A 15" MIN CLEARANCE BETWEEN
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1. POND SIDE SLOPES TO BE SODDED
TO THE NORMAL WATER ELEVATION.
2. CONTRACTOR TO MATCH EXISTING
GRADE AT LIMITS OF CONSTRUCTION
AND BACK OF CURBS.
-? -?v
~~ '6'6'
<5'
JOSEPH E. HICKLE. JR. P.E.
FLORIDA REGISTERED
PROFESSIONAL ENGINEER
NO. 38925
DESIGNED BY:
DRAWN BY:
SHEET CHK'D BY:
CROSS CHK/D BY:
APPROVED BY:
DATE:
L. SICONA
L. SICONA
C. NIFORA TOS
J. GOLDBACH
J. HICKLE
JUL Y 2001
CDM
6349-26633
cstplpOc2.dwg
CITY OF CLEARWATER
CLEARWATER, FLORIDA
Camp Dresser & McKee Inc.
PROJECT NO.
FILE NAME:
00I'161UIIht1
tIIJ(JIwttJg
contIttUctJon
opnI/oM
1715 North West shore Bvld. Suite 875
Tampa. Florida 33607
Tel: 813-281-2900
LIcense FI COA No. EB-0000020
PAVING, GRADING, AND DRAINAGE
IMPROVEMENT PLAN
TOWN POND REHABiliTATION PROJECT
SHEET NO.
c-4
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INSTALL NEW
~ANHOLE SWM-2
(TYP)
CD-1 RIM INV EL 27.8
S. INV EL 20.4
E. INV EL 20.5
1:-:.:-:-:.:- :-:-: -:':-:. j SIDEWALK REPLACEMENT
---- PROPOSED STORMWA TER PIPE
-.. -"-- PROPOSED SANITARY SEWER LINE
PROPOSED W A TERMAIN
-------- PROPOSED UTILITY LINES
----- EXISTING W A TERMAIN
3 3 EXISTING SANITARY SEWER
LIMITS OF CONSTRUCTION ,,",
G G EXISTING GAS LINE
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INST ALL 42"
R
EXISTING MANHOLE
S. INV EL 22.8
~
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SCALE 1"=20'
s
SMH
N RIM = 25.02'
IE NE = 22.00', 4" VCP
IE E = 20.46', 10" VCP
IE SE = 20.52', 6" VCP
IE W = 20.43', 10" VCP
N 5315.6417
E 5330.6338
LEGEND
N 52 1.9595
E 53 4.6221
EXISTING SANITARY
SEWER LINE
REPLACE EXISTING
@ DRAINAGE INLET WITH
CD NEW STRUCTURE, AND
-3 INSTALL 42" RCP
RIM INV EL 31.5
N. INV EL 22.7
S. INV EL 22.6
APPROXIMATE LOCATION
OF EXISTING GAS LINE
CONTRACTOR TO FIELD VERIFY
BEFORE CONSTRUCTION
N 5222.5395
E 5360.1072
r~
EXSISTING
CURB TO REMAIN
IF POSSIBLE
INSTALL 187 LF
OF 42" RCP
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LIMITS OF CONSTRUCTION
INSTALL NEW
@MANHOLE SWM-l
CD-l RIM INV EL 31.3
W. INV EL 20.7
N. INV EL 22.3
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30.70
INSTALL 154 LF
OF 42" RCP
N 5105.2915
E 5171.3793
@ @ PROPOSED ALUM BUILDING
WITH 6000 GAL ALUM
M-1 -2.3. TANK. PUMP, AND CONTROLS.
R= 15'
6' elF
---------~-----~------~--- --------
N 5105. 915
E 5324.6221
.
::;:F
12' ASPHALT DRIVEWAY
~
@ INSTALL 132 LF
CD 2 OF 42" RCP
- (TYP)
15'x3' CONCR E
DRIVE-WAY
SLAB EL 31.
EXISTING SIDEWALK
TO REMAIN
~
...
EXISTING SIGN
TO BE RELOCATE
20' WEST
--- . .
.....
CONC S/W
R= 20.0'
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. eLl
\
52'(TYP)
ALUM
S -r'R E E 1 NEW CURB
EXISTING 6" PVC
WA TERMAIN
TAP XISTING 6" W.M.
