PSP87-23PSP87-23
1212 HERCULES AVE
AEROSONIC CORPORATION
)I C I T Y O F C L E A R W A T E 'R r J i. J Interdepartment Correspondence .>
TO: Cyndie Goudeau, City Clerk
FROMs John D. Richter, Development Code Administrator ?y COPIES:: See Below
SUBJECT: Certification of Final Site Plan for Aerosonic Corporation
(PSP 87-23)
DATE: December 14, 1987
The Development Review Committee at its meeting of November 12, 1987 approved'
the above described final site plan subject to the following conditions:
1. The fire hydrant must be shown on the site plan and location of the fire
hydrant is subject to approval by the Fire Marshall. (The Fire Marshall
finds the location of the fire hydrant shown on the site plan to be
acceptable.)
2. A 10' drainage and utility easement must be provided across the ditch
running along Grand Avenue prior to the issuance of the building permit.
3. Sidewalks must be installed along Grand Avenue, unless the applicant
requests a waiver and the waiver is approved. (Required prior to the
issuance of a certificate of occupancy.)
4. Access to the building must be provided from the handicapped spaces and
the spaces be located on site as required by law. --- ),
5. Ingress and egress easements and a 10' utility easement must be provided
over the water mains, up to and including meters and hydrants prior to the
isaVance of the building permit.
6. The dumpster must be relocated as required by the Sanitation Division.
(The Utilities Dept. finds the dumpster location to be acceptable.)
7. The requisite initial building permit must be procured within six (6)
months from the date of-certification of the final plan and all
certificates of occupancy must be obtained within three years of the-date
of certification of the final plan.
Please certify the attached plans subject to the conditions listed above and
distribute.
List
Andy Onufer, Building (1)
Bill Baker, Public Works (1)
Ream Wilson, Parks and Recreation (1)
Cecil Henderson, utilities (2)
Keith Crawford, Traffic Engineering'(1)
Paula Harvey, Planning (1)
Terry Finch, Environmental Management (1)
<Ray Wyl:and, Zoning (1)
Cyndie Goudeau, City Clerk (1)
Developer/Project Sponsor (5) - Please call for pick up:
x.
RECEIVED
OEC 15 3987
R
CLERK
Tom Robbins
2430 Estancia Blvd. Suite 215
Clearwater, Florida 33519
Telephone Number: 813-791-3320
~GGl~~S
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~ ~ N.E, Legal Description fora 10 Foat Ingress Egress and Utility ~ 'i N,E, CORNER OF
S.E, S.E, i/4 OF SECTION Easement ~ .
ZONE I.L. 12-29 82-29-15 Begin at the Northeast earner of the Southeast 1/4, of the ° ~ ~1 ~ i
Nartheest 1/4, of Seatianl2, Twp. 29; Rng. 15e; Thence S.QO ~
