1400 GARDEN AVE NSFAL•.
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99'y�rEP.E`o�
CITY OF CLEARWATER - PLANNING & DEVELOPMENT SERVICES
TREE REMOVAL PERMIT
NAME OF OWNER i✓1 i ' i 1L)S_ rvlv1, v,'c es ..l tic=.
OWNER'S ADDRESS IyG G
PHONE 3/ ya - �a
SITE ADDRESS qbO / C�-/i k-JU A, J-e_ c_i �'J
LOCATION OF TREE(S) 6N LOT
SPECIES AND NUMBE OF TR E(S)
, ,1 c.. L4nertx5 r eL,e :y.eP,z
TO APPLICANT: A non- refundable' fee of $15.00 for up to five trees to
be removed, plus $3,00 for every tree above 5 to be
removed is required. p,
It
NO.: r�15,�co 1 -00/ (0 6
REASON FOR REMOVAL:
Construction
• Permit #
• See "A" below
,> Hazardous
0 Declining
❑ Dead
❑ Other (Specify)
Fee Recd. $
Receipt #
A) CONSTRUCTION Date
1. For new construction, additions or other modifications of a property which involve the removal of a protected tree(s),
a site plan is required. This site plan must hav a.minirnum "scale of 1 " =20' for singl
e' e family lots, or 1 " =50' for all others. The
site plan must include: -
a. Major Changes of Grade f. Proposed Number of Parking Spaces j. All Protected Trees Including:
b. Structure Locations g. Proposed Underground Utilities (i.) Diameter of 4.5' above grade (DBH)
c, Driveways and Walks h. Zoning Setbacks (ii.) Surveyed Location
d. Parking Arrangement I. All easements and Rights -of -Way (iii.) Species
e. Required Number of Parking Spaces (iv,) Diseased or Insect Infested Trees
k. Tree Barricade Detail & Locations
2. Protective barriers are required around all trees remaining on site during construction. These barricades must remain
intact during construction. The barriers must meet City Specifications.
B) REPLACEMENTS
1. Tree replacement minimum standards: 12' overall height, 4" caliper, Florida Grade #1. See inspectors note below to
determine the number of replacement trees required. Replacements required within 30 days.
I hereby certify that as property owner or as representative of the property owner, I have verified that the tree(s) sought
to be removed is wholly on property owned by the above - identified property owner, and should it be determined that
the tree(s) are located wholly or partially on property owned by some other person, then, I agree to hold the City of
Clearwater harmless in any claim made for wrongful removal of such tree(s). I hereby certify that this application together
with any plans submitted is a true representation of all facts concerning the proposed removal of the tree(s). Any deviation
from the permit issued shall render it null and void and be considered a violation of the Community Development Code.
Sidn-6ture'of owner or applicant Printed Name
Address Agency Representing (If Not Owner)
FL � i�� ; 7a7- 7Fs`�-,; 727- 7_,V 7
City State Zip Phone Fax
DO NOT WRITE BELOW THIS LINE - Not Valid Until Signed By City Manaaer or his Designated Agent
6-A_
Required Replacement Trees:
Applicable Code Section:
Based on the Inspector's comments and information submitted, the above removal application is:
❑ Approved as Submitted Approved- Modified as Noted Above ❑ Denied
Signed:- ,J 1.. erg` �� -- Date:
Community`Development Coordinator or Designee /Inspector '
1362.0001 -GC White - Planning & Development Services Yellow - Applicant Rev. 11-00
�ySEKL#1 APPLICATION FOR LAND CLEARING & GRUBBING PERMIT
CITY OF CLEARWATER
TEW, PLANNING & DEVELOPMENT SERVICES
One City. One Future. (727) 562 -4741 DATE
I�z' RECEIPT N0,
A non- refundable,filing fee of $10,,00;is reCldired. Permit applicable for 6 months from date of approval,
In accordance with the Community Development Code, I hereby apply for permit to land clear and /or grub the
property described below. // '� ]] / /� , ,
1. Location of Property:/ i��G'S"(V1 CJ4ADelIj ATVE C(,ee ( t�t+'r° 3
2. Project Name: �ij('.,t �� �,� �cx �e I- oo- Ce"ML'A')' �;, sey%/c C C-s
3. Purpose of clearing and /or grubbing: New Construction ❑ Demolition ❑ Tank Removal ❑ Other
4. General description of existing vegetation, Topography, and surface water (including all existing and /or proposed
ditches, canals, and swales) 1
5, Proposed method of debris disposal
6. Date you plan to begin work
7. Proposed method of soil erosion control 11 C. CJ
8. ❑ No -Tree Verification Required Tree Removal Permit Required
I AM AWARE AND UNDERSTAND THE REQUIREMENTS OF SECTION 52,08, CITY CODE OF ORDINANCES REGARDING
TREE PROTECTION DURING CONSTRUCTION AND ARTICLE 3, DIVISION 7 OF THE COMMUNITY DEVELOPMENT CODE
REGARDING EROSION AND SILTATION CONTROL.
Signature of Owner or Owners Representative
Printed Name
3 !x�_7
Address
City
State
Zip
Representatives' Firm
727- 79 -1Z 7-
79Yy ,-)Ss7
Telephone
Fax
Applicant must include Aerial Photograph or Scaled Site Plan showing property boundaries and limits of work. This is
NOT a Tree Removal Permit.
