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1900 GRAND AVE�,isEAlam�T� o 99�ATER.�� APPLICATION FOR LAND CLEARING & GRUBBING PERMIT CITY OF CLEARWATER PLANNING DEPARTMENT (727) 562 -4741 DATE Z, RECEIPT NO. -0- 110- A non - refundable filing fee of $10.00 is required. Permit applicable for 6 months from date of approval. In accordance with the Community Development Code, I hereby apply for permit to land clear and /or grub the property described below. 1. Location of 2, Project NarT 3. Purpose of clearing and /or grubbing: R New Construction ❑ Demolition ❑ Tank Removal ❑ Other 4. General description of existing vegetation, topography, and surface water (including all existing and /or proposed ditches, canals, and swales) s 5. Proposed method of debris disposal I% "I -c"le 6. Date you plan to begin work 7. Proposed method of soil erosi( 8. No -Tree Verification Required ❑ Tree Removal Permit Required I AM AWARE AND UNDERSTAND THE REQUIREMENTS OF ARTICLE 3, DIVISION 12 REGARDING TREE PROTECTION DURING CONSTRUCTION AND ARTICLE 3, DIVISION 7 OF THE COMMUNITY DEVELOPMENT CODE REGARDING EROSION AND SILTATION CONTROL. Signpfure o!.Pwner or Owners resentative Printed ame ZY1 15k 3 Address c:21W -. ..s � �7 State Zip % Representatives' Firm -may- 07 Telephone Cell Applicant must include Aerial Photograph or 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 Submitted VApproved - Modified As Noted Above ❑ Denied Signed: Date: 47 City Manager or esigne CLEARWATER Brian J. Aungst, Mayor Frank Hibbard, Vice -Mayor Hoyt Hamilton, Councilmember Bill Janson, Councilmember Carlen A. Petersen, Councilmember 1362-0002 -GC White Planning Department Yellow - Applicant 9-04 m 3 I. U) CITY OF CLEARWATER - PLANNING & DEVELOPMENT SERVICES `moo TREE REMOVAL PERMIT T NAME OF OWNER UVA t T71 r�L,� SITE ADDRESS ! Ot ©U Cg 0 ,AvE PHONE 20.-I . S-62. 4-7 5V OWNER'S ADDRESS too s • (ri4 (ZTLC pNE LOCATION OF TREE(S) ON LOT SPECIES AND NUMBER OF TREE(S) TO APPLICANT: A non - refundable fee of $15.00 for up to five trees to be removed, plus $3.00 for every tree above 5 to be removed is required, ASON FOR REMOVAL; Construction *See "A" below ❑ Hazardous ❑ Declining ❑ Dead ❑ Other (Specify) Fee R2c'd. S cg� _-Tu�g Date g i • A) CONSTRUCTION 1. For new construction, additions or other modifications of a property which involve the removal of a protected tree(s), a site plan is required. This site plan must have a minimum scale of 1 " =20' for single family lots, or 1 " =50' for all others. The site plan must include: a. Major Changes of Grade f. Proposed Number of Parking Spaces j. All Protected Trees Including: b. Structure Locations g. Proposed Underground Utilities Q.) Diameter of 4.5' above grade (DBH) c, Driveways and Walks h. Zoning Setbacks (ii.) Surveyed Location d. Parking Arrangement i. All easements and Rights -of -Way (iii.) Species e. Required Number of Parking Spaces qv.) Diseased or Insect Infested Trees k. Tree Barricade