WI 4' TAPPING VALVE
& SL EVE
SMH
TBM # :3
N RIM = 30.85'
N 5020.3028
E 5346.2395
~N = 27...~_8" VCP
E S = 27.67', 8" VCP
D IE E = 27.65', 8" VCP
SIDEWALK @
REPLACEMENT H
(TYP) CD-3
30'
I
EXIS ING WEST 30'
RCP 0 BE REPLA ED
WI 4 " RCP
W. IN EL 18.0
PAVE:MENT
IF
--------~-----------------
"
INSTALL 148 LF
OF 42" RCP
E. INV EL 18.0
W. INV EL 17.8
DESIGNED BY:
DRAWN BY:
SHEET CHK'D BY:
CROSS CHK'D BY:
APPROVED BY:
DATE:
L. SICONA
L. SICONA
C. NIFORA TOS
J. GOLDBACH
J. HICKLE
JUL Y 2001
CHKD
REMARKS
N 4973.1951
E 5171.3793
CI
B
FCM 4"X4"
W /NAIL
N 4970.4668
E 5316.5309
INSTALL 146 LF
OF 72" RCP
W. INV EL 15.0
E INV EL 17.7
LL
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~ INSTALL NEW
MANHOLE SWM-3
RIM INV EL 28.0 @
N. INV EL 19.0 CD-1
E. INV EL 17.8
W. INV EL 17.7
CDM
CITY OF CLEARWATER
CLEARWATER, FLORIDA
Camp Dresser & McKee Inc.
ALUM BUilDING,
HORIZONTAL & VERTICAL CONTROLS,
AND DRAINAGE IMPROVEMENT PLAN
COMUIhg
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confIINotIon
opnI/ontI
1715 North Westshore Bvld. Suite 875
Tampa. Florida 33607
Tel: 813-281-2900
License FI COA No. EB-0000020
TOWN POND REHABiliTATION PROJECT
",'
2
3
,,....~ .
JOSEPH E. HICKLE. JR, P.E.
FLORIDA REGISTERED
PROFESSIONAL ENGINEER
NO. 38925
DATE
PROJECT NO.
FILE NAME:
6349-26633
cstplpOc2.dwg
SHEET NO.
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NO.
DATE
DRWN
CHKD
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GAS
8l0WOFF
EXISTING 6" PVC
WA TERMAIN
DRINKING FOUNTAIN
~
ANKLlN STREET
@
PRECAST CONCRETE
TEMPORARY BARRIER
WALL FDOT # 415 TO
REMAIN PROPERTY
OF OWNER
E/P-ll,4'S
NEW WATER SER ICE
CONNECTION TO XISTING
W A TERMAIN W / 1 1/2"
TAPPING SADDLE
LEGEND
INST J\LL NEW
SMH-l AND TIE-IN @
EXISTING 10 VCP PIPE D
RIM EL 24.0 CD-l
SE INV EL 20.0
N 5324.9589
22.9463
_.e_.._
SMH
N RIM = 3221'
IE S '" 27,07', 8" VCP
IE N = 27,09', 8" \lCP
IE E = 27,02', 8" VCP
IE W = 27,01', 12" \lCP
--~--
,9.
PARK STRFET
PARK STREET
@
@
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RIM - 23,12
E S = 19,04', 8" VCP
I E NV" = 19,09, 8" VCP
S~1H
N RlfA - 23,39'
IE E '" 18.70', 10" VCP
IE SE '" 1885', 8" VCP
IE W '" 18,72', 10" VCP
IE NW = 19,11', 4" VCP
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N RIM = 25,02'
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IE SE '" 20,52 6"\7CR
IE W = 20.43', 10" vcr
A
INST^LL NEW
111 LF OF 8" PVC
SE INV EL 20.65
NW INV EL 20.00
OPEN CUT STREET
AND INSTALL 42"
RCP
INST ALL NEW
SMH-2 @
RIM EL 24.5 0
SE INV EL 20.75 CD-l
NE INV WL 20.65
N 5225.2111
E 4972.2975
STEEL I
u /P , ...,
EWING AVE PAVEMENT
TO BE RESTORED WHERE
CUT FOR INSTALLATION
OF NEW SANITARY SEWER
SWM-3
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INSTALL 203 LF
OF 8" PVC
S INV EL 21.14
N INV EL 20.75
6" PVC
SL UDGE PUM
SUCTION LIN
/
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PROPOSED
1-1 1/2" SCH 80 PVC ALUM
I-FLOWMETER SIGNAL
CONDUIT (SEE ELECTRICAr
1-3/4" GAL V IRON AIR PIP .