DO NOTWRITE,BELOW TI:il&LINE _
Land Resource Comments:
Based on the above comments and informati9p, submitted, the above clearing & grubbing application is:
❑ Approved As Submitted Approved - Modified As Noted Above ❑ Denied
........ �a
AlSigned: .r.�._s / ;. Date:
City Manager r Designee
One City. One Future.
Brian J. Aungst, Mayor- Commissioner
Ed Hooper, Vice Mayor- Commissioner Bob Clark, Commissioner Ed Hart, Commissioner J.B. Johnson, Commissioner
1362- 0002 -GC White - Applicant Yellow - Planning & Development Services
8 -99
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L OCAT I . IN MAP: LEGAL DE S CR I PT I ON: INDEX OF DRAW I NOS K S/
F ?.vtaa� ,l' afwwArfAClrrtwlrs 1 r MARW sr ' u sU EI k SHBBT No. 1 CiiO�%BR SH$BT �'
e {S A ZR
tY "l�)ti t?�,+TE�ty E A I E NE V LAKO of _1°
NE HGN�N °NZZ A �.ofs 18. 19 and 20, ENGHURST ADDITION TO CLEARWATER, according
me
p * i ,� •
1 °�^ to the plat thereof as recorded in Plat Book 1. Page 23, of the Pub>Iic
SH$ &T No. Z NBC I ST I NCI CONDITIONS
QR °`� s R ALL Records of Pinellas County. Florida.
tea r r x r 7so 9 SIINS T T R E tN
r • TOGETHER WITH
"EVEN i +F " % A 3 uN Hns PLAN
�I$TA 6 LN PR
G t ti ' . �� VENETIAN. SENTLr6 st+o�w� Lots 4, 5 and 10, the vacated 10.00 foot alley adjacent to Lot 10
a� POINT SHBBT N O• S S I TN P LAN
.. � I s� s` 049 AR on the South, the East half of the vacated 15.00 foot alley lying C
1333 ISLAND WAY ! t P � F s
�`l� pt T;. ',. P 9 < tEM Dal: _ West of and adjacent to Lot 10 and the West half of the vacated 00
1 STARBOARD TOWER, ; s ■
BAYISRCOVE '' 15.00 foot alley lying East of and adjacent to Lots 4 and 5, E.F. SHBBT. No • 4 CONSTRUCTION DBTAI LS
` 3 CUTTER COV
• ^ •� (�
• ' kBAY ISLAND GNLLEN°ESCIyaoE ' ° < P < GEE¢E� .. 4 1 V �{•
y. S $ '� - N R HOYT'S TWIN OAKS SUBDIVISION according to the plat thereof as Q�
• 1 SD ''`t 'P.• t�t_rA HERITAGE • R u Q J N Rwoo
P'� LL ST u s E recorded in Plat Book 5, Page 50, of the Public Records of Pinellas M
TE t s�r�'s y (� /... gt �I�j SCM�CxI. MAR A —'7
C R : �r�i€1 , ��1 s' t• ., C ■NE i C Tf '� KENtE County, Florida. G Q
• I -,�, ,.,., / i..�. E svC ) M P RN MIDOtf
,sccraa
< �l SEMWaE PAL E To M •fit Y AMT S7 < • •
"TAR i .J,1 N -NCK AV SEL t0 A)'Y 4 A A Y
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PIERCE 100 -Ic ppI� r. i > > ■CF rE I 6O est � Q `'
��y4k 1 ^aYr eAYfntavrrENNaPLM1PlE ■ _}1. NfiTiKxa < F K IN - 1�
vWEtusCAW�rYCWATHWSE C URT ST L4 DO c sr NB / j�
PRELU'DE'
RElUDEB 1 Co w Noa �. Pu ` LF- (J] p
• < Er sr 'E G ! > 651 E t > a f ■ ro r /19
` O�
RNEHE N _ L . cw Era • TAR
"�T P BTN VIE ] T - TV I
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SECTION 99 TOWNSHIP 29, SOUTH RANGE 15 EAST.
P I NELLAS COUNTY FLORIDA -l�,i
`- GONTINOUS 1UGGO E3AND
i
f iGK
FAINTED
OETAI L. OF OU IONS
SCALE 3/4" = V-0"
EAST ELEVATION
SCALE 3/16" = 1' -0"
NORTH ELEVATION
SCALE 3/16° = 1' -0°
r �-%. 1" -1 1 r'1 f". / 1 TI/111
EXISTING BUILDING
DETAIL OF P1/G FENCE
BUFFTEGH - NCRFOLK - WHITE
WEST ELEVATION
SCALE 3/16" = 1' -0"
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22
AREA A
SCALE 1/8" = 1' -0"
eX SABLE PALM
EX GRAPE..