Detail & Locations 2. Protective barriers are required around all trees remaining on site during construction. These barricades must remain intact during construction. The barriers must meet City Specifications. B) REPLACEMENTS 1. Tree replacement minimum standards: 10' overall height, 2.5" caliper, Florida Grade #1. See inspectors note below to determine the number of replacement trees required. Replacements required within 30 days. I hereby certify that as property owner or as representative of the property owner, I have verified that the tree(s) sought to be removed is wholly on property owned by the above - Identified property owner, and should it be determined that the tree(s) are located wholly or partially on property owned by some other person, then, I agree to hold the City of Clearwater harmless in any claim made for wrongful removal of such tree(s). I hereby certify that this application together with any plans submitted is a true representation of all facts concerning the proposed removal of the tree(s). Any deviation from the peyfilt issu d shaJIx9nder it n II an C)Icland be considered a violation of the Community Development Code. 6A rt 11 I cam- . JYz- - Signature of owner or applicant 100111 Printed Name 0o PN iE (dress C C.�1Pr2- c,,3�T�YZ._ � 33 ?SS City State Zip DO NOT WRITE BELOW THIS LINE - Not Valid Until Required Replacement Trees: Applicable Code Section: C lk- ti-i (),F C_L Ell rtz-uJ • l-Enz Agency Representing OCL # 7,�;n - s a . 4-7 c-o -7a-7 -s1a - q -7 ss Phone /Cell Fax ned By City Manaaer or his Deslanated Aaent Based on the Inspector's comments and information submitted, the above removal application is: ❑ Approved as submitted Approved- Modified as Noted Above ❑ Denied r � _ Signed: Date: Community)Development Coordinator or Designee /Inspector Valid for six months from the date of issuance. 1362.0001 -GC White - Planning & Development Services Yellow - Applicant Rev. 2-03 Z O O 0 5 Cn D m I Case beThSp FL 01-08-26 — La for 8/16 DRC: Greenwood Avenue — City of Clearwater/Parks RIC L 4 IC3= eation h gY 3 f it fla I Co�lS i��TT�p Landscape Final PERMIT #• BCP2005 -04717 DATE REQUESTED: 12/15/2005 ACT ATLAS PAGE: 271A SITE ADDRESS: 1900 GRAND AVE PROJECT VALUE: $328,673.00 PROJECT NAME: CITY OF CLEARWATER GENERAL SER DESCRIPTION: 1 - 6,840 sq. ft. tal storage building for General Services NEW Storage Bui tion pond. No site paving. TREE REMOV IT RECEIVED. INSPECTION NOTES: '1 nlqp gillnNI. Scheduled by IVR December 14, 2005 @ 12: M.Contact: 434 -7475 Directions to Site: CONTRACTOR: M ® O RICHARD A KRUEGER CGCO22904 C F CLEARWATER R KRUEGER CONSTRUCT IO I- CGCO22904 1 OSCEOLA AVE 141 STEVENS AVE, STE 3 SAFETY HARBOR - RWATER, FL 33756 OLDSMAR, FL 34677 hone 813.814.0778 INSPECTOR: COMMENTS: RESULT: W. R/W Line Hercules Ave. HERCULES AVENUE ki K', , [SURVEYED BY BY DRAWN BY EMEWED Y PROJECT ENGINMR CATS 21 APPROVED BY LU CITY ENG3NEER MICHAEL D. QUILLEN. P.E. f 33721 Q ATE AIRPORT 1000 N. HERCULES r CLEARWATER, FL. X111 f ' " I .4 m a TYPICAL NOT O SCALE IRAN , avylarAl I U 6110311140k" I i w�Yi Nt •IJi :: CA 4 1, 066 SF.