69 BAY ESPLANADE69 BAY ESPLANADE
BCP2007- 11174
RENOVATIONS
Zoning: OS /R atlas# 258A
IvHMt Ur uvvlvtlt Qo• ��
SITE ADDRESS
PHONEF�7. cR Ic,
OWNER'S ADDRESS 16 b . C. Mik
LOCATION OF TREE(S) ON LOT
SPECIES AND NUMBER OF TREE(S)
INNING & DEVELOPI kki_AIMCE
NOVAL PERMIT .`
2007
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.
1�1=A OIV F . R REMOVAL:
•See "A" below
• Hazardous
• Declining
• Dead z
O
• Other (Specify) -
Fee Rec'd. $
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 have a minimum scale of 1 " =20' for single 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 D
1. Tree replacement minimum standards: 10' overall height, 2.5" caliper, Florida Grade #1. See inspectors note below to
determine the number of replacement trees required. Replacements required within 30 days. c„
I hereby certify that as property owner or as representative of the property owner, I have verified that the tree(s) sought D
to be removed is wholly on property owned by the above - identified property owner, and should it be determined that O
the tree(s) are located wholly or partially on property owned by some other person, then, I agree to hold the City of M
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 e 91 ' all rend it null and void and be considered a y1olation of the Com unity,Development Code.
c,
Signature of ner 4r c0plicant Print4 Name
1
_/00,s. iy �-� s
Address I Agency Representi g OCL #
UU-) "Ft,_ '7zZ • M -7161 5-62 ` i 2,
City State Zip I Phone /Cell Fax
DO NOT WRITE BELOW THIS LINE - Not Volid Until Signed By City Manager orhis Designated Anent
Comments:
Required Replacement Trees:
Applicable Code Section: -s_-- ) Zc,�
Based on the Inspector's comments and information submitted, the above removal application is:
❑ Approved as Submitted Approved- Modified as Noted Above ❑ Denied
Signed: " Date:
Community blNvelopment oordinator or Designee /Inspector Valid for s' months from the date of issuance,
1362.0001 -GC White - Planning & Development Services Yellow - Applicant Rev. 2-03
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CITY
OF CLEARbz.'�'�__ _, I
RECORD DRAWINGS
' / /������
1111,SEA�Q -•�.
�C CITY
OF C L E
A R W A TE R FLORIDA
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BVom Ym
EXCAVATE
DRAWN BY
RA
DESIGNED BY
RA
CHECKED
BY
LC
CONTRACT NO.
N/A
SC ALERT.
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SURVEYED 11 ° °!q
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BOOK NO.
Joe NO.
SURVEYED BY
DRAWN BY
`�1�y
j`
` '-,-= PARKS
&RECREATION
DEPARTMENT
CALL LOCAL PUBLIC
UTILITY NOTIFICATION
CLEARWATER BEACHDEC CENTER
HoR¢.
N A
'
1 " =10'
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A
N A
DA • ••• •••
1.v •.J,1 f, %"�'•.
NAME
n ` N/A
SHEET N0.
LA -1
REVIEWED BY
CONSTRUCTION
=
RE61
ARCJII
CHI
DATE
PROJECT LANDSCAPE ARCHITECT DATE
M ' :
rER �F�O�\` �� "
t Starts I n Parks
CENTER
1- 800 - 43322 -E4770
AMN. 48 HOURS BEFORE
PLANTING PLAN
APPROVED BY
SUPERVISING LANDSCAPE ARCHTIECT DATE
REVISION
BY
DATE
il/ / / /��'
YOU EXCAVATE
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(1206
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EX GASLINE 1
PROPERTY LINE -/
NOTE: ALL PALM THE
REMOVED FROM ISLAN
CONSTRUCTION AND R
COMPLETION OF CONS
TO BE REPLANTED TO
BFP /METERS.
8
NOTE: REPAVE AND STRIPE
4
NOTE: CONTRACTOR TO LOC
RESTORE IRRIGATION SYSTE
WET TAP EXISTING 6" WATER MAIN WITH 6"
FLANGE TAPPED 2 ", 2" GATE VALVE AND I Uj I
3/4" CHLORINATION INJECTION TAP ] 3 W
' I Z 30 0 15 30 60
Q W
BAY ESPLANADE DR WET TAP EXISTING 6" WATER MAIN WITH Q I Q :5 sew
6 "x4" TAPPING SLEEVE, 4" GATE VALVE U WET TAP EXISTING 6" WATER MAIN WITH a I i
r
AND 3/4 CHLORINATION INJECTION TAP r U) 6" FLANGE TAPPED 2 ", 2" GATE VALVE U (IN FEET)
EX 2' CURB W a AND 3/4" CHLORINATION INJECTION TAP 3 LU 1 inch = 30 ft.