MYRTLE
U
MYIKTLZ
REFER TO SHEET L -2 ---L I
SCALE 1/8" = 1' -0"
10" QUEEN
REPLACE
AREA G
SCALE 1/8" = 1' -0"
EXISTING 2"
EXISTING 12" QUEEN PALM ----,,
REPLACE W/ WASH PALM
EXISTING 9" QUEEN PALM
REPLACE W/ WASH PALM
PUNT LIST
AREA D
EXISTING CANARY ISLAND
DATE PALM
:II Id
v I I n
0
SCALE 1/8" = 1'-0"
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AREA E
SCALE 1/8" = 1' -0"
•
EXISTING WASH PALM
KEY
OTY
o
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v
CONTAINER
SCALE 1/8" = 1'-0"
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SCALE 1/8" = 1' -0"
•
EXISTING WASH PALM
KEY
OTY
BOTANICAL NAME
COMMON NAME
SIZE
CONTAINER
REMARKS
CA
5
CRINIUM ASIATICUM
GRIUUM LILLY
18" TO 24" HIGH
-7 GAL
LI
4
AGERSTOEMICA INDICA
GRAPE MYRTLE
2" DBH
CONTAINER OR B $ B
PA
48
PLUMBA60 AURICULATA
SKYFLOWER
18" TO 24" HIGH
3 GAL
PO
4
PLArANUS OGCIDENTAUS
SYCAMORE
4" DBH
tQ
CONTAINER OR B $ B
PTV
46
PITT05PORUM TOBIRA VARIGATA
VARIGATED PITTOSPORUM
18" TO 24" HIGH
3 GAL
VS
31
VIBURNUM SUSPENSUM
VIBURNUM
18" TO 24" HIGH
3 GAL
PS
4-1
PENMISETUM SETACEUM
FOUNTAIN GRASS
18" TO 24" HIGH
3 GAL
L
28-1
LIRIOFE
LIRIOPE EVERGREEN GIANT
12" TO 18" HIGH
1 GAL
B
4
BOUGAINVILLEA
SPECTABILIS AND GLABRA
V TO W HIGH
10 GAL
2 EACH KIND
NOPS
1q5
NERIIUM OLEANDER PETITE SALMON
SWARF OLEANDER
18" TO 24" HIGH
3 GAL
TO
2
j TAXCDIUM DISTICHUM
BALD CYPRESS
4" DBH
B 4 B
WR
5
1 WA5HINGTONIA ROBUSTA
WASHINGTONIA PALM
14 TO 18 FET HIGH I
FIRM ROOT BALL
I
13" CHEfZRT 4
31
PROVIDE TREES, SHRUBS AND PLANTS THAT COMPLY WITH STANDARDS OF FLORIDA GRADE #1 OR BETTER AS GIVEN IN GRADES AND STANDARDS FOR NURSERY
PLANTS, STATE OF FLORIDA, DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.
ALL PLANTING AREAS AND OTHER AREAS AS INDICATED SHALL RECEIVE A MINIMUM OF 2" CYPRESS BARK MULCH.
SOD AS INDICATED SHALL BE DOT GRADE PENSACOLA BAHIA.
PROVIDE AUTOMATIC IRRIGATION SYSTEM TO PROVIDE FULL COVERING OF PLANTING AND SOD AREAS. - SURROUNDING NEW CONSTRUCTION AND ALL NEW PLANTING
AREAS. SYSTEM TO HAVE RAIN SENSOR WITH AUTOMATIC SHUT OFF.
ex NVSH PALM
EXISTING2"
OAK TREE
POOR
CONDITION
MOVE AXd
+WASH PALM
EX CLEEN PALMS REMOYB AND
REPLACE KTH NEW WASH PALMS
EX WASH PALMS REMOVE AND
REPLAIA WITH NEW WASH PALMS
ienwu acocdn
TREE PLANTING DETAIL0.
N. T. S.
WASH PALM POOR
CONwincm (REMOVW
1 LAND5CAFE PLAN
SCALE: 1• ■ 20'-ON
XTREE TO BE REMOVEP
TYPICAL
: a IVA
;W1 -
qPF
A \ t� ;,cc cc) 1(x))8
MOVE DEAD AND INJUF -ED
163. TRIM AND RETAIN
MRAL SHAPE
! PLY REINFORCED RUBBER
5TIC HOSE
YOR'S TA66ING
b' MIN LEN6TH
GAGE 6ALVANIZED YIAES SPACED AT
ROUND TREE AND SET AT 45 ANGLE YVITH
> DUCK BILL ANCHORS OR EQUAL
EVE BURLAP FROM TOG'
ALL
PLANTIN6 501L MIXTURE
Y MIN MULCH
a" MIN SAUCER
REMOVE CONTAINER FROM
ROOTBALL
— EXISTIN6 SOIL
SHRUB PLANTING DETAIL
N. T. S.
FOR "S"G TCN PALM NVALLA'C -1 \1L A
TFM ALL FRONDS AT T14E
OF DGGNG AND PLANING
ROOT BALL IS' M;N
FROM TRUNK
MASHED N AND T.
PLANING SCL MDT
E %ST NG SC L
kA.0 LL TRUVH3 MUST BE SMOOTH
ICT FRE SCAREC
0 LA lERS BIALAP PAD Ai N�PEw00DTACT NO NA LES
PE A' A T BRACE SPACE
NREE T LBO TtPCAL
2A'P.' STA %E 3'.ONG
�3'MN MU.CN
� SAUCER FMt FNISN GRADE
)■u■■■■■■■■■■■■■.■■■■■■ EM:
SPOT ELEVATION fOALM JOLANTINiS
- a ♦ . �. •
CAMPHOR -EE - SIZE INVICATE0
FINE TREE E.
ALL landscaping must he properly installed
per approved plan prior to C 0 Inspection.
