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607 INDIANA AVEI c)--7 �\cxco\A s•� CITY OF CLEARWATER - PLANNING &DEVELOPMENT SERVICES CO v a 90 TREE REMOVAL PERMIT j ��t REASON FOR REMOVAL: NAME OF OWNER - - r`'e i�'e � t -(X Z SITE ADDRESS ! z ;2X, �' lC �'-%�'�` M El Construction PHONE �s `� ��°' °�' ` -See "A" below OWNER'S ADDRESS 2 5_06 C l_ -� -C� ` ` � ��.� ❑ Hazardous LOCATION OF TREE(S) ON LOT k 0 `G� .`` ❑ Declining SPECIES AND NUM�R OF TREE'S) 2 -- 2C) ❑ Dead p ❑ Other (Specify) TO APPLICANT; A non - refundable fee of $15,00 for up to five trees if be removed, plus $3.00 for every tree above 5 to be removed is required. Fee Recd. $ Date 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 (i) Diameter of 4.5' above grade (DBH) c, Driveways and Walks h. Zoning Setbacks (ii.) Surveyed Location d. Parking Arrangement i. All easements and Rights -of -Way . (iii.) Species e. Required Number of Parking Spaces (iv.) Diseased or Insect Infested Trees k. Tree Barricade Detail & Locations 2. Protective barriers are required around all trees remaining on site during construction. These barricades must remain intact during construction. The barriers must meet City Specifications. B) REPLACEMENTS D "I 1. Tree replacement minimum standards: 10' overall height, 2.5" caliper, Florida Grade #1. See inspectors note below to 5 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 y to be removed is wholly on property owned by the above - identified property owner, and should it be determined that O 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 aD s submitted is a true representation of all facts concerning the proposed removal of the tree(s). Any deviation rout the per it issued II rend r it null and void and be considered a violation of the Community Development Code. Signatures of owner or a Printed Name ' Address Agency Representin OCL # 336 e> V.3-- ju 2 —d 5 SK City State Zip '� Phone /Cell Fax DO NOT WRITE BELOW THIS LINE - Not Valid Until Sianed By City Manaaer or his Desianated Aaent Based on the Inspector's comments and Information submitted, the above removal application is: O Approved as Submitted Approved- Modified as Noted Above ❑ Denied Signed: - Date: Community evelop ent 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 Detail "A" Not to Scale Found 1/2" Iron Pipe No ID 0 0 Boundary Line --.