8" 8' 8'
U EXISTING WATER MAIN C0
- -318- a ----- - - - - -- - - --
NO /O
7 - - - - - - - - - -
- -
- - - - - -
- - - - - -
EX FIRE HYD
EX 5' SIDEWALK A
AND GATE V
_ 51
EX 5' SIDEWALK ±10,
22'
60 RM/ WITH CROSS SECTION AREA. R9-9 SIDEWALK CLOSED SIGN ® ~
WET TAP EXISTING 6" WATER MAIN WITH BAY ESPLANADE DRIVE �
SEE D ETAI L EXISTING 6" WATER MAIN 6 "x4" TAPPING SLEEVE, 4" GATE VALVE 60' RM O
AND 3/4" CHLORINATION INJECTION TAP 3 Z
THIS SHEET EXISTING FIRE HYDRANT POWER POLE AND PEDESTAL
y a R9 -9 SIDEWALK CLOSE IGN ko 0 BY PROGRESS ENERGY I
k ` 0 y� k k. Ex BACK of CURB X Ex BACK of cxlRe ' +
1 0 'V a am rwwa GAS AS G r k k ArO k�'9 .�
k6
U. kfO k °t ��" SIDEWALK SIDEWAIx S 890 31'54" E 902.45'
GES
R MAINTENANCE k°` °� SIDEWALK IT Vt
EX SIDEWALK �c• EX SIDEWALK k
k°'`� COMPOUND METER WITH DOUB E CHECK VALVE ASS6BLY 2 -1/2" SIAMES FIRE y kti 4" PVC SEE ELECTRICAL LEGEND
k h RAMP DEPARTMENT ONNECTION I
o REPAIR/REPLACE CURB ,r y
�pt ( ) = Calculated Data
PROPOS D 4" C -900 DR14 PVC `'' `' y , i CONDUIT DETAIL THIS SHEET) (D)= DatapernDescription
y EXISTING PARKING LOT ' y' 'y y' M = Measured Data
RE PIPE D DICATED FIRE LINE y' STAKED AYBALES y y'k. I (P) =Data per Plat
ti y „ „ ti SEE DE IL PROPOSED 2" C -900 TREE DRIPLINE + / - =Plus or Minus
FT. COVER MIN k 9 4X4 ti " q/C =Air Conditioner
f"b TB M MAG NAIL MATH +'' R9 -9 SID ALK DR14 PVC PIPE POTABLE LINE (TYPICAL) BW /F = Barbwire Fence
k O PLASTIC TAB R9 -9 SIDEW LK CLOSED SIGN TEE TO Fd BFE =Base Flood Elevation
y 0 0 o,�ELEV = 5.02 k ti o r� CLOSED IGN 3 FT. COVER MIN. Ex BASKETBALL cxxxtT
U O '� k k'` '� `U 0 BFP = Backflow Proventor
+k' +k y y +y k 5 ti o ti TREE BARRICADE
k' RAMP fiREE DRIPLINE ' `'' ley *`' +y k� k0 Ex '�° CB = Chord Bearing
E y. „ ' k' SEE DETAIL CH = Chord
TYPICAL `'' „- PROPOSED 4 C -900
(TYPICAL) y pr I 11 C.P.B. = Condominium Plat Book WAP
O EX R y pu f�X R_VP,%WME y y. M rr- ,r RAMP E DR14 PVC PIPE DEDICATED ' "01S C/C= CoveredConcrete
k k°' k kr °j '� k0 �o k 1 y O R STAKED HAYBALES C/S = Concrete Slab
o k k 6 FIRE LINE 3 FT.pVER MIN. 1 J SEE DETAIL C/SW = Concrete Sidewalk
Ok y SIDEWALK y y y. k y' SIDEWALK k ►fp CL = Centerline
+y k y'A a +k C.O. = Cleanout
Fence
SYMBOL LEGEND
,�-'� • � s� � 10E - •� �'a >> `T' •� ' y CLP = Concrete Light Pole
+ rl� ��+ - @B * A r r S k = Backflow Preventor CMP = Corrugated Metal Pipe
tts ° +JS? +' �• / •� . / S >ts B .-. rr r + Conc. = Concrete
45 BEND tr + + Ir IGJ = Irrigation Control Box
s
+� INV aeon Ye: BBC Ot0 S m. / i tr a' + ?d' EX SWALE CENTERLINE DCO= Drainage Cleanout
+ d• S S d >� E = Centerline
+ ? 4 �_ ��' p SS d' `�? 0 = Cleanout D.B. = Deed Book A = Delta Angle
s, 45° END �� 7M = Decorative Light D/W = Driveway
' 4 EASTERN RAMP SHALL BE = Drainage Manhole ' DMH = Drainage Manhole
• =Fire Hydrant E/P = Ed a of Pavement
A + s tr .i ADA COMPLIANT 9
�� a + a' + s-0 +`�� , a�r ?s s� r *x TOP OF BANK/BERM ) = Guy Anchor p EOW = Edge of water
EX 5 SI DEWALK l „ oti sT ? l „ 4X4 TEE es ?s = Handicap FCIR = Found Iron Rod & Cap
v ,� PRO OSED 4 C -900 DR14 PVC +
.� $ + 7¢f = Lightpole FCM =Found Concrete Monument
EX sloEwALK + , + +A -PIPE DEDICATED FIRE LINE 3 e s IM = Mailbox FIR = Found Iron Rod No Cap
Q f5 O ELEC PANEL AND METER ? 's �s FND N &D = Found Nail & Disc
t8' FT. COVER MIN. ® = Power Box
o ? �� S = Sanitary Manhole FOP =Found Open Pipe
FPP = Found Pinched Pi
APPROXIMATE MHWL 45 BEND 9s DOCK TO 2 ?EACH SIDE FROMER' O =Sign G.I. =Grate net
Pe
= Spot Elevation
eloc coR 6 + key TOP OF BERM TO SIDEWALK m" = Telephone Box HYD = �e Hydrant
TREE BARRICADE r� o X = Utility Pole I.E. =Invert Elevation
ss TYPICAL -SEE DETAIL 2 G9i00 DR14 PVC 45 BEND AS SHOWN
TREE BARRICADE SEE goy *21/2" HC W /GV *2 1/2" VALVE AND HOE ® = Water Meter LB = Corporate Certificate Number
=Water Valve LP =Light Pole
DETAIL ON SHEET C -5 +s k SEE DETAIL 22,5° BEND S g M.O.L.= More or Less
LIMITS OF OUTSIDE EDGE s� 4" C -900 DR14 PVC CONNECTION- SEE DETAIL P =Wire Location Fla MES = Mitered End Section
21%IM 2wM OF COLUMN LINE AROUND
4WM 4wM POOL DECK AREA I MLP =Metal Light Pole
PROPOSED SILTSCREEN NFNS = Not Found and Not Set
(NR) =Not Radial
k�e SEE DETAIL SHEET C -5 �� ; r OHW =OOverhead Records
DETAIL e ° ° TREE LEGEND = Plat Book
45° BEND ALVANjZED GATE OR EQUIVALENT, PCP = permanent Control Point
NTS `s s + k� 45° BEND _� 10 WITH ACTIVE- LOCKING FROM BOTH PG(s)= Pages)