Reinspecdon fees are mandatory,,
ANY ElL%jN(;1?s 1!`r'
X1'11110 ILL 0,11),
RAISI11) CV1111M or x'17(1` IN,'TIVIP, `PI1inns
R1QUIIIED where interior landscaped
arose abut pavement.
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APPROVED AS NOTED
Date // 19 t_
By_
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EXISTING CEDAR
EXISTING SABLE
PALM
EXISTING SABLE
PALM
2 STORY MASONRY
BUILDING
REMOVE EXISTING
PLANTING
NDN BRICK PATH TO
REPLACE EXISTING CONC AALKS
REMOVE EXISTING
PLANTING
REMOVE EXISTING
PLANTING
LA 1NV5C-AFE DETAIL ON FORT HARK15ON
SCALE: 1/6" = V-0"
0
j:
Q.
-, 11%,
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LA 1NV5C-AFE DETAIL ON FORT HARK15ON
SCALE: 1/6" = V-0"
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S 88'48",58" E Q+,+D
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na �► IN e• LB 3889 X
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FLOOR ELEV. ■ 304 DBCK
2 STORY MASONRY
LOT 4 N I� A0 �
ISO y
NOTE 'A'
4' 0" LN< FENCE
IS 00 S.t0.4'W.
OF CORNER
9' WOOD FENCE IS
14' S. I OAr W.
OF CORNER
LOT 9
�I
F.IP. 3/4"
(12/3V96)
22A• pA•
SO * � � � �` F10 r 9} 9`�
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PLAT
F.C.M.
21 J
44
MEASURED
4
PERMANENT REFERENCE MONUMENT
(C)
CALCULATED
P.C.P.
PERMANENT CONTROL POINT
CONC. CONCRETE
P.L
POINT OF NTERSECT10N
N
COVERED
_FEE •• • ,
PONT OF CURVE
Q
•• ,• v
•-`
4
PVMT. PAVEMENT
\
' •''•
ELEV. ELEVATION
TYP.
� ( Cl..
WM
WATER METER
OHW
ALLEY NAC11T®1
M.S.
ANAL SHED
PP
Tis
120
FIRE HYDRANT
WV
WATER VALVE
_
WOOD FENCE
LP
LIGHT POLE
C.LF.
• •
WCCOt
L1„J
BLOCK WA(L
x
\ LOT 20
I •'
"A O
I240 k F1P. r x A � � "� Lu
LW FENCE
I x
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LOT 2 + LOT 19 Q
N I V
I/
�S L� TION — / x , jL�
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9 r at7�Y ' s�rr t�n� L�
by CO a by E � ti� ya � MMOSA ^y / LNC F��?JCE +fr EVr aui4
V W1if: Fes* fl 4 "n'�
by A i of E + � C1 �Y + T17PlE �' + PAU ra DC1{�N +� �� Of
OF00RFER 1 � �._ .- �►p{fUR 32 -<
LOT 3 t + +11 LOT418 + +,p
z +TRIPLE :r a�w LNC FENCL
F.C14 4"X 4" S 89'Sr00' W NN
127 (P) 0 F.0 4"x 4'
7 HOH OOM f1LM WALL 1+0
+ LOT 17
CURB INLET
& GRATE ELEV. =29:84
,Q INV. ELEV. - 21.89
STORM MANHOLE
RIM ELEV.= 3036
R R/W LM OF ENO" ST. ENO" PLACE (P)) S. N V. EL.EV.x 26, 6
F.0 41X 4" BOTTOM ELEV. _ .99
is
SYMBOL LEGEND
ABBREVIATION LEGEND:
SECTION 9,, TOWNSHIP 29 SOUTH, RANGE 15 EAST
PINELLAS COUNTY,, FLORIDA
PROJECT TITLED
RELIGIOUS COMMUNITY
SERVICES, INC.
N. GARDEN AVE.
CLEARWATER
PREPARED FOR:
JAY MYERS
MYERS PLISKO ARCHITECTS P.A.
800 DREW STREET
CLEARWATER, FLORIDA 33755
TEL. 461 - 0030
DRAWw
EXISTING CONDITIONS
PLAN
lj.,6t.
N
E
8
20' 10' 0' 20'
GRAPHIC SCALE I' ° 20'
NONE 1727) 93
01K 4.3'
g
w
N M
(7►
c a
'N 1•
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5
tioRT � so
H /9 TARPON
+�9 DENOTES AN EXISTING SPOT ELEVATION
it
DENOTES A PALM TREE - WE INDICATED
i' ❑
DENOTES A CAMPHOR TREE - SIZE INDICATED
n' O
DENOTES AN OAK TREE UNLESS OTHERWISE NOTED - SIZE INDICATED
i" A
DENOTES A PILE TREE - SIZE INDICATED
F.LR
FOUND IRON ROD, SOLE INDICATED
SEC.
SECTION
S.IR
SET IRON ROD. V2" P.SM (3983
TWP.
TOWNSHIP
F.I.P.
FOUND IRON PIPE. SFZE INDICATED
RGE.
RANGE
F.N.D.
FOUND NAL AND DISK
(D)
DEED
SND.
SET NAL AND DISK, P.S.M. 03983
(P)
PLAT
F.C.M.
FOUND CONCRETE MONUMENT
(M)
MEASURED
PRA
PERMANENT REFERENCE MONUMENT
(C)
CALCULATED
P.C.P.