6' elF
PRECAST CONCRETE
TEMPORARY BARRIER
WALL FDOT # 415
TO REMAIN PROPERTY
OF OWNER
t:J
SWM-2
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ALUM
BUILDING
F'
~,25W
REMOVE 228
LF OF EXISTING
8" VCP
PLUG EXISTING
WEST 8" VCP PIPE
- INSTALL NEW
8" PVC PIPE
NW INV EL 21.14
85,50'(F)
14-5.00'(F)
---------
---------
---------
SANITARY SERVICE
TO BLDG. CONNECT TO@
EXISTING MANHOLE @
INV. EL =28.30 CD-l
OPEN CUT STREET
SEE SHEET M-l
FLOW METER VA
~~ EXISTING 6" t't
~ = 21,57~"I7CA I.
IE E = 21.05', 8" vcr r PVC WA TERMAIN II,
IE S = 2124', 8" VCP I,
iE IN = 21.14', 8" vep 1,1
r"
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4 SWM-4. OPEN CUT PIEJIU;~4~s STRErT ~
STREET ~~ L
I~ ASPH PAvrMENT
= == -=- -=.. -=- -=.. -=- -=.. -=- -=- -=- -=- -=- ~
.------ --~
() () () () ~--<'-
6' elF
D
_ SMH
N RitA = 30,85'
IE N = 27,67', 8" vep
IE S = 27,67', 8" VCP
ITAp27EXISrrNG 6" WATER@
MAIN WITH 9" TAPPING CD-1
( ~LVCAND SLEEVE
4" PVC (C900)
(FIRE SERVICE)
"-"-"-"-"-"-
- ~ -=- @ --@l
@
@
2" X 3/4" TEE
2" GA TE VALUE
AND BOX
~ STORMWATER TREATMENT
\!:9 STRUCTURE (S-1)
@ RELOCATED
HYDRANT AND VALVE
CD-1 N 4941.7791
E 4978.7877
PEN CUT STREET
o INSTALL NEW
NHOLE SWM-5
QMrIPE
N RitA = 2404'
IE N = 21,62', 8" VCP
~: - 21,86 6 VCR
IE S = 22.32', 8" VCP
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REMOVE 434 LF
OF EXISTING 6"
C.I. W A TERMAIN
PRECAST CONCRETE
TEMPORARY BARRIER
W ALL FOOT tI 415
TO BE REMOVED AFTER
CONSTRUCTION
r--T~
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PROPOSE~
POND r.OrB
I
PROPOSED POND
T.O.B.
4' CIJ'
PROPERTY
BOUNDARY
'..., TEEl
/P
"'- PROPOSED CONSTRUCTION
LIMITS
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PREVENTER CD-1 CD-l
DRINKING FOUNTAIN
3/4" SCH 80 PVC
E/P- 3,4'W
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S(W-1.1'W I
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4" IRRIGATION WELL
WITH PUMP
E/P-12,Q'S
F /T-12.5'S
E/P-I 0" 's
F /T -10, 5'S
F /T 5.0'N,
0,0''11
DESIGNED BY:
DRAWN BY:
SHEET CHK'D BY:
CROSS CHK'D BY:
APPROVED BY:
DATE:
L. SICONA
L. SICONA
C. NIFORA TOS
J. GOLDBACH
J. HICKLE
JUL Y 2001
CDM
Camp Dresser & McKee Inc.