4WM 4WM .4,R9 �'� ° ° ° `� SI DES.' OAK POB = Pant of Beginning Surveyor
18 SW /CL 22.5° BEND 6` ' k�0. * „ POC = Point of Commencement
2WM 2WM STA 0 +00 TO 0 +6.30 a• + 5 2 1 /2 HC W /GV P� PRM = Permanent Reference Monument
.� EL =3.03 a �`�
EX LANDSCAPE HEDGE
AND SHRUBS _ °SEE DETAIL ° R = Radius
24 PVC/F = Plastic Fence
k° 2" GATE VALVE AVID R/W = Right-of-way
�' ° " �� RCP = Reinforced Concrete Pipe
ELEC ELEC ELEC BLOWOFF W/3/4' 16 4X4 TEE SCM = Set Concrete Monument PLS#4821
W/ L^A¢ 6
TA 0 +16.00 CHLORINATION 12 t sco = sanitary Cleanout
TA 0 +25.00
LIMITS OF OUTSIDE EDGE se a 4 C -900 DR14 PVC SIR = Set Iron Rod & Cap PLS#4821
PARALLEL INSTALLATION DETAIL of COLUMN LINE AROUND SAMPLE TAP "
S S N &D = Set Nail & Disc PLS#4821
STA 0 +35.00 s 7 ° SMH = Sanitary Manhole
POOL DECK AREA �k � y' "2 1/2" HC W/ GAlE . ,., 1 � � 21 f} ,e� � 22.5 BEND *2 1/2" HC W /GV TBM = Temporary Benchmark
NTS 22.5° BEND a` ' '�''
Ex CONTROL STRUCTURE ° ,� a �O .k 1 VALVE AND 1.3 ,, TOS = Toe of Slope
" TOB = Top of Bank
TOP _ 4 EL =14.53 45 BEND '(s
TREE DRIPLINE SLOT = 4.20 INV ,,. 314" CHLORINATI(IAII 8
SLOT YNDTH S.0' STA 0 +38.00 >r ° ° UP = Utility Pole
(TYPICAL) ra' SKIM - 4� SAMPLING TAP LIGHTHOUSE PEDESTAL`
SKIM . s.So MEG EL= r TBM MAG NAIL 2 WM =Wood Fence
R9 -9 SIDEWALK EX DSCAPE H GE WITH PLASTIC SEE DETAIL ° ° ° TYPICAL 14 18 22 WWVV =WWaterVa�
�- ND S UBS +'x► A TAB ELEV = 5.97 °, a,:,, .. g 90° BEND
o e CLOSED
TREE BARRICADE WALKWAY LIGHT 3
+k , ETEPP N TL�r ° 2" BLOWOFF W/3/4" TYPICAL -SEE DETAIL TYPICAL • , , 15 19 2.3
ARE „• led ti CHLORINATION SAMPLING TAP
2 6 10 WALKWAY LIGHT
X BACK of d1R8 A+ ,o-� '� k' k� `J) k' *21/2" HC W/ GATE VALVE 4 • • • ° ° ° ° ° ° TYPICAL
.CA 105
s
UARD RAIL ---- s
.y.
CITY WATER NOTES
1. THE DEPTH OF COVER OVER WATER MAINS SHALL BE A
MINIMUM OF 30- INCHES AND A MAXIMUM OF 42- INCHES BELOW
FINISHED GRADE, EXCEPT WHERE APPROVED BY THE CITY
ENGINEER TO AVOID CONFLICTS AND OBSTRUCTIONS.
2. THE CITY OF CLEARWATER WILL PROVIDE WATER TAP, SET
THE WATER METER AND SET THE B.F.P.D. THE APPLICANT IS
RESPONSIBLE FOR THE WATER MAIN EXTENSION FROM THE TAP TO
THE DEVICE. APPLICANT IS ALSO RESPONSIBLE FOR ALL
ASSOCIATED FEES AND ALL OTHER INSTALLATION FEES.
3. APPLICANT SHALL STERILIZE ALL UNRESTRICTED WATER
LINES IN ACCORDANCE WITH CITY OF CLEARWATER CONTRACT
SPECIFICATIONS AND STANDARDS PARAGRAPHS 41.5 THROUGH
41.5.4 A BACTERIAL TEST SHALL BE CONDUCTED WITH
SATISFACTORY RESULTS PRIOR TO THE WATER SYSTEMS BEING
BROUGHT INTO SERVICE. ALL SUCH TESTING SHALL BE ARRANGED
AND INSPECTED BY THE CITY'S CONSTRUCTION INSPECTOR.
AS -BUILT DRAWINGS SHALL BE SUBMITTED PRIOR TO THE
BACTERIAL TEST.
4. PRIOR TO FIRE HYDRANT LEADS AND OTHER UNRESTRICTED
WATER LINES BEING BROUGHT INTO SERVICE, CONTRACTOR SHALL
HAVE CONDUCTED A HYDROSTATIC PRESSURE TEST IN
ACCORDANCE WITH SECTION IV, PARAGRAPH 41.4.1. OF THE CITY OF
CLEARWATER CONTRACT SPECIFICATIONS AND STANDARDS.
TESTING SHALL NOT BE DONE PRIOR TO GIVING CITY
CONSTRUCTION INSPECTOR A MINIMUM 48 HOURS NOTICE OF THE
TIME THE INSTALLATION IS READY FOR HYDROSTATIC TESTING.
AS -BUILT DRAWINGS SHALL BE SUBMITTED PRIOR TO THE
HYDROSTATIC TEST.
5. DUCTILE IRON PIPE MUST BE INSTALLED BETWEEN ANY TAP
AND WATER METER. DUCTILE IRON PIPE MUST BE INSTALLED
BETWEEN ANY TAP AND BACKFLOW PREVENTOR DEVICE. AT
LEAST ONE JOINT OF DUCTILE IRON PIPE SHALL BE INSTALLED
ON THE SERVICE SIDE OF ANY BACKFLOW PREVENTOR DEVICE.
AND 3/4" CHLORINATIO LIGHTHOUSE PEDESTAL °
r
20 „
SAMPLING TAP TYPICAL 24
k. +� •o EE DETAI "PRIVATE' DOCK" SIGN �::.. .,. �.� M.... :, ... 3 7 11 °
"PRIVATE DOCK' ' SIGN 15 NAVIGATION LIGHT EX LANDSCAP r. r 3'� d` ANDS RUBS E HEDGE ti� SE NAVIGATION LIGHT 4 8 14 TYPICAL
+ y` STA 0 +00.00 PEDESTAL TYPICAL "PRIVATE DOCK" SIGN 12
ti R9 ' BACK OF SEAWALL
6 EL =t3.0
°
GALVANIZED GATE OR EQUIVALENT, PROPOSED DOCKS 5 9 13 *2 1/2" HC W/ GATE VALVE AND
ECK EL =3.86 (4.72 NGVD) 3/4" CHLORINATION SAMPLE TAP
y° WITH ACTIVE - LOCKING FROM BOTH
SIDES. (PERMITTED SEPARATELY BY OTHERS) o SITE NOTES
SEE DETAIL
PROPOSED DOCK STRUCTURE
"PUBLIC DOCK" SIGN
_EX CONC FLUME WILL UTILIZE EXISTING CITY
CURBED EDGE OF CLEARWATER SIDEWALK REMOVE EXISTING DOCK PROPOSED DOCK
1. ELEVATIONS REFERENCE NAVD88'UNLESS
DECK EL =3.86 (4.72 NGVD) "PUBLIC DOCK" SIGN
(PERMITTED SEPARATELY OTHERWISE SPECIFIED.