PERMANENT CONTROL POINT
CONC. CONCRETE
P.L
POINT OF NTERSECT10N
COV.
COVERED
P.C.
PONT OF CURVE
ASPH. ASPHALT
P.O.B.
PONT OF BEGINNING
PVMT. PAVEMENT
R/W
RIGHT -OF -WAY
ELEV. ELEVATION
TYP.
TYPICAL
WM
WATER METER
OHW
OVERHEAD WIRE
M.S.
ANAL SHED
PP
POWER POLE
HYD
FIRE HYDRANT
WV
WATER VALVE
W.F.
WOOD FENCE
LP
LIGHT POLE
C.LF.
CHAIN LINK FENCE
PROJECT TITLED
RELIGIOUS COMMUNITY
SERVICES, INC.
N. GARDEN AVE.
CLEARWATER
PREPARED FOR:
JAY MYERS
MYERS PLISKO ARCHITECTS P.A.
800 DREW STREET
CLEARWATER, FLORIDA 33755
TEL. 461 - 0030
DRAWw
EXISTING CONDITIONS
PLAN
lj.,6t.
N
E
8
20' 10' 0' 20'
GRAPHIC SCALE I' ° 20'
NONE 1727) 93
01K 4.3'
g
w
N M
(7►
c a
'N 1•
' o
5
tioRT � so
H /9 TARPON
e
h
1
• ,� r CHAN
1 + N 89'58'08" E (M
t �ti 80.26' (M}
1 . Fi3
FJR 5/8" • x ON
LB 3889 $1 .
1 y4 +�
LOOR ELEV. - 304
I b +' LOT 4
„�`�' eA, 22.0•
1
I O t x
1 t7 +
z�
0 FIP. 3/4"
(12/'3V96)
LOT 3 ��,9 9
to
9 � O 10
FENCE IS •d'
LNiC 1�3JCE 02 V OF O +�
� ooRr� to RETENTION Pow + + . �'" to
S 89'48'58" E (M)
47.06' (M}
' FJR 5 /8• NOTE •A"
►� FIR. 5/8" b W /CAP 41 EGBLE) 4' CHAN WC FENCE
ox s- LB 3889 - x IS 0.4 S. .4' W.
40r SEE AiC PADS -�_ + 8' WOOD FENCE IS
NOTE V WOOD FEI l E 9' FENCE IS t4' S k 0.8' W
4 'A' ❑ ❑ r CIVnN Lt K FENCE' 0-e 3 OF CORNER
3t9 0.4' W. OF � v
WOOD .
n DECK $ �' �� ate
-
2 STORY MASONRY o LOT 9
BULDNO s�
ID
I• 7 1`7.
1
23"
cl� �^ +
1 fy r ooNG
sp 10 CONC, arse PETANNO WALL "'
LL16
Z 1 w
9� t9 + o°
Sit
-�-- -L I LOT 1
1 •' `fib a FRAME p
o tik x
105P N 89°54'5r• w (M)
I ' o r C1i11N WC FENCE
1 3• C�-WJ ItJC FFNCE
FJR VY
+4p +� +
LOT 2
LOT 3
FLOOR ELEV. • 3ise � � Ir Wood FENCE + + 9� FJP. r + aq 9%p
2Ar 4p h 1q S 89°5359" E ()vi) 116.84' (M) h , M `�qr I f •
oov. COW
` Ir + - t
• �•¢^• G7 JlY 1 !OZ O 0 RETENT ON AREA p' • •• `
x�'m 9 >� t� + +tom I1yJOd + H' `
IK
• • ' • x • l . �. ' •I I
• y.
: o
Q r , I ` D 2 STORY RY "` LOT 10 �` • • . • >
`yN' ' c0
LOT 5 FioOR ary " • . -• . • ,
• 6.,
32.70 • • •• • • � . ' Qh� .' I•: . '••' z_ HEOCKUBLE�E �(
25r ` �• :• • • �- . ;-� ~ TYES OV PEN,
- ..
• a. � . -• I °f K d INSTALL g' 11081"
CID ' . • • ' NEW CID C. WALK • • •' I W 3 � NCE NOL D /8 �PeEH/
4 9 \ s,.x 16,. WET
x' " 32.62 73' _ 0 O P� ANOTAP PING SLEEVE
inn•_____ \ :0:r_
VALVE
l2",* I F
. 3 �r Dom I CO � SPRINKLER
7pp 31.40 91' \ a - ��,
BLOac W Z
N
b -'sj
IA
10 *
3
y I LOT 20�,_ " .
a 31.60 x �t . •. I �a •
+ pR(9POSED a 6' I o
BUILD11V o , • wq E 1,1
P P FIN FL. _ I
J 3 2 1 ant O 4 CIF
249 • I A q
FJP. r •, i 7Q N W
121.96' (W '' P I �E+ST Y irW 6 �. ° w tiN x
{- o GN L'VC
�.. 0
122' (P) I �'-- x = ' FE v o' 4 cc
° ainN " OUTFALL CONTROL _ 10' ' "
LNK FF2JCE - -x o STRUCTURE
a TOP EL. - 31.16
SLOT ' EL. = 30 [ q'
i I x INVERT EL. = 27.94
+9p` I I 32.00 9p INSTALL 2Z-4"D.12 AT NC;�
y 1.00°/ ( GRADE MN.