=8.29 AC. 1 c� g PAVED AREA 105,060 SF. 29.1% OPEN/LANDSCAPE AREA 146,769 o STORMWATER RETENTION 28,751 SF. 8.0% IMPERMEABLE W. R/W Line Hercules Ave. HERCULES AVENUE ki K', , [SURVEYED BY BY DRAWN BY EMEWED Y PROJECT ENGINMR CATS 21 APPROVED BY LU CITY ENG3NEER MICHAEL D. QUILLEN. P.E. f 33721 Q ATE AIRPORT 1000 N. HERCULES r CLEARWATER, FL. X111 f ' " I .4 m a TYPICAL NOT O SCALE IRAN , avylarAl I U 6110311140k" I �`'� :'� i w�Yi Nt •IJi :: LAND AREA 1, 066 SF.=8.29 AC. 1 GROSS BUILDING g PAVED AREA 105,060 SF. 29.1% OPEN/LANDSCAPE AREA 146,769 o STORMWATER RETENTION 28,751 SF. 8.0% IMPERMEABLE 1 a PARKING * 11 11 I LAND AREA 361,066 SF.=8.29 AC. 1 GROSS BUILDING , PAVED AREA 105,060 e w OPENAANDSCAPE AREA 70,819 STORMWATER RETENTION 28,751 SF. PERMEABLE T 75,950 S.F. 21.0% �`'� :'� i w�Yi Nt •IJi :: i ��1 �L� �ioiu�WU i�ri��y. lrywliMM im No. 2000031 n 6 „ r +r (See "NEW IRRIGATION plants) NOTE: A low volume irrigaton system to i area, to vi de 100% coverage to II new plantings. edge of pavement SAN L t Grate Inlet El 9.90 in v. 4.37 box bottom 00 % Existing r i I 2" . . ground r t rem . 7XS1_ �— ® t Approximately i r i — rev � Juniper in v. 4.43 fAAA I t rill —in i ., O.C. in i t 1,LL SHRUBS/GROUNDCOVER BE ' IANGULAR SPAC PLANT LIST FOR r BACK OF CURB/ IRED LINE PLANT SPACING DETAIL (SECTION) _GRAND AVENUE so' R/w ----- - - - - -- 10910M SHRUBS TREES: All groundcover areas shall receive fertilization with "Ozmocote" time release fertilizer as per a. specifications. FERTILIZER TABLETS L AROUND SPECIFIED. PLACE UNIFORMLY ROOT MIDDLE BETWEEN r. BOTTOM OF ROOT MASS FLEET MAINTENANC"I /-kNDSCAPE r, PREAD !t r OCT 16 200 0 j DV'_ b'' q 'p p a te. LR . d 4'iV1%1j 131 r .,-yC "'616" "S _ $: OF ROOTBALL SHRUB & GROUNDCOVER PLANTING DETAIL N. Ts S. — 45 — Podocarpus macrophyflus — PodocaTus Min. 3 Gal., 36' Ht. X 18" Spd., 36 O.C. (See "NEW IRRIGA11ON NOTES" for these plantl mItTortmilt w -6 0 Q. L- 0 -w 0 I Stm #1 Grate Inlet El 9.90 inv. 4.37 box bott REVISION 5 I K" I / -r-Ammilug '-wilmni Ulm " conc ab 24 C.M.P. ground cover to rem\q1n sl BACK OF CURB/ BED LINE PLANT SPACING DETAIL (SECTION) N.T.S. I '' Ab ------ - - - - -- 601 R/W FER11LIZER TABLETS AS SPECIFIED. PLACE UNIFORMLY AROUND ROOT MASS BETWEEN MIDDLE ANk BOTTOM OF R OOT MASS FLEET MAINTENNANC-1 LA A Nu"S C A r" E ffr*L A N pof M1001h, - r. -j= f -A--� .j1V,kjSt,',j) CIT or ItEQ'Tj �1'1 I'T NVJk.rC j- U a ar(41S abut MULCH 3" FROM STEMS Son MH #6 RIM 68.19 Inv. 8' PVC N 64.50-----0— -------------- Z! ---------- nn#• � Im E3 W E3 !2 &I MW Line Hercules Ave. HERCULES AVENUE 0 il M"i Mrip, E # AEROSONIC CORP. 1212 N. HERCULES AVF- CLEARWATER, FL. BY I WE I %ffz��Z MERMA11111013354 I RIM 2 MMAI.q rr Aff", Z* 2 CD W cp E Be 5 w C UJ "D 1.3 n 11*4 N.T.S. �ID �A 6E-EA-S EERMUTIAGE LAND AREA 361,270 SF.