BY OTHERS) PROPOSED DOCKS 2. 4.72 NGVD29 = 3.86 NAVD88 ACCORDING TO
2 1/2" MALE BRASS HOSE DECK EL =3.86 4 CORPSCON AS DISTRIBUTED BY THE
72 NGVD )
CONNECTION VALVE WITH CAP (PERMITTED SEPARATELY OTHERS UNITED STATES ARMY.
2 1/2" SIAMESE FIRE 3. LIGHTING AND ELECTRIC PLANS ARE FOR
DEPARTMENT CONNECTION INFORMATION ONLY. SEE ELECTRIC
3' MAX 5/8" GALV. "U" BOLT PLANS BY OTHERS.
SITE DATA TABLE
4" CHECK VALVE
21/2" GALV STEEL PIPE SCH 40 PROPERTY IDENTIFICATION NUMBER: 05/29/15/00000/330 /0100
GALVANIZED OR EQUAL ADDRESS OF SUBJECT PROPERTY: 69 BAY ESPLANADE
GATE WITH 4" SCH 40,GALV IPIPE MUNICIPALITY: CLEARWATER
OWNER: CITY OF CLEARWATER
ACTIVE - LOCKING FROM PROPOSED DOCK HAND RAIL SYSTEM
BOTH SIDES PRO.IFCT SCnPF• rONSTRI ICT FIRF PROTFCTInN .gYSTFM Tn SFRVICFs .. f `r . a
APPROOX. DRIP LINE
EXISTING PALM TREE -
APPROX. 4 TO 5 FT. -�
APPROX. 12"
EXISTING SIDEWALK -►
U U U U U
PROPOSED 4" PVC
ELECTRICAL CONDUIT
ELECT. CONDUIT PLACEMENT DETAIL GATE DETAIL
SECURITY
SIDE GUARDS
AT GATE
I I 11 1=°111 =111, 11 1 =III 11 =III i l 111111 11-
III -111-111 -
-111;
36" COVER TYP 4" x 21/2" REDUCING F
FIRE WATER SUPPLY FROM BFP DI 4"
4" C -900 DR14 PVC 5/8" GALV. "U" BI
BOTH SIDES OF'
FIRE WATER SUPPLY TO FIRE SYSTEM
4" DI TEE 5/8" GALV. "U" BOLT ON BOTH
SIDE OF FITTING AT EVERY
ALL JOINTS RESTRAINED CHANGE OF DIRECTION
FDC DETAIL PROPOSED 2 "X10" ..�.....,........�...,
HOSE CONNECTION DETAIL
6�Y 101 • oq o's
6
5
2 z ,
SAND PEARL
MICHAEL J. GAYLOR P.E. OSPREY COVE PROFESSIONAL OFFICE PARK MICHAEL J. GAYLOR P.E.
CERTIFICATE OF 21764 STATE ROAD 54, LUTZ, FL 33549 PH. P.E. NO. 13098
AUTHORIZATION NO. 26186 (813) 949-5.599 FAX (813) 949-0818
DATE: 10/29/09 REV NO
SHEET C -4
PROJECT No. 07020
TITLE: SITE PLAN
(V I &), C3 n
APPROOX. DRIP LINE
EXISTING PALM TREE -
APPROX. 4 TO 5 FT. -�
APPROX. 12"
EXISTING SIDEWALK -►
U U U U U
PROPOSED 4" PVC
ELECTRICAL CONDUIT
ELECT. CONDUIT PLACEMENT DETAIL GATE DETAIL
SECURITY
SIDE GUARDS
AT GATE
I I 11 1=°111 =111, 11 1 =III 11 =III i l 111111 11-
III -111-111 -
-111;
36" COVER TYP 4" x 21/2" REDUCING F
FIRE WATER SUPPLY FROM BFP DI 4"
4" C -900 DR14 PVC 5/8" GALV. "U" BI
BOTH SIDES OF'
FIRE WATER SUPPLY TO FIRE SYSTEM
4" DI TEE 5/8" GALV. "U" BOLT ON BOTH
SIDE OF FITTING AT EVERY
ALL JOINTS RESTRAINED CHANGE OF DIRECTION
FDC DETAIL PROPOSED 2 "X10" ..�.....,........�...,
HOSE CONNECTION DETAIL
6�Y 101 • oq o's
6
5
2 z ,
SAND PEARL
MICHAEL J. GAYLOR P.E. OSPREY COVE PROFESSIONAL OFFICE PARK MICHAEL J. GAYLOR P.E.
CERTIFICATE OF 21764 STATE ROAD 54, LUTZ, FL 33549 PH. P.E. NO. 13098
AUTHORIZATION NO. 26186 (813) 949-5.599 FAX (813) 949-0818
DATE: 10/29/09 REV NO
SHEET C -4
PROJECT No. 07020
TITLE: SITE PLAN
(V I &), C3 n
c
ek'041FO TE: oM tf
ti*
� 0
A cF A Bads of Curb
I PLAN VIEW
PROPOSED LEGEND
DIRECTION OF FLOW POST (OPTKNfS: r x 4" OR OPnONAL POST +�-
1+1• 2 1 MOL DIA. WOW.
.,°b' EXISTING ELEVATION STEEL 1.33 1.211/17,
.{. TAX.
x•
1.87 PROPOSED ELEVATION 66 MA
NOTEI: PROPOSED ELEVATIONS AT CURB, LINE ARE
AT BOTTOM OF CURB FACE. ADD 0.5 TO
THESE ELEVATIONS FOR TOP OF CURB HEIGHT.
EXISTING GRADE)
M'I C.
rSSCWEULAENEOUS
A/C
� CONDITIONER
AC.