•. � � " ` LqT 19 INSTALL 4'
28.50 4»
WIDE °• s giAtJ FLUME CONC. S SA .
x i t S.E.
r
ENOWALL N I CORNER
FENCE LOCATION /i x LSAN. t ANOUT.LE, -28.00 �'- REJECT
5' Cl-F. IS \ / y1% �`. .rod 1 ; y AREA
of S M of E x -� x x x -�-% x x ao
OF coRnoR j a">RY = ism" ,vr, �� r-• w" ---- ,� B UI(�DARY
8' C.L.F. Is ' MMOSA ; ly2 "RV. 4
0.3' N. Ir 0.7' E 4 "r1•no" WAT EH s 1.50 I a
+ _ r ' INSTALL 4' DIAMETER u
OF CORNER s' WOE FENCES 1�" CRY -- 1oi� r ® �, STORM MANHOLE �
0.3• N. k ox E RIM ELEI�, _ 30.86
OF COR"FR I f ai t• ' INV. IELEV. - 27.89 u)
1- w x 32.25 °N E X T.2 P. GAS LL
LiN FIEL� VERIFY D 1� '
H/C SIGN y E ��r. sArtf Y KWIOLE u: 13
TO MEET !� R " m '•' �f �r = RM E EV. • :30.75
PROJECT AREA STATE O.O.T. C tr I II -1
n STANDERDS - NEW 6' HIGH C. 32.00 SAW CUT OD
BOUNDARY xv {eIE 32.23 UMPSTER FENCE 3• , '• _p
z .g9 8" C2 ERRY 32.25 : �: ; J �
+ ♦ • NEW COAPCRETE -j cV
F.D O.T, INDEX
N
F.CM 4"x 4" S 89'57'00" PIER. W (w? No. 515 z �" 1
0 122' (P} 122.07' (M) ` a ?
DUMPSTER PAD INSTALL ► %2METER F'C "x 4- I
3' } BLOCK WALL {- PER. CITY CW WITH B.F.P.D. EV,I E N%'TAP BY
14' x 13.33' + �+ �pq C tT Y
c
CONC. PAVING 5" THICK REINFORCED ira kt ! S 11 11
+ COMPACTED SUBGRAOE) �R LOT 17 Q ' ' ! DETA IIL A
4'
FJR r R R/W LJNE OF B UAAN ST. ENGMAN PLACE (P))
0
+. +• +.
INSTALL 156 L.F. OF
15' R.C.P. ® 0.25 CRA E.
o '
F.CM 4"x 4"
i
FROM
R/W
1\_OLM N:ET PROPOSED
GRATE aEV. • 29A4 STORM M.H.
W. aEV. • 27.00 RIM E - L FIELD VE.
wi
Q�
z�
o�
Q
L - 29 ( �• � �I
INV. EL, =27,30
STORM MA1410LE
RIA ELEV. 3030 �. • II
NE NV ELEV. • 20.47 l • t• r, :. i
S. NV ELEV • 20.40 i; `''i. �'•,� ;. ��
BOTTOM a". mA I� h
cA WWS TO BE A LARGE 1 Q
S �AS�NUNBY INSTALL 27�- 15" R.C.P.
TtE BOTTOM aEV. - Sri AT 0.25
� CORE BORE �
I.E. = 3743 �I
DETAIL, II All
SCALE I'= 20 II
SECTION 9, TOWNSHIP 29 SOUTH. RANGE 15 EAST
PINELLAS COUNTY, FLORIDA
CAUTION : CONTRACTOR TO VERIFY EXISTING
UNDERGROUND UTILITIES WITHIN
GARDEN AVENUE ( LOCATION AND
DEPTH ), PRIOR. TO START OF
CONSTRUCTION,
INLET
GRATE EL.= 29.84
INV. EL. = 27 89
EXISTING STORM MANHOLE
RIM EL.= 30.36
NE. INV. E�.= 26.47
S. INV. EL. =26.46
Pd)T TnKA FI = IA 44
PROPOSED
BUILDING
FIN. FLOOR ELEV- -52.75
MA
N
IN
TOTAL = 45,062,81 S.F. (1.0345 AC.) (100,00 %)
8, 14ATER SYSTEM INSTALLATIONS SHALL BE IN ACCORDANCE WITH CITY OF CLEARWATER
SPECIFICATIONS,
9. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH CITY OF CLEARWATER REGULATIONS.
10, CONTRACTOR TO UTILIZE STRAW BALES OR SILTATION SCREENS DURING CONSTRUCTION TO
CONTROL EROSION AND SEDIMENTATION,
11, THE CONTRACTOR SHALL CONTACT THE OFFICE OF THE ENGINEER FOR CONSTRUCTION
DETAILS NOT SHOWN,
12, PROPOSED SITE DATA
NEW BUILDING = 6,845.00 S.F. (0,1571 AC,) ( 15,19 %)
EXISTING BUILDINGS (3) = 5,482.49 S.F. (0,1259 AC,) ( 12,17 %)
SHEDS (4) = 259,17 S.F. (0,0059 AC,) ( 0,58 %)
PAVING = 13,579.37 S.F. (0,3118 AC,) ( 30.13 %)
POND = 1,543,00 S.F. (0.0354 AC.) ( 342' %)
PERVIOUS (GREEN) = 17,353,78 S.F. (0,3984 AC,) ( 38.51%)
TOTAL = 45,062.81 S.F. (1.0345 AC,) (100,00 %)
13. FAR - 12,327,49 S.F. = 27,36%
14. PARKING REQUIRED IS 24 SPACES, (19 EXISTING SPACES)
15, PARKING PROVIDED IS 24 SPACES (INCLUDING ONE HANDICAPPED SPACE).
