1875 AIRPORT RDa CITY OF CLEARWATER - PLANNING & DEVELOPMENT SERVICES
TREE REMOVAL PERMIT
K1AAAG nP (1\A1NlPD di X1.1 I'LK1_ t. Jlor)'�',7
OWNER'S ADDRESS (f
PHONE '? Z') el gee)
SITE ADDRESS N(17. 0r,
LOCATION OF TREES) ON LOT UWAA
SPECIES AND NUMBER OF TREE(S) _1vr�l �(>JC�r,c��nnia
TO APPLICANT:
& 0 (e c_v-,A V: - 1. 0.6114 A 264
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.
%K4 &&V
REASON FOR REMOVAL:
xi� onstruction
Permit #
-See "A" below
0 Hazardous
0 Declining
0 Dead
I 0 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 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 (L) 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 Z's
1. Tree replacement minimum standards• overall height,- 44'coliper, 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
�re�rr ermit issued hall renderit nuloid and be consid a violation of the Community Development Code.
e o o ner or a p ant Printed Name
Address c3 Agency Re resenting OCL #
C J A,e J1 - 7D -�_
City ftfe Zip Phone Fax
DO NOT WRITE BELOW THIS LINE - Not Valid Until Signed By City Manager or his Designated Agent
Inspector's Comments:
Required Replacement Trees:
Applicable Code Section: 3 - /Zos-
Based on the Inspector's comments and information submitted, the above removal application is:
0 Approved as Submitted q Approved- Modified as Noted Above ❑ Denied
Signed: &�__ Date: ��TZlo y
Communi Develop ent Coordinator or Designee /Inspector Valid for six months from the date of Issuance.
1362.0001 -GC White - Planning & Development Services Yellow - Applicant Rev. 4 -01
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SECTION 12, TOWNSHIP 29 S., RANGE 15 E.,
%^
PINELLAS COUNTY, FLORIDA
PARCEL I.D. No. 122915000003200100
VICINITY MAP
• AIRPORT
%. o° x ^°o % 4d7 x140? x^ °� 1re, x'{a^ x ^°e x'4°0 PALMETTO STREET
,.
.� / a o
Gd1 C,e•n 624'
Z
24'k ^,t, CLEARWATER E X E C U TI V w x D
t2.
i Elec. inground i G 0 L F C O U R S E a N. T. S.
1t. % a` a AIRPORT DRIVE to
.x ^�.
% 03- %
sand ,1109 %^ %.�9 k` x�° x ,° z� x �� , y, ^�^ ^,� ^�� �^ ROJEC
^° 24 . Q • •�' / x ^�. x �. x x x x x x Z
T% GILBERT STREET v'
p3- �•\• ,ry 15" 0" • •�e0 C� �� N SITE =i
0' ��,\° � ` / /• � x `Der-
Inground
�0 box, l
r' 'z ? I FCe. DREW STREET
„ _ I ° 3• o zo• ° 42" PROVIDE V -SWALE AS gt2o` may, `��'b x00,►y / • Ada' y r 24•(4) I ^ ° ^ti o'c.L�
SCALE: 1 - 30 TREE BARRIER JNDYCA7rD TO OJR£CT M2< - • -,�0• -• 4% ---r '
GRAPHIC SCALE (IN FEET) 03" (�) R/NOl 717 Deawnav �� AN �i � ' °" Q ` ,� 2 - 10'C•L. fce•�..
I A.4" SWAL£ A 096.t L.F '•� 0 R A V E L ^a 6 o TOTAL LENGTH ^ 0 /,�� ,(,` �'► h^ o ,(v` ^,�� x'►-�' ,(,� � x
0 I ^°^ %" xd•• Ito• x�• x'�' � ,0 �4 x �`' '(`' d o'i• ._- x---^ ' - %1�� -j
Elea. Iner°" LEGEND GENERAL NOTES
% I g• Granite / 1S 6' �, %1%' ,(y�'t �- box
''p20•J 24-(2) •post / 0 I ,
E 7Q60 �"• 7Q40 / e "' Ground Oran 0y ° I. Subject site Is located within Flood tons X according to FIRM
II 1(nry . ,,• 140 EXISTING ELEVATION Community Panel Number 125098 00110, revised dote 8/19/91.
