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37 CAUSEWAY BLVDLLIn nd Development & Neighborhood Services C. o earw� 100 S. Myrtle Avenue, Suite 210 APR 2' 1 2011 Clearwater, FL 33756 ' hone: (727) 562 -4567 Fax: (727) 562 -4576 i ELOPM_NT SERVICES DEPT www.myclearwater.com APPLICATIO''„' "'' & GRUBBING PERMIT A non - refundable filing fee of $10.00 is required. DATE Permit is applicable for 6 months from date of approval. RECEIPT NO. In accordance with the Community Development Code, I hereby apply for permit to land clear and /or grub the property described below: 3 y� 1. Location of Property: 3-4 Cft5-WA' l ✓t—Vi7 . 2. Project Name: (RA65)3 1::IUL' 5 Oi%S1PUR A 9_WW1aLNtq_ 3. Purpose of clearing and /or grubbing: ❑ New Construction ❑ Demolition ❑Tank Removal Other 4. General description of existing vegetation, topography, and surface water (including all existing and /or P 9 9 �� 9 9 ,.� proposed ditches, canals, and swales) RX��!i P�i'L.it4( _ 'E:QEWALVZ T� OEMMA� UIt i P 5. Proposed method of debris disposal j7umNl 6. Tentative date to begin work 2. 4AY . I I NOW 7. Proposed method of soil erosion control _lift ' T" 1R1?�Q.E 8. )<No-Tree Verification Required ❑ Tree Removal Permit Required I AM AWARE AND UNDERSTAND THE REQUIREMENT OF SECTION 52.08, CITY CODE OF ORDINANCES DGr_ADr11K1r_ TDCG DDrYM('T1nK1 DtIDInI(_ f'nK1QTD1IIt'Tinki AK1r) ADT1r1 E'A nl \ /IClr)Kl 7 (1F THE (`.r)RAKAI lKlITV DEVELO ODE REGARDING EROSION AND SILTATION CONTROL. t d-2 I Co yg7' �-T :. Su rr�. 17 signature of Owner or wn s Representative Address - W cfi�J V �uxez <�1L1e. -_ r 33 5 0 Printed Name Ci State Zip Code +rns's. Representative' F' C 22 '' 2021 (32t L * f / R�y n 7 5_ Telephone ax Applicant must include Aerial Photograph hoor Scaled Site Plan showing property boundaries and limits of work. This is NOT a Tree Removal Permit. DO NOT WRITE BELOW THIS LINE Based on the above comments and information submitted, the above clearing & grubbing application is: ❑ Approved As S bmitted AApproved - Modified As Noted Above ❑ Denied Signe Date: '0 I Aah City Manag r or Designee siclewa Ik 2 -Junct aOBox's. 0 Trans-Former 3� t 1211 ,1 Junct Stm Gra SIB I RcI= ►��e ,� �,t _ _, EXIFING LAND5CAPED NOTES: I. GONTRACTPR SHALL INSTALL EROSION 5ARR,IER5 CRAY BALES) ADJACENT TO ALL EXCAVATION AND STOCKPILE AREAS. I •- - -- - - -- 't - -- -- --• 'tom-- - - -- -• •t II II --- -- —' —ii II----- ----ii II—'-------il iG. I1 if i I 1 1 11 Id ' d1 11 _ 11 11 it 1 I — II li i1 li iI li `p \ ^J,�f ip r NEW STORAGE STRUCTURE, n ',1 11 It 11 it 11 SEE SHEET A -I.I pl 11 ,t 11 pl Ii Ii IF 11 11 I1 11 12 " Ra w W/L II it 11 11 II 11 0;1 1i :1 4411 :1 `tit li. Clem I ( �LK OF P40M OVEla. CG AM .t M6 _ =� 000 X00000000000° STING REFAURANT ., 3 C+Iff.408 :W TOILET REMODELING !IS AREA, SEE SHEET ° 4.1, TYPICAL / r'uucai eox' ov Rh„1� — — — — — — — — — t - 24'-0' +t - sidewa Ik 1" Isa' -Ofe N T 25• 0 5 10 24" DIAMETER GAS TIGHT CAST CONCRETE 24" DIAMETER CONCRETE 24" DIAMETER CONCRETE O 0 0 N WASTE... C.0 L U V U TWO -WAY FRAME TRAFFIC RATED Q) W IRON MANHOLE AND MANHOLE TWO -WAY U 0 MANHOLE TUIO -WAY GLEAN -OUT cn co . -..... SECTIONS GLEAN -UT FINISHED CsR16DE TRAFFIC RATED SECTIONS CLEAN -OUT FNIS14ED GRADE TRAFFIC RATED SECTIONS CLEAN -OUT tWR/12) .' c� .. ....... .........:. .....:... .. .. . 0 25 ...... _ U O .. WATER LEVEL .,• • "' —�, NOTE: r 24" WATER LEVEL • WATER LEVEL SEEP PLAN FOR ORIENTATION OF - ° ,� n 125 CAST IN PLACE ` . 14" CAST N PLACE 24 INTERCEPTORS AND LOCATIONS r OR CORED RUBBER BOOT 1250 OR CORED RUBBER BOOT •~ 1250 FOR ATOP OF FIF EL IRON MANHOLE AND WASTE... PRE -CAST GAS TIGHT CAST PRE -CAST HT CAST PRE-CAST TWO -WAY FRAME TRAFFIC RATED OPEN . MANHOLE TWO -WAY IRON MANHOLE AND MANHOLE TWO -WAY a�* MANHOLE TUIO -WAY GLEAN -OUT INISHED GRADE . -..... SECTIONS GLEAN -UT FINISHED CsR16DE TRAFFIC RATED SECTIONS CLEAN -OUT FNIS14ED GRADE TRAFFIC RATED SECTIONS CLEAN -OUT tWR/12) .' ..... ........... . .. ....... .........:. .....:... .. .. . GALLONB 25 ...... 1.16.. 0.'15.......5,002. GAL .....:..... 0.'15 ....:.. . .. 2" VENT DEPTH AS DEPTH AS DEPTH AS • Z" VENr SAMPLING WELL PRECAST, BY REQUIRED MN Z„ T VEN ; .. PRECAST REQUIRED Z PENT " PRECAST REGZARED 42 X MI TORUM U LAkY,ER PRECAST CONCRETE 2" VENt 6" HOLE OR SLOT CONCRETE Gi�ASE - 6" HOLE OR SLOT CONCRETE GREASE - 6" HOLE UR SLOT - S IS f REQUIRED BY LOCAL CODE). GREASE 6" TEE' •. INTERCEPTOR INTERCEPTOR 1211 ._ .. -. •. 6„ 7EE , 1, .311 S JIl 3" 45° 3° a • .. . iq . ' ... , . e' • ° SAND CUSHION SAND CUSHION INLET SAND CUSHIOhI BELOW GREASE BELOW GREASE AIR SPACE BELOW GREASE MI INTERCEPTOR INTERCEPTOR • INTERCEPTOR 4" AIR SPACE 5" MN t '. 4 a 45 °•. 3 " 3n 5" 6n _. OUTLET .. WATER LEVEL .,• • "' —�, NOTE: r 24" WATER LEVEL • WATER LEVEL SEEP PLAN FOR ORIENTATION OF - ° ,� n 125 CAST IN PLACE ` . 14" CAST N PLACE 24 INTERCEPTORS AND LOCATIONS r OR CORED RUBBER BOOT 1250 OR CORED RUBBER BOOT •~ 1250 FOR ATOP OF FIF EL GRE,A5E INTERCEPTOR 51ZING CALCULATION OF INLETS t OUTLETS. WASTE... HOURS LOADING. EFFECTtVE.CAPACITY OF UALLONS REGUIRED.GALLON. CAPACITY. . PER SEAT . OPEN . FACTOR . GREASE INTERCEPTORS... FOR NON - PRIVATE ... . . CAPACITY OF GREASE .. . .............. GALLONS . -..... IN. GALLONS SEWAGE. DISPOSAL .. . .. INTERCEPTORS . . .(SEATS) . (GAL /SEAT) . tWR/12) .' ..... ........... . .. ....... .........:. .....:... .. .. . GALLONB 25 ...... 1.16.. 0.'15.......5,002. GAL .....:..... 