S. OD FIR 1/2 ~ GAS METER SOUTH 35 S. OD 18'59°W. 16`59"W. elan the North/South center of section a distanee ~ g _ i! ~ 35O.OD' of 55.OO~feet to the Pont of Beginning of a 10 fact bngress ~
S o ~ q o ~J " OF CORNER a, 0.77 N. Q,I2 W TIE 3.98' 450.00 TIE 4.Q3' ~
p" N, 89 2a a5 W W ~ Egress and Utility Easement being 5;00 feet on each side of ,s~ the following described centerline; thence 5.00°16`59"W. a
4xa ~ ~ 5o,aa' , 260.2' ~ Mo E ~xr5r STORM ~ w.ar~,an~er~"~ ~ :air :ear distance of 263.73 feet; thence N.$9°43'01"W. a distance of
INLET 14.45' 14,25' ,ontp'reEpGACE f ~ p y w~r~ a ~.v~'~ox f 8 WATER
GRASS EXISTING 40,3 h 1 STORY METAL t 70.00 feet to the Point of Terminatian,
~Z, EXISTING m 6®~ I COMMERCIAL BUILDING tta
o ! 1 STORY ~ LOWEST FLOOR ELEV.68.42' ~ ~ a ~ W~.~
METAL BLDG. ~ BUILDING HEIGHT 4Q'-0® g ~ ~ ~ a LOWEST FLOOR ~ % ~ ~ I Le al Descri i ~ ~
° 68.61 ~ 7'°1`PE° F lt/L C"T' ~`G? oT" !R/G? c~,3 ~ ` g pt on far a 10 Faot Drainage and Utility ~ ; ~ ~ ~ ~i
in ~ ~ p o Easement:
33, a ' ~r,P. EL. IRfL,° El. ~Q i 0 IQ;v ' m~~l i
EXISTING ~ a ~ ° 1 ~ ~ i B 1 STORY GRAS 260.0 ( ~ I begin at the Northeast corner of the Sautheast 1/4, of the ~
~ SS ~ W 7.5 ~ MAS. BLDG, m 'S, r4 24.0" Nartheast 1/4, of Section 12, Twp, 29, Rng. 15e; Thence 5,00° ~ p~ 16'59"W., along theNorirh/South center of section a distance
m LOWEST FLR. N PROPOSED • \ / .~LO ES FLR. .,..,p..: ~ :::::?>iy:.~.. ~:?;4i•:::::::: is i}'::::::: ii:i{:; of~350.~0 feet; thence N. $9°20'05"W. a distance of 50,0 feet;. ~ m`~•'
° TRANSFORMER :>::>.:>:;:;;>:»:<::;:.,::;.:<.:<:>:::::::::~:.;»::>::>:>ss:>:;:;::;.;>>:::;:.:.: . 68.81 ~ EL U. 6a 50 ~ m x ~ ~ f I thence S.00°16`59"W. a distance of 405.00 feet to the Point i
33.0" C~uMP9TEfZ 36,7' ~ sass . ~ ::.::::::~`r':.i'.:..::.:':::` o ~NCtosEr .~z~. Q ' of Beginning of a 10 foot wide Drainage and Utility Easement;
~ °I ~ r EXISTING CO, 1~ - ` " . ~ 0, ~ f ~~m ~ ~ thence continue S.00°16'59"W.a distance of 10.00 feet; ° ~ ~ . ~ ~ ~',`t
VE HEAD ~ ~ 0 R W E"E`G $ p, ~ 1 thence N.$9 20 05 W, a distance of 450.00 feet; thence N.00 ~ ~ ~ ~
WIRES ~ _i - ~ 43,6 ° f ~ , ~ , : ~ ~ n 16'.59"E. a distanee of 10.00 feet; thence S.$9 20'05"E. a ~ ua ~ ~ -
' + , a SAN SEWER G,~'~G'C` P~C,E'G,~Y lla~' ~f'E`QG' TD !~/k'E`C1", f'LQ~4~' 2-12 X35 ~ ~ /'D /AIGE`T," LOADING RAr ~ ~ ~ < I WER distance of 450.00 feet ~ ~ ~ ~ ~ to the Pont of Beg~nn~ng. ~ ~ ~ ' ,
EXISTING ASPHALT. ~ ` E I ~ ~ ~
t4.a' ( ~ 24.0 ~ 1.;~ ~ i 2a. a q .ti ~ a a. a 5 ~~,K:~ ~ ~ i°~~`~.,~:~SEO ~ ~ I ~ .Said Drainage andUtility Easement containing 0.103 Acres ~ ~ ~ ~ ~ ~.a.L.
~ ~~~~~I~ ~ ,
~ • ~ ~ =i~1~3R~ m ~ ~
9.0' ~ ~ Vii! r' , " l:l~I E R ~~i ~~E~ X9.:0 - , i 'I ~'G41T~;90 ~'?R/T° I~ C'am' ~H ~ A ~ 4 i"~ ,
iu~ 2~ l to ~ _ ,,_a_ .