1 7175 to" / !� r°� ,(►•'` x 2. Handicapped parking spoca, applicable, pr y
CONCRETE yV J s ed and str�ad In accordance with (Florida Statute 316 onld
EROS/aV I 5D. 71.75 a4 ti^ + ,(,ti` x,�'J NN l(`' x ^,v, ,Po 70.00 PROPOSED FINISHED GRADE then Manual oo Uniform Trofflo Control Devices. latest editions
/ .(� x. II I I �� 3. AN paved on -site pairing spaces shall be striped and signed in
COWrRa Qo`v i ` x� x NEW CGriC. SLAB II Otte "(7) (.a. gl accordance with the Manual on Uniform Traffic Control Devices
BARRIER I I PROPOSED 50'x100' HAND /CAPPED 11 COWNECT TO E.Y/ST. 'a I o8f M.E. MATCH EXISTING GRADE and Florida Department of Transportation Standards, latest
(Typ) 1a5' CART BARN Al fa5• •_ 370 L.F - 1 "PVC(SCH40) AGICESSiBLE SIGN Asomi T OR/ W Y ^ x� Qi8 "(2) e` n bik. b REMOVE £X /ST. editions. Parkin spaces, directional arrows. and stop bore shall
MAINTENANCE BLDG. DaVESTI'C WATER SERVICE o� (Typ) I ,� ,ry 4 . typ. ASPHALT OR /i2�WAY -•�• EXISTING DIRECTION OF bs striped In w�tITE.
w •(► 0 0 4. AN disturbed woos within rl hts -of -war shall be restored to
f,F. EL. 72.00 '(`'^ �' '�'''(' v ^ ^ 0 e 0 0 SURFACE WATER RUNOFF
^ �• `? '4`''t" ___._ x'• -«'t= � � o ?� a ^o• .40• ^a Ito. ,4a original configuration and sodded y
x ^ay I 0 % ^o x-+F^ ^.• I .� x x x x x x 5. Signs as Indicated hereon shall be In accordance with the Manual
x 4p I " I --*- PROPOSED DIRECTION OF on Uniform Traffic Devices, latest edition.
i �« • drg "O Mode uIn 4 "x4" / PROPOSED 6' W. t8� terra e� `� 0 °`� EX /ST. DRIVING RAN(a� SURFACE WATER RUNOFF 6. AO elevations as indicated hereon are based on National Goedetic
I <3j t�"(2) SAN. C . CONC. WALK - REMOVE' EXIST. I ?ry STAnal TO REMA /N vertkd Datum (NM).
(g) 0a, v 7. Boundary andogrophla Information os Indlcate0 hereon taken
I�u,Itaw. ]�,� -( i1 .Sobol palmetto tg- 3) t " /NV 6 .7B FLUSH w/hANNG ASY�HALT PAVING 0�� �°, 024• qty ^ Q ` tl••• 0 0 E3 0 EROSION CONTROL BARRIER from a survey, iurnbhed by the qty ot..gearwoter.
grade: (0) spFgNsa • 5* 7) ,F grade: (con) " C V -
Y $.intros tare thitdius C L U B H 0 U S K1 "�' •r •(• Et12• O
gro (o) ales /NV 66152 Elec inground2•i'S" ode. (2 to F /RE H AN 100 L.F. - 4 "PVC 01 0 3 9 1 1:118•(2) 0 G 1 EXISTING TREE'
box AS MB SAN. SEHEIP ®LOOM ^01(v` „i,� fi' 0ti ,(,' ^x-.,h six CONC. UPR /GHT R P N ,, TO BE REMOVED
g Sabot polmstiol8" cabal Polm o FLl�SS/ THRU ¢? ' ''' AR �` _ x �y ,^ 0 CURB , G
,rte, 08, grad.: (1) 1` grade: (2 174 L.F - 4 PVC H ANT �L F.F. aev 78.52 vra • *• • r � o h , v N
aleuco qulnqu raw 1 " PLUG �o palmetto SAN SEWER O 100$ ( )
CONSTRUCTION NOTES
p 1 9
1'� gr . (i) b'h 01' 4.75' Plantar Plant 8 �x � 6
ads (o) species TBO & 0 0 0 a0 ^off 1 v"y ��' ^ ce # "� x'�� x^°� x'4°0 x^°0 x^°0 x'f
0 t5" 5)x 1ta ^a' 1� x^ x 3 x� .(� ,(.• �.