\ I I I / � t 59.0' 6' Vinyl Fencej�_� South 0.2' East 1.0' 0 6 One Story Masonry Building Detail "D" Not to Scale Detail "E" Not to Scale 1�3 q�' [a W. N Electric Box j 0 4 acs Ljj < 41 z < 0- Q U C Co 0 §110 Ng Edge of Pavement ASPHALT PAVEMENT PINE STREET lzr*rrsta` -.; ' , i 75 64 z + z 0 I-- Lo I-- 1011 "Stal* (60' RIGHT OF WAY) (NOT OPEN UNPAVED) unestnut st Q� a Lj Q5 COD Woc E co DEC o K It L6 Lf) i LL_ p N 6 0 1(p) Wood Frame C3 U LOT 5 + + ASPHALT >,[L 3" PkRKING 0 ti 5 6.1 38.4' —4.5 1p I' LOT 4 + t I < BLOCK + �0_ GRATE INLET (a Lo 20 pI 79 �(P) + jRCP + Brick S/W 1% z 1 — z Found 4x4 Concrete INVERT RCP I Monument +�'+9�ELEVATION=27.17 LOT 2 No ID 'u + 0 0 P: 0 W 0 Uj N89*25'37"W Found 4x4 Concrete+ 47.99'(F Monument One Story LOT 3 + 1 P + -Pine LOT 1 (n U) Concrete Block Building 6' Vinyl Fence 6' Vinyl Fence T E End of Found 4x4 CM is on Boundary 16' Vinyl Fence 6 6' Vinyl Fence South 0.2' S Found x 3 Found 3" X 3" No IDj Corner ISouth 0.2' I West 21 1 1 C 89 P PIP 4 CM ®G 44 E 59.82�(F) S88 38p38')E East 1.0' • F 59.20'(F) N89*1 9'29"E 60.6(:�(F) le4ta F LOT 1 _7 69.5"(C) 60'(P) 60'(P) "B" Found 4x4 Concrete Monument 10.4' <76'in�i 16 See Detail Found 1/2" lion See De Pipe No ID 60'(P) See Detail Detail c. C" No ID Fence + LL_ LOT 2 One Story Concrete Block Lo Building #607 Fin. Fl. Elev. = 35.77 Aluminum Shed j 00 E0 > LLJ o Conc . '+ Wood 12.91 Slab 2, (0 Shed c� (0 a- L0 �R I U-) r r One Story Masonry (0 C14 1.0- i t Buildina C? Edge of Pavement ASPHALT PAVEMENT PINE STREET lzr*rrsta` -.; ' , i 75 64 z + z 0 I-- Lo I-- 1011 "Stal* (60' RIGHT OF WAY) (NOT OPEN UNPAVED) unestnut st Q� a Lj Q5 COD Woc E co DEC o K It L6 Lf) i LL_ p N 6 0 1(p) Wood Frame C3 • LOT 5 co 0 ASPHALT >,[L 3" PkRKING 0 ti 5 6.1 38.4' —4.5 1p I' I a- + t I < BLOCK + �0_ GRATE INLET ,,P. Found ll;iTr Iron + No ID (Witness R d + Swale 20 Corr e r) � 79 �(P) + jRCP 20" Brick S/W NORTH 00 Edge of Pavement ASPHALT PAVEMENT PINE STREET lzr*rrsta` -.; ' , i 75 64 z + z 0 I-- Lo I-- 1011 "Stal* (60' RIGHT OF WAY) (NOT OPEN UNPAVED) unestnut st _K Found 1/2" Iron ,Rod & Cap LB#6113' Lj Q5 COD Woc E co DEC o K One Story L6 Lf) i 3" 6 0 (P) 6 0 1(p) Wood Frame C3 1 D =Bollard 1100 Building cli cDb >,[L 3" �C �ancrete Side �alk 0 Found 1/2" Iron Rod & Cap LB#6113 6.1 38.4' —4.5 CL , 0 11 I a- C14 ar t I < BLOCK + �0_ GRATE INLET 0) 0 20 TOP=30.91 010 OM + jRCP af NORTH 00 Found 4x4 Concrete INVERT RCP I Monument +�'+9�ELEVATION=27.17 No ID 'u 1 11.1' N89*25'37"W Found 4x4 Concrete+ 47.99'(F Monument + 1 P -Pine 1�3 PO 48 M No ID J! Edge of Pavement ASPHALT PAVEMENT PINE STREET lzr*rrsta` -.; ' , i 75 64 z + z 0 I-- Lo I-- 1011 "Stal* (60' RIGHT OF WAY) (NOT OPEN UNPAVED) unestnut st =Overhead Wire Found 1/2" Iron ,Rod & Cap LB#6113' I I Building I lo- =Water Blow Off 41 3" 6 0 (P) 6 0 1(p) + 1 D =Bollard 77� I N89*32 41 W 79.96'(F) Co cDb =Utility Pole 3" �C �ancrete Side �alk 0 Found 1/2" Iron Rod & Cap LB#6113 > <1 < 7) Q) CONC. ORO Edge of Pavement ASPHALT PAVEMENT PINE STREET lzr*rrsta` -.; ' , i 75 64 z + z 0 I-- Lo I-- 1011 "Stal* (60' RIGHT OF WAY) (NOT OPEN UNPAVED) unestnut st =Overhead Wire =Water Meter =Water Blow Off 41 00 ,a S=Sanitary Manhole 0 =Bollard Rogers St =Guy Wire cDb =Utility Pole cs Guy Wire with Arm 0 =Maple <?'