ACRES
MHWL
MEAN HIGH WATER LINE
BFPD
13ACKFLOW PREVENTER
AS.
MASONRY
C
CHORD
N&D
NAIL AND DISC
y ILT FLOW PRD�ION AROUND ORM BOTTOM INLETS
CALCULATED
NGVD
NATIONAL GEODETIC VERWA DATUM
�C)
8
CATCH BASIN
N0.
NUMBER
C.B.
CHORD BEARING
0/E
OVERHEAD ELECTRIC
CBW
CONCRETE BLOCK WALL
O.R.B.
OFFICIAL RECORD BOOK
C.M.
CONCRETE MONUMENT
P.C.
POINT OF CURVE
CO.
CLEAN-OUT
OUT
P 0.8.
POINT OF BEGINNING
CONC.
ONCR
CONCRETE
P.O.C.
POINT ON CURVE
SLF
CENTERLINE
P.O.L.
POINT ON LINE
ELEVATION
CHAIN LINK FENCE
P.O.T.
POINT OF TANGENCY
CTV
TELEVISION
R
SUS
IDCABLE
(D�
D..P.
DEED
DUMIMFIIT OF DMIRM 8ft PROTECT1G11
( )
RCP
REINFORCED CONCRETE PIPE
EL.
ELEVATION
RNG.
RANGE
F.
F.F.
FOUND
FINISHED FLOOR
R/W
RIGHT OF WAY
FHA
FPC
FIRE HYDRANT
FLORIDA POWER CORPORATION
S
S�
SET
SCR
GI
GRATE INLET
SEC.
SECTION
(;V
GATE VALVE
S.F.
SQUARE FEET
GW
GUY WIRE
S.R.D.
STATE ROAD DEPARTMENT
I .D.
IDENTIFICATION
T.O.B.
TOP OF BANK
INC.
INCORPORATED
T.O.S.
TOE OF SLOPE
I.P.
IRON PIPE
TRANS,
TRANSFORMER
I. R.
IRON ROD
T.V.
TELEVISION
L.B.
LICENSED BUSINESS
TWP.
TOWNSHIP
L.P.
LIGHT POLE
U P
UTILITY POLE
(M)
MEASURED
W.F.
WOOD FENCE
�
ek'041FO TE: oM tf
ti*
� 0
A cF A Bads of Curb
I PLAN VIEW
PROPOSED LEGEND
DIRECTION OF FLOW POST (OPTKNfS: r x 4" OR OPnONAL POST +�-
1+1• 2 1 MOL DIA. WOW.
.,°b' EXISTING ELEVATION STEEL 1.33 1.211/17,
.{. TAX.
x•
1.87 PROPOSED ELEVATION 66 MA
NOTEI: PROPOSED ELEVATIONS AT CURB, LINE ARE
AT BOTTOM OF CURB FACE. ADD 0.5 TO
THESE ELEVATIONS FOR TOP OF CURB HEIGHT.
EXISTING GRADE)
FLIER FABRIC
SL� TM N
(MEG = MATCH
I
T
(
-a-- 6' CHAIN LINK FENCE
1d�
iIITiH
y ILT FLOW PRD�ION AROUND ORM BOTTOM INLETS
/� SEC. 985 FDOT SPEC.)
-
-�- SILT FENCE
�
O NUMBER OF PROPOSED PARKING SPACES
SILT FENCE APPLICATIONS
X REMOVE EXISTING TREE
DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWN9
FENCE'S ARE rD M USED AT UPLAND LOCATIONS AND TtIR BARRIERS
e' J
ELEVATION
SECTION WQXRODURSM SLT eV
USED AT PERMIAW T BOOES OF WATER
Z TYPE III SILT -FENCE
M oPncNAL POSr POSn10N
R POULTRY MESH (_20 GA. MIN.)
C4 FENCIE FABRIC
ULU 452 & SEC. M
SPIEL :i2 :i
ppppgSTT OPTIONS: 4' x 4w OR +/- SILTvF,tAw ��
STEEL. Im U119M. MK) PA CANT -
10• MAX. ED 20 6
1.50 ASPHALT CONCRETE
TYPE S -1 OR EQUIVALENT
80 UMEROCK OR D.0 T. SHELL
- BASE COMPACTED TO 98% OF
- .7. - _ - - MAX. DENSITY PER AASHTO T -180.
1
9" STABILIZED SUBGRADE
? S COMPACTED TO 98% MAX.
DENSRY PER AASHTO T -180.
ASPHALT PAVEMENT DETAIL
N.T.S.
R1
N
20'
SCALE: 1" = 20'
40'
POULTRY MESH TYPE N SLT FENCE TYPE ■ SLT FENCE 1 I k t ' k 33 1 11
FENCE FMM SILT SCREEN BARRIER DETAIL I x6.34 all I I drive asphalt I I I Ilo i i tL
FILTER FABRIC F.D.QU INDEX N0. 102 N.T.S. 1 1 ( I
MW SIT NOTE: SLT BARRIERS FOR FLAW 40 M E40 AND TEAL CREEIG MAY BE SM FLDATMt0. FENCE, � ��•16 I I �p - - - "�w� � � I i ®11
a OR STAKED TYPES OR ANY COIOIWMIS OF TYPES THAT WILL suer SITE CONDITIONS NO MEET M
El 04 CONTROL AND 7waV QUALM IWQUIREMENM THE BARRIER TYPEM WILL BE AT THE - - -. I I I I �-
CONTRIiCYONS OPTION UNLESS OTIfJR U WOW IN THE PLANS; HOWEVER, PAYIENT WILL BE MH 2
UNDER THE PAY TTEM(5)__ ESTAMJSNED 0 THE PLANS FOR FLORA SILT BARRIER AND/OR STAKED MH 3 ® / / r 4.18 404' �R � �
BARRIER. POSTS IN SILT IF FJiCES AID STAKED SILT BARPoERS 10 8E e1STALLED N VFRTIOAL r 4.11 12" T �i
ELEVATION TYPE IV SILT FENCE SECTION Po�IiIDN UNLESS OTIEER- WOE DRE011101 BY ENGINEER. � 02 J \ \ hedge 6 hedge °d�6iJc
Z
SILT SCREEN BARRIER DETAILS - -_ ��-- -_ -__- x3.98 2" x&94 II
ley curb 3.9e
r-
Do rn x �� - valley cuf�3 � \�3•e'73.93 4-
- . J�g4
F.D.O.T. INDEX NO. 102 N.T.S. a93 4,01
move Curb if Existin
Exist Conc Drive
Max Slope �1• 1• 10 Max Slope
1/2' E . Joint 1 2" .Joint
6"
TYPICAL DRIVEWAY CROSS SECTION
I i i i ii I I
a It
S c c 4' Min Residential Street 1' City R
Remove Back of Curb on State or Vertical Curbs with a vertical Saw cut 22 9 5' Min Arterial Street 2' County R
or Remove entire Curb and Replace as Part of Sidewalk Ramp. v) iv I-
Modified and Valley Gutter Curbs 1/4 Foot
join exist back of curb ; ` ti. +,.. . , ; • , ,. .