',1, _ TG',f? Fns ~G7'
~ ~
A/C PAD / `~'r `'"J. I; ~ ~ ~ 4; I e~l,, ,
I C`~G? 9~ ~ ~ I { ~ l0` ING~E9S EG~E~S AND ~a ~ , a a
s o ~ CJ~`E,~'L,~Y EX/5'T P.~7G'~"",~IEif//T ~ .~~~~~~rf ~ M T P !~'.r N 1 i ~uTI~IrY EASEMENT EXISTING OPEN AREAS T RE PAVED 1®676 F ~ ~ ~ r
~ ) ~ ~ r I ro ~E 5'WInE' ON ~ j ~ `
Yvtl~~G SroPS ~ a c ` ;a ~ ' , ~ fi' 2 .0,' ~ i e° ~ N/ ~ f~n ~ a.. a EXIS ING IT.B,R.) ~rr~') ~ ~ ~ ~ r ~ ~ q~ ~orN 5?pE'S ar< WATER ~ ~ ~ ~ ~ '
~0 .P.? "AAA .?,?A,??I ^r'" ~ LINE AND CQVE<Z?NG ~ ~ ~
ZONE I,L. ~ ~F ` I [ ~ . EXISTING I~IPERVI4US AREAS TO DE REMOVED ~ ~ rod ~ I ~NTIl~E LENGTp¢ QF ~ L 6~ C) „ ~ - ~ ~ ~~i
i6,0' ~ Q q ~ a
6~" ~ ? ? ? POpE ? ( ~;rt7 ~ ".8..'B pin D ? ? ? ? ? ? ! i j E ry WATER LINE SEE AND LANDSCAPED 1279® F a ' LEGAL ~E~C~IPT?ON ~ ~ ~ ' ~ ~ ~
pp ?Q?uoo ~ es~~ 1
n ? n ? ~ r.,. "c EXISTING A ? ~ r r ~r 1^ t q~1 >"~a?~ ~~T. TIN BUILDING AREA TO ~E REPLACED RY ~ ~ ~ ~ ~ ~ I d I oaaoa~ ~ f f~~.~ ~e
~ ASPHALT ? ? ? f7~~` ? ? ? ? ? ? q ? u q ? ? ? ~t ".a I ° r~':+A1 f E . ~ a o o ~ a VEHICULAR USE 13050 F ' ' '
~ - F ° ? ? ? n ? ? q ? ? t q q ? C. ~ s . , o. y~
? q CJ q q?? ? q q f q? q n L 7 a ~ ~`tl W 111 a, („a Q0 " e 'a:®a ? CI q n ? ? 17 t"J l~ a I` t ? n ? ~ - ~ ~ - ,m / P"f'l~PlL~c~l~ ra PROP05E0 ~ f a ~ ~ ~ I EXISTING VEHICULAR USE AREA TO RE REPLACED EY ' i ~ ~
~ z 2-12 x35 LOADING SPACES . ~ " w'+~ ? n~ia ? n ? ? ?(~1nn q ? ~ 'H'r a i
F. 6 ~ ~ a ? ? n n n a ? ~ 1 ? J"(7y I a ~r~'~ GUSflO HOUSE Q U7 i]gC7 ispgq? q?~ rr 'P"r7gn ! ~ ' 20.0' v 4 rtz r~°rl q 1 ~a e r . ~ NON-~VEHICULAR USE 25200 ~F ~ ~ ~ ~ . n
LxA1~ ~ ° m q;+a?nann?ggqnn?gnnnr7r"Tr ~:t~I~ic6litid ga y @,~1 . m ,waq?raa?nraunngnngnnqqnnq?qL ~ o Q C~1`°~C~ r ~ ~ 8 ~ ~ c.~ 1 " ~o
~ ~ ~^)qaa tnnnl:ldnrJggia ringl:J 1111n Ll CI ~ 1J w~.,, ~°i~~? .i n d~ .r "1 n n q to q a IJ q n? ci n u? n u n ..cti N I ~k'~Pl~SEO, G,P~OE ~ ~ I~ ~9 la ,
r ~ ~ '9"r r n ~ A/C PAD ? n n ? r ~ ~ I ~ ' hs l~~
. . (~'i ~ ~i n I~~.. t% n J`I U n a q If , 't7"tf 1~'tf ~M _ CU _ ~ V COA/5'r ~t/EW jUkti'~UT u ~ r
•'I p a ~ . , W n., `u a - u n g n q rJ n? ri g r rl rl r 11 ~ ~ q".. 1 I rx 1-STORY MASONRY p ~ ~ ~1 - R t~~"k'' F. G'0 T I~r'.l? . EX~.ST/,~Ifi G,F'AG'~" ~I ~ ' ~ . r ~
~ ~I:Iranunnrslaan ;`a~ glal ~nur o? Ianl,lt~'II v 1 ~i , +Ir ~ ~ . w U} l ~ ~ CDMMERDIALBUILDING yi Il i u_tt to a n,n a la n q r ri n I% r, r 19 u J q n u i~n~l 1 ~ ~ ~ W~ ~y ~ .