=8.29 AC. 100% GROSS BUILDING AREA 80,486 SF. AIRPORT PAVED AREA 139,183 SF. 1000 N. HERCULES AVE. OPEN/LANDCAPE AREA 67,822 SF. 18.9% CLEARWATER, FL 29,813 F. 8.3% PLRMEABLE SURFACE 10 AGE 43,966 SF. W. St. Light IMPERMEABLE SURFACE RATIO im No. 2004019 60.8% EEDYIQED SEQVIRLD a PARKING SPACES* 131 121 Building Area EEDEDM SH-DI&TA AEEa Z5! LAND AREA 361,270 SF°® A. 10070 GROSS BUILDING AREA 87,326 F® 24.2% (INCLUDING NEW BUILDING AND OPTIONAL COVERED AREAS) PAVED AREA 139,183 SF. C14 r) OPEN/ ESCAPE AREA 60,982 SF. to C14 STORMWATER RETEN11ON 29,813 SF. , 16 C4 0 0) PERMEABLE SURFACE STORAGE 43,966 SF. 00 z IMPERMEABLE SURFACE RATIO 69.10 Storm grate #4— tt ff 69.07 RE9YIEED 69.12 PARKING SPACES* 131 121 Pine A TREE REMOVAL WILL BE REQUIRED FOR THE CONSTRUCTION OF THIS PROJECT. V Mob Storm MH #5 Rim 68.45 THE CONTRACTOR SHALL ADHEARE TO THE CITY OF CLEARWATER EROSION AND SILTATION CONTROL POLICY DURING THE ENTIRE CONSTRUCTION PROCESS. Bush Inv. 24" crop NE 63-73 W'V 8" Inv. 24" crap W stub? W 7 Inv. 24" cmp SE 63.91 'e 69.10 BFP Oak "e 69.13 Grate Inlet #6 kk nov, nn,n4 Inv.. 15" nve S 64.64 �C ° kk Grate Inlet #7 69.07 i4p El 68.87 Inv.. 15 pvc S 64-61 Inv.. 15* pvc N 64-78 Ila a3 Inv. 8' pvc W 64-91 k 'x kl Storm Structure #8 Qrqto Elay, 00,91 21 ro &11- LIA, 69.41 Throat 6&37 :D Inv. 18" RCP NE 65-97 z 00 16 +v, kk O 69.08 (cs 4 Storm MH #9 k Rim 66.02.E Inv. 18" RCP SW 65-34 N Inv. 18" RCP NE 65-14 C,P. #4 trn MJ V 6(Y ROW 0 Ir 0 C) 0 64 6 a) tr) 00 nn#• � Im E3 W E3 !2 &I MW Line Hercules Ave. HERCULES AVENUE 0 il M"i Mrip, E # AEROSONIC CORP. 1212 N. HERCULES AVF- CLEARWATER, FL. BY I WE I %ffz��Z MERMA11111013354 I RIM 2 MMAI.q rr Aff", Z* 2 CD W cp E Be 5 w C UJ "D 1.3 n 11*4 N.T.S. �ID �A 6E-EA-S EERMUTIAGE LAND AREA 361,270 SF.=8.29 AC. 100% GROSS BUILDING AREA 80,486 SF. 22.2% PAVED AREA 139,183 SF. W OPEN/LANDCAPE AREA 67,822 SF. 18.9% STORMWATER RETENTION 29,813 F. 8.3% PLRMEABLE SURFACE 10 AGE 43,966 SF. 12.1% IMPERMEABLE SURFACE RATIO im No. 2004019 60.8% EEDYIQED SEQVIRLD a PARKING SPACES* 131 121 Building Area EEDEDM SH-DI&TA AEEa P-ER-C-ENITM& LAND AREA 361,270 SF°® A. 10070 GROSS BUILDING AREA 87,326 F® 24.2% (INCLUDING NEW BUILDING AND OPTIONAL COVERED AREAS) PAVED AREA 139,183 SF. 38.57o OPEN/ ESCAPE AREA 60,982 SF. 16.9% STORMWATER RETEN11ON 29,813 SF. 8.370 PERMEABLE SURFACE STORAGE 43,966 SF. 12.17. IMPERMEABLE SURFACE RATIO 62.7% EMYMED RE9YIEED PARKING SPACES* 131 121 Pine NO LANDSCAPING REMOVAL OR TREE REMOVAL WILL BE REQUIRED FOR THE CONSTRUCTION OF THIS PROJECT. Unknown Tres THE CONTRACTOR SHALL ADHEARE TO THE CITY OF CLEARWATER EROSION AND SILTATION CONTROL POLICY DURING THE ENTIRE CONSTRUCTION PROCESS. FAI F, Inv. 48"crnp N 62.23 LEDEN2 Storm Grate #3 Inv. 8" PVC N 65-32 CU.31 Wood Utility Pole 0 Inv. 48" CMP S 60-99 SOO*17'00 W 5033 1 onc 9 Found Iron Rod 0 (A 1 slab SCAIZ VERL NA P Found Pinch Pipe im No. 2004019 lqj N Water Valve a Found Concrete Monument Building Area PLAN VIEW Hose i b x LEGAL DESCOPTION: Scale:1 "=40' OS M x ilint cortain ploco, parcel, or tract of land lying in and in part of Tract "A". Replat of Blocks I 100 S. Myrtle Ave. Pavement Area 0 Ballard aL.