CITY OF CLEARWATER
CLEARWATER, FLORIDA
==
~
1715 North Westshore Bvld, Suite 875
Tampa, FlorIda 33607
Tel: 813-281-2900
License Fl COA No. EB-0000020
TOWN POND REHABilITATION PROJECT
UTiliTY PLAN
s
PROPOSED STORMW A TER PIPE
PROPOSED SANITARY SEWER LINE
PROPOSED W A TERMAIN
PROPOSED UTILITY LINES
EXISTING WA TERMAIN
EXISTING SANITARY SEWER
PROPOSED SLUDGE FORCEMAIN
SLUDGE RETURN LINE
LIMITS OF CONSTRUCTION
EXISTING STORMW A TER PIPE
BARRICADE
JOSEPH E. HICKLE, JR. P.E.
FLORIDA REGISTERED
PROFESSIONAL ENGINEER
NO. 38925
PROJECT NO.
FILE NAME:
~
~
SCALE 1"=50'
4
DATE
6349-26633
cstptpOcl.dwg
SHEET NO.
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20.0
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REV.
NO.
DATE DRWN CHKD
0.00 80.00 160.00 240.00 320.00 400.00 480.00
CROSS SECTION
PROPOSED 10' SECTION
CONCRETE SIDEWALK
~
VER 1"=10'
HOR 1"=40'
EXISTING
25.00 ~ GRADE
I
25.00
20.0 r N.W EL 5.5
I 20.0
15.0 I
--~-
15.0
10.0 i EL 1 .00
10.0
5.0
5.0
0.0 2
0.0
-5.0
-5.0
-10.0
80.00 160.00 240.00 320.00 400.00 -10.0
80.00 160.00 240.00 320.00 400.00
CROSS SECTION
CROSS SECTION
PROPOSED 10' SECTION
CONCRETE SIDEWALK SECTION
EXISTING VER 1"=10' EXISTING
GRADE HOR 1"=40' GRADE VER 1"=10'
HOR 1"=40'
T
T
EXISTING
GRADE
PROPOSED 10'
CONCRETE SIDEWALK <TYP)
25.00
20.0
POND BOTTOM
F- sour CELL
t (T.5-
N. W EL 15.5
15.0
SZ- _ ~TH~LL
10.0
5.0
25.00
POND BOTTOM
NORTH CELL
EL 2.0
NORTH CE L
.W EL 15.5
N.W EL 15 5
20.0
-~.
15.0
SOU TH CELL
10.0
5.0
0.00
80.00
160.00
320.00
720.00
240.00
400.00
480.00
560.00
640.00
CROSS SECTION
SECTION
PROPOSED SIDEWALK
VER 1"=10'
HOR 1"=40'
r- <TYP)
0
i I r EXISTlN(;
G R A Df-
(J ---........
I '~ ,
d ~ ~--
- N.W r-L 15.5
I '" --1--- ~
~
r ~ - 4-- - -,- - -- -.-- ~-- -~-- ~--- --- --- --....... ---- ---
~l -::' I ------ ...--
I PiOND BOTTOM r
I - SOUTH CELL SOUTH CELL NORTH CELL I
r I c:c: / ---- ~ I
I I ~;'- "".v / -------- ~
I i I
r I
i I
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0.00
80.00
320.00
800.00
160.00
240.00
400.00
480.00
550.00
640.00
720.00
CROSS SECTION
SECTION
VER 1"=10'
HOR 1"=40'
REMARKS
DESIGNED BY:
DRAWN BY:
SHEET CHK'D BY:
CROSS CHK'D BY:
APPROVED BY:
DATE:
L. SICONA
LLS IOO}OOA
C. NIFORA TOS
J. GOLDBACH
J. HICKLE
JUL Y 2001
CDM Camp Dresser & McKee Inc.
CITY OF CLEARWATER
CLEARWATER, FLORIDA
-= 1715 North Westshore Bvld. Suite 875
oontJIrucIJon Tampa. Florida 33607
op<<aI/ons Tel: 813-281-2900
License Ft COA No. EB-0000020
-TOWN POND REHABiliTATION PROJECT
POND CROSS SECTIONS
""
3
~-
4
JOSEPH E. HICKLE. JR, P.E.
FLORIDA REGISTERED
PROFESSIONAL ENGINEER
NO. 38925
DATE
PROJECT NO.
FILE NAME:
6349-26633
cstplpOc6.dwg
SHEET NO.
0.7