12" Textured Surface 3000 psi conk 4" thick. Constr. 6"
1" " Max Slope ••::*,'•.;; :. Bads o
r ... thick at driveways with 6x6 #10
welded wire mesh. See note 7.
. •.'k. '' Remove to an
Expansion Joint even joint or sawcut
SECTION A -A SECTION B -B
NOTES:
1. Provide tooled WN at distanose matching the Width. Also
: If acs ate lruatlon sodeb which pwvents the placing
of sidewalks a for
attenmft location.
3. Woden and si;x s will not be permitted h Idsw ill, or
4. M rW of any. kind Will on
be permitted an oerete
sidawall, or driveways without specific approval of the City
5. Aoworst.�91 be 3000 pd min. O 28 days, with fiber
mesh 4. concrete surface to be light broom finish.
7. Concrete driveway construction shall be 4w thick w 8x4/IOx10
Welded Win reinforcement.
It
00
r
8. Ramps @hall have a tacNe surfaoe+ tsxbwW to a depth not
boossding 1%8' by use of tamp or roger In oanlmmm with
=requtemente of FDOT Roadway and Traffic Doo
304 or most recent modtlloatlai .
TYPICAL SIDEWALK
CONSTRUCTION
AND RAMP DETAIL
CITY OF CLENMTER
INDEX N0. 109
4" Drop at All Drives
5" 11"
I 1 -1 /2 "R r Wearing Surface
tV
Base
• • • Subgrade • • •
VERTICAL CURB
TYPICAL CURB CROSS
SECTIONS
CITY OF CLEARWATER
INDEX NO. 101 Shest 1 of 2
NOTES:
1. There shall be a 1/2' seal joint between
back of curb and driveway.
2. Concrete in curbs shall be 3000 psi, with
fiber mesh reinforcing.
Call 48 hours before you dig!
IT'S THE LAW!
1- 800 - 432 -4770
a M4.40
1
x 4a7 x x%f ■''� QS x� .es 11 1
BAY ESPLANADE
18 parallel parkin M 4.22 1 x3.07 conc boot romp 1 3.54 - -
Pn 9 1 0.11 --- - egA- ting dodo
pt°ces Ck - w - 4 = = valley curb R"OV£ EX/S% I ..�� gr Gr IS ea floe - _
- - _ 3.88 HJrD "�. -
r 3.84 �co b _ 1
i Walk '. ®` '
- - - - - - - - - - - - - - _17 - - - - _A_ - 6' h°dg° -�2T �'Slil 5 c � � � x 4`� `1 handrail
'c -
- _••''_ _:- - -..�. ' _ - - - - -- � Ai x4,13 4" 1 �1
x 0_ R I p �X
4" x 4.00 "x 4�7 4.90 i ,V T4* I % 1
2" 2 REM014F 1
- - - - -- ------ - - - - -' e
�� X11 1
x 4.22 1 3.95 x 1
X �
I x4.54 6' 12 6' *�
X 4.43 I 6, , '. k.
I
/ -
cons basketball court x 4.91 '�M� 0 x �s1+�430 m 6 7. 2� I c
4.0 1 1
x C I x 4.83 x 4.888) 6'
t7
X 4.s2 PR01�lECT AREA I ,
I I I X4.53 1 3'94 x
I i �14" 1 �
conk walk 1
-•�- -
x4,,�- - - - - -- �,., -- 4.81 ,_ ; i 6, 1 �
r 12' x 4.84 x 4.89 IW
conk walk � - � � �9� 6. 4++ I I x4.34
- - -- I I
4.3 � I v I Nx 4.74 � `•80
a� tk� \' he / �' 6• i I sa reC center bldg I x4.79 / x 4 1 1
I 12"
" 12. n
4'
yEp('IE' EIS
�
I I .•- I ' � \ 2" x4.04 1 �
' ` 12 4'
4 1Cy1 1
o" , f I'f 4 0t 7�
cc
�1
x5.73 12' units I � I conk -44
x5.32 I I I I .52 x4
•��tob - - --I / 1 x4.07 1 �\
410 I I J I conk 1 r X121 \
X 250 5.15 N L- J
x2.14 40 _ I Iw / I L -
' - - - - - -- - - - - -- 3.4f1x
'' 2" Q2,C 1
x 4.54 X4,11110
conc
inv 6 PVC 3.60 n _.--�� x 4 d1 I wooden I � 2" wooden I dock x 1.86 I x 4.07 8" x 4.04 \ 0 x4.08 I / /
\ /1 3.47x
I 12" ' � on /
wooden .p� L
deck x a x -Q77
ICFCPX
x 3.71 x 3.eo x 3.82 1 3.s 59x 1
X -p;52
J.F.CX
3.90
_� _■�
- - - x -1.75 • FCX
x-1.63 -t.81 x-1.53 x -1.69
x
x-1.93 x-1.70
CITY OF CLEARWATER PARKS
AND RECREATION DEPT..
foR PIC
AUTHORIZED AGENT SIGNATURE FOR CSWM
NOTE:
This survey prepared by the City of Clearwater Engineering Department.
The Horizontal Datum Is Florida State Plane Coordinates,. N.A.D 83-99, Florida West Zone.
The Vertical Datum Is the new City Benchmark network, N.A.V.D. 1988.
DRAWN BY DESIdED BY CIEARw M CONTRACT NO
Novo B.A.B . A.1?.C. e - -
RECORD DRAWINGS S�PI -1FC� CITY OF CLEARWATER, FLORIDA s ,' SCALE 4,.
i EUEL,
SSOCIAT S CLEARWATER BEACH / LIBRARY VERT NONE Clear t"r 1 .f � «JeARwA,ER t7TO5,
SURVEYED BY DRAwN BY CONSOLIDATION
DAE ORAWN � SIEET N0.