— iti —r LA—.—^rvf rin rdannut-load In Pint Annk 39_ Pnns 31 of lit e Public Records of Pinellas CounLy, LEDEN2 CU.31 Wood Utility Pole 0 Found Iron Pipe L L - Retention Area 0 Water Meter 0 Found Iron Rod GENERAL SERV110ES Wv SCAIZ VERL NA 0 Found Pinch Pipe im No. 2004019 Open / Landscape Area N Water Valve a Found Concrete Monument Building Area hb Hose i b I UTILITY NOTIFICATION, Jul OS Sprinkler x Found Cut X 100 S. Myrtle Ave. Pavement Area 0 Ballard A Found Nail & Disk ClAnrWat 41 x Pal x Set Cut X Permeable Surface Storage m A Set Nail & Disk A Pine QP. Control Point Unknown Tres Bush Camphor Oak CITY OF CLEARWATER, FLORIDA I WOW YW "CAVAIX GENERAL SERV110ES STORAGE BUIL DING SCAIZ VERL NA im No. 2004019 PUBLIC WORKS ADMINISTRATION Tri 1 CALL LOCAL PUBLIC rl� 11 1900 GRAND AVENUE I Na D WG NAME 2004019 SiEET NO. 2 F 8 O ENGINEERING I UTILITY NOTIFICATION, Jul --- 100 S. Myrtle Ave. CENTER FIRM SITE PLAN ClAnrWat 41 I-SDO-02-4770 kill. 48 10" tUO" n i /_ Mech. Joint Valve 04 Topping Sleeve & Valve By City, Fee by Owner or Contractor Fist, Water Main POND PLAN cle :l,/ 1,® , i l m M M • 0 10 20 30 40 50 60 70 POND SECTION B-B Scaler N.T.S. nN47i 9 9 PVC To Be onTech 2000 Or Equivalent r I PLAN MEW 61W DEEP 101T•tfY0 '# General Notes t. 7hepe inlets are suitable for bicycle and pedestrian areas d are 'to be used In ditches. medians and other areas 7-®m4w subject to Infrequent traffic loadings but are not to be placed In areas subject to any heavy wheel loads. tall Pipe 2-1/4!' it PV Inlets c to. in al debris should be constructed N.TT.& IF SCME thout slots. debris • be VERT. NA constructed with slots. Slotted Inlets located within roadway clear zones and In areas accessible to pedestrians shall have !Leo 0 0) traversable slots. The traversable slot modification is not adaptable to Inlet Type H. Slots may be constructed at either •rr lw ## #rim #�li'+1i!r�. or both ends as shown on plans. 3. Steel grates a • be u . r an all _ bicycle rill► #�I #�a1� #�►i'M #1� #) traffic is anticipated. Steel grates are to be used on all Inlets with traversable slots. Either cost Iron or steel grates may be used on Inlets without slots where bicycle traffic Is not I# Wir #�i�i� 7•ia anticipatedL Either cost Iron or grates may ♦ : used • ' iwfttri�rif#r #+rr� #ri all described • r'i is Alternate G grate specified In ': plans, either the steel grate. hot dipped galvanized after ; • . : ... plans . Bolts Per Straight Bars 2* x 1/4!* �40T Index 201 Reticul[ne Bars 1-1/4!* x 3/16' 4. Recommended maximum pipe sizes shown are for concrete pipe. Size for other types of pipe must be checked for fit Top of Bank Bonds 2* x 1/4� Approx. Weight 104 Lbs. 5. All exposed comers and edges of concrete are to be • :d N.TT.& IF SCME i�wri c VERT. NA +•'