0.'15 ....:.. . .. . . . .3,'152 GAL ..... . SAMPLING WELL PRECAST, BY MN ; .. PRECAST Mf PRECAST 42 X MI TORUM U LAkY,ER PRECAST CONCRETE 6" HOLE OR SLOT CONCRETE Gi�ASE - 6" HOLE OR SLOT CONCRETE GREASE - 6" HOLE UR SLOT - S IS f REQUIRED BY LOCAL CODE). GREASE INTERCEPTOR •. INTERCEPTOR INTERCEPTOR 1211 an S a e' • ° SAND CUSHION SAND CUSHION SAND CUSHIOhI BELOW GREASE BELOW GREASE BELOW GREASE INTERCEPTOR INTERCEPTOR INTERCEPTOR GRE,A5E INTERCEPTOR 51ZING CALCULATION SEATING ....G WASTE... HOURS LOADING. EFFECTtVE.CAPACITY OF REDUCED. GALLON. VALUES ..TOTAL REGUIRED.GALLON. CAPACITY. . PER SEAT . OPEN . FACTOR . GREASE INTERCEPTORS... FOR NON - PRIVATE ... . . CAPACITY OF GREASE .. . .............. . -..... IN. GALLONS SEWAGE. DISPOSAL .. . .. INTERCEPTORS . . .(SEATS) . (GAL /SEAT) . tWR/12) . (LF). ..... ........... . .. ....... .........:. .....:... .. .. . 230... 25 ...... 1.16.. 0.'15.......5,002. GAL .....:..... 0.'15 ....:.. . .. . . . .3,'152 GAL ..... . NOTES: I. PROVIDE 2- 2000 GAL IN SERIES GREASE INTERCEPTORS AS INDICATED ON SITE PLAN 2. DESICpN STRENGTH SHALL BE IN ACCORDANCE TO H -20 BRIDGE LOADI'►►vcs w/ 5000" PSI CONCRE,T�EE, 044,pGRADE 60 R.EBAR RECaIJI E ENTS L0 _A B IGIALS PRf R ODINS LATIUON LL OR EG�1J�i4LE AS APPROVED BBTHELEDNGCs(NE R ,4�MIITTET'M 1�NER452) V1 �• �•• °' rte, co W z I H TT w ■ V1 � o V � I V1 � V1 � ■ cli . E--q r- co a a wC a F+�1 w a H C/] ■ C,, 0 c� ■E■ jr-ol I [Ell M M M { 1 Nom, S tQrewa�k Speaker 9 2- Junct BO Q xs. Ulster Vault a 0 Transformer Ne w gad wa Ik Speaker Speaker � using --..., using Pra ed o f S eaker 9 Q 9 asphalt p 2_ �./ Juno o FTac Li Ing cr. 04 Q N Baxs._ _ a 12 2 Junct z 3 1 vi - Wedge Boxs• 1211 N ormer 1_ CCarsT � U Transformer e e so�xss � c , Ned9 Q k rmer C L 8 r �� p Tranefo 2E w 12' Junct g- c°n Box o cn O Stm Gra EI 0 �- t af EXISTING 8" SAN, LINE TO REMAIN o 1 RCP N �° a° EX STING LANDSCAPED - U1 3.�'f e� rjj ,y g p ,- EXISTING PAVEMENT 4 PARKING TO REMAIN 1" Junct 2 Box !=w Le 61211 1£ ISG/0.1(J ® t:qDGE 0XIS7 _CANOPY TO REMAIN— EXISTING CONC. 3LA59 TO REMAIN T.c r- CUM$TOIeU TTP � 154ADCW 5W I I'o°'°eI o'rzEAeE rrc - - -- -- 'l� -- - -- - - -- ! ❑niu UIiRn 1 �/ i; ;1 '✓ 11 11 '1 . - - - LO Fa6M OV�II� �1� ii 11 11 11 11 11 ti fad+ I NEW STORAGE STRUCTURE, SEE SHEET A -1.1 11 11 11 _ I li it i i1 i it 1 //� �/I�1 1j j1 1; Ii 'I 1 2 I' 1 a w W /L. - - - - 8 "palm ;I ❑ ❑ I; , ;I �/ I; CHAIR II li - i; rli it Ali it 1 1 t "so I I LM Or IMF OVER." ABV. 1L= _ ------ --'� LL- -- - - - - -'i L--------- 't bt ICE MAQ�R#E DC O DE F8'70'v£D A� d TD PEUIN R.;=S � AHPANIT SEE SHE A -1.1 FOR EX1 TING PLAN OF rPIS AREA 44 10 "pe lm 1 NEW TOILET REMODELING THIS AREA, SEE SHEET A -I,1, TYPICAL r � I -! - - - -_- ov.It,en� J L L _ - - — — — z< o° L TA,rTALWARNif %-f sidewalk sldewa Ik NEW PAVER RAMPS D �AOE, TYPI "LM, SEE SHEET A-U OF EXISTM PAVERS TO FEMAQJ 51TE PLAN 1 10' -0" N TI-I 25' NOT 5F 