,o SAMPLE TAP x x x ,�. �� ; .. 1 �, �� "(2) 0m. A� 1. All construction. materials and workmanship shall be in accordance with the latest qty of Clearwater and
x I 71 Florida Deportment of Transportation standards and specifications.
M/7R0. £ND 5 �- '('' �• 71.90 tg• Qty" 4 0' 00 2. The Indicated locations of underground utilities, structures and facilities are opproximote only and reflect
Meloeh�oG qulnquener INV 6i S6 TYP ..: .;• �(`.. ' r . L scope () � the best Information oveNobis from surveys and records and have not been fleid verMed The contractor
grade. '()species I 7x90 , :.:�' +r It typ x1(� " shall verify the actual locations and elevations for to proeeedtnI with sty conatmuctlon activity whin
71.75 71 s ..� •+.. 1p I I calla WHEEL STOQ (TYP.) may offeot such utllitba Contractor shall cat '�suNSNINE STATE -ONE CALL" 1-800-432-4770 of least
•arts Sobs etto ?4• Q° ® 71 w 1p• San ,ti O,� tc, bur, 48 hours In advance of start of construction.
t`F REMOVE & REPLACE O , {yp 3. AN construction staWg for site improvements as shown hereon shall be performed by a State of Florwo
r i f 71 C/ (7 18 ,1. o?Eoq� .(� CO I �y e i Professto ld Land Surveyor.
Saba �olme o 75 EXIST. CART PATH AS r- ( J j ,P o R£AIOVF EX /ST. GRAVEL 4. AN bockiNl over on T
M/7R0. QVD NECESSARY TW.. �/`� �" REMOVE EXIST.
grade adr. �2_ ( ) � eP roadways or within a embonlanent of roadwo shall be y pe storm sewer. sanitary sower. water Imes, etc. that is to be placed under
t5" /NV 69.75 4 .px ys tin ys. compacted In accordance with Florida Deportment
9. ,1.,(. •t� 140 , /p REMOVE' EX/sr FENCE of Transportation Spalfk:otions, Section 125.8.3, latest edition. This particular notion specifies compaction
Sabot palmetto mlrRa END R1D RfO' ?' REMOVE EX /ST. GRAVEL & to 1OOX of the maximum density as determined by AASHTO T -99.
grade: 2 5990 M/TRD. END R2.5' -`I5 1� fa'� �° H£DGL'
/NV 70.10 � 7L50 /NV 69.65 5' 7Q73 cis �� ASPHALT PAVING 5. B ndR minimum clearance between water moIn and any sanitary or storm sewer IIne shah be 18" vertical
» 24' ^ _ ---'`a o ^ .tor x h * ? 4 e ^ ^ oand 10' horizontal (parallel). A/E. ^ 1 -45 KENO 4 -- ,(. x'4 x'►° x°' x^° x't° x'P x'►°' 8. esrwtss claimed by the owner, materials InterterTng with construction. Including all abandoned
%,4,•^^^111 PR SEO x � x ^ " N # F ' utility Imes, pipes, structures and other subterranean objects to be removed, shall be disposed off -site by
Mower gam 24' A SpHA OR /V£ �'�f'B ,4a 1 -22.5 SEND %� S 7p qP c� Son. RBS' ^�� r 0 �-- 4. the contractor.