16. ALL UTILITY MATERIAL AND WORKMANSHIP MUST COMPLY WITH THE STANDARDS FOR
DESIGN AND CONSTRUCTION OF WATER, WASTEWATER AND RECLAIMED FACILITIES
FOR CITY OF CLEARWATER.
17. NOTE -TO CONTRACTOR :..TREE BARRICADES & EROSION CONTROL MEASURE
REQUIRED TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN INTACT
THROUGHOUT CONSTRUCTION. ENCROACHMENT INTO OR FAILURE TO MAINTAIN THESE
BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS
AND /OR PERMIT REVOCATION,
18, ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET DOWN
IN CITY OF CLEAR1ATER LAND DEVELOPMENT, ZONING AND /OR RELATED ORDINANCES,
19. BLEED DOWN TIME FOR DETENTION POND
0 = AR . A= 163.00 S.F ( BOTTOM AREA ONLY)
PERCOLATION RATE = 41.5 INCHES PER. HOUR OR 3.46 FT./ HR,
0= 163.00 S.F. x 3.46 FT,/ HR.=
TIME _� = 780.94 C. F
0 563.98 CF /HR. 6' H1GH PYC FENCE
= I HOUR, 23 MINUTES p OLPERfB • LINES
2d- /o"
J
12' 10" 51. LEGEND
EAVSTING GRADE
q:l SIOESLOPE SOO
BOTTOM OF POND '
ELEV. : 28.50 f
Y
> SOD
POND SECTION "A-A"
SCALE 1"z4' HORZ.
/ "z 5' VERT.
PRoxa TTR.E
RELIGIOUS COMMUNITY
SERVICES, INC.
N. GARDEN AVE. -
CLEARWATER
PREPARED FOR
JAY MYERS
MYERS PLISKO ARCHITECTS P.A.
800 DREW STREET
CLEARWATER, FLORIDA 33755
TEL. 461 - 0030
34
S
20' 10'
0' 20'
SLEET' No.
GENERAL NOTES
32
GRAPHIC
SCALE 1" = 20'
1,
ALL ELEVATIONS ARE BASED ON N.G.V. DATUM
.Y39 No 1
10��8-- t�O..:;
2.
ALL DIMENSIONS ARE APPROXIMATE, SUBJECT TO FIELD SURVEY AND FINAL CONSTRUCTION,
30
3.
ALL EXISTING UTILITIES` SHALL BE LOCATED BY THE CONTRACTOR PRIOR-TO CONSTRUCTION.
4•
ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE, TAKEN FROM CITY ATLAS SHEETS,
-DIRECTION OF FLOW
"AS BUILT" PLANS, AND FIELD INFORMATION• .THE CONTRACTOR SHALL VERIFY THE
28
®
LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
5,
WATER SERVICE TO BE PROVIDED BY CITY OF CLEARWATER. SANITARY SEWER SERVICE
I
BY CITY OF CLEARWATER,
6,
BOUNDARY AND TOPOGRAPHIC SURVEY BY OVERBECK & ELLIOTT, INC, DATED 2/15/00,
7•
EXISTING SITE DATA:
BUILDINGS (3) = 5,482,49 S.F. (0,1259 AC,) ( 12.17 %)
nn
SHEDS (4) = 259.17 S.F. (0.0059 AC,) 0,58 %)
PAVING = 10,848,75 S.F. (0,2491 AC.) ( 24,07 %)
PERVIOUS (GREEN) = 28,472,40 S.F. (0.6536 AC,) ( 63.18 %)
TOTAL = 45,062,81 S.F. (1.0345 AC.) (100,00 %)
8, 14ATER SYSTEM INSTALLATIONS SHALL BE IN ACCORDANCE WITH CITY OF CLEARWATER
SPECIFICATIONS,
9. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH CITY OF CLEARWATER REGULATIONS.
10, CONTRACTOR TO UTILIZE STRAW BALES OR SILTATION SCREENS DURING CONSTRUCTION TO
CONTROL EROSION AND SEDIMENTATION,
11, THE CONTRACTOR SHALL CONTACT THE OFFICE OF THE ENGINEER FOR CONSTRUCTION
DETAILS NOT SHOWN,
12, PROPOSED SITE DATA
NEW BUILDING = 6,845.00 S.F. (0,1571 AC,) ( 15,19 %)
EXISTING BUILDINGS (3) = 5,482.49 S.F. (0,1259 AC,) ( 12,17 %)
SHEDS (4) = 259,17 S.F. (0,0059 AC,) ( 0,58 %)
PAVING = 13,579.37 S.F. (0,3118 AC,) ( 30.13 %)
POND = 1,543,00 S.F. (0.0354 AC.) ( 342' %)
PERVIOUS (GREEN) = 17,353,78 S.F. (0,3984 AC,) ( 38.51%)
TOTAL = 45,062.81 S.F. (1.0345 AC,) (100,00 %)
13. FAR - 12,327,49 S.F. = 27,36%
14. PARKING REQUIRED IS 24 SPACES, (19 EXISTING SPACES)
15, PARKING PROVIDED IS 24 SPACES (INCLUDING ONE HANDICAPPED SPACE).