8
3 OF 4 PARKS &RECREATION DEPT. LAND PNNERS RECREATION -
AN ' CONSULTING ENGINEERS LND SURVE " �
REMED BY
,," �';z
--- a 100 S Myrtle Ave 4625 EAST BAY DRIVE, SUITE 211, CLEARWATER, FL 33764 r ,
PROA= Boom DAN
3'Y' PH 727.822.4151 FAx 727.821.7255 DEMOLITION /DETAILS d
APPROVED BY Clearwater, F1 33756 www.CFREDDEUEI -NET
CITY ER99EEt 10010 L D. QUIZ EN. P.E. 33721 DATE
REVISION DI►TE CERTIFICATE OF AUTHORIZATION # 26320 LICENSED BUSINESS # 107 BRIAN A. BARKER. P.E. 36728 '' x DA
8" 12k 14 "(,A� 12k 7 Hedge
g � •
ea Walk Water 15"0
Fountain 10"
A.
0
e
13" _
too
TYPICAL EXCAVATION AREA O 4
AREA FOR TRANSITION BETWEEN
PROPOSED AND EXISTING SIDEWALKS. 3"
PROVIDE EXPANSION JOINT MATERIAL. 2" 12
13" Straight Cu
12 �-•- o -•-� MANDALAY BOULEVARD
TYPICAL G-INCH EXCAVATION AREA
AREA FOR FALL ZONE OF
SWINGS AND PLAYGROUND
EQUIPMENT.
TYPICAL SIDEWALK TO BE PLACED
ON EXISTING GRADE, FOLLOWING .
NATURAL SLOPE.
,ZM
15 " ",
10''1 6" Header
(' �. Curb
13'k k12"
13"
�u
8- win
'iii k
14"
�--- single sided sign
lost
Ish grade
E TYPICAL SIGN DETAIL
2 scale: (not to scale)
TYPICAL CROSS-SECTION OF
PLAYGROUND SURFACE
1 scale: (not to scale)
St. Augustine sod
Finish grade for sod bed to be 2 Whoa
below sidewalk.
6" concrete sidewalk
ADA acassthle mulch. 6 & 12 inch depth
of Sllaw system 300.6" Depth ouaide fill
zone & 12" depth within fall zone of play-
pound a
Excavate 6 inch depth outaide of fail zone. Excavate
12 inch depth within playground fdll zone playground
dreg su<rounded by console sidewalk. Excavated
material ,hail be removed from site.
6"x6" welded win mesh
minimum r overlap
4" smooth troweled band
nAw aw panel
23'x 45' r
.Y jo rough broom finish
." perpdWiculsr to
is playground area
typical 4x4 pmot to Note: pte-made expansion
joint material, spaced 24' O.C.
fwah grade
(4!% 1/4" radius on all edges
PLAN VIEW
CROSS- SECTION 6"x6" welded wire mesh
H-1 TYPICAL PARKS RULE SIGN A D r,� FISH
1 scale:( not to scale) I scale: {not at scare)
RECORD DRAWINGS
SURVEYED BY DRAWN BY
RENEMED BY
PROJECT LANDSCAPE MRtXiMT DATE
APPROVED BY
sUPERVISM LANDSCAPE ARCHITECT DATE
Iv
CD
12"
2"
12"
14-
no
15"
--'12" Rec Wat
3" Gas n wnTar
2" IU 12" 12 "k
PARK
IDENTIFICATION SIGN,
8 SF SIGN FACE
WITH PARK ADDRESS
— LINE OF SIGHT
VIEW CONE
10' HIGH BACKSTOP,
BLACK VINYL
CHAINLINK FENCE
12"
12" Water
4"
Straight Curb
12"V • 10"
I I
'Clonc Walk 8"
PRE - ENGINEERED
20' UMBRELLA
DOUBLE SIDED _
PLAYGROUND AND
PARK RULE SIGN (1)
PRE - ENGINEERED
STRAP SWING
PRE - ENGINEERED
PLAYGROUND
EQUIPMENT
PRE- ENGINEERED
STRAP SWING
TYPICAL 6'X6' MODULE 6" _
THICK CONCRETE
SIDEWALK, SLAB ON GRADE,
FOLLOWING NATURAL
SLOPE
6
12
8" Conc walk 2
12"
Vallev Gutter Curb
Fountain
•
•
,
2" Roo Water _
3" Gas
14 "k 12* -- y 7 H
•
fIII/II / /��i� 111E
`,,tilAZASEAL''��'l CITY OF CLEARWATER, FLORIDA YOU
�.� �� CALL LOCAL PUBLIC
% PARKS & RECREATION DEPARTMENT UTILITY NOTIFICATION
i9 : � CENTER
�grER ,��;� ►'t "Take a Break and Recreate" ,�.4NOUNS =
REVISION BY DAZE �•.aia YOU tDUVAN
. r t
" 12"
n
L
15
•
b
12" Water
0
McKay Park
1I
,rte
;i
1
i
d f
a
n
Curb
m
LAYOUT &GENERAL SITE PLAN
"
0
13'
CHECIM BY
LC
m
rn
3
O Reclaimed Water Vdve 0 Bush
C
® Stern Mor""
O Reclaimed Water Meter * Cedar
14"
N
Telephone Pedestal or Box O Oak
N/A
x Flnklhed Floor Movotlon
a z°
vER>:
0 Mater Mete►
x
�
• Water Valor
3
HGRIZ. 1 "= 20' -0"
A Fie Hydrant
X set cut X aan Parkklg Meter
•
N
a eou Allan
U
LW• •
C
•
JUN 1 1 2003
15"
.0
U
coNSTRUCTION
Q.