�i > <1 < 7) Q) =Magnolia =Pecan C14 ar =Chinaberry =Palm < W 7i I turner St =Citrus �_4 =Cherry Laurel Camphor ca Harold C t ---------- Q C) cc .9 PROJECT LOCATION Sil- -Pine J! T NOT TO SCALE LE901. UL UL =Overhead Wire =Water Meter =Water Blow Off 41 00 ,a S=Sanitary Manhole 0 =Bollard e7l =Guy Wire cDb =Utility Pole cs Guy Wire with Arm 0 =Maple <?'�i > ) =Oak < 7) Q) =Magnolia =Pecan C14 ar =Chinaberry =Palm < _N cr- — =Citrus �_4 =Cherry Laurel Camphor • am, rr > 00 ,a > 6u 0♦ V) 0 >_1 00 000 • cs 0 O.Z X 0 > as -0 Q) < 7) Q) C14 ar < < �10 • am, rr MIMINERM • WRINN il cs as -0 Q) < 7) Q) < < cr- — ca rX Q C) cc .9 CL ra MIMINERM • WRINN il .......... �l ATIL.771 t_ .. I . ♦ 1 2.5" CALIPER • 12'- 14'HEIGHT 2.5" CALIPER 12'- 14' HEIGHT PYGMY PHOENIX DATE PALM ROEBELENII MINIMA JASMINE SIATICUM INDIAN RAPHIOLEPIS HAWTHORN INDICA CIIINESE 111BISCUS PROPOSEDTREE BARRICADE MULTI-STEM � AS � 4 SHOWN SOD AS � SHOWN 112 ./ I , t O 100% CONT. HEDGE 36" 246 STENOTAPHRUM O.C. 4 _�NKUT'CIT -Wfl 6' I " '7G < 50% USEAGE 507SEA SECUNOATUM 100% CONT_ HEDGE O�lIOfY S= QU SANDANQUA VIBURNUM 3 GALLON. i VIBLTRNTJM SUSPENSUM CIIINESE 111BISCUS PROPOSEDTREE BARRICADE MULTI-STEM � AS � 4 SHOWN SOD AS � SHOWN 112 ./ I , t O 100% CONT. HEDGE 36" 246 36" HIGH O.C. 4 3 GALLON. Bsw 100% CONT_ HEDGE 36" 18" HIGH O.C. 90 3 GALLON. i ,I. 2 FA _o 1=0pin INm 0 0_1 d r. W4. E-■ DAWN R 00 cr) (D C14 HECKED Bsw Qc BSW LL U-1 iLi > Lu LLI Ev CJ 2: LIN UN c) KS I 1�11 �_Z T Sys t CN r") FA _o 1=0pin INm 0 0_1 d r. W4. E-■ DAWN R AL G ESIGNED ALG HECKED Bsw Qc BSW �HEET 13 Ls wimw U Found 4x4 Conc. Monument No D" GALV. ALUM. , /—PHASE ONE &HIGH HANDRAIL. -7 CONC. BLOCK FENCE. F��l 8- TYPE ® D' t�V CURB. CONC. 34 k " 011 134 SCALE� HORIZ: 1"=10' Fjff�_ la:019011-:091 uckwilly WN Rul0exel 20 F.Al In 1111211 11,119 CONSTRUCTION NOTES: 1. ALL REAR ROOF DRAINAGE TO BE DIRECTED FROM BUILDING TO INTERNAL STORMWATER DRAINAGE SYSTEM, UNLESS OTHERWISE NOTED ON PLANS. CONTRACTOR SHALL COORDINATE WITH BUILDING ARCHITECT FOR TIE-IN POINTS & REQUIREMENTS. PROPOSED SILT FENCE • I PROPERTY LINE PROPOSED STORM SEWER H.P. PROPOSED HIGH POINT EXISTING HIGH POINT EXISTING SPOT ELEVATION 012.70 PROPOSED SPOT ELEVATION 13 PROPOSED STORM INLET STORM STRUCTURE NUMBER DIRECTIONAL FLOW ARROW CONSTRUCTION NOTES: 1. ALL REAR ROOF DRAINAGE TO BE DIRECTED FROM BUILDING TO INTERNAL STORMWATER DRAINAGE SYSTEM, UNLESS OTHERWISE NOTED ON PLANS. CONTRACTOR SHALL COORDINATE WITH BUILDING ARCHITECT FOR TIE-IN POINTS & REQUIREMENTS. M 0 • I a. M 0 • I ol c) U5 bi Of CN rl") -;I- LO (0 ui Uj Z cl LL CL M 0 • I M 0