16. ALL UTILITY MATERIAL AND WORKMANSHIP MUST COMPLY WITH THE STANDARDS FOR
DESIGN AND CONSTRUCTION OF WATER, WASTEWATER AND RECLAIMED FACILITIES
FOR CITY OF CLEARWATER.
17. NOTE -TO CONTRACTOR :..TREE BARRICADES & EROSION CONTROL MEASURE
REQUIRED TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN INTACT
THROUGHOUT CONSTRUCTION. ENCROACHMENT INTO OR FAILURE TO MAINTAIN THESE
BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS
AND /OR PERMIT REVOCATION,
18, ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET DOWN
IN CITY OF CLEAR1ATER LAND DEVELOPMENT, ZONING AND /OR RELATED ORDINANCES,
19. BLEED DOWN TIME FOR DETENTION POND
0 = AR . A= 163.00 S.F ( BOTTOM AREA ONLY)
PERCOLATION RATE = 41.5 INCHES PER. HOUR OR 3.46 FT./ HR,
0= 163.00 S.F. x 3.46 FT,/ HR.=
TIME _� = 780.94 C. F
0 563.98 CF /HR. 6' H1GH PYC FENCE
= I HOUR, 23 MINUTES p OLPERfB • LINES
2d- /o"
J
12' 10" 51. LEGEND
EAVSTING GRADE
q:l SIOESLOPE SOO
BOTTOM OF POND '
ELEV. : 28.50 f
Y
> SOD
POND SECTION "A-A"
SCALE 1"z4' HORZ.
/ "z 5' VERT.
PRoxa TTR.E
RELIGIOUS COMMUNITY
SERVICES, INC.
N. GARDEN AVE. -
CLEARWATER
PREPARED FOR
JAY MYERS
MYERS PLISKO ARCHITECTS P.A.
800 DREW STREET
CLEARWATER, FLORIDA 33755
TEL. 461 - 0030
REVSIOpS PER. ARCH. 8 -30 -00
34
9 -27 -00 S.W.FW.M.O.
IB"
33
SLEET' No.
32
oo
2
EXISTING GRADE
OF
-34-
.Y39 No 1
10��8-- t�O..:;
PROPOSED GRADE
30
'
29
-DIRECTION OF FLOW
28
®
SOIL TEST LOCATION
27
I
lr�r-
SILT SCREEN PER.
F��D.O.T INDEX N0.102
nDf
nn
REVSIOpS PER. ARCH. 8 -30 -00
9 -27 -00 S.W.FW.M.O.
SCALE
DRAWN Y:
SLEET' No.
OF
DATE
7 -13 -00
.Y39 No 1
10��8-- t�O..:;
4
'ass
TY•�
W
N
0i
N
y�
tio�T �G E N
Ig 7ARP0
4,S
t /10
,14�0
J
0
M
OPERATION AND MAINTENANCE INSTRUCTIONS
I. CUT GRASS WEEKLY AND REMOVE CLIPPING AND DEBRIS.
2. VISUALLY INSPECT CONTROL STRUCTURE SUBSEQUENT TO A STORM EVENT.
PLAN
3' -0"
6 � 6
iii � r - e' 2 — H
Q
O
woo
SIZE
BARS - 12" O.C.
UM. SKIMMER
W.W.F.
2' -0" x 2' -0" GRATE
M
00
A PIPE SIZE IS 15" R
BOTTOM ELEV. - " C
ELEVATION VIEW
SPECIFICATIONS
I. STEEL BASE SLAB - No. 4 AT 12" O.C.
WALLS - No. 4 AT 12" O.C. ( OR - W.W.F. )
2. 4000 P.S.I. CONCRETE
3. GRATE SEATS ARE 2" x 2" x 1/4" ANGLE
2 1/4" WIDE 2" DEEP
OUTFALL CONTROL STRUCTURE DIMENSIONS
No.
A
B
C
D
E'
F
G
I
15" RCPI
3.22'
27.94'
1.05`
31.16
0.08'
30.11
ELEV. - 31.16
SECTION A - A
OUTFACE CONTROL STRUCTURE DETAIL_
NOT TO SCALE
30 GAUGE ALUMINIUM WITH
NON - CORROSIVE FASTENERS
II G If
ELEV.
- 30.11
SLOT
_
BOTTOM +
ELEV.
- 29.61;
SKIMMER BOTTOM
3/8"
GALV. BOLT
BOTTOM SAND / CEMENT
RIP / RAP 2' x 2
AT ELEV. - 28.00
fol
GRAZ
EL.
DETAIL SKIMMER
PROJECT ME
RELIGIOUS COMMUNITY
SERVICES, INC.
N. GARDEN AVE.
CLEARWATER
PREPARED FOR
JAY MYERS
MYERS PLISKO ARCHITECTS P.A.
800 DREW STREET
CLEARWATER, FLORIDA 33755
TEL. 461 — 0030
f ��NSTRUCT ION DETAILS
FEVS1" PER. ARCH. 8 -30-00
F
(0w
w
N
G
�N
�QNONE (7 2 7) 934,
10
M
0
RTN
19
TARPfjN