p SAN, MAN LOWEST FLOOR ELEV, 69.42 r! EI q n n rl n n a a el c n la la a L1 q n 1 u rl el i~ay 17 ~ ~ f D ~ a E~
w HDLE BUILDING HEIGHT 2a,a' ~ ~ ~IJ r. n la tr n u q q r n Ir ra n c n n 1 rl n n I~.„a~ ~ ~ '1 h u"`~ ri rl R ry-r. r i r I IJ r n n n rJ n 1 to r q tl n? u n [I I~~r
~ f1- i u ii n i~ q II f CI 1'I'~ Y r I. I II ~I 1°KI .t ~~f ~~i n ~ \ > «;r ~~~~~~~n~~ul nnnrJnrJnnnrlclnrJlagnn?I u~~?~~ ~ f ~M o i
~ 1 ~ 19.0' ~ u-, ACPA ~ (11 6.~f?ggnrJrallala?rn ~r. iiil ~ nii2r41atin _ 7.0 240 f ,:~r n n r„E rn~ ~ ta-mn xr°u-xrca-rr-er--rrn ? -~rv-n-ia n i 9
~ ' ~rnnflr,~~rcrrcJ?ungalaungnnnna?~JlarinuaJ TYP.~ 5 ~ Iq
r? Ir q ~n n l g n J 7 CJ q r r? n q la r~ ILI I~. IJ I]Clnf r
a 9 ~ I ? q??? q a n? ~ n r. q n 7? n? a f Cl ? 19 CI f~ ° ~ W " F 120,9' ~ia~f.7 ? ? U ? ? fX ? ? ? " u n [ q I'JI 0 a q 1'J 1 CJ q n C:1 I Wei I ~ f`1 I t I SITE DATA GV
" q ? ? ? ii 17 f] ? n ? n ern ? l 17 1'.i ? ? C ? J ? ? ? q L ~~U G.~ f • ~ F,. ~!~-h n n n ,7 n n ? ? ° ? n ? ? a rr u a J n ? ra ? I ~ e4 ~ ~ ~ ~ ~
rra ~ o m ~ t~.R r~,, tv ' ~ ~ 6~~ ZONE; I.L. (LIMITED INDUSTRIAL DISTRICT) , ~ ~ ± k.
r1 a cu ~W P~ °t/ E P ,r` 2 D.92~~ ~ ~ ~ w x43.95 49 4 a 1 < r, a>. ~ wry ~ ~ LAND USE. INDUSTRIAL +
~ ~ ~ ~ 1 zLOv , 111 ~ 1 EKISTTNG PROPOSED ~ TOTAL SITE AREA 186,.750 S.F.(4.3 ACRES} 1
F- ~ ~ i H .~U V i 1{~ ~ ?
z a. I ~ ~ c r\~a~. ~ BUILDING COVERAGE ~ '
I G7~'E,c'L~Y' ~"X/,~'T'/ii/Cr ,~'~?~'E°2PC`~tfT° d'AvEi~11E~1T' S"~"CI"/o?t/ f ~ o I ~XISTTNG 60,425 SoF.- 39, 328S.F." ~ i ~ ~
~ "~I t PROPOSED 19,216 S.F,
n ~ - {M'N~EG ~ cu AJEb~° 6a,~1GF",r' C~~!*' I"t°7 ~P~I"Cfi" t,16°~'r£~°L,4YY''a ~CC'~~°E" 6r0P (T)`f?„~ I G 'S 'TOTAL ~ 60,42 S.F. (32~) 58,544 S.F, (31~) _
° •g.
• 8 ~a _ a . ~ , ~ ar 10 ~ 9 ~ , , I PAVEMENT E~ WALKS 93, 879 S.F. (51`;) 92, 609 S.F. (50~) I i
r`z { TYP w 4 ~ POLE ~ - ~I 4 To'rA~ ~M~~KVIa~s _ 154,304 SaF ($3~) 151;153 S;FW (81~)
~ TOTAL OPEN SPACE 32P446 S.F. (17~) 35,597 S.F. (19~) J
EXISTING a' CHAIN LINK FENCE ' LITE POLE ~ ' ® S,, ~~°,~'~,A~'~" - WATER METER--°- ~LITE POLE -,.....______~..p.--_-._--SMALL TREES _,__..SMALL TREES----~-~®--
' F'k'C1f711 ~7l !G7 k',~t/~/~cpE" ,4Rf~ U /L/r ~,4 E: FIR 1 2 / ' ~ 5' G' T Y ,5" ~ / ~ STORM ~"X ~'7" ~~~G' SIR 5/a s~~` L~~~c a~'~'cr~~~rro~? 7.~/S _°sHr " MANHOLE , TOTAL OPEN SPACE `
,~'/~'/1/' pO o , . n DITCH ro` 2' 45a , STORM INLET RIM 66, 42' FRONT YARD ~ 2' ' REQUIRED 2,075 S>F. ~
4X5 STORM Q a ~ _ _ _ _ _ _ _ _ ~ - ~ ~o- _ _~"-X'- 2" WATER ~ TOP 64,50° °s~, PROVIDED 5,650 S.F.
INLET 0 .~____._e . , p f ti p ~ is ~
SAN. MAN 6 ~ 6 r, a~ ,SAN, MANHOLE ~g
HDLE B SAN, SEWER ~ m~~ ~g PARKING SPACES i ~ ~q REQUIRED ~ i i,
~ ~ .y I . -GENERAL OFFICE 17,466 S.F. @ 4<5/1,000 - 78,60
2 FND. NAIL 6 DISK ~ 6~ ~ ' ` - FABRICATING ~ 31,874 S.F. ~@ 1/400 = 79.69 Pr~~~ _ ~ i'. . _ WAREHOUSE - 30,359S.F. @ 1/1,500 ~ = 20.24 ~ r(,
SAN. MAN HOLE SAN. NAN . HOLE I TOTAL PARKING SPACES REQUIRED =179 SPACES ~ ~I
i
t B° WATER LINE (,~'i !°WATERLINE NOTEa (145 EMPLOYEES WOULD REQUIRED 160 SPACES,} ~ r~`
. p p I tJ
_ __6 GAS__ _ 6 GA5 ..i^' I
f f PROVIDED = 184 SPACES I
VEHICULAR USE AREA (PROPOSED) 49,314 S.F. 'r
TOTAL TN~ERTOR LANDSCAPE FOR NEW VEHICULAR US'E AREA °E''`
RIaQUTRED_ 2,.839 S.F, (6$} <'~; ~ a ~,'-:~i
PROVIDED 5,_375 S.F. (11~} TT
FLOOR AREA RATIO (F.A.R.) .43 ~~I'~ 11~.i. ` w : ~ ~~u
OWNER ARCHI'PEC'I' p a'
AEROSONTC CORPORATION GRAHAM DESIGN ASSOCIATES, P.A. ~Lt i~~~~j F9 ~I
1212 N. HERCULES AVENUE 2430 ESTANCIA BLVD. SUITE 215 ~ ~ Rt f ~
CLEARWATER, FL 34625 CLEARWATER, FL 34621 ~ ~ ~fi~~a~~ll~~,,~,
813/4613000 813/7913520 ~ w .,r ~~~~w.~~ titi 2~w
j
BUILDER CIVIL ENGINEER . ~ ~ ~ ' BANDES CONSTRUCTION CO. TAMPA BAY ENGINEERING, INC. , ~ ~,.~,:.r ,~,p,~ :
y 2569 COUNTRYSIDE BLVD., SUITE I 2240 BELLEAIR RD,, SUITE 200
a a CLEARWATER FL 34821 CLEARWATER FL 34624 g•~ ~a
I? NORTH 613/,799-1959 813/531-3505 Niel;
EF 0
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_a:..... wu 9 ~ . ~ ~ . ~ u, v ~ w ~ __v _ w~,„~~, m ..m~ _ _ _ _ _ _ ~,.m_~.,..
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t~ ~ t la
i I-
I1NI Y A('PIipVF ~
(7ri~55rr M nn4 II 51y1r !Aj`„ Rclrnul Krnnerly riarrlrOn do K IfIA
Mullrr (,rnlurron Wo A ~17i ~ G ~ f
~ 6 r
I e ~ c.
_ 1 ~
j' NOTE - STEAMER CONN[CTION '°`nc,-®m„ -.._r~-.--•,--~ - ~ TYPICAL HYDRANT RESTRAINING GLAND ~
I r.:_:~ e _j TO FACE STREC:~ _ ASSEMBLY ~ _ Q ~ ASSEMBLY ~ ; i 6~ '
Unlvt Box ~
Depth !inr.k of Curb Or ~ ~ OI HYDRANT - ~ ~m
20 Min, rdya al r'nvtmenl ~?.~.~r.~ Caaer ~ HYDRANT M. J, M.J. ~
2A Max r' Max la Far G~r
Min n ~ Mains 2' 6~~ Min. ~ I ~ C ~
,~r~~;r,9~.~5; ,iii i ~nT4x" r~Hi~... ttt n Vcries, Sae ~ HYDRANT CONNECTING M.J. reifh
c~~rn ~ Volvo Lacallon , PIECE SWIVEL JD1NT RESTRAINING GLAND. ~ ~ 'I~
r When Volvo Occurs In I I e ~
Roadway, Scl Baso ~ n On IO-Comm n v-;gr__. _urr I J41NT LENGTH VARIES
Z-6 Min. ''t o ~G prick ;a 1(__11...11.7.. la n~, t~~ r ,.w, .
M.J. r:~ O M.J. ,
VALVE I , p I. __..._._e.° VALVE ----------a (()J ~ ~ ~ k
~ a t ~ ~ I a, ~ 1 f
r uu n ''.ri: a (t . . . MAIN _ }IYDRANT CONNECTING TEE " ~ ~ 'i HYDRANT CDNNECTING TEE ~ ~ ~ ~ ~ ~ ~ MAIN M.J. z M.J, x SWIVEL ~ ~ ~
ra;r8 ~®sns~ ' M.J: x M.J. x SWIVEL ~ f''J ~ ~ ` ~ f ~ I ~ ~ ° P r
15 eI5 x6 p, 3 Gu.FP. aroeora r~cpElp u...---- Cone Bloak n 0o0poPt'rCOp~~ Gravol
®aprrQrpapF'rlrp,q TYPICAL VALVE SETTING _ . e p, „ r^ l A CV ~9 , ~ ~ N~~ a.".;~ ~ '
~~iii'i~~S! lnrusl bincn por NO SCALE ' (A Indas~4O3 ;A A°~(~~~ !I ~ 1 ~ s
k~ ~ C ~ ~ ~ ~ ,g ~ ` Y ~ -.I~t ~
TYPIC._AL. ~IfdF __MYDRANT SETT9® Na77E. SEE_ SF;EET 2 FOR TiPICAL- - _ _ r a f i fi
NQ scALE COiINECTIONS ~ F ITTfNGS . _ ~ ~ G ~ ~ t ~ ~ M_ a
PLAP f PLA ,Q ~ ~ (I
NOTES I)AtI FIRE HYDRANTS.TO N VIEW PLAN VIEW ~ ~ ~ a
HAVE 5 I/4"VALVE SFAT ~ I N.T. S. N T S ~C ~ > ~ ~ ° ~
~a 21 FIRF HYf1RAN1S SNrILL Rr r"IAC;Ff) 41 '.,fWE.r~r r't)RhrlrtS o ~ eta ~ ~ ~ ~ r .
OR IN n+F 17/w Au~At.ENT NDTE ~ RES NDTE ~ RESTRAINING GLAND ASSEMBLY F € ~ ~
7~)SIDf Ir)T I.INCS WHENEVER pt~sslBLE TORE USED TO BE USED ONLY WITH APPROVAL OF r ~ ~ ~ ~
CITY ENGIP ~ ,N ~ ~ n d ~ CITY ENGINEER. ~ ~ ~ Ip ~I
e ~ ~ of ~
i rra h'° ~ ~ - ~ "
Guildinq Block Laid G`° Frarn Tnroul x
WuG ttarsranlot 9
f ~ ~ I~ ~ ~I I ~ u, .w, ~ 1
~ ~ ~ . ~ ~,~~~~r~~r ~~cr~av ~ ~ ~ ~
Q~'PrY. ~ ' / / ~rr'''~ A5"~'~ Cc9iP/G~ ~ Q~P~. c~,~c. rr~~ ~ ~ ~ ~ ~ ,...mm~... w ~
~ / /2 /~i /l2 ~r G/Gf1T Tk'~4FF/C A~/O F',~~~''/iU~ ,4~'~"~.~ ~ I~ ~ I, f,,...,~.~ ,~~R I~~ ~ ~ ~ a:~ ~
~ /R/
~iprrcne nlaak j
~a,; L /NI~~'4GK ,~,4~'E C f3,~` /Q~ 98 % CO~~' P/c'/~EC~ I 1 ~ r !
~r /rt/ C /Cv~{7" j~',Q,C"FlC ~1~t/P P~,C'k'l~f/C ~,~E~S - ~ ~ ~ ~ ~ I ~ a a e
- Rafl Of t2 i/2 Gaupo WeldoQ v, " Fnnco 2x2 Mnsh, 8 ' 10° ~X~S~ P~~P ~ c~3' / 6'rr /4'1,~fit/' C~,P~'/04k'S ~ ~
Diamolor Fillod With 3°` Slono
r/ SPacor Block $,Q~/ ~,U~. ~X~a~,T. d li
7 CG7lY77f''.~G ~ 9 f!/CK ~ ~ i ~
- t ibrvous Fruor Malarial PSG' T TQ ~t/E,9T E'C~~E
Building Btack Or Orillod 2'x G { Graaol Fillor ~ ~
2" 3°°Prnlorrod --~2`°x 4`°(Timborf
v a d
? 5rN._:___.
® NOTES Halos 61 tloy And Sod, Similarly Placod, Moy Also /p.~~~/~i4/j f'6lG~E/Y!~!i/T ~ ~
B a Us n d ~~~~lC~~ EG"T ®,~.1
~ /VG? ~ /t/~. 2 I,
. ~
Fihraus FrNur Mulorial In Fran! 01 Block Proaanis
6raanl Fram Washing Inla Slructuro ! ~ '
2"x p" Elnhind Biaek And Aarnsn Thraa! Ilnlps
~ Oui I oln r loco: Placo In nr I r fflucA Ir I Kno I 1 OI S near fDlock_ P
L' ~<< ~ I L X11
l~l'; ~
l{II
it
Shoot Flow
r ~ ~
Bales Of Straw Slaked Oawn j ~ ;=~I
°
a
~ ~ ;
' I Singto Rraw Of Bafos Of Siraw To Ba f'Iac@d
Prior Ta The 51ar1 01 Raugh Grading ~ ~rr J I t
PLAN VIEW I ~~~.xo~,.
I 3Y,~ue~ Join1~` ~ ~,r ~ ~ ~ _ ~ •
------es~ ~ rip ° ~ f
11111= Ilil Illy ' .l ~ ; ~ llil fill
i Wiro Tie -___~_____.._..._-2~a2" Sfakon, ~ IIIII VIII : ~ _ ; ~ : ~ d ~ .
I~1/2` Ta 2' In Tho Ground
GONG T~ S/LrE'WAGtC ~I~ ~ill~~ ~ ~ ~ f ;
i i 1i~ IIU= ~ ~ ~ i ~r~r~ ~X~ w~.~ ~ wr.~
E _ . _ L _ . I- .1~.~ c , ~ - . ~ 1~ _ ~ ~tl I I~ I _f I1 1 I
Ralo Tios ~ ~ ~_j ~r y ~ I I- ? L 1-X11--1~ ~ dl ~._s.a ,
4 r t I 1 - "~i _ ~i~ I ~
I I - I E i q~~ I i ~ I Socurol Bound Bralos . 1 - I y ....1 1I t l E I F . , . I ,i t I _ . (r ~
errs 7~'~~;',. I~ E
v nu4uuuu rur uuluuwry
ANCHORING BALES
Q i;t 10-87
BARRIER SEDIMENT all= 4~`u 50
VERTICAL CURB DE [AiL"
Certified as a-true and correct copy. Final Site Plan approved by the.
Development Review Committee, November 12, 1987. Witncos-?my?t?and and
this seal of the City of Clearwater this '16th day of-`fie ? 41987.
4eu City rlcrT?
",Z_ I
. °ws
CONDITIONS: 1. The fire hydrant must be shown on the site plan and local` of thwo e
hydrant is subject to approval by the Fire Marshall. (The hre Marshall
finds the location of the fire hydrant shown on the site plan to be
acceptable.)
`_2. A 10' drainage and utility easement must be provided across the ditch
running along Grand Avenue prior to the issuance of the building permit.
3. Sidewalks must be installed along Grand Avenue, unless the applicant
requests a waiver and the waiver is approved.:(Required prior to the
issuance of a certificate of occupancy.)
4. Access to-the building must be provided from the handicapped spaces and
the spaces be located on site as required by law.
5. Ingress and egress easements and a 10' utility easement must be provided
over, the water mains, up to and including meters and hydrants prior to the
isagance of the building permit.
6. The dumpster must be relocated as required`by the Sanitation Division. i
(The.Utilities Dept, finds the dumpster'location.to be acceptable.)
7. The requisite initial building permit must be procured within six (6)
months from the date of certification of the final plan and all
certificates of occupancy must be obtained within three years of the date
of certification of the final plan.