0 5 10 1. GONTRAGTPR SHALL INSTALL EROSION BARRI (WAY BALES) B _ ADJACENT TO ALL EXCAVATION AND STOCKPILE AREAS. z4 DIAMETER GAS TIGHT CAST CONCRETE 24" DIAMETER CONCRETE 24" DIAMETER CONCRETE IRON MANHOLE AND PRE -CAST GAS TIGHT CAST PRE -CAST GAS TIGHT CAST PRE -CAST TWO -WAY FRAME TRAFFIC RATED MANHOLE TWO -WAY IRON MANHOLE AND MANHOLE CLEAN-OUT-----, SECTIONS FRAME TRAFFIC RATED SECTIONS TWO-WAY IRON MANHOLE AND MANHOLE GLEAN -OUT CLEAN -OUT FRAME TRAFFIC RATED SECTIONS TWO -WAY WISHED GRADE FINISHED GRADE FINISHED GRADE GLEAN -OU7 2" VENT DEPTH AS DEPTH AS EPTH A,� " ' REQUIRED 1" VENT D 2 VENT — REQUIRED REQUIRED 2" VENT 1 TEE 6" TEE • - : 411 - �11 45° 3 •.' . . q . . . Al •., •' Y E INLET 5" 4° 45° M " _ " AIR SPADE M i. " r `: ,¢" 3" 45` 5" " `. OUTLET WATER LEVEL ., AIR SPADE IN �. b NOTE: 14" WATER LEVEL WATER L'r.VEL SEEP PLAN FOR ORIENTATION OF 1250 `• CAST IN PLACE ` : 14" CAST IN PLACE 24" INTERCEPTORS AND LOCATIONS • , NOTCH TOP OF PIPE OF INLETS t OUTLETS. GALLONS OR GORED RUBBER BOOT 1250 OR GORED RUBBER BOOT I25�i -'. FOR SAMPLING LADEL GALLONS = CxALLONB 42" SAMPLING WELL PRECAST, BY PRECAST MIN. PRECAST 42" f ' PRECAST 42" INTERCEPTOR MANUFACTURER CONCRETE MIN 6" H MIN 6" 18 X 18 MINIMUM (OR LARGER IF 6 CONCRETE " HOLE OR SLOT GREASE HOLE OR SL01 HOLE OR SLOT REQUIRED BY LOCAL CODE). GREASE INTERCEPTOR INTERCEPTOR INTERCEPTOR , ` 12" 811 ti .. 12" 8" •: • 12" 8" SAND CUSHION SAND CUSHION SAND CUSHION BELOW GREASE BELOW GREASE BELOW GREASE INTERCEPTOR INTERCEPTOR INTERCEPTOR D rR LE n j Q GREA5E INTERCEPTOR SIZING CALCULATION SEATING .. .G WASTE... HOURS LOADING EFFECTIVE.CAPAGITY OF. . REDUCED. GALLON. VALUES. .TO.TAL RECAPR,ED.GALLON. CAPACITY. PER SEAT.. OPEN. FACTOR - GREASE .INTERCEPTORS... FOR NON - PRIVATE ........ CAPACITY OF GREASE ... . .(SEATS) .. . ............. (GAL /SEAT) . (HR/12) ......... . (LF).. IN GALLONS ........ .. ........ . ..................: SEWAGE. DISPOSAL ......INTERCEPTORS ....... ....... .. . 0 ■ ■ MIN M4 w w a E- C/2 230... 25...:.. 1.16.: 0 .i5..... :.5,002.GAL : :.......... 015 ...........:..3,'152. GAL.. . NOTES: I, PROVIDE 2- 2000 GAL IN SERIES GREASE INTERCEPTORS AS INDICATED BONN SSITE PLZ APR LOSING tU! 5000P°vl COPIGRETE.R�A E bmBARBRIDGE fiC R 2 1 2Q11 3. CONTRACTOR SHALL OBTAIN VAL AND COMPLY W! ALL REQUIREMENTS OF LOCAL OFFIGI S PRIOR TO INSTALLATION 4. INTE EPTORS SHALL BE BY OLDCASTLE PRECAST (800- 408 -1452) P Mi E N T OR EQUJ AS APPROVED BY THE ENGINEER ARCHITECT, t OU.NER }} B Q R F i Q d® SERVIGES CITY OF CLEARWATER e ® O O� C7 M E-NNNq L ,a• - rr 11 V1 V 0 C rn V 1 � � {CIO v � H ` `- ILD d a r 1 rT, V 0 ■ ■ MIN M4 w w a E- C/2 CQ0 U MEN FE-11 Fill ❑ Fill >- m Q Lu C112 o o . .2 w Z I'- L L VA 13 M 11-1111-:11 3 o 1 MAR `11 000aFill f� Q) j j M 0 Q j/ W Q � c W r