7aso ^° '�' °� --'-' ° 7. AN areas of exposed or disturbed earth rest ltln from construction activities shall be solid sodded unless
`� a0 Tank ° ( F�- --•"- �' „ ° I 10'� REMOVE EXIST. CART BARN otherwise directed by the construction documen a.
I I M£ o A SM2 T°�3 �es CANC. SH # `' 1, �r ^° ° •V &MAINTENANCE Sir/ED IL contractor sholl Provide all sheeting, snaring and'brocing required to protect adjacent structures or to
4 „1 I Cp�g ^° 't`' ° O '4°' k, minimise trench width• Where a separate pay Hera is not provided, the cost of all sheeting, shoring and
71 ?5 24' 10 !8' pve O .m" ,(• 9' AspTh: "arlve -- ,� bra ft snail be Included In the contract price hr the Item of work for which sheeting, shoring and
L
'"` M/1R0. ENO exposed
- + / /- O Outlet x r '�' r o v ° ^a Broken '� •P� 9. is �kprroposed utility and storm sewer structures w hose tops will be
40 L.F. - f0" CON 201 PVC 71.60 Rao T1.Ob / /NV 69.00 c ' planter Within unpaved
god Ito (2) ps, rMr! �• o a bit a or Pedestrian wal to shod be oil steal so that the top applied.
_�
,� 8lcw i',�� / � �� ,;a'� oroosapDgjeot to vehicular, yd pew ju oD
OR ' C0J �T ® 0.40. 40 7 + adr t o yti -,� �, x �yf� x , 45• ' Aavhat L ? ,� , the covers and frames are no more than one Inch above Intoned grade. Where sodding b
4 tY () '� ) _,� , �°t '(` .p _ >f •{� �. finished grade ti n. o to the top of the tun after the sod is firmly placed. 7 422" i �- , ej+•r � �,�.. t7" fB' 6- � ,F• �_ Mry 10. During connstruction, contractor shall fumTeh. Install and molntoIn ON necessary traffic control and safety
4 1 7 Z• wide Conn. Slap - _� Devices" (AtUTCO) and the current Florida meet of Transportation �,/ �- Rt65' Department of Tronsportatlon 'Marud an Uniform Traffic Control
y0• 74225
6' 4• 624• ® 14• UGPRlriR/T CURB y4•'� 7/ \ 4• 6" to 1 p ttoZ3i' - palmetto h C , 0 d; " Deport (FDOT) "Roadway and Traffic
�� 5 0 / 0 (p lalmet % x T x,�. 10 ` \' %„�, x� 8`� ►? 2.5agtt '4"x Design Standards. AN proposed traffic control devise such as signs. makings and other dwices as
REMOVE EXIV. ORAVEL �A J I 1►`' Mab,typ. Indicated on the plans snail be In accordance with MUTCO and FDOT "Roadway nd Traffic Design Standards
AS N£ RY TO ® x PROVIDE %4' W. CURB •50 5 r`' X/S WE L O xisttnq Aspl�al3 PEhvtng REMOVE EX /ST., ��d�' art 13°r^ I p [ �t pop it. After canpdetion of construction and find acceptance by owner and ageneta Raving jurtsdlction, contractor
19 + ^` shall remove and dispose of ail erosion and siltotton control devices, hdudIng but not 1imlted to, silt
y AC"OIDATE NEW �EN /NG FOR D A/NAGE 19 V COWG: SIRJPS olo Nalum oleander (shrubs)
° m '•� aT 71 ?5 ® (J wT• Wash gtonk robuato ^ 'C' P rng bOrrters, hay bola, al
1i`' ASPHAL T OR/VE ® (TYP. i�i/ERE SfiOlilVJ ms 1 Us �01�„ 1 mod, grade: 3) location t, !� II Ar.o wy 2•„2 8• Cora, 12. Contractor sh0N coordinate oil work with utility companies In order to prevent damage to existing utility
`r_ v �_ t4- .axedam�J Ikea and the making of adjustments to some, If required.
.h ® 71.00 Q,e ®°" '�' ,w 3'IKadf (0) $Pddit- » l4 .2• Wide can i !iURB -r„4� ro ',ay !p Stobs,4P. 13. Fire hydrant, is Vol Working -�•-- a► anal oil ve anal blow -off valve assamblles .hail cahsist of ail pipe, vulva, tees, fltttngs and
Pmt T % w 5' a 4' ►sp 't`^ � f4. Ad�utun manhole a to oteh grads and cope of the fMbhd unit. shah be Included In the
/ ®� ..• v oA Cava (1)) RS5 1 /r FIRE UNE (AWW� C151 AR O A�°- �� -� palmetto anhtraot unit price for the manhole, payment of which will constitute full compensation for the
GiT R/5' aP 70!75 L T ` 24
rib GYJ 0� -.- Roil F 2f• - PAVING •) 7i a 7/ 40 7150 1< \ fB5 L.F. - '� �' a (7J
f �lb " - -�,. a4ox R6.5' V -SWALE O 0.30.' ra,Saba palmetto ,� �, construct and aomplsttah of the monhde, anal no addlitonal payment will be allowed or mods for
1(•^? Q °s 24 L.F. - 10 CONT£GY 2000 PVC 1 a40X -X60 Existing As q ��t g ,t ^' grow (3j ^° ►o ►av"dt 15. Theestkng manhole tops
r � REMOVE EXIST, lotnt deAectiah method snail bs used where p�roctical In (tar of knatdlIng bends.
OR EOU/VALENT O a 40x 7a2V 7d 70 (w� Asst) �� C p
FIRE DEPT. � \ � EXOP, �'� oteondar (��)� # ASPHALT PAVJNG 18. All solitary sewer gravity pipe snail bs PVC- SOR35. unless otherwise noted. "
17. All water pipe ktrgar the► 2 dlaneter .hail be PVC, AWWA 0900, DR,4, anal all woter pipe 2 diameter and
.�' {� ' 6 PROVIDE 1.0' M /N. COVL�R OVER Al I ..w• 5 I o� o + o°� �i ® `( \ ,4a^ ^O!` I f, ^00 smaller shall be PVC• Schedule 40 or Polyethylene (PE) Tubing and conform to ASTM 02737, 7URNAROUNO » ^° $ x,4+ ^1 , x x ^` ,P ` ^° x ? x x x Indicated hereon. SDR� oar
`�- 18. AN storm drainage ips shall be RCP -ASTM C76 for circular pipe and ASTM C507 for elllptlod pipe, unless
%^ 54 L.F. 12 CAA( 2000 PVC \ otherwise noted. ENtpllcd pips snail be wrapped with MIRAFl 140N filter fabric a approved Wdent Clrudar
67H OR EOU /V NT O 0.40.1<,' x 19' --�1 " 9' 9 23 R ��� -'r` ' \� PROPOSED 23 !2?ASS p et
RE- / /ST. \� \ DRIVING ANGE STAnANS pips under pavement, drives and slowolks shill also be wrapped with MOM t40N filter friar or approved
C T AS d Zrov M/TRD. END CANE" UPR/ T ?4' \ equivalent.
I b I N c£SS,aRY son /NV 69.28 /4 CURB (TP.) 7 I 72.5 R164 S Contractor snail be responsibto for conducting hydrostatic pressure test(s) an the domestic water and
24 75 REMOVE EX /STING /B' �! \ tiro One system. Each system shall be tested at 200 pal (min.) for a duration of two (2) hoes and
/ \ �B �U / � no leakage is allowed from either system.
10 7x95 A 20. Contractor shall be responsible for documenting and maintaining os -built Information which shall be
?y �q CONC. FLUSH 7,p o ASpHAL PAVING + ,{ 19' \ S recorded a construction progresses or, of the completion of appropriate construction Intervoi(s),
CURB fa 7D�/ \ \ and shall be responsible for providing all applicable data obtained to the Owner for the purpose
DEIM776W POND 6• f 9 FU711R£ 12 "X12" GOLF PRO of preparin Anal as-built ( record) drawings, AN co-bult data shall be collected by a State of
^` 1 25 \
x 7iIP OF BANK £L. 70.00 ` I g'
BOTTGiN EL. 69.25 X24, B 1 19' R1 ?.3' g�navholt PoNny \ TEACHING STATIAN Florida or shollobe !.anal Surveyor whose serNca are ena°aed m the f shop drawings
Tiled A"") FF. EL. 71.50 \ 21. b Ownerand Engineer responsible tor t theory the or fair cat number of shop drawings for review
qq Engle pr doming or fabrication of !hose Items requiting review.
&I SoS B 1 ^ � 0 + e � q 71.50 b � � 0 `' 0 °* Shop drawings will be required for the following Items:
nil 0 * 0 •P' ^° x o Existing Asphalt Portnq x^ x'W ( I x o x1 ® x^a \7 I xA x'� \ x't° x^ - Sanitory sewer pt mh storm drainage pipe and water main pipe Including certificate of manufacture
x ^� cis x x^° x x ( '4° (Mined Asphalt) Q4oX 40X ^° a40X - -*-.- -Fire hydrants
R65' _
REMOVE 74260 a401r _• _a4o -. x - "� 7160 - Valves. flttinps and related appurtenances
t Greer So°d {rap X/ST. FENCE 7a1 74 _. agar ?4' �' 7a Cava FLUSiti 7112 I R15' . 71.25 i ( ; \� - Prevost manholes and inlets
/-t6 -� 7 7x72 CURO (nP,) 7195 71W L.� J �( \ EROSYAN CAN7RAL - Manhole min and covers
- Inlets covers, rings and grates.
RE 0 EXJST. P M 2 "1 "O rasa 3' LY/RB IRANSY ON ,'"� �7aas \ BARB /ER (m) \ ?•
7R£E D TEO - tz I PRQPOSID 6*AS.SI PA KING( I I I I I I 7aso f5' , s
BY o►�vER (7rP) �.. J ' � i i --�-I- 91 I 1 I i I 1 19'1 { 129 I I ( °) �2. 1 i fi 1 71.7 15' to' Cava ± ►� a ,. .,�.. .... *� �.�.. -• ...�
Inay i I I I ll-,. e.... oe. •• •- - -- -. •- •- -- z4 b 24-
M1rRD. END --J
INV Sa95
12 L.F. - f2 "x18 "?Cp
O 0.40.E
-.. - R125' s e: " .s. r..n� 8' F�A 1P 6 C.L F
UPRIGHT of .__ 1tS - z !- ,'-= G�---- � 0' 4r ► /P f%R /
CURB �t° _ --' - - ,��!-!��Q-Q��1�(�--6-oL of -sank eti o o ._ _.. « --`�'« \ 6 D E LINE'
7N71. 00 e• 3 CURD NOW f,')51T -" R AS IF x � 01r � p 0 _,�+�� - x °moo--" '��pt ,� ,�' �° ae.�,o� ���� �" � � � (AWWA C151)
' x �s--- ,w 1 r *' t PVC DOM S7iC
P0 t r''ru' _ �►t` -- - rt6' -e` o x� CURB (TY,t!! ALL ®LnGWS).: ®re. O� r r. -- x---- g-nitd+ .-- +r^°_' -+r- -� 4 Con « stwdk - �:�s^-- - }.._x SERVICE RIYLINE "
a` ^° s,>y1eT: sew m..n..,P1�..., ..... N � • .! '� - - it . q 6 G V
save sal ,era ,es see ,:r Q$ to• •,n• y �- ^ ..
,aa xxam son ... ".. J ' 4' Cane. M .- °Walk- - _"..- - „P� �
,m ,.e ee hiie ® ®see nom V VI�a rll7 ....fR� --- �.. .-+• •1 _ .-
" �'£ ._._. - Edge of Pvmt gyp° .0 mil 1 WATER METER / ` e "
► 36.53' -•t ' -'T2fY ' R,iO' alt x "
x d 4. ate sidewalk ^1 ---_ 'P 8^son.F �0` AI.E. ,tad+ x,N, �. %� w/SFP DENCE' / \ SERVICE TER
.14 ® e ..., �°• 7'nn nt -e r_ o q�e �1 1P x ,t0� x^°' -- Kill x
Oti ¢�,o Y 00� 0 1 aA ° `°' --g-w �' CHLAR /N£
v^ti _- -' Al E �,�y % Edos _._-- ,� 1 " - 90' BEND ` #1ll AV POIA
8t '�
6• �x -- 16•w -- ---- �o_t Pvmt �- - -M-"""
" � % v REMOVE &REPLACE EXIST. calla
6•w "sbnC 6 - '�'" % _ ___k_�P s E.O.P.- ^onP 0 �� x� ti STOI EWALK TO ACCO41 /MADA 1F NEW i
x�, a ML�I E'WALK _ 2 0, o PROVIDE 3' CaVSTRUCA6W JN ACCORDANCE I SLEEVE & PVAL I
1,ry x� MA XIST. RDIEWALK _ 7RAN9;70N O w ADA STANDARDS X
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02 -10
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RENOVATIONS & ADDITION
1875 AIRPORT DRIVE
CLEARWATER, FLORIDA 33765
CONSULTING * PLANNING EB 0007622,
S
1807 PEPPERTREE DRIVE PHONE: (813)855 -3510
OLDSMAR, FLORIDA 34677 FAX. (813)855 -1572
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PREPARED FOR:
CLEARWATER EXECUTIVE GOLF COURSE
1 875 AIRPORT DRiVE
CLEARWATER, FLORIDA 33765
GRADING, STORM DRAINAGE & UTILITY PLA
GOVERNALE ENGINEERING SERVICES, INC.
DESIGN BY:
Ys e� LLG
=' "�.,� DRAWN BY:
; CAD
DATE:
8CAALE:
PROJECT N0.
02 -10
CLEARWATER EXECUTIVE GOLF COURSE
RENOVATIONS & ADDITION
1875 AIRPORT DRIVE
CLEARWATER, FLORIDA 33765
CONSULTING * PLANNING EB 0007622,
S
1807 PEPPERTREE DRIVE PHONE: (813)855 -3510
OLDSMAR, FLORIDA 34677 FAX. (813)855 -1572
4
3
2
9/9/03
7/10/03
6/24/03
REV. FIRE LINE
RELOCATE PROPOSED CART' BARN/MAINTENANCE BUILDING
REV. FIRE DEPT. TURNAROUND PER FIRE MARSHAL
CAD
CAD
CAD
1
4/16/03
REV. PARKING PER CITY REVIEW
CAD
N0.
ATE
I S
PREPARED FOR:
CLEARWATER EXECUTIVE GOLF COURSE
1 875 AIRPORT DRiVE
CLEARWATER, FLORIDA 33765
GRADING, STORM DRAINAGE & UTILITY PLA
GOVERNALE ENGINEERING SERVICES, INC.
DESIGN BY:
Ys e� LLG
=' "�.,� DRAWN BY:
; CAD
DATE:
8CAALE:
PROJECT N0.
02 -10
CLEARWATER EXECUTIVE GOLF COURSE
RENOVATIONS & ADDITION
1875 AIRPORT DRIVE
CLEARWATER, FLORIDA 33765
CONSULTING * PLANNING EB 0007622,
S
1807 PEPPERTREE DRIVE PHONE: (813)855 -3510
OLDSMAR, FLORIDA 34677 FAX. (813)855 -1572
SCALE:
1 =30
SHEET. NO.
1 OF 4
�"� '* -, "�'��.��:, s REVIEWED BY:
LE0 L z >~s� �,..
_ �� ,.„��r� I }� R „ ;�.� LLG
FILE:
0210p1an -r3 .