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211 DOLPHIN PTCITY OF CLEARWATER - PLANNING & DEVE 9aoQ TREE REMOVAL PERMIT w� NAME OF OWNER Qa J &_r Pea o . r /' cs `.1 10 SITE ADDRESS W I / - _Ws 4a4j; /:•:• T PHONE OWNER'S ADDRESS a LOCATION OF TREE(S) ON LOT Lea Q SPECIES AND NUMBER OF TREE(S) -,-? 34�6 lIPa M 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. M(BB 0IM DEC 2 12004 C:0nSTruCT1on- ", - See "A" below • Hazardous • Declining • Dead • Other (Specify) Fee Rec'd. $ n u� 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 1. 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 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 fr7 the permit issue shoIL4encjer it null and void and be considered a violation of the Community Development Code. OF el 0, r �o � �I 44 L4 igna ure owner r pplicant Printed Name A SS7- /1Z Ad a ��MTC e+A44S I" 4mb o -A)% C� d 14vi Address Agency Representing OCL # City State Zip Phone /Cell Fax DO NOT WRITE BELOW THIS LINE - Not Valid Until Signed By City Manager or his Designated Agent Reauired Replacement Trees Applicable Code Section: Z Based on the Inspector's comments and information submitted, the above removal application is: ❑ Approved as Submitted ❑ Approved- Modified as Noted Above ❑ Denied 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 i D 5 D m LANCGCAPE NOTES 1. THE WORK CONSISTS OF THE COMPLETE PLANT MATERIAL INSTALLATION AS SHOWN ON THE DRAWINGS AND PLANT LIST rI ASS HEREIN SPECIFIED. THIS WORK SHALL INCLUDE, BUT IS NOT LIMITED TO, THE SUPPLYING OF ALL PLANT PC 1 Phoenix canar'iensis CANARY ISLAND DATE PALM 4•y FG, 10' CT. MATTERIAL SPECIFIED, THE FURNISHING OF LABOR, EQUIPMENT, APPLIANCES AND ALL MATERIALS CALLED FOR, N ANID IN PERFORMING ALL OPERATIONS IN CONNECTION WITH THE LANDSCAPE INSTALLATION AS SHOWN ON QV 4 Quercus virginiana LIVE OAK 45 GAL., 12' -14' X 5' -6', 4" CAL. MIN,, 6' CT. THIS PLAN. FURTHER, THE WORK SHALL INCLUDE THE MAINTAINING OF ALL PLANTS AND PLANTING AREAS UNTIL SR 11 S a rus romanzoffiana QUEEN PALM 30 GAL., 10' -14', GREEN TRUNK FINIAL ACCEPTANCE BY THE OWNER, AND THE FULFILLING OF ALL GUARANTEE PROVISIONS AS HEREIN SPECIFIED. y 9 « 2. THE CONTRACTOR SHALL FULLY ACQUAINT HIMