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PSP93-12
PSP93-12 1644 NURSERY RD FIRST LUTHERAN SCHOOL TO: Cyndie Goudeau, City Clerk FROM: Louis R. Hilton, Development Planner II CITY OF CLEARWATER Interdepartment Correspondence RECEIVED FE 8 0 8 1994 CITY CLERK DEPT. SUBJECT: Certified Site Plan for First Evangelical Lutheran Church/School (PSP 93-12):, COPIES: See List Below DATE: February 7, 1994 The Development Review Committee at its meeting of October 28, 1993 approved the above described site plan subject to the following conditions: 1. The requisite building permits must be procured within one (1) year from the date of certification of the final site plan and all requisite Certificates of Occupancy must be obtained within three (3) years of the date of certification of the site plan. 2. Prior to issuance of a building permit, a copy of the approved SWFWMD permit is to be provided to Engineering Site Plan Review. 3. Parking stalls and/or driveways to be adjusted to the approval of the Traffic Engineer. 4. Applicant shall, on the preliminary and final site plan, show all protected trees by size, species, and location. 5. Prior to Environmental approval of the final site plan, applicant shall express total paved vehicular use area calculations and total interior landscape area calculations in square feet and as a percentage of the overall site in the site plan data block. 6. Prior to Environmental approval of the final site plan, applicant shall depict by shading or cross-hatching, all required parking lot interior landscape areas. 7. Prior to certification, a Landscape Plan in compliance with the Land Development Code requirement shall be submitted for approval by the Environmental Management Group. 8. Prior to the issuance of a building permit, ' applicant shall acquire a clearing and grubbing permit and a tree removal permit, (or a no tree verification form), from Environmental Management. 9. Prior to issuance of a building permit, applicant shall provide to Environmental Management and Engineering an approved copy of all necessary local, state, and federal permits that may be required. 10. Prior to certification, the site plan must reflect the use of raised curbs or protective timbers where interior landscaped areas abut pavement. 11. Prior to certification, stormwater calculations and details showing retention of 1h" of runoff from the new construction shall be submitted to Environmental Management. As conditions #2,3,4,5,6,7,8,9,10,and 11 have been met, please certify the attached plans subject to condition #1 listed. above and distribute. LRH/lrh cc: Scott Shuford, Director of Central Permitting ? Peter Yauch, Acting Director of Public Works/Engineering Chuck Warrington, Gas Department Tom Miller, Environmental Ream Wilson, Parks & Recreation Director Don Meerians, Traffic Engineer Victor Chodora, Building Official Cyndie Goudeau, City Clerk Steve Doherty, Zoning Section Supervisor Developer/Project Sponsor (3) - Mr. Steve Baumann 1327 Dickinson Drive Clearwater, Florida 34624 2sp9312.cer Steve Baumann, Architect 1327 Dickenson Drive Clearwater, FL 34624 September 23, 1994 Mr. Louis R. Hilton City of Clearwater Planning and Development 10 S. Missouri Avenue Clearwater, FL 34616 RE: First Lutheran School 1644 Nursery Road Clearwater, Florida Dear Mr. Hilton: Enclosed are twelve (12) copies of the revised site plan. The revisions to this plan are as follows: 1. Cross walk hatching has been added at drive areas. 2. Basketball posts are indicated in parking areas. 3. Where posts are located in a parking space, that space has been cross-hatched to indicate "NO PARKING". 4. A note has been added to the plan indicating that the basketball area will only be used when the parking lot is not in use. Should you have any questions regarding the above, please contact me at 595-8915. Sincere y, --7"/i?lrut9 Steve Baumann, Architect First Lutheran School CITY OF CLEARWATER Interdepartment Correspondence TO: Cyndie Goudeau, City Clerk FROM: Scott Shuford, Development Code Administrator/Central Permitting Director SUBJECT: Simple Adjustment to the Certified Site Plan for First Lutheran School (PSP 93-12) COPIES: See List Below DATE: October 3, 1994 The applicant has submitted a request for a Simple Adjustment for the above referenced. site plan last certified on February 8, 1994, and approved by the DRC on October 10, 1993. The changes to the final site plan include the elimination of aisle striping and the striping of two parking spaces. Conditions of approval are as follows: 1) The applicant shall obtain a building permit within one year from the date of this certification. This amendment to the certified site plan is approved as a Simple Adjustment to the site plan for First Lutheran School, last certified on October 8, 1993. Please certify the attached plans subject to condition lit and distribute to those listed below. SS/LRH/lrh cc: = Scott Shuford, Central - Permitting Directory Bob Maran, Central Permitting Jim Lewin, Gas Department Tom Miller, Environmental Ream Wilson, Parks & Recreation Director Don Meerians, Traffic Engineer Victor Chodora, Building Official Cyndie Goudeau, City Clerk Steve Doherty, Zoning Section Supervisor Developer/Project Sponsor (3) - Mr. Steve Baumann 1327 Dickenson Drive Clearwater, Florida 34624 10sp9413.cer RECEIVP7D UU 04 1994 CITY CLERK DEPT. TO: FROM. SUBJECT: COPIES: DATE: CITY OF CLEARWATER Interdepartment Correspondence Cyndie Goudeau, City Clerk Louis R. Hilton, Development Planner II Certified Site Plan for First Evangelical Lutheran Church/School (PSP 93-12) See List Below February 7, 1994 RECtYTEED FEB 0 8 1994 CITY CLERK DEPT" The Development Review Committee at its meeting of October 28, 1993 approved the above described site plan subject to the following conditions: 1. The requisite building permits must be procured within one (1) year from the date of certification of the final site plan and all requisite Certificates of Occupancy must be obtained within three (3) years of the date of certification of the site plan. 2. Prior to issuance of a building permit, a copy of the approved SWFWMD permit is to be provided to Engineering Site Plan Review. 3. Parking stalls and/or driveways to be adjusted to the approval of the Traffic Engineer. 4. Applicant shall, on the preliminary and final site plan, show all protected trees by size, species, and location. 5. Prior to Environmental approval of the final site plan, applicant shall express total paved vehicular use area calculations and total interior landscape area calculations in square feet and as a percentage of the overall site in the site plan data block. 6. Prior to Environmental approval of the final site plan, applicant shall depict by shading or cross-hatching, all required parking lot interior landscape areas. 7. Prior to certification, a Landscape Plan in compliance with the Land Development Code requirement shall be submitted for approval by the Environmental Management Group. 8. Prior to the issuance of a building permit, applicant shall acquire a clearing and grubbing permit and a tree removal permit, (or a no tree verification form), from Environmental Management. 9. Prior to issuance of a building permit, applicant shall provide to Environmental Management and Engineering an approved copy of all necessary local, state, and federal permits that may be required. 10. Prior to certification, the site plan. must reflect the use of raised curbs or protective timbers where interior landscaped areas abut pavement. 11. Prior to certification, stormwater calculations and details showing retention of 'h" of runoff from the new construction shall be submitted to Environmental Management. As conditions#2,3,4,5,6,7,8,9,10,and 11 have been met, please certify the attached plans subject to condition #1 listed above and distribute. LRH/lrh cc: Scott Shuford, Director of Central Permitting Peter Yauch, Acting Director of Public Works/Engineering Chuck Warrington, Gas Department Tom Miller, Environmental Ream Wilson, Parks & Recreation Director Don Meerians, Traffic Engineer Victor Chodora, Building Official Cyndie Goudeau, City Clerk Steve Doherty, Zoning Section Supervisor / Developer/Project Sponsor (3) - Mr. Steve Baumann 1327 Dickinson Drive Clearwater, Florida 34624 FEB 09110154 Cp_NTRAL PE#c1hin ?rr4A 2sp9312. cer NIA ND 1507. CU U- `217-07,73 C"X 15n. r_ :f; TO: FROM: SUBJECT: COPIES: DATE: CITY OF CLEARWATER Interdepartment Correspondence 14 Cyndie Goudeau, City Clerk Scott Shuford, Development Code Administrator/Central Permitting Director Simple Adjustment to the Certified Site Plan for First Lutheran School (PSP 93-12) See List Below October 3, 1994 The applicant has submitted a request for a Simple Adjustment for the above referenced site plan last certified on February 8, 1994, and approved by the DRC on October 10, 1993. The changes to the final site plan include the elimination of aisle striping and the striping of two parking spaces. Conditions of approval are as follows: 1) The applicant shall obtain a building permit within one year from the date of this certification. This amendment to the certified site plan is approved as a Simple Adjustment to the site plan for First Lutheran School, last certified on October 8, 1993. Please certify the attached plans subject to condition ##1 and distribute to those listed below. SS/LRH/lrh cc: Scott Shuford, Central Permitting Director Bob Maran, Central Permitting Jim Lewin, Gas Department Tom Miller, Environmental Ream Wilson, Parks & Recreation Director Don Meerians, Traffic Engineer 0 C T i 1994 Victor Chodora, Building Official Cyndie Goudeau, City Clerk <Steve Doherty, Zoning Section-Supervisor Developer/Project Sponsor (3) - Mr. Steve Baumann 1327 Dickenson Drive Clearwater, Florida 34624 10sp9413.cer 7d d G 04 1994 CITY CLERK DEPT. _ _ _ .CENTER OF 5ECT10N; p . 23-29-15 ;A i 1 /2° FiR , ...,a ; ~ L_ EG.~4p,~.~r~ON t' 7 ' ' >n ~ ~ ~"Ee, t The S 1i4 of the NW 1L4 f o Section 23, Township 29 S, Range 15 E, Less the • , ~ 6' 100 Q West 33.00 for Lake Avenue and Less the South 50,00 for Nursery Road and ' , ; .0 2 5 5 0 20 less ttte East 30.00' far Duilcan Avenue: ' Containing 362;823,4 square feef or ` , • + ~ ~ p, 8,33 acres rDOre or. less: Cicarwater, Florida ~ `°I ~ ,1 I r , ~ 3RD. ADD PION REVISED C ~ ~ P.B. 55 PG. 56 o ' 0 7 • Q 8 ~1 ' ~ m ~ f W C) CV Z 1 East line of N.W. 1/4 of S.E. 1/4 of Sec. I OCC. C. OCG. ~ OCC. OC OCC: OCC. Q N OCC. OCC, LOT ~.OT ~ 23-19-15 LOT LOT © a ...:LOT LOT u LOT LOT 24 ~ ~ g1 .LOT ° ~ 27 q.g 49 ° 3 46 47 ~ ~ A K E 3 44 45 Q1 m 4 NOTE ~ (NOT MAPPED) ~ ~ic~i 3°r,3. c :'1 T.B.M, ° I N FENCE CORNER Set RR aplke In S. y 4.3' E. olde Llght Pole 0. E, 0.2 S.) ~ t LEANS DUE TOO ~ O 4"X4" 1.2' S. 4' CHAIN UNK + 822868 a P PP -_TREE ROOTS 30.0° Z C Z FCM - - - ~ - - - - - -t°-5' UT1U1Y EASEUENT (PUT) - - ~ FENCE - - - - - - 8.1~ S$8 X910 E N ELF 50.81 ~ SN&1T I-. - - - - t0' DRAINAGE EASEUENT (PUT) SIR 30.00' ~pl x 5 .8 .3_fi. a }a 0 b 19 ----X a . t6 a L 4' CHAIN UNK i ~ 3 ~ ~ h^ 00a "q ~ A s~ ao ° g ui OHL ya• GAPE X X 2 9 8 . ~ V_ 2.5' 1,J CONCRETE x X ~ 4' CHAIN UNK x SIR AJ ' FENCE ? ? S , „ u•44 ~ Q ~ v 14°~ 15°~ O a w9 x al~'' OHL OHL OHL SPILLWAY f FENCE CORNER x I-- W ~ -OHL x 911t°'-'~~ DHL OHC ; 15.4' E _ 0 23.1` PUYGROUND 2_4• ry 45.2 .44.3' r 12 1 h ? Z px a A9 ~*a~ + 4Y 4b.4' ~ 47.i' -ONL U1 EOUIPMENi h ry l~ a } a I ° k y.• h a h h h o ~ n 0 6 8.2' S. i 12 h h 4° ht 9 q 1 STORY e a a 0 a 6 Al ob' k.3 M>t' } 114:{.+4 x~ 1' CON ETE CURB 9 0 Mq' ° °v " - - -g !p~+,.~ - _ 1}'' SWAIE yh• tt " ` w ~ e 4 4 d h}' 4 h~Q1~' wooDr:~+ e h~ h m a~ ~ WALK 0 ~ 2 D\\~~ rJ GATE hh. 9•-12° a 53.ta BUILDING. ~ v q/ ,p Ag3a +k1. 0 - - 'S a air as L h ? q r 8 8 ~ \ 0 • ~,,r_ ' 544~i- ' o ~ g. a ,b a . h h° g0 hph m ~e,a° J' ry a0 k1 +t9, t1 x q io a_~ Q A~ Z (312 T~' ~ BANK h7 N6 \ 11 ~ 52.8 h Q a e v 0 ~ U ASSI'D ~ o k1. TRAILER ri 56.1 (TYPICAL) , 1 h ~ Q T.B.M. 0+w® • PLAtYatWNO a m 50.0' a I ' hti'. h}g } C w ? 191.8' q' 4 E7QlNPUENi GATE a WD b - ASPHALT PARKING / GATE! ASPHALT ~ 20° TOE OF SLOPE A ALL lr~- hy~ ( ~P 9 N ?h 6 q x 9. a q N p h TYPICAL ~ . x521 a ~ a ti. ah h h J r JJJJJ JJ ' J J GAGE 70.5 ~P a~ °5 q EW LANTER h a g J, J .bl ( BACKSTOP a J 9 J J J J ;I Ju J ~1 ~ b '2 •s, 1h / r Day zc~ /"`1 ~ 58.5 M O I V U I q h , J AJ J J J% JJ,J qti l,q' 1T Q ~ ~A ~ h J ) J J J M Floor Elewtlon h ?y N 9 } g?• . JJ 1~i J J J r~J,J J 'JJ 2L ' b +i cc Z x h LONG h h h ri 30.0' ~ N hti' ..r-+~""~;'°`;']J'~ J J, of threshold a «4.43 I ~ l ~ N&W PLAN'(ER m N L... h J J Y,"b' ',1 ~ y6, MAP ho'a } -aJ•-, ~a._. ~ --t'.'. q J J J J J J J J J J " W N qJ7 W t~LAN'(ER ASPHALT PARKING I Yt h a h? ? ~ " 1 pq' : JJJ ra JJJJJJJ J Q,JJ :.~i"''%i.:,'•G~. N 1~ STORY I v cq a q ~ " r t ~ ~ 'L' PIT .,.5 1 ~ >q; J J J ~ u`~ NEW PLANTER b• CONCRETE " W w h h h h ho' y0 0 a'?..-'• r J J J ALUMINIUM 1 b? b y . _.y~,_ , ~ ' ~ JJ JJJ JJJ J J J J J J ~:s'?: '?t::~ BUILDING IAETAL CURB e r " d ? 1 r~ w ~ JJJJJ) L aP bq J J J J J J J ) J J J DD p) I "b V Y V C• ~ 1~ ? v RAILING N-_YJA 6 > " Q q JJJJJ JJJ 1J J~,.^ AC I) A 1 V 1 ?J ,,~„4> 32.1' to r°`' x m w p- >r~r El. 1. ~d ' S.? by y0 ® ~ 'L } p .NEW ~I-STY t@AS„JJJ E / 209)' F ~ h 521' o, ' in 38.4' ® ? e ~ h h0' o• ~~J'J J J 70.5' 49.09. o ~ fi.2 rJ + a a a h J BLDB JJJ N 2.5' CONC. ~V~ gVIYL rr Y r ~ f7 CONC. X A/C X r~~ <~~~'^.~SvCHrQAPJ~(R~~r^~+cr;r w IQ I J L.. I Q a JJJ J . JJJJJ! a.. a n° ° WALK x k/C x W J • . JJJ 20 NION )JJJJJ 4L M °q. • b® ~ 13.8' ~ ~ BALK 6' ~ ' crY Y'4rL 1rYVr ^L 1..`L<rL TQ r'1 . ~ w JJJ. 8147 9,F,',J, ~.kR':r`>f9:4• q• ov ~ av. 19.5 ,,tj r ~ / .l. M I \ry (t ti " JJJ JJ~JyJ J J J J 4 . • 4B.la I h h h0 0. `4 OL` J J J is J ~ 3.6' a ^ 1 .4 O 58.1' 'rJJ.~VL L~ ~Y~r r J i 4 ° 58.1' ,cr+~+YL~erL'y~~,r ~ ® ~ NN Y, GOV. ~ Y r ® z t~ L.L_ Qe I W a a a ~ h b}1' h J •J J J J qv J J J' RE Q'WlNQW Z a J J~"J J J J 84.8 ONC. ~~ee iV x a a e 4 J J J J .IJJJJ J J SARA C of ASP LT PAVING 5 t ~,T Q ~ V J J J J J J J J J J J O ee,, NE1FR ~ ~J AND B _y~ N N ~ ~ J W~ O Q I JJJJJ JJJJJ J J J J J `Y: 1...~tua , c... 22T 1 , O JJJ J JJJJ,J,JJJJJJ h~ COVERED i STORY MASUNRY `4" 2.6° 18.3' ~ )0.2' ~ c 6" CONCRETE CURB / I ~ Z ~ , ~Q ~ 1 M 1y ? ~ M ^7 JJ~]~Ja J J Jr J J J CONCRETE U z OCC./ 1844 m V {A h a h h h bj (gyp' JyJ' J J J J 'J J J J 4' 1 STORY x w~J V~ R:? 4 a J J^J' J J J Y } J^J J J J SOCCER ° a ? i J J J J Jt J J J J m MASONRY A rr ` ~ ~ w~ 2 STORY uASONRY ~ TDP ~ BANK ~ SIR Z • ~ ~ LL COAL ~ 1 J J JJJ J JJJ J ~ J ~ (PILASTERS in W o. n ff ~i; 2 STORY MASONI J J J J J J J J J J' J a. x'• ~ N n ~ p p CHURCH ,'r b ,l ~ I JJJ~JJJJJ J JJJ J J J 1W OT MAPPED ~ l7 t- POST J y 0 m M I 1 J J J J J J J N ) (Q , Q ti91TNES5 0 0 CHURCH n ~ WATER Q ~ z . I h h1 hV p. ~ J J J EEI J J RJ J J J j:.'es?i: ~ ~ h ~ (J F!1 ~ J tY I + a a ah ah eh0 ~ Ih4i ,4 ':.`;.::`;..r.• :,..:.k;,', ! Floor Elavotion ~ x _ y rt ~ 30.0' ~ z 11 * v I at threshold 48.45 ~ < to I I I I I - 0.4' CONC. N 187.2' z ~ / /1 ~,_,~d~..~ ' ~ 30.0 ~ V / ~ CONC. \1 t0 ` 'o ( ' ~#~St::>•.,' EW PLANTER " ~ 15.3' 4' ? \ 15. 1T.4' w.~ h?M h?, ~~pp1 og p~ b~' \ q • o~~'~ A > a . , + e `e a.t e ' o b 55,3' n ~ 1 STORY ~ ~ 9 a' 16.T'" ~ 68.8' n N1AShNRY o ~ FENCE a a a a a a \ a\ a. +4~.5` 64.8 t r ? > .r 214.x' 33.4 r 1 I I I \ v ab r a .•r qe N ~ ~ OCC./ 1680 °v END 58.1' NEW DETENTION BASIN I < ~ i q~' 0 R~1C ~ £ NEW PLANTER GOV. ~ ~ 58.1' ! 29.T E r p ti.o' ~ f 91.00' 3 ~ OCC.~j 1700 ? 9 1 i h h 0? ? 1 ~ h0 1 ?..'s O~yTE >`4z`~s 7< `~P 2" Sk~ s ~ .a`•~ hh . I O ? q y?' c~' ho' h0 c,0 h 0• h ~ 3x~k's ,~y s3~ s::..'~;.,,,, ~ a ~ ~ 5 CONCRETE WALK t l,f'1,1~ COY. 24.0' < <18.0 1@7.T J POND o ry~ TDE Of SLOPE h e 1 . h I ,a? .rti<Y~ , " ~ j w. ' ~ , . • NT~RS . ~.~A. PlA , h h , o ~ 44.8. 49.7 : i . PV+NTERS N T~SID WALK ~ ~ o 'o- 429' 42.8' w ~ I p FENCE CORNER ' , ~ h?. h, sa__ • 429. e _ a -v . ~ ~ < .PLANTER/SIGN ~ , . CATS iriiii ' I ~ 4.5' E. 4 CHAIN UNK h M p ~ PLAItTER/SIGN I ~ 38.5' ~ ~ 38. ' o Q dliER/SIGN ~ ) u CORNER NOT SET I ~ _ 226' D.5' N. TOP 01' BANK ab a1 p? '6 h, 0 q 0 ;>'''•y~s;'s 0 N ~ ?y p. q. ii iiii ~V . 1i 2.1' ~i 4o51R FENCE ^'~y (TYPICAL) h h h h} h by hti hti n ti h h h k ~ u u FALLS IN POND NCR TE SI WALK < 54.9 x54.35 t 4 a 53,91 a 53.67. • 53 53 «53.38 «531 r~'"'4''"' «52.77 + +50.88 a 4A.8 ® f N R WA K s coNi:rt~r stti~w 2.1' ~i+ CE CORNER .4 a a 51• iiiiii ~4_.S•__E. 51.9 N~~ 00 20 w I ,B• 8' WOODEN BRIOCE AND 5 RAILING SE. COR. OF NE. 1/4 a.2' o ~ OF SE, 1/4 OF 1 b , rr> - . $ +'"------'"._----•_•a--'_-----+--_.--+-___-r------ 51.4 51.75413$., 49.4 51.4--~-___-+-___..:~ ,»~ar~«~-«,«« 503 SD.1 BROKEN.- N 527. CENTERLINE 524 52.1 520 51.8 b 51.5• ' viii iii% iB• HEAgWALI HATER VALVE.. TER VALVE.. HEADWALL 18' ~ . _ - • . `""o----g SEC. 23-29-15 SWALE a 0 1 a h 0 1 1~ s a.~',>,, 1 } S i~¢.11 h}. y}. h}. y}, h}. by hN 7/iii C.ALP. 16 ANO METER d1' !t' a JO uETER C.u.P. f8` _ _ $ ' FPKdA R.C.P. RLS 1269 5/$" .FIR - - - - ^ --r - r - - . - .m ~ - - - - - - - - ?b Op 9} 10 y} 00 11 Oq 0q Oh E9.63~ BROKEN - - - - - - - - _ S89'00'20"E NW. 1 4 ya h1. h} h}. h} h} hh• hN hN hti h?. h?. SAN_M.H. 13 HEADWALL SW, COR. OF / RIM EL- 49.76 58`)'00'20"E - - - SNbTT 1358.6^ OF SE. 1/4 OF N. INV, EL.= 44.01 (6" CLAY) SEC. 23-29-15 W. INV, EL.= 44.05 6" CLAY $E. COR. OF NW. 1/4 OF SE. 1/4 OF E. INV, EL= 43.94 s" CLAY 100' R/W 20' ASPHALT PAVEMENT) SEC. 23-29-15 South line of N.W. 1/4 • wA~ER uAN 6 AIN _ FNd;CAP of S,E, 1 4 of Sec. / 0.1' S. 23-19-15 0.3' W. , _ D .A. w.n,u~ <n.n.:wvn r,~ ,.Y Y. '~S Fu ,E,r , , 4... .J..r, ~ ar ~ ~,~,r~~,.,n a ~ ~ 1 t' J tY RAI OW DR PLAN • a..a ~ , L e~::r, a~;, ~ ST o R hN ~ v~ `~~"l= 'SITE SITT? PLAN ItI;VIE14' ~ IR . v a a~ e I & r.~ r . i ON 1', t11 ~r • h j 3'lw,,, . - I~.::. r ",,,a,~,t, , ¢rT°rs^• 5 .,y~,~. .,:~.fdu M LIAt7 DF ~ - y t~kv}~~~, F p P,Yr„ ry ~ ~ ~ I t q f°' y o ¢ ~ SHO PlNC ~ n ar "1 'g, ,.~,:r~", c ;,"a'1 :e ; a. ~ r5 4x~r lAN O ¢ N 0 • ~ , ,J t L, M rr, d , d' 7~ .;fix 7~ fc Fy_'1n ,a~ If7 a Q LU W 4r~7 ~f~" ,i~+,,; p ~,r C, ~ d_~ ,'I '1 i ~SD PA K".r~ GCIC~ 0 A > a ~ ~ ~ ® 6'tf1' s E , : , ~ , Y„} Y r,a ,2 ~P," ;,n~I''l~ 1"a Ire r?b, u. 4:~ _ p, ~ <r.,:... ~ ~ ~.E s ~ ~o ~ Pc z 5 a - ~ ,A.~C.~I p o ItC,OUIRGI ' HEIGETT: l8 25 TT '1~ P 2 CD i .nr nx ~,$t f FJ. ..r,- ,p~2,p L: .y tij : .„-J t T,, M1. „ ,fir Z .Vla O P~IVG LI.~J ~ - . ~ , k~~ o a O w 0 x i, ' ~ ~ i' a ~ > ~ w CUUNTY m Zonin District: P With Bonus Provisions {if P/SI' I'151~ applicable): , _ ' ISP ~ ~ ^ ~ m t ~ , ~ ~ , , I: ~ TU cMa K ' ~ . R _ _ k r' ~~r a 4 , ~r r;~' a: 3 > ~ _ a o ~ A11Ma a , ~6:" "D ^ s t--G' r b :''S P t VI N Z t•1 " , { u.. : : ~ a z > tv a IO Use: ChurcldSch~ ~ p , _ 9 q, ,,x :r ra .;i d` d°1• W w d P~17 F^y4 1 J" ' ~ ~ N ~ ,W MARE N~ ~z p zap 1 i , ChurcldSchoal ChurchlSchool PAVED VEHICULAR AREAS .p I ~ - rh I rrr: ~ ~ ~ u r x ST x Oa a a a > aaa `:I , . r:~,' , a<,,. ~ ~ ~ ~ . F F r, , . ~ , p ~ r~R 0 0® a ~ 4 m • , i ;,,z~ ~ # :~1, ~ ti• , a t 4;~s ~ 4 s ~ ~ v. ca CIR 5 a LOT AREA (Sq,Ft. and Acres) (sq,ft. and % of site}; 105,152(28%) !08,392(30%) :res} .~_r, t: 4§ i- ~ ~ C.:~.~,n a~xx.w~x,,~~rlJ ~ ~ `~04 r- R.~'+, a" Ir > ~ (O ; ~ ' ~ . ~ lrYHOSPlrA ~ 8 KEr• ~ ~ ~ a ~ Q ~ a o cn a o Gross Area (within property I,1~: '.^.~~^p< .p,~ug..v;,. N. R n ~n~:: ~I 'v rat ~ TO Ta: AUD N z O A W Y~ ~ ~ p g lJ"~ '~.«A ,,.."1 t, l.. , a°'a~F C"' 'r"?r,° i J S NE Y w '4 C a z RO ~ r line: 9 OPEN SPACE , .i ~ e-<s ~ .a ~ ~ 4 `I a O ~ y FAA M 362,823(8:3 , bh i r _ ~ ~s ~ r SAD- ~ Gw ,w ,A' r.- ;I. wf,,r,.... r~,,..,,4 .'.,ir,. '!~:ar : r.~i,T•,"C.,; ,a}' ~ ~ .~k ~ ,~;x f,~:;- IOOO. V .:«~D ~ q O ~ h F r,., a w" •,:R ~ 8. :°Rn n r ~~0„ r ,r.• f~,4 ,.r?~ I~,:, F~,:1~, 1 0 GST z ~ D; fY a3 ENMOR Q ~ I ,t,. r : ~ ~ ^ ,aysl ~r~ ~ I N IA Z LO ATH w 1 z m ° U Z W m 'q w - 362,823(833ac) Same - Total for the Lot (sq.ft, and % of site): 205,82I(57%) 1&7,634(51%) 25% ~i . , ' ? ~ i er , & ~ (t rte. e; t' ~ OR > CT a ~ w ~ w P a GR Nct Arca Gross minus 8'~o Max 4. ( r_ F::,,, a. , ~a r , , ~ ~ 4~ , a g r ~ ? F- ~ 0 AGNOLI 4 > N, p F-~; ,v y Max " ;!':.,r 'i. r>1 & b i..',; a~~ L,.~~ FF~' s~ r Rz-' ~ ~ BU to ~ ~ w w v ~ ~ . . r a ~ r ~ : r t ; > ~ z SON Ct Q ' - ~ 1 W .J a Z W 0 z CT ~s q for vehicular acccssways): :tt yr " ~ " st ~ ` as`` t, 3 W ~ VlIAC W z _ t Q N 0 ~ C7 ~ iT ~ ' For'dte front yard (sq.l'l. and Qe % of required front yard); A2,433(I l.5%) 41,195(113%) 55% r w, -~a FF R C) ~ t9 . Y LQT WIDTIL 1,296 @ x1,1,,. ~ d. 1,296 ft Same , , ~ rP.~ Y, tT~ mr 4,' .~r ~ I ~':~s ~ 1 O 4~~ W ~ I_D ~y ~ ~ w,° a ~ AT •.U O d~W - ~ANDR Cf m a DR GL N E.OT DEPTH: 280 it r i `u t i~Y :,z a a ~ S:C.` I , TI 2 3 W R., Q Clear Space (Watcrfrant 280 ft Same Property: ' ' I ~ ~ s ~F` ° F , ~ ,~t b ,G t' t is o a J ER I i ~ SEVER D rW- SANT I a. r. ~ , , .a ' ` o - ~ EES Jt x Y DENSCfY Based on net fines , . ;res}; Exterior Perimeter Buffers: - r ~ ~ _ . ~ ~ 13Q0 ~ cr~~, mt a" u ' ~ ""f ' t ~ ` La vlEw Ro W ' LA E IEW RD AK .,:s , : , ',;a ~ i . a.~ ~ . a » ~ H BUILDING COVERAGE(sq,ft. t.,' ft• ( o) ( o (sq.ft,B Lot Interior Landscaping 9 30,975 8.5/ 39,122 10.7%} 45/0 ° Parkin~and % of Paved Vehicular ~ v s'~n~~ ° , g- a~ ^ and ~ of Gross site): ^ 30,975(8.5 n `t d.. - ~c ,:a ~ ~ .~.@ ~ ! . "Y sacs... F+ O I , L RA a a ' ~ I r~ , , r~ w : , L > ~ to d t CORONET DR a cROVe ~oRNiN ,:z', f~ ~ ~1' a ~ 5 uu. k : ~ ~ ~ rr% , t ~ a OR iANGE INE ST Q W > P t 4 9~, f e ~~1 , ~ , ~ I N:(: ~ ^L, Jk ~~ht'."^~, ~ '4. ,t~ W m A to ~2 > w DR , ti , J~ , p : > c~ a GROSS F OR AREA and , y • ,ti c ~ ~ e : ~ , ~ ~ ~ ~ ~~uA~~ A S z a z YNOR ~ a IPLOMATOR ~ •e R ~ - ..areas; hlso; dcpici on site plan 1 drawing by shadinglcross hatching): 440(2%) !0,723 ~fo.2%Q~ 6% .1,. ~ ~ ~ ~ ~ n L~; Q ~ MA ~ g ~ ENYO rc ' ~ x . F,A,R,: 30,975(.085 3 }t-~ .r4 1 , ~ ~:A y AGE $ w;~ DE OR a T to TNa 30 ra ..34,975{,085) 39,122{.107). ,45 i 11.ra 1 t ~ff~., ',~',,ae. R', d, e,'~ r ~t~;y.o 4,~ ~7~" y a' 1 F ...~*6:. N ~ W S t 'F,.: r ~ . , #1~- t.,., r'~t~Y~, der , "1~*,r~. v - t., 1•.;a,~ a , 1 ,t, 't > ~ ~ E : r . r ~ e ~ n 4. ~ . : ' , ~ b : P a PE N a g SETBACKS Also include dimen• ~ m, s A ~ ~J.~v~l ''n x ~ e1 r ,a,~ . 1 ~ g,, S 4 L L U' D a S 'ALA ANDADR ~ PARIUNG (Give applicable iimcn• formula): 48 46 , ,r,• r,: rte: ~`a;: ST slonsonst E oo N I e plan drawingp , ~ . F.. r ~ ~ d s .r r,7 r ~w~ r +lo.. ITR tY 0 w ~ U to r B RC LONk DR S a~ .P t of ;:!l:i +Y, 4~:.",~1+ i~~~ry¢ e ,i , "'','x"~' Q ~ ~ (xa U1 ~ v~ , ' ' : r ::rr;_.. 1 -u ,..,..to- `;kl. i ~i.` .fs1 ~ r .x~.. ~ J J I m N r. r g C t, f1 .`t'. .F,1 s; ~ 1 5 4z 4 CH o . . , t t. _ r!. L t " r;& u„ ~ t R a,.,`7 e t't iS; H ~ N W ¢ AT FRUI DOR N S ~ a -,r.'?,.a. .gal a s. ~ 6,, F tt:: ' LEM N. W W ; I T ~ I 1NA R r. 79.4 3S ~ rt r,y, -al' 53,4: aett.&'t~r r'~ r a~, y ,a5,.: ,r. W Q ~ q G m 4 ! Front:. - w . _ ~.Y . .r~.. ~ 1, ti , ~ ' f" `;i ~ fJN~ST o~, i W ~ . t ~,fr^ ~ ,F m: J•~, S FHARDW 0-- ~ ~ a P1:AZ s , 3"~ a IM ? `.'t .r ~ ~''i1, C r ~ ~ 'trt ; ~ r. rs; F- r ERIAL w _ ;~t ~ `k ,t+ 4.~ ~ s~. 1 . ,a ~ ~s,.. ' ~ v a a ~ x ~ I M ERIA ' r , l i ' ~rf~ '~+d v`~r n r , t.~; ;,1 B~„ R raj oR , z ~ fOX IR ~ a w ~i r ~ Side• - i ~ ~lr. 'r r~Jli~,7i,~, ~ ' ~8,r fir,,. a;~.y' I m I a WY ~ S (IAf~~ ~g 11 ~ r,~~~ 1 b~`'~ r.. ,q 35ERY ~ i > w' ~ aao Iz SITE DATA Comm. No.. ~ ~ ~ : , ~ ff.. 8~° i A" ,t: ~iYc rv ~ a $ ~w q~_ ( w ~ L:,t. 1' sl: xs~~%r^~ `v~„J v~ rl,w~ '.7 s~ r ,.Y YI,,, r 1 } ~ rc Spy eS. K. ~ 1. V ~4,.uat h J..kn' 4.W. ? ~ ~.S W W iWar: sal' ~Irr:,. ~ ST ~ a +i,~ u ~ •r, a `i~ w L7 3 C» , ~ .f N 'yi ~ r #.;Tr , s n,.r:4,~, ,a, . v , fir' I AKE Y ~ wr _ ~ ~ iota 25 NEW EUILDING 8,147 SF ~ Date ~ L- 2 - 9~ , 'ur., L. 'ef,:Hsu..~..i~,,;:~R,..,-naem.~a:ate4. wrap , ` .1 W Z oa =U' _ ~ ~ a 1 ..v~• r ":.a a ,.,;..ry; :;r. >r.: R - r,F iAL' EDEN z wu ERN DI^ OAKADIADR o t<i ~;`1'i. -,^rn~^...~:,,""±r"41°"'^'r"e1,,~ r r.,,.:;T C, , O Q T . ] a aq a o ~n :.T ~ s .,~:,~Ln,.,t . _ ..:.b i., -r .,I,. n, .t4.; ~ 'R;a,; .1. sa ~ J IY Q Y aQ 1: ~tEW WALKS m.~..._._....... , , r, r_ , , r .r„ :,vr , r.,, • J, ~ . z Between S4uctures: -S . `s T , ~.,v ~,Ee•d- ~x :x. ~'4~ I,. ~.,i o . a 3S s C... e ,C , , ,+w , 1 Z a i ,::d , e:.A_. , a.Y -1 .,,.~~s..,.J.m.,,R.,.t3...,,,i,..i 4.an, ~ •"ro 4' . _ a,, LLRO~~ 0 L RD NOR 000 ~ - - 0 aJ . ~ ~ 2a ~ 2a 5,600 5E NEW PAVING 3,240 $F Scole f arr r~.Y .,r~,, rr r' a ,/"'w an. °,x.°ss n^. n,°±i 8 Ct td: t(f1 ~ a ~ XG 4 ISI p~~-,. ;Srs ! `I`' r , r,._ q , , ib, q t 1 ,t~ to OU H OO -a 4 a U d 4W W °°°I . ~ 5 ~ , F I y: ' _a 1 .J o> g VIST T~ p SCHOOL PARKING 3`.r a ~'?'a,= t+ 9 e k fir, ~I y::. "4 . x ~ ~ ~ ~ ~ m g m m a RD W i $ g C~'. :I, 7,. u? F y 0: ;2 sf> F7~ ~~5"'! ~ ,9 ,a,`;r."i` "'Fq' ka?'j ll` i ,1 ~ rs ti. ~ f R ' REQUIRED FOR EXISTING 28 ~ Drawn 'BY~I°' ,8 ~ REQUIRED Fou NEW 31994 ~4 rt: t~, i ~~~r , -r;'r . r2 - a 6 ~ stl~~~ n° p m ~ ~ IM NS TER .e G ~p la : pp „ ~ ~ ta.. r F;~ , r a GIR s I ~ R , s~ F ~ , ~0, .c A J , , : z , r ,a r,• w a a' (0 46 REQUIRED Checked 4 F „am:; bna!;: 'ft`s.:.., ..,r, Js.". , ` J Y. r.,~ lK,I p , _ , ~ ~s~t . ¢ ,.r. ~ y a a ter-,. ~ ':I ~ ;tr~ PAL E N f ;.,r'~u:d °.<~`;;a , ~ klr,.,:} ,~a k:,i ai,: ~ >ss};,4,, u AY IEW« 4~R N ~ 1 _ ~ 18y I.,;~:~q ; r ~ ~ ~ 'AKE AV ~ ^ N tGI:E RDp p 'g a . _ 48 sxowN CENTRAL ERMITTING n,tq,.. VU4.R ,:,.e.r l: C4;, ` 4 9~Cf 1,:•iS'.} ,ts •C, ~-'-'-•-+-----+-.I11....~...~-+-..._.-r ~ t y a° ~ :rr. 'r' Nr T. 1r W mr a 1. ~ . , , ~ , .,.1 (s,. r , , a...rat ~ L E Av ¢ x t ed as a true <,n fied as a true and correct copy. On - CITY QF C EARWATER y ~ ~,.;a~ - - 1 , , ~ . . r y',,~ t ~ :rs,9 lrHRlocE oR a a r BEU . t°i , i a,,; f'~, ~:.:s. ar, pra; 28 1993 r. y ,,r. ~ , - ~ t r ~ ,F~ ~ r ~t a ~ aKE Av S OA PAR 'P' x x' ~ ~i ~ October. , r , t~ L6, wi F.r~.. ~ P. i.Ae . . pA„M9 b ":.4m.A h 1 ~ Aber 28, 1993, the Development Review @.,., .r~, e:a ra, , .-z 'lo > i. a:. :ls r,;t1 Q QI , r~?~ ~ ~ . , I . , . 4 .ri t - ; to z Committee a r v : I~ - r: I a .e ~..t k.rr M Uth. DR SUFFOLKOR"-P. m? AF 0 e , n , ~ 1 ~.~,.,„rg,, ~ d , , >P.>P.. I w KERB 1 ?r~ r:, xa,. ''^t ...i.. ,r*' ;ti `8. ,.s ° a ~ Ii1 ~w ,''"6 r v7 a b C, t°: v`t'" (r1~y, ~ , ~ . ( F° w ~ ~ ~ ~ 2^ q Evan elical Lutheran mittee approved a site plan .for First"' 'Revisions ~gelical Lutheran ChurchlSchool. 1 `t 2Co4~~t~- , " t r I "s, : ,4 ,F ^ f , ~ OR LINE:: ~'DR N 1 ~ ~ _ r a ti, "ens , ~ r , 1. .;.n~c „Y. Y{'~;; ~,M e Q ~ C~ t tb . ~e .£J~ fr r.:b,,.,k,: r..>q,,.,, .r~ -r,.,~x7$_r , k,.~',~, . , fah~.~9., J. r;,:, z'~.,,.~ ~ ,,,s„~, .r. ~ ;1L ;.1~.~, ,,,r~, a,. r: ~w; ~~n ~ 4A DAL i > . ~ r ~ , , ~ ,ar , ~ s ~t . ~ ..F ~ _ - .:t u. I CED } ye r, 5; r r _ ,,tf4lVil lltt i p r~ . s f. a ~ ,,.x y 1.~4. W ARBO DR . C1 ~ R IG w,, ' ' ,y r . ~ . :.i,: s a. a~ r' :air tE tIR S 0~.~~ r. ~ , , g~ -r e, ~ ~ " ~ a~; w BENS Witness m. hand a ; r , Z!} ~,4 y'(~ g . , 1p,. , . r ,1 '~i ^r$r. a~. .:r : .i t• ;r:~~,. • ,1~ ~ u m Q , ~ I S',"`~ I ~ Y e ,1F' .P I .._.J 5 . 7- f?~ I ~h b`i + ,til d U' r,~4 ~ d~a a r N ,:F ~ 4r: , x r. z U E~DR k. ~ i ti ~ LEIS R ~ ess rr.y hand ,and the seal'°6f the City of ::r,n t..' .ri,l ~ ~ Tf ,A „'f ,d .e "tR/ y , a CI t ~ r. .r,~ ~ s ~:r a; a ~ earwa zr, Florida c ~ ~ ~ ~ r.~' ~ ' rv M R " ~ ~ , ~~a, , , , z ~ e, ~ to ~ ~ ~ ~ , ' GE f , ' tiJ x, f; „r ~ - , ~ 1 P ~ ~ ~ ~ r f a+.. R 4 uyt; a rr ~ ~ ;st L, ° ~r~,, ° . , ~ , M, , ~ I ~ •i, ~ 1,4~~ ~ CAMBRIDGE DR ~ ~ ~ rwater, Florida ,on pfljis„$tl day of, February, r'" 2 "t r ,;03,.. ? `4«. , .r.,. 7.,9~ rq ~ Y ,:.,s, , r,. s>~ r r W F-# 994' . r~~s.~~ ,:P. ~ ~.,~.J,I r'~,. x „ .~„o CAM SH R fv~., ~ ~ ~ t 1 ( • Eo ti E WO DDR d ,:-g~~p,..:g. ~,,,J a ,x.~ ^F ~fi ~d: n ~1SENt~• HATEAU AL LANG a, /~/j(~/ . , . „ ',F. N W INT~l2l0~ t..At~ll~.~C,A,pINC~ ~ ,mil ~n ~ 1 ^ a . ~.:,rditl+.,(:f. u®.~c:.n!5:ti;.rs'l. .re~L:e4 .r „..r ,~..,.ti ••S a.. n, a ..,.>e.~'r6;:7~: ....:~5 .I ~ €.,:;8i, ~1~C'.:. x _ nE. 1 ~ FAR1 .Idl U!0~ - 4 _ ,v;t y. _ X .P >f '"p L.;,. fU° F:r uqq. p 7pVUU U!l un ® I8! W w P. . a 10 a l,, ;.c . U K i; Ij) © F'. o,~$M• :~jir 4' : 1.. ° CI :a a AT AK~F R: P 4 p I°_ mom." v x 4;u W 0 RIG q) m 36 r § . UR Pt,t„ G° e h: ,r~. +',a:.,. „ si', .iY ut 4 I. U N W0 h' . .,.,n Re &,k. krn.t?9 fi: e u buu2. K. l,a e a.n. ,w -t e„ T r q•; 1 ..lliy. - L .y.n.., df 1<„(~ U. IN _HARMO 'p' "sync, , 6 ~ TE" y I ~'d p 7 m IM ` Deqqur I' N 55gg ~y t ~ IDLE W t ,d It , Conditions #2,3,^4, ff f ~ ~ ' De ut iitions #Z ° 3 4,x,6,7 4,PA1i0 al d hE&e been 4 ,.1 .t ~ ,t~, , ,9:e wad , .~„a.,,::' e~- o:'sr ~ ` „a:,,~•, 06ERY a RO~aERY 4 a« wo SERY RD . W met. a 11, ~,m Ldw~w .m~rwn ' o' R , Q~ D a k't~~r Sub1ec t s r a s w C tothe 0 rM I" kDAMIOSCH E % u,~ u£~~ ~~~4 kczs € C1 d. ;I F Q e ect to the c®r'ditran {Fro _ Sheen No. S 61 I pAR RA mat 1. The requlsl , The reguisitq~~ buifdip peC tit's must be ' ~ n,t'l: 11; procured with - of certificatior procured withm'ane'q+'' arfrom the date . ' , NQ ~G Af ` of certification of the final site plan and all = r r requisite Certi ~a of . requisite Certificates of Occupancy must be obtained v • be obtained within three (3) years of the Z ~ ~date of certification of the site plan. . date of certifil 71 ° f ~ ~ ~~r ry rr, w _ ; 1 ~K. 3RD. ;ADDf`~ION REVISED PB. 5, PG. 5~ ~ ' ' East Tine of N.W. 1/4 ~ ' ~CG.. of 5,E. 1/4 of Sec. ~.OT , 23=19-15 24 ~ w L 'A K E (NOT MAPPED) o.~F~E o~2~'3s, LEANS DUE T6 t' TREE. ROOTS 30.0'- ~ , to' oRAINACf eASeMENT (PUT) SIR 30A0' 0 . 2.S' I r . CONCRETE`. x A a' CHAIN UNK x SIR i K K SPIU.WAY, Y ~ FENCE ' FENCE CORNER % ----OHL ~9htt^~.'"`-~---- -DHL OHt, 15.a' E. 2 CONCRETE CURB , ' I LATE bSPHALT ' z a~w vtaniYe~, , r ~ ASPHALT PARKING \ . e r W , CONC.", X. ABC. % f)~ ~ w~` .,uvP~a~Sv~4J#p~CR^r"°' • v1 °r~~rt/~ "WALK tnu~`°un~trl'.^u>i~>~~ x.11' W • 1 .4 a ,'$B,1' COY. a~+~d.Y~~u.PM~yr i > N Z W ~ ".A 8' 18.3' .70,2' a - B° CONCRETE CURB k'~ ~ ~ rgQ~Z z Y S14RY MASONRY ~ w cHURa~ 8~ ~ ~ ~ wA__ WITNESS Q~~ ' n,~ . " . 3o.a' ~ ~ ~ ~ U CONC. N ; ~ ~ z , v " 0.4' 187.2'-- \ n ~ 1 S10RY 1T.4 18,T" ~ ~ 69.8' ~ MASONRY, c ~ I FENCE. m ~ OCC.' 1680 0 END a ta.o' ~ ( 91.00' ~..J k e~.T' PUNTERS. ~ ~ ~ I 36.5 36. 'LAt1TER (SIGN ~ ~ ~j CORNER NOT SET ~ " . ~ FALLS IN POND _ . CONCRE c~i6~l SE. C F 1 ~4 . 6' :r00DEN BRIDGE AND 5 RAJUNG T T OR. ~ NE. a.2 ' BROKEN VATER VALVE ' HEADWALL ,B' • ---p"'"g SEC. 23-29^15 AND METER C.M.P, 18• ~ ~ . . _ _ . ~n ; FPKdiD r R.C.P. - RLS 1269 - - - _ _ _ - S89'00'2D~E - SB'~'00'20"E - }358.664 ~J SN&TT j SE CDR. OF NW. }~4 OF SE. }/4 OF SEC.. 23-29-}5 " MAIN i FNdcCAP 0.1' S. - 0.3' W. " 51Tis 1°LAN Ttf:VIEIM1' RE ift ~U 1 k7 5FU in o az.1 • . ~2Et t1IIZi,1 [I1.1Gk3T: - Ig 75 1~15~'1N~ X'R~I_'~~,?? ~'tinpr~4i~. -~-°---ri.,~ : ltd l?onlls ('rm~isions(if ~ ~ r~rsh 1 sl ~ ~ i(~In~'alslc) ChurchlScirool ClitnchlSchool PA\ GD V~1f(COLAR AltLAS ~ ~ ~ ~ ^~4 Acre,j ~ (sq.ft. and ofsitc)c 10.5,lS2(261.) IU8,391.(30%) ~ IYy UI'~iV SkA(~~ :3f?,h23(? 33acj S;nl,c ~~",r I~';',,.a ut!I for the Lat s..tl and I , ~ tb~ . Sife): ~ 205;3?I(S'1`,f) 1$],634(:51"/0) Z57o y~~ ~i `''",;A r hn" :ht~ frnn. yalr0 (sq.lt.:uid 1,7,9(r fl Samc ~ , rdtf~utrcd frodrpald): A2,035(II S%} ,~~41,195(! l.3%j ~ 55% ~ . Clc^r Space•{W..atcrlicnit ~ r.r,a6 2&O ft Same - Prul~trty;: ~ acres); ~ - ~ - ~ 1,x.lcrior aaerirnetec Duffers: - (sq:ft. ~ ~ Y~ } n.Y 'fAt Interioi landscaping ~ ) 3D975(u5/~) ~ -39,1?.7,(1.0.790) ~ 45ib ~ (.y ,rn)td~%ofPavetlilehicular a~c~~s, also dcpict`on sd'c Tin tt,i ~ ~ drr.~ingbyehadingfceosshalcliing).~IOU(?~/) ~~72?y~Gz,'2%~ 6% 30,975( U$5) 39,122(,107) .45 1'ARiSIlVG (Givc'.~Uplics6l,c dimcn., ~ torrnlla); 4° ~ A6 ~ ~ '1~ a 35 " ,~,~p7,~..~. . ~~Q Iz - siTr; n~~'rn: Comm.~No. ' 7C7.to ~S B~.i1~11~("1 ~I' o ° ~ ~Da l~ 6 ~ . 2~ ~ za ~ ~ rr~a~ ~?`AI,KS ~ ~ s,~ao sip _ . IVEVi hAVINCs ~ 3,240 SF SCa~e I - Sf,"Iif)(~I, PARTQNG ~ ~ te~ <Q ~ 1~iQ}JI}tET1 F41R. RXiSTiI~G 28 DFawn 8 p:.B 1~I't~}1Il~E1J FQR NF'W t$ 46 RrQ~}1~rn CITY O CL ~1N Checkedp C~ ,F h • . Revlsior~s 1 f ~ 2Co4O,t4 , s a true and correct copy. On October 3, 1994,. 2 ~ g ~ ' . Dment Code Administrator approved a Simple ' to the ~,i•te pfah"}ast certified on February 6, ~1~CV I~`(~.f~.lGl~ LAhIL"KaC~pfh3~ i} rst;l~ifherarSchpR1,. '~r~ ' \~L..~...~~_..,.~./ ' ~ fTa lid ~t~.~he sea1R~'~the',e;+„ „f r, ~ ,1.1~~ ~t. w _ ~d~ ;4 r,t.~. t. :r*. .,.wr*^:v r .t ;,s y.. f1 M' ;z: '.e f i," s.! & YIOr _ ~n c~ a utah ontmS- ara a ee e _ „ . x ¢ tilt J QC ay if I~6 ,IJ ~a rvQ`r ' ms Sth day of Octo ."19,94 0 `fin ~I •...I r S Y.. r., •'i 5 ~ 5 ,..N.t '.f 1 r::. y,. p,.,... f[ pl.~ I ..Y r., a MP ; < p{~ SISEq0'a R SRIND^.rrf b Y:. er g6s : y.ARD> r'.•CIC^> [ M LD a i w KEPd1'~~l sc w i .9 Ea J a ¢ Cj w OA,M{10=CND I The cha tohe:Piq~ Z °jArC to`the fir slte'.pl"an ~gclu~,~e beet NQ. fl4RA- RA., d Site. ft., 0 of aisle,°:~r-f ? fi4:m._ ti~r,:~kQ n a iCC ~2 0 'the qtr w .,.,i,i , r S;C.wx the elimination ~t i he ~tripipp' of to parking spaces. CG r Subject to'{ebwa De law I~ s, ggt1~a, n buijding permit within one a ' l c~~t7 s a, n The t o r year from p1~ the i Y e e ~t of ~h~rtert fWation. E ' _ Il I ~ •i, - { jfl 0 ,5 10 20 40 80 ALE 1" = 20' "CP~M 12,R. SpiK6 IN \ 2, Stt~E. L:ICaNT POLE EL. ~ 5p. gl y CONSTRUCTION NOTES: - - o C, *~b\• `a[y' ~0 by1 `a~. ,ab. 41~ 641 0 0. p• L 0~ $ \a aq' la ~ la aa' a9. ,l 1. All right of-wayinstallations will be in accordance with practices referenced in the State of Florida Utilities Accommodations Manual. 1. b ~ a ~ ~ ' 1' ~6 1' a. D~MPsTEtZ 2. All proposed work must comply with the Pinellas .County Utility Ordinance 92-63, ~ a a a r, a . S LuCA.T10~1 Pinellas County Site Development Ordinance 92-62, and Pinellas County Access L' P, H • L• -..t, Management Ordinance 90-13, as amended by 92-58, and Minimum Testing Frequency a ' b p \'1 ~9 la requirements. o. z e' iy^' t ;r a .NEW CDNC ~E ~ ~ $ 1• NEW M:E.S''"•t •`FLUM r 9;0 ~ TOP EL,4S.5 ~ a IN ~ A aQA 91 h ~ ~ a ~ INV. EL. 45.6 b V. EC4~:4' ~ 3. ~ Sidewalks to be reconstructed within three (3) days after removal and safe pedestrian traffic is to be maintained at all times,. When existing sidewalk is removed, it is to be t 514-.~;~' + ~ ,y~,' ~a~' „Leal -ab-• INDE,X•273~~k6 I ,a~• ' ~ ~s o' 9' ' ~ a ~ ~ ~ ab't45'" " 1 removed to the "nearest expansion faint. T , Q ~ ` o a a®' •2 tl D'P E--~T - D , NEVI INLET m• ~ 86 L.F. TOP EL.50.6 ~ ~a ~a ..~i®Ilea® 10r~` lil ~ N V. E L . 45 . ~ , 50.7 ® ~ ,i•,~a , ~ rp`' r a a ' R _ AAAA ti 1 ~ 46_e,~~ a8' a' 4. Roadway pavement wf11 not be open cut or disturbed, ~j ~ T 240" , 1 0 4® J a a. ~ \R .I E AT a9' ,a ~ 0a R6M0 E a1 ~ da 5 All landsca in .should be maintained in arc ti' ti ~y F\,.24 N ~ ~ ~ 3 ...._..k9 `a Vt ~X• ~ ~R + BALE BA RIER ~g t~~ 4 12 4 Lb~ IOI ti ' ~ WD FsRDG'L ~ o~ k F.D.O.T. INDEX 102 t ~ `h `b0 , . P g ordance wuh F.D.O.T Index No. 546, I 1 1 1~ • 50.8 ~ ~ L. P. a~• o ~ E TA[E ® a ALE , ~ a' g' a`a• ~ , NOTE; ~ ~ - • BASKET BALL AREAS TO REUSED p~ ONLY WHEN PARKING LOT IS NOT ~j 1 „ .,last •1 I Ti'aAll l b~ - o IN USE. I A a 6" A a`a' a a 51.0 ~ z A ® o ~ o sod /~91 /1 ~ yl/' L L L L i L ~ L L L L L L.L L. c.L L~ L L L -L L II,, L ~ 9• / Y , 6• If~ bZ V b\ L L l L L l r\.. l L l L l l L'".L L LLL 1 L L L LL/, l LIL a ~ a9' a `a®' `a ~ 1a a9 , ~`b . 1/,4 `7. O LLLLI`ILLLLIg LLLLILL~LLLLLLLLLLLLL QLLLLLLLLQ I~,LL•Ll`L lA®• 'F` b•~ . S - O 'J a = ~ - L L L L L L L L L L L L L L L L b L L L L + , 1 / a ,I/ l' LILT TL ILLLI IIILIL~LL LL AJ.LLt II ~Q• ~,I L l l L L L l L L Ul L L L L ,L~.LL L L L ll_ L L L L L L I, C • O LLLLLL Ll LL0.lL LLLL IL LLI LLLLLL (s` , 51 L\• L L L L L L L L L V l L L L L L L L L L L L L L ll L l L O • ` L L L L L L L L,~. L,l L L L L L L L L L l l LL L "L L L o Sal ~ , s , r ~ > ~ ~ Loose SollPlac~ • J < , A sn~a~ aril Lignly ~ < L L L L L L L L L L LL L l L L L L L L L L L L L L L , LLLLLLL \l L'II LLL LL:LLLLLLLL~L LL ' 9 L ll L LL,L \'L L.L L L L L L l L L L l ~L l 1VV-- L L L aa• ) , r ~ ^ > J v • I I LILLLIiILI 4yLLLLV LLLLLLILLLLLILL~LLIL g L4JL~L0.1 (LLLLLL Q~ D~E _ It ` `-d ~ L L L L l1 L L L. L L L L L L L L L L Q L L L L I L L L REM ~ A I lL L L ITTL L l•L L L L L L L LL L `LJ..LL L L L• L L L L L E.K. COhIG. Sr.r'B~1 ~ ~ ~ PL,QN Compxle0 Hong Upstream r d < E4ge Of Bates. J L r , n~ •a. L L L L L L L L'l L L',L L l l L L L L L,l' L L L L L y ' V• e°I'~ •~T L L. V L •L' C L L I L L L L L L L L'~L L L L L L L L L L 49•H T W® ' q 6 V• `f . • . LLLLLLLILILLLLLLLLLLLLLLLLLLLLLL`L`L lLL'4LLLLLLLLLLLLLLLLL ` b ' C a v c A^L rT A ~ ) rc) r v r L v `JLfCIk'i( Bales "Wllh 2 -2'X 2'X 4' Ralf- I1 •I• L L L L L L L l l L L L i L L L L L L••LLL L L L L L L L L E X 1+ V~" l ALUM V L G L lL L L L L L' L L L l L L L L L 4 L L L L L L L L L L G \r ~j I Ll LIILLIL.LLILL LL L.}>LIL LLLLL LLL 0 0. I L+MOa~C/1y,'N~ N• LJ~~ S 2~• q L L L L L L L l l L l L L L L L L L L 1 L L L n1 l l L L L R 1' P ,A ~ ^ ~ ~ V ~j l J ~J> Slakes Per Rai.. 1~ , °!1 L L LI LLLLLL( ~LLLLLLILLLLLLP4Li`LLl Cl' LLLLL YL L L L LL "':1+~ IO ,VII v ` I 9~ L L L E L N t L L L 0(9LLL ~ a9L`L 54.9 5 Y ~r f 49.9 ~ R•1?Plb. tN~ P 1, a ~a .;1.L50;95.,.9,}}.L.LLLLL.LLLLLy,,LL_.- ~ FLt EL.49.93 ^r ~1' ~J~ < L r.J yr > J 1 j r . 1 5 °O ® LLLLLL~LLI`.p.~LLLLLL LLItILLLLLL~LLL7 LLLLL LL LLLLLLL LLLL}.`a ? ~R.OP ~V`I~JVG `JN+I/~~~Ip~~/S~/r,URC Y \7 b ' 16 I~•••••••~•'' a ® 1 L L L L L L L L L L L L L L L l: L 'l L L L I L L L L L U• L y } 11`I r G I`^I O R. ?.~Itl'l `JL/h'•pd• 1 P'' / bo• ' o• ~Q ` 1 `LLLLL L L L L L L L L L L L L L L L L L L "L L l.L •LLLL LLL 4 .1 ~ ~ ~ ' )Q u r t_„ I',Uln: R~ommerxt~ ~ ~ ~ I o~ (`f Yp,~ ~ _ `b L f I ~ d:: L L LL L L LC'l~ NEW LA E + a LLLLL E 1- T Yt A S •LLLLLL P NT R WALL ELEVATION.. r i I. LLLL LLLLLLL y L L l + L L L A ~^p NEW TRENCH DRAIN ~ P4.~ + J ~ > v S~xlrg: Bole terriers for paved dllches should be spaced In ocaardonce with ~ ...~~a;L " W I , L L L L L L ~ Q ) < 1!' ~ A ~ P, d ~ q~ V A C •A J V r t y f J)~ ® , LLLLL. LDGt 20 H.1 G •LLLLLLL N TOP EL. 49.5 ~ " >LV " Per t~,?? ) • I L L L - - LL i L L L V.9 )F r•1--') ypA> J. pP V P. ) L~ LJ c') (J c +~(i J)Ar.i r ° ~ ~ CMrfI, Sneel 1 of 3, lrr1EX No; 102 - v Avrv v r ~c+'J INVEL.4B.2 r [['J? a<L P+">P P S, L l L LI LLL`LLLLLLLLLLLLL LL 9l ),tpJ PL A P V"[ 1 P ) V> P J tl ~ V~v V A V) L L l LLLL L (J'~~ 1 Q 9' 1 p A ) n < ` LL.L.L LLL V 7SFLL LLLLLL LL ~x..rUw LA r+.~G I~V J 1 ;V J ).p' V ~ > A < ~ ~ ~r : ^ M ' ' A J r ~ BARRIER FOR PAVED DI TCM Ar +v r 6 ti 1 ~ L L L L L L L I L L L L L L L L L ,1 9161) `a o' "O• ~ LL LLLLLL LLLL L" LI.LLLLLLLLLL`LLIL L 1 UtJI I TO 1"?,'v" II" r ~''L.AI n ~ r~(~ 4]11, l~ , G.O Q/~. LLLLLLLLLL 9nb LLLLLLL~(LLLLLLLLLL } I~ R>='I ~OV~~F"i /W LJ(G'. n NGYV ~R/ " ~ L `'J N41 ILILILLL `a9 LL yt'a LIILLLLLLLLL a('~ C'„y. 1. ~1'v Ll. W!'•V~ r~f~. R' L l L L L '1 1 L L L L L 0,5'r: 49.T .ALai /1 y' l / ~L' EX:®ASKET GALL POST EX.BASKET BALL POST ~ ~ PA1NTYELLOW LINES - L L L LL LL.F L? EL• 5,A.OL L L L L L'+r n, ~4 ~ b POSITIVE ~IN~'~'^~ 'Ci, X1 L L L L L l L l L L L L L L ~ a®' la~• 49.0 .a~p T~DELIMINATEPARKINa ! J, oI ~ IJ L L L L L L L L i - LL Ll Ll I L L . L L l l L l L LLLL L L L L L L l 4 L L L L L L L L L L al a~' ` •d• la ® ~ W L L LL L L L L l L L L L l L L L L t: L L~L L L L L L L L a ` In L L L L L L L L L L'l L L L Ll L L LL l L.'L L L L L L L 9~ sl/p~~ ` V+ 1 I~ L L L L L L L l L ll l ILLLLLLLLLLLLLL LL LLLLLLL LLILI L 1a A\$ 1 'N , L L l l L l L L l l L ys ? L L L L l L L L L l LL I L L L L L L L L L L ~ ee \ A~~~^^,`+ (~1/'A1 LLLLLLL LLL`LLLLLLILLLi LL`L `LLLL ~I' a9. hC/W JYW-vl..~ 50.95 [ `50,95.LL L L L L L L L L L L L LLLL L L Y~ : ® L L L L L L L L L l L l C L L L L LL L l LLL L l ~ NL.w ~I`~I~ ~ L L L L L L l l L L L L l l L Li L L L lA.,L L L Abp T EX. CONC SIDEWALK W L L L L L L L L L L L lL Ll L L L L L L L L L L _ p~/ 1 ¢'4;(Z•~ +~a~ P IN YELLOfl CROSSPiA L~ ~ " ~ L L L l l L L l L L L L L l L L L L L L l L L.L L LO n'~1 I ~L L L L L L L L L L L L L L L L l L L L L l L L L L LIN S®DRIVEV/AY ONLY gQ. Q. Y LLLLLLLLLL ~~L`LLLLILILLLLLILLLlLLL4.LLLLLLLLLLLLLL.LILLLLLL . s11 s" 18" s~. Lb bO ' O ILLLI(lL ~•'LLLLLLLL4LLLLLL.lLL1.llL"IL,L LLLLLLLLLL LLLLLL LL ~l y+ p II H~ ...,r ` ~ ,+ly / L L L L L L L L L L L L L l ~$L L L L L L L L L L~ : ,t ~Y 33 L. f". B P.V.C. ~ SIGN SO ID CON RETE BRICK L L l ~L L L L L L L L L L L L a~ L.L LL lL L L L L a Y ~ I I (O1 ~ L L L L l L L L l I L I L L y` L. L L L. L I L"L L L 4~• l L l l L l L L L L L L L L L l~l L L L L L L L L L L L LTL I ^N 1 ix; P: NEW INL ET-•" ~ I,LLLLLLLI.LILLLLLLLLLLLLLLLI.LILLLLLLLLLILLLLLLLLL LLLLLLL` I ~ P r r y( _ , LL TDPEL.49.5 LLLILLLLLLLLLLLI LLLILLLLL I Q A L L l L L L L L L L L L L L L L L L' L L L L L L L L L ~ i~ G ~ L:,.. 'W'mu. W~'µ ..,.uui ~.....wv." 'rl" ~ ~ l~A~' L~ ' I N V. E L. 4 B• 15 1 tfN ~ L L L L L L L L L L L L L L L L L L L l L L L L L l ' O 4~• ` ••••W~ 9 L LLLLL L'L L L L l L L L l L lL L L L L L L L L L " Q LLLLILILLLLL1L lL LL`LIi LL LLLLLL (LLLL LLLLL LL LI: LI LLLLLL LLL LLLL 'v(1' L. ' r y r t(r~11 , N NEW ~j1 N5P1-k. ~ ~ M a f 9h.' r,Af ~1 ~w1 L L..L.L l L L.L l l L L L L LL L L~IL L L" L L L L L L L it \II , ILLLLLLLILLLLLLLLLLLL`LLLLLLLLItILL L l.L L LL LLLL LLLLLLLL I ~ ~ " 11 LILLLLLLILLILLL.LLLLiLLLLL LLLLLL 96L.F 8 P.V.C. I o s'C /~~7 ` w - 33L:F. IS HDP ~ ?:,L _ L L L L l L L L L l L L L L' L l L L L L L L : AT O, 25 L5V.95LLLL~LLLLLLL~LLLLLLLLLLIiI LL LLLLL. LLLLLLLLLL IZ~.IICJVE C/X'CONG, ~ L L L L L ll L LL L LL L L L L vL L L pa ty ~F' 'k '.L L L L I L L L L L L.l L L l lL k 'l L L LLItILLLL ' 'T'Y S~V \ l L L L (n~ ~ ..a 1 lLlllL LLI ILL LLL LfL •R LLLL ~,'1 I L L L l l L L L L L L l L L("L Q L LL" L LLLL L L L 4 '!L A•y (~},C•• L l L L 1 (e L L L L L L L L L L LLL, L L L lL L L L L L I '~L ;~w~ 49.9 U, L /-w 1~ ~ L L l ~ a}Il L L L L L L LLLLILLL~a~LI LL LLLLLILLLLLLLLLC. QQA• I;;;1: _i ~ I •o_ I , , ~ i" ~•fl T e .LLLLLL ~~LLLL LLLILLLLLILL L L y~ i L L L L L L L L L. ` ?9'.'..' • l ~A, Q SECTION ~ ~ " N,-C. S ~L L L LL L L L L L L L'p'. LiL L L L.L L L L L t~y.L , ~q LLLLLLL( L l l L L l l".l L L L L L LL L L.L L L L L L L L - /'L ~j p'L ~ L L L L L L L L L l L l l L L L L L L L L L L L L L L L L t NEW CJNTR ClLS •U. 11 LLLL LLL LLLLLII:L.L L'ILLLL(LLLLLL I II 1 ~ 1 l l L L L L L l Ll L L L L L L L L L L L L L L L L L L W .3 - 'i L l l L L L L L L L L L L L L L L L L L L L L L.L L L L L ::4.a~ ' 1C) T `~1/)Q] TOP EL.49,O 0 LLLLIILLLLL ILLLIILLLLLLL(LLL M EXO •'s w/ a6 MASPP+LDGO L L l L LLL L L L L.L L L L L LL ^ I " END 24°NDPE/MITER END, ' I N V r E L. 46 ?25 Q III ~ir ILLLILLLLLILLLIL LLLLLL LLI L L l L L L L L L L L L L L L L~ 14' I Qr LLLLLLLL LI LI.LILL LLL FILL LLLLLL ..1 •LL LLL l l L L l L L L L L L l' L l LL L L L L L L L L ~ lUU " ~ i"L L L L L L L L L•i L L-Ll L L-LL L L L L.L L L L L L F L• E L• 49.95~~ , rd Q~ 4 l L l L L L L L L l L l l l L L L L L L L L L L L ~L L L L I~ - ' - 1`''J'11'~'(nj LLLLLLLLLLLLLLLLLLILLLI`LLL5O.951LLLLLLLLLLLILLLLLLLLL ~ a t4 tl~ ' .L L L l L L L L L L L LL l L l L L L L l l L L L 4 8.4 ` N ' a, a, S L L L L L, L L L L L L L L L L ~ I Ct I ~ 6. ~i +s L. L l l L L L L ,L i n L L L L L 9_~L L L L L .•'!L 'LL•`tLLLLLLLLLLLSO 95~~ o `b\ I~b° ~ _ tit L L ~ . U ~ p_ ~ . Mme. 10 R~,Ntpirs ~ ~ 20 I 0 24' 20`+ _N r ~ = ~ : Sa 1~ • ' . ~ 24 20 20 ZQ 20 NEW DETENTIQN DAMN o 91~~ ' ~ ' Z d / SOLID CONCRETE t- D R I C K- 3.5/8'~3.5/g"x73/8" TOP EL.49.oo eJ' l • 90T. EL. 4T.Q • {TYPICAL) EX. BASKET BALL POST ' A _ d A ~ ° ~ o:: NSW • Z~ . . .PAINT YELLOW. LINES N r c.®: ` • TO ELIMINATE PARKINt3 INV NEW I v' , ] n 1 n V V V v n ~V > V p L L l J" > 1 ~7 lt] 0' ~ .:'~u~L`, )y/~1rV, 9 L) n ) J<eat~,'+~).PPV J'1~ S)'J.:, IL:' `S I U• ~ II 0 Pl L >.tl J L fV P n L 0• Q' J Ql~lo,'~ \y ~ ~3' .>.;~NY•~~C? ~ * p '-'r~'.,'•:;`' ~ b l A~ v) A [ ; 5 +t '+;M'.:.•. -iL.r~ $ 4 L>"~A[A J 17p)J. LL)A+ I l l• 3Q s4 'Pqr \ `''~:::.',9' `In)PL, ~ [Prn~~<r' ) P nn>L. <r~> ,I, $ ) ' V' ,I• 1~ "ey'.~Si':±.~ r, 1la e P ~ J t J'[ L ~ ) ~P P AL ACA)(<<>AL)Aflit r^rJ L^L~~•~~)^ IV.)~ ' dN Q~~yy' _ T1 n(PJn)LJ V+>,Vn _ JtdLL~Ltl r.J'V ~ n tp~t)PL> • " '1M Y • 4~ KT ~ t",.~A'~ )~)AL1 A()Y) A V)J A'>n "A tJA'Yrl ).l"L )L~). .I A<''A ~ ~A ~4h ~J.`. EXCONC810EWALK A LLJA+ > "<r >tli [r ' nL~ J. i" • NEW M.E.S. ~ ; rl ~ INV. EL.47.O ~ a W8~~~i~;rW'1 i ' y 4 d N H T#',L t . 5 • ~ {dd . 0o N ~ + r . - , ~ • a. ~ 4175 ~ 1 lfl N ~ o, ~rrawdE' wdgil~a . ; 2~ b Q• Q, o• 54 +~h ~ #~1f C ~ ~#fl ~'~3,4~ ado ~+3 , ~ a~' a®b 5 b r `h t ~ ~ : , r ~ - k < ~ ~1~~a + Saw G+~T ' N 44.5 ~.g, N I r . , ~ $p~a ,.E . y 1.4M~. : r.. ; ~ . • • . , a ~ EDGE OF ExI5TIN0 ASPHALT PAVEMENT `d . ~ F,MOVEf ttiiittt ti lilt h~• ' ~ ~ ' 1.UG Cj~ S0~ t RIDGE A iiiiiiii iiiti~ii, R•~N10'•/E" 6>Y. A'y,ll~I"1,. Cji/~~r~. - ~RdVlO~ 6 E I A Fw'dVIL~~ ~,rp 42° ~y 'b -y ` .E'A f aiat taint NEsW F ..L GC3N~pAGj' 4 SOD . d / / / 1 51 , . . . , . L W~ o ~ o "y„ b 1 q,1 , a~ 1 b, tt ~~iiiiiii tti c ~ C CRETE FLUME NTS `y ~ ~ s ,64 Aa . -e :1 ~ ;,~,...`y'l~,.A :E)..,~ ~,,d>}:d>..> _f bL( tt t tttitt , _ ~ ~fl~ 1•'A~. S Q.. G . ~ I a DCVA ~ EX SIGN $ t $ + , t Ek.C~NG. WALK. To P-~MaW' W h ~ ' 6 4 61 1 0 b iitaiitaatat l ti \ ti' RP. a~ iiiiiiiiiiii~iiit ;1 I REMOVE ~ . WpLI~•1 ~ ` ~ttittiaiiitirrti~ ' EX. 6 G.M. s "G I 01 'iittitttiiatiitt t?t`40VE E~..PIP~ 6 G <'m,,,,,.,~.,.1:,..,.~1 _...._.W~f•1EIN hr DE COIJC. INDL{C 9 r _ iiiiitriittirirti R• ~ • E'X,18"CMP a~ ~ ~ ,,,,.,v lb ~ Aiiiiiiiiiiiiiiii' _ _ a ~ 1 iiaiiia 7'OF3E RFJdO ~b wb h\• ~,bR~ $ ~Q. `a9' ~ 1;~. ~Jb~ ~n• .iiiii/iii ii• iriti. ~1 , 't~titittt ~iiititt AND A[LS NEW M,E,S. ~ !/iiiiaai aiii REMOdE ~1G. A~PN'• BA58 f>'EMdUEEX.ASPNAC.7' 8 5 . F. 12 ~~l~:~P A~" k[#. ,~o N M. E. S BASE d INV. EL. 51.0.1 ti vttitiiirrr iiaittiti l LEGEND _ z~ ~ - ~ ~~:y.~ fi _ - tiiiiiti FILL, TO G[LEtaT~ P CONTIrJ•. . LLL 72)CREATEACON77AUOUS FDOTINDEX2 INV.EL.5O"t _ _ -°-~i f ~~~ttariar..~ SWALE 1 O ~ ~ 4~ . :a~ : "i; , DOT INDEX 2T2 s~ iaiartttat iaiirit L SDD• a 6AN SOD Ob y a :>:<:»::<`:;:::>:>.>.:::s>s:.::;:s::>s`<~:>::.~::>::::>.:>:;f:::;>:.;»,::..~::... ~ 2 iitzi 5WA• ~ Ex. Elev, , ~~-9 3 6 3 ~ ~~~~t~tt~tt/. y ry• W i `i!s,.::;::.:"c=;".x:^: ;.,!¢'n:::;?<<:>:~;:>;.::,..~.~:'3:• N My ~ itiaaitiiartt tirtiir/aitt~; ~ ~b ~b `h fib...:.. 'a~ z b\' `gQ R•4Nt• 6L ~q•7G~ i aiiaaiaaiiei aaitaiiiaa Comm.. No. _ r 5pw c~a-( r: Nl; 5 out,bP,R• Ex. Contour ........i5o)........ Date l-2~g - ~ q-~ ~ ~n y~. a° 6g SIAPE~ 3h F1• (ZYP•\°b I New Elev, + s o. z Scale i ~ 20 a courRAGT01~ 7b P~wIDE w~c• JAcI<~rs AT,.~ - - New Contour., 5 p .~.a Drawn ~ A EAGN JOINT OF~'NE PIPE UN/JFJ3 OR/I~EWAY I~-~; s i. ~ 3Y •l PER F, D.O.T. /NOQC N0.280 ~ ;N ' ti~ ;q, New Live Oak Checked ~:F. ilr 0 A ~ ~ ~ ~ ~ . ' 100 RIW 5OD ' New-Viburnum:: .~v..y~: _ ~ SOD SVfJ ~ ~ ~ _ A New Interior Landscape L'V ,,,`;r, V f,>•, ~ ~ ~ C7X. 5iD6WA.LK Dt-rGH ~'S~DLn6R ~ ~ ~ L,Ne Revisions' . boD 46ED ~r MULCN 13oT, SoD R-•D.~V: Llue e>.o~E @ Fat L'T (S~RBEr.! 5oD SLED MULGI-I 13oT. 5oD 1 31 31 I I 2~ Mil 3~~~/FY. ~ ~ - ~ ~j' / `t- ~ LEVEL 3 New 9IOEw/~L.K I " MRTcH NEW pAvwr, I - ~,NUi~h 2 2-I1 94 ~ fit, A~~',; ` .1., ~x. t~annnE I ^ hIEW ('.~E M '70 r' 50.5.. i, NSW PAv1 "ew" r;> IN Top EL. So-ol 4 4! 11 in EL. 48.0 ~•t ^ 6 _ ex. pwwr~ qt g e c 4 q l IZEiMOJ~ 'E 4:1 EL.48-0 J IJEU) Su1/~LE T~ P>oT EL. 47,D EL.,48.0 ¢1 _ EL:48.0 FILL ? R6MOJL 6X. A6 H. aE CUV~ ' s. \ ii C° Nlnl. , a t~ ~'r I p k A- Fitt. To M41cN `(?x. 0.5 n - 0.5 / o irh r. T d.~, Pso7. EL, q7.o TJ! 4-1 11- 0,5 30 MIL IMPERVIOUS Y `w -K. =z- 1 ) R6MoV6 Xi r~fa~lL Pad 6 r~`` II wo MEMBRANE "'SECTION N,7S y, 6 - - / iFit L ;o cfzFaTS A co~tfi 1, c'~ 4l Sheet No. -5w.N.LE To M56j G-X: ~o(. eG SECTION - ,a. SECT 30 MIL IMPERVIOUS MEMBRANE a. SECTION - TI - su i.E neTA« tvU~Tr14 SX..win-rl Of '3 _.T f i,;;:;, , \ 2'_ 6.. GENERAL NOTES AND SPECIFICATIONS:. LANDSCAPE NOTES: ; 0 CAST IRON GRATE ' U,S. FOUNDRY # 6212 ' I. All landscape material shall be Florida grade Tor better, selected from the City - I. All elevations refer to N.G•V.D. of Clearwater approved species list. ; 2. Contractor must verif the location and elevation of II existin utilities clot TOP. EL,49,o • - Y a g b ~ 2: Required trees shall be a minimum of 8' high, I ll2" capper minimum at the start of construction. , slcN PosT time of plantirg. To promote. diversity, at least 2 .different species, in NOTES: NOTES: • „ _ ~ 1 • • - proportional numbers,. must be utilized. - . .The location of existrng utilities are approximate. Contractor shall conform to the ' i"DROP I• ACL LETTERS C ACL LETTERS ARE I" SERIES 'C" (E D.0.T.1 P invent of the Ian. An re tilted than yes or ad'ustmen[s shall be a roved h the FrnisiiEO caouNB P Y q 6 1 PP Y 3. Required hedges shall be a minimum of 24" high and planted @ 30" O.C. and ~ 3 " z. TOP PORTION 2. TOP PORTION OF SIGN SHALL HAVE A ~T~ REFCECTORIZED BLUE BACKGROUND WITH ~ 4/,P"'1 En ineer. ~ ' REFCECTORIZE g o3 be maintained at a minimum of 36" in height. Q ` WHITE REFLE( , i F ~ WHITE REFLECTORIZED LEGEND. AND BORDER. ` , 4. All constructlDn and material shall confo t rid' t Ir ~i' \ ' 3: BOTTOM PORT rm D the mmrmum sta arils and 1 3: BOTTOM PORTION OF SIGN SHALL NAVE A ' a 5 ik' ? (6 REFLECTORIZED WHITE BACKGROUND. WITH - ~I I~ ,i ti, ~ r 4. Irrigation systems shall utilize low volume design to provide direct application I I~ fjOT. OF SLOT REFLECTORIZE specifieatlons of The Ctty of Clearwater subdivision andlorzoning regulations. h~~ I I - ' 47•go s> BLACK oPAeUI and low eva oration Water su I shall be i ed to each individual planter t t , ~_J EL.' i P PP Y P P GREASE SKIMMER I „ a. SIGN P B BLACK OPAQUE LEGEND AND BORDER• p `m_ ~ DEyI• ~ ` ed 00 o coven e. Water su I shall he rovlded vra cu water. I/4 THICK ALUM. ~ 1 ""~''I ~ ~ t v ca /INV. EL.$(,,~ 5 & ~ tjICAT 5. .All roof drains to be controlled and duetted to the retention basiD• Island, with 1 % g PP Y P Y / q A LE ; i 1 ~~(15"RCP) N ~ooo Psrconc. To BE u TYP 51GN F/jBijICATION FROM 0.063 STEEL, POST PARKING BY ,I `4 W ST IN SS , IN CONCRETE STEEL ANCHORS. ; ~ ~ „ AT 8=6°ABOVI INOCONCRETEP 2 X12NX3fi DEEEP• TOP OFE IGN ~I I~' . ~ ~ ~ ' DISABLED - D I G~~` • p AL 8'-6"ABOVE GRADE. - C • ~ ~ 0° 5, A Habitat Management and Landscape permit Application information watver ~ ; - - 6 6. F,xisting pavement shall be saw-cut where new pavement to he added or existing - „ 3 , PERMIT. _ • pavement to be eliminated. must be obtained from the Environmental Department before the building permit 6A can be Issued. ONLY - ~ ~ ~ H ~ ~ $ 7. Pavement in the property shall consist Df C' asphalt on 6" ]imerock compacted 6 UNDERDRAIN ' 12~~~R ti 6. All exotic species, i.e., Brazilian Pepper must be removed.. ; ~ INV. EL. to 98% of maximum density onsub-base compacted to 95 % of maximum density; , '4!0,25 I z" ~,--~.I ~ r Asphalt shall be F.D•O.T. type S-3; 7. Trees planted under overhead obstructions (i.e., power lines) must be chosen i ~.h~ from a s cries on the City of Clearwater approved species list that is compatible 8. Site clearinglstrippmg; The initial site preparation shall cansisi of clearing the P S~ ST TQ~ L vegetation with their root system and then stripping the surficial topsoil with the spatial/height restriction. N.T 5. HANDICAP SIGN . ~ ~ ~ ; ' N.T. S. 9. After stri in the site the ex used near-surface soil beneath the construction 8. All stormwater runoff must be directed to the retention system. PP g P area, 6" minimum; shall be compacted to densities equivalent 95% of modified • CONCRETE RP+MP DETAIL - N.T s. roctor, maximum dr densit (ASTM D 1557 • 9. Any area subJect to erosion (e:g. grass swales, retention area embankments) must P Y Y ) ' be stabilized by solid sod. 10. Pavement in R.O.W. shall. consist. of 2" asphalt type PC-l, an 8" !imerock tom acted to 98% of maximum densit as defermrned b AfI SHTO T-.180. 10. Construction equipment Is not allowed on sue until the Habitat Management and + + p Y y Landscape permit is in hand. ® TRL TR~C~ ~I~h. Subbase. 12 to L.B.R,4Q, 11. Pavement stripping shall be white paint. NTS. r H/C SIGN 11. .Required tree barricades and erosion control measures must remain intact y I 1i ~ CURBIWALK 12. Compaction of pipe backfill shall comply with AASHTO t-99 (100%), throughout .construction Encroachment" into of failure to maintain these d barricades will result m enforcement action.which. may include cuattons and/oc /4 21(~~X 2r, ANGLE RON FRAME , > p r i y ; ,4 - 13. Water pipe shall consist of polyvmytchloride pipe (PVC) as per AWWA C-900- permit revocation, CAST IRON GRAI E 2 I MEDIUM B U. S. FOUNDRY 621?. WITH 8 NELSON STUDS d P,. a o , ~ FINISH C( MEDIUM BROOM... e 75 .and ASTM D-2241, DR 18 br less and be pressure tested to ISO psi for 2 , FINISH CONC. WALK FINISH GRADE. I° hours. 12. The Contractor is to spray all existing pine trees prior to construction which arc I to be saved with an a roved insecticide for rotecnon a amst the- romment , ' ~ ~1-- -1T t ° PP P g P ~ ®ELOUJ EDGE OF- WALK ° 14. AI a V' v pine beetle, o _ TRANSVERSE CONTRACTION OR LONGITUDINAL ~7mt I g to al es to be resilient seat. - 2 #4 CONTIN. JOINT, SAWED 0R PRE- MOLDED. FILL WITH T . n „ b JOINT SEALANT. t ]5• Samtar .sewer i es shall consist of of vin 1 chlori e 13. No grade changes should occur within the canopy dripline of pine trees and ~l3 ~ 2 0 X 2.6 Y P P P Y Y d pipe (PVC} confolmute the canopy dripline of hardwood trees to be saved, The footprint of utlhues (Le: ~-COMPACTED .FILL OR I- SLOPE .SIDEWALK i/4~' PER FOOT UNDISTUR$ED SOIL LATERALLY. FOR DRAINAGE. " ' a to AS"pM D-3034 D-1784. The pipe shall he SDR-35. Joints shall be bell and -#4 (d 16 0•C. storni samiar ,Florida Power, water, etc:} as well as the limits of trenching or " U ~o N •BGNJ ~OIB~ 0 spigot as per ASTM D-3212, using factory insialled flexible elastomeric seals as Y ~ •:--0° MAS, BLOCK ` 2- PROVIDE I/4`~CONTROL JOINTS 5' s I per ASTM F-477. ~ fll_L WITH CONC. O.C. AND i/2~ EXPANSION JOINTS I 25~-0.C, j~ ~.1 14. All planting beds to receive 3" thickness i>f mulch. ~ • • _ . o ~ . . 12 5 I 16. Tfie retention basin shall be rciugh graded prior to construction, with al(storm ' ~ . f5 Mulch shall be 100% Cypress.' °30¢0 PSI CONC. ~ 4'~ NOTE: SEE SITE PLAN FOR LOCATION AND u y,., w,iter directed to iC. After completion of all work, remove debris aril siltation ~ ' ` from the bottom of the retention basin, and fine rode the fin, ~ a _ . ~ _ I EXACT NUMBER OF HANpICAP SPACES, m 4 r r g TI ~ and soil, 16. All re tilted erntits shall he a roved b theanstallin Contractor, - > ` ' ~ Col:iractor to maintain the side sloe re u' q P PP Y g ~ F LL WITHJOINT I p y fired and shown on the plan, and notify c, I ~ /2 d ~.~.r• m.- SEALANT Engineer for nn inspection prior to sodding. e fertilized at the time of lantinr with A rifonn 20- l7. All trees and shrubs shall b ~.r. s. 15-5 planting tablets. Tablets shall be placed around the root mass at a depth that is between [he middle and the bottom of the root mass, ~ ' C N.T.S. , r . , Application Rate: I~,, LEY DES' I 1/2 EXPANSION JOINT is N.T.S. .CONSTRUCTION AND RIGHT-OF-WAY NOTES:. 1 gallon can 1-21 Gram Tablet 3 gallon can 2-21 Gram Tablet om action for i e backfill shall comply with ASSHTO T-99 (100%} 5 gallon can 3-21 Gram Tablet 1. C P P P 7 gallon can 4-21 Gram Tablet ~ 'Z a ~ r ~~~AN~~~~~ ~~r.. l 2. Existing Shell Driveways that are open cut shall be repaired with 8" F.D.O•T. Trees 5-21 Gram Tablet casT IRON GRATE - ...MEDIUM BROOrvi u. S. FOUNDRY 7623 ' FINISH 6 XS~,(„=iO °~l,'~,,r, ;=~~~~OiJT11l'. COVER TO BE MARKED. US.FOUNDRY#618512EA,48"TOTAL LENGHT) Shell. W/US.FOUNDRY#7100 ANGLE IRON FRAME& P 0 J ';r' FINISH GRADE "SEWER CLEANOUT" ' 18. Fertlh7,e grOUnd COVe[ and SOd With granular ferlillZCC Wllhtn $ days after planting EXP JT NELSON STUDS. i . ~ 1 ~ PVIVIT :i , . a ~ .with F.D.0.1'. Index '100. with 6-6-6. ~ 3. All ro osed work must comply --__"_7 PP , ~'o . 1 y. with the state of Florida utilities 19. Fertilize seed town toss with 6-6-6 afterfirsf cuttin : 4. All right-of-way installations shall comply g g g ' COMPACTED F;LL OR / I ~ } ' ; UNDISTURBED SOIL-/ _ Y #a coNTIN accommodations guide. ~ ~ m; 20. The landsca e contractor shall be res onsible for toss both seed grown and sod a"MAS BLK., #4~a 16'o c ' P P g FILL ALL CELLS vela merit in 7. An bare round areas in the seed WIT coNC.,oR ~ ~ SoD 61. 611 IRON BODY FERRULE I WITH BRASS SCREW PLUG- 5. All proposed work shall comply with the .City of Clearwater, land de p for a period of sixty days after plant b y g N ` to s dried area shall be APP D. PRE-casT 6, e ordinances and minimum testing frequency requirements, grown grass shall be reseeded: Dead areas of grass In tf o JONES PLUMB: CD. T466CSK , ~t.i replaced.. ~ 8 Mtri. , t ' ns and barricades to be according to F.D.O.T: manual of safe practices; - t4 6, SIg ' ^ k 0 thru 650 and 17349 er roadway and traffic- 21. All trCCS and shrubs shall he ~uaranteeif fpr a period of 1 year from the date of # 4 ~d iz" o.c reference F.b.O.T. indexes 60 P 6 e Ilion of P.C. indexes 100 thru 116. A "Maintenance of ro"ecrae.:e lance b the owner. Plants that die during the guarantee period shall design standards latest d P J P Y CUR/ A~.~ ~~s_~~ " hall be submitted to and a proved by the City of Clearwater Traffic he re laced with like kind and size at no'cosf to the owner. p traffic plans P P ~ ~ THE CH aN DE 11~ Engineering prior to the cotnmencement of construction whenever one Dr more ~ . _ NT S. I NS.S• , ~ ~ of the following conditions are met. 22. 1 riot to sodding or seeding, treat soil with Round Up plant killer at rate of 2 oz. ~ per gallon. 8"MIN. CONC.. 4. a. Street is closed to thru traffic for periods exceeding 15 minutes. i ENCASEMENT-~-~ 6"PVC • 9°° 23. Seed shall he spread at rate of 8011 per acre.. b. t~~Ie h sical 14ne sir arts two-way traffic movement: P Y PP ' 24: Planting beds, planters shall have topsoil 12" deep. ASPH. ' SAW-CUT EX. EDGE . CLEANOUT 6°PVC ~ I 6"PVC OF PVMT AND BASE WYE--\ I/12 BEND _ ~ ° ER FOOT SLOPE EXC. AS NOTED desiened to handle movement in one .~-~-t/a P E; a TTC,~r'~c lane(s) normally EX. SURFACE NEW SURFACE 0 OSIn°. „'0,<.0:•'0.0' (~°oQ?; 0!~: ~~0a i~ -T di'ecnon are being rechannelled to accom;nodate an pp 25. Grass types: 2 o-0 00.. tl•o;.'o.o'o~. 0;9.• •.•x,00 00. 9ooll,OpQOQeO~~( o c i Bahia Seed -_.__.'_.________.-?•j 6 CONC. CURB .Oo.g 0 p,.. , ~~o.poo- o., .o0;oet~po.: ,.o• oo, P m ° a 1211 ..e... . o _ ' Oo,o° o;oo oe°o Oo40 ;p° a movement. a. 9S% weed ,tee Ar ent tie _ D;, o d . a< 00 0 °o. o0 o Q; ° o g °o(~ , a Ob., • oo , 0'. De0.tJ,~o~;e; a~ o o Oe ~ 0 b s. 4° a • 98% St. Au ustine Florar;m" sod. ,.cp a°p•,00 .a7pro9p n dd',Q,. °,o° •.o °o~:. ° 4 ~ n ° ° ~p0o0°gA0°:0° °I°OOoQ.~~oO TYPICAL • , ' t d to 100% of maximum • within the ri ht-of-wav shall be compac e I" LIMEROCK e 0 4 ~ .Oo°00 • Ro,cP, 'Qo°CA .,o • PVC WYE ~ 7. "Disturbed area g - 26. Trees 4" DBIi and smaller, debris and rubbish arenot shown an the Tans. ~ BASE E) density, re-store to original conditions and sod.. P COMPACTED SUB-BASE EX. BASE ~ o PLUG MEW BASE 6"X4"REDUCER- ' - (IF REQUIRED) However, the cont. actor to ,e,ocate trees at owners direction and remove debris ~ EDGE OF PAVEMENT and rubbish from the site. s~oEVrEw _ • 27. All existing trees shall be inspected by Ure landscape contractor to determine the n ....E T ITI®N DETAIL SANITARY SEWER CLEANOUT extent of trimming and pruning regaired to "Shape Up" trees. Remove dead A K I I P R NG ~ DRIVEl~AY SECTION G D TAIL - IN END • . GURD branches and frons, and prune branches hanging or growing below 8 RRIGATION NOTES: N.T. s N.T.S. I 28 Remi>ve all trimmings from the sue. N.T.S.• ` NT5 The irrigation contractor shall provide an underground irrigation systemto cover 100% of all on site planting area. This system shall contain but not limited to the fOllOWing: FILTER FABRIC IN • POST,OPTIONS: ~ ~OPTION AI POST • 2•X 4~bR 2%y~DI0..W00D, ~ POSITION ' ~ CONFORMANCE WITH ( 6'MA SEC, 985Fa0,TSPECS, '1.33 LBS/FT. MIN.. STEEL 20° ' 6'MA% , - 1. Underground piping, PVC schedule 40 or better oR EOUat,.~ MEDIUM 2. Seven (7} day programmable time clock to activate zones. " 9ROOM FINISH ~ ~i PRINCIPLE POST a PDSITION, CANTED ' 3. Sprinkler heads compatible with the type of planting, •:::>:•;:<:<<sst:>:•::•>.;;: u 20°:TOWARD FLOW 2 k . " w WHEELSTOP ASPHALT OR CONCRETE(TYP) 4. Electric valves. ~ ~ . 6•. .p GRASS T' m ` ITER FA ERIC fT ~ w' 4 c er tie. ,P .m ael OF a 5. G PP - g I ^C 0 ~ ~ 1 ~ ' , - GR OUND o i i~ n SI LT F LOW V V ~ e al e boxes lass or fastic zoo 6. Fiber g P . X I ~ ? . WWF 6 6 z' _ I9 M --~'1 ~ F , ILL i ed i e hall be install wa • the s s b w rete lks ' is under drt e a and coot Where. i m PP g Y PP y' . PE PI A I URB HA ITN . C S LL BE SEALED W L MBERT i~ii:t;:; ii _A t .GRO uNo m .N - - - ------r-- PAVEMENTS i m schedule 40 sleeves 18 below rode. - ~ ~ -fig < • g ~ • ~ t I a , i GARDSEAL CURE AND HARDENER OR EQUAL. ' ~ \ . SADDLE ~ ~ I , 2. BOND CURB TO PAVEMENT WITH EMULIFIED pp q y q ( ASPHALTIC TECH RS-2(MARIANf ASPHAT Materials sir lied shall be e ual to those manufactured b Rain Bird or e ual. TMIN, m 'o I CO. OR EQUAL) AND DEFORMED GTEEL ROD. 300o Psf I #5 CONTiN, - SIDEWALK The Contractor shall. submiC a system laq-~~ut along with catalog sheets of all 6, conic I ~ a. cuaes SHALL NAVE I' DEEP CONTROL #4 BAR ~ ~ u JOINTS EVERY 10 F:ET. component m the system to the owner for approval prior to installation. z' SILT The entire s stem silo!! be uaranteed b the contractor for 1 ear from the date IB LONG # 5 Y g Y AT 6'O.C.---''~ S!_LT~SCREN _~ETAIL ' ~ - NT.S of acceptance by the owner. 14 , rh_ _ / w - - ~a ,a NTS T DED CO G z* Comm. No. 93ra3 NN P 6~XfiX#10 1i"""°--*•-~ GR ~ Dote ~~~9~'~ r W.W.M. , JJ . ` ~6'THIDK,3DDD PSI .....•:••.:;;•-n;•;:r}:c ........:............•...:::.............r.... CURB SCOIB II SECTION A - A ~ 19' I ' FILTER b9EDIUM SPECIFICATIONS: 3: C 0 , , , r ^'1 Drawn 8y ~.~5. ~f Nrs 1. The filter sand shall be Tamco 20!30 Radcliff fine 6-8. or equal, approved by the SOD ~ t B" E ' •k VEHICLE OVERHANG 5~opti - 71~z Checked F. Engineer, and meet current SWFWMD and D.GR. rules. 'The filter sand must e, r, i'"" a 0 iV,IL. lfWPERVIOUS t)P Pro . ~D ~ " AN-OUT St• 6 PVC CLE be washed (less than one percent silt; clay, and organic matter) and have an B OT. E L Q`(, 0 ~ ~ / • , . , M'= M B r'd A id ~ ~ 1aE effective rain size of 0.20 to 0.55 millimeters in diameter; an uniformit ~ ~ .r " 5 5~ W,,..,~t..l....: s s" : PAVEMENT GROU TOP. OF HOLE ? 34 I . „ guy' coefficient of 1.5 or neater and a ermeabilit rate of 0.125 CM/SEC. or ~ ~ s"TNICK,3ooo Psl g P Y ' Q greater If the permeability rate of the filter sand is lessthan C.125 CM/SEC. a ~ ~,2 5~~° '~N Revisions ' ti'``,e.,~ ~ P replacement of the filter system will be required at the Contractor's expense.: The ~ 9 e~" ) 6" Ve Two. #a BARS'. P \ EACN WAY ° Contractor shall have the sand tested and approved by the Engineer prior to ~ / ear, vF Berevrroro eASrn+ ~ ~~~G1 ~ 6"x6"X#lo WwM N 6` LONG PRE-CAST CONC. ~ 2 • I l - 9 d,- ' ~ T ,.,,J' 6 installation. It is recommended that the Contractor have the filter sand tested and ~ ~ i u. s w R ~ r ~ ~ PA ;~co PA ` WHEELSTOP W/ HOLES TC M CTED ' o: ::.~::::::II::.:•~•:::::::::.; CC A approved prior to purchase andlor delivery to the job site. 6" ~ ~ PERF r'IPE W SOCK, . A EPT # 5 REB R FOR A - 33 ° GROUND ~ \~..1__._.^~ ` 6 .6,3..8. ti o:2s^o•0 • o. oo ° o^ o=o SNUG F1TI B~~FROM EACH r ~ IINV EL 4fn.Z5 „ ~ ' 6" 3 ..3 '.•.0:0.'I Opp SRO Q O, END. ~ fi'THICK~3000PSI ~ 6.QQe0~ 0' ~opo• 0 ,It¢6111i1ill!•tl .e 2, The perforated pipe shall consist of polyvinyl chloride (PVC) conforminx to ~ ~ _ ~ „ro,,,,o.~~,; ~J ASTM 0 3033, have minimum of sixteen (16) 3/8 inch diameter perforations per PLPE} A.S.T. M. 63033 LONG SWEEP ELL oc:.wsw«»r,4,/. :ao v .~„1. o A o". u•• o• ~ , {l P' ~ \..L linear foot of pipe and be on the bottom 135% of the pipe. i (s Pvcl E f ~ r BOT. OF RET NTION I) `!c4 , „ I (41 BASIN 2- #5 REBARS DRIVEN THROUGH ~ N ..v. r 3. The Contractor shall not backfill the drain pipe until the Engineer has verified and 4, INV. EL. q.& .2' approved the drainpipe grades. Z_ A WHEELSTOP TO COMPACTED SUB-BASE, _ SECTION A Z N i S: 17 ` ~I e6 Sheet NO. 4. SWFWMD requires as-built certification by the Engineer for this filter system. p~ Test reports from an approved laboratory on graduation and permeability shall be U RAIN DETAIL 6d®ER AI 9tl CLEAN T DETAIL L~ F included in the as-built submittal. - 0 N.T. S. N.T. S. N.T.S N.TS El of J r I. 4 ' , ' „ - ~ w~ CENTER OF SECTION - 21-29-15 ~ - . I f' ;1/Y F1R ,r ; ~ ,~g q, c I t 1 ` - ~ ~Fti ~ _ c ~»e'n~~~~---:~ L>?GAz DF, CR?1?"3i fl` 1 , ~ - , t , ~-ate - - , L ;f 1. ~ ~ ~ , , i r T ~ ,r~`~ ~;~3. ~.a,_--,.~.,:,~ T1,:: S 1/4 of tl!e i~{'A' 1(^ of Sectic~ 23, Te4r:>`:hip 29 S, Range 1S E, Less the i ~1w. a ' l ~Vest33.Ca'for Lake Avenue'and Less the South SO.Ga3' f r ti y .1 s F , 0 2 5 5 0 1 G 0 2 0 0' less icc East 3U.(x3' fa; Durc,zn A'~enue. Containing 362.823.4 s Hare feet or II , ~ ! ' • ~ , 8.33 acres Trore cr feis. Cleanvatur, Florida±a - _I ~ ~ ~ t I SCALE 1 ~ SO I „5 ~ I ' ~s I r$ ~ ~ r ,n ,,0/ * ~ ~ ,t, h6 2 _ I I . ~ OAK 3RD: ~,DD Y1ON REMISED ~ ~ ~ ! 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