•
NOTE:
DEVELOPMENT SEHv►CES p
CITY OF CLEAHWAti: R
Q
ALL PRE - ENGINEERED PLAYGROUND EQUIPMENT
2'
2"
12"
14-
no
15"
--'12" Rec Wat
3" Gas n wnTar
2" IU 12" 12 "k
PARK
IDENTIFICATION SIGN,
8 SF SIGN FACE
WITH PARK ADDRESS
— LINE OF SIGHT
VIEW CONE
10' HIGH BACKSTOP,
BLACK VINYL
CHAINLINK FENCE
12"
12" Water
4"
Straight Curb
12"V • 10"
I I
'Clonc Walk 8"
PRE - ENGINEERED
20' UMBRELLA
DOUBLE SIDED _
PLAYGROUND AND
PARK RULE SIGN (1)
PRE - ENGINEERED
STRAP SWING
PRE - ENGINEERED
PLAYGROUND
EQUIPMENT
PRE- ENGINEERED
STRAP SWING
TYPICAL 6'X6' MODULE 6" _
THICK CONCRETE
SIDEWALK, SLAB ON GRADE,
FOLLOWING NATURAL
SLOPE
6
12
8" Conc walk 2
12"
Vallev Gutter Curb
Fountain
•
•
,
2" Roo Water _
3" Gas
14 "k 12* -- y 7 H
•
fIII/II / /��i� 111E
`,,tilAZASEAL''��'l CITY OF CLEARWATER, FLORIDA YOU
�.� �� CALL LOCAL PUBLIC
% PARKS & RECREATION DEPARTMENT UTILITY NOTIFICATION
i9 : � CENTER
�grER ,��;� ►'t "Take a Break and Recreate" ,�.4NOUNS =
REVISION BY DAZE �•.aia YOU tDUVAN
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15
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12" Water
0
McKay Park
1I
,rte
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1
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a
n
Curb
m
LAYOUT &GENERAL SITE PLAN
"
0
13'
CHECIM BY
LC
0 Metal Llyht Pole
rn
f Guy Anchor
O Reclaimed Water Vdve 0 Bush
C
® Stern Mor""
O Reclaimed Water Meter * Cedar
SCME
NONE
® Sanitary Manhole
Telephone Pedestal or Box O Oak
N/A
x Flnklhed Floor Movotlon
a z°
vER>:
0 Mater Mete►
• Found Iron Rod lE Papaya
• Water Valor
■ Found Concrete Monument Unknown
HGRIZ. 1 "= 20' -0"
A Fie Hydrant
X set cut X aan Parkklg Meter
hase I —S
N
a eou Allan
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LW• •
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0
JUN 1 1 2003
15"
.0
coNSTRUCTION
Q.
y �`
NOTE:
DEVELOPMENT SEHv►CES p
CITY OF CLEAHWAti: R
Q
ALL PRE - ENGINEERED PLAYGROUND EQUIPMENT
4®•I
10"
MANUFACTURES RECOMMENDATIONS
BCP2003 -06286
&1
1" 14
EXISTING SIDEWALK
TO REMAIN
LOCATION OF
TYPICAL BBQ GRILL (1)
TYPI ANDICAP IC
3 -SEAT NIC TABLE
WITH GAIV E TOP
TYPICAL 4 -SEAT
PICNIC TABLE
WITH GAME TOP
TYPICAL TRASH
RECEPTACLE (3)
TYPICAL 4' BENCH (2)
TYPICAL WATER
FOUNTAIN (1)
TYPICAL LIGHTING
STANDARD (4)
G1
LEGEND:
nL Wood Utility Pole
m Haas Bb of Banana
CHECIM BY
LC
0 Metal Llyht Pole
6 Irrigation Control Valor
f Guy Anchor
O Reclaimed Water Vdve 0 Bush
® Stern Mor""
O Reclaimed Water Meter * Cedar
SCME
NONE
® Sanitary Manhole
Telephone Pedestal or Box O Oak
N/A
x Flnklhed Floor Movotlon
Stan Palm
vER>:
0 Mater Mete►
• Found Iron Rod lE Papaya
• Water Valor
■ Found Concrete Monument Unknown
HGRIZ. 1 "= 20' -0"
A Fie Hydrant
X set cut X aan Parkklg Meter
hase I —S
N
a eou Allan
LW• •
n1
JUN 1 1 2003
,
coNSTRUCTION
- •� .:
y �`
NOTE:
DEVELOPMENT SEHv►CES p
CITY OF CLEAHWAti: R
P1
ALL PRE - ENGINEERED PLAYGROUND EQUIPMENT
AND SWINGS SHALL BE INSTALLED ACCORDING TO
MANUFACTURES RECOMMENDATIONS
DRAWN BY
RG LC
DESIGNED s,Y, r r''", o o t ,,, �PF�
CHECIM BY
LC
CONTRACT NO.
SCME
NONE
SUR
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No.
N/A
JOB No.
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HGRIZ. 1 "= 20' -0"
$ -
I>SMG9IAME
hase I —S
N
a eou Allan
LW• •
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APPROVED FOR
coNSTRUCTION
- •� .:
y �`
(J J
'" " " "'
BCP2003 -06286
PLAYGROUND
MCKAY PARK CITY OF CLEARWATER
Zoning: OS /R atlas# 258A
NOTES:
1. PROVIDE AUTOMATIC IRRIGATION SYSTEM
WITH 100% COVERAGE FOR PLANTING AREAS
2. PROVIDE 3" THICKNESS OF RECYCLED PINE
BARK BROWN MULCH IN ALL PLANTING AREAS
RECORD DRAWINGS
SURVEYED BY TDRAVIN BY
REVIEMAED BY
PROJECT LANDSCAPE ARCHITECT DATE
APPROVED BY
SUPERVISING LANDSCAPE ARCHTECT DATE
REVISION
BY I DATE
A SEA��,'C'1
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V ,
, 1
=�gTER F.� s�
1 Rec
Straight Curb
MANDALAY BOULEVARD
CITY OF CLEARWATER, FLORIDA w
RN ATEE
PARKS & RECREATION DEPARTMENT UTILITY NO RCATION
CENTER
TOLL FREE
"Take a Break and Recreate" WL a " ww
YW MAVATE
2" Rea Water = _
McKay Park
LANDSCAPE PLAN
Conc Apron
5"
®12
JUN 1 1 20(]3 i
DEVELOPMENT SEgVPCES DEPT
CITY OF CLf.AAWAT.F A
DRAWN BY RG LC DESIGNED ear,, CHECKED BY LC
AVERT. NONE �` • • 1�EE q BOOK N0. N /
Nmz. 1"=20'—Of ol:a► T DMKi N Phase I—
P
APPROVED FOR - �• • fi
CONSTMMON = r
CONTRACT No.
JOB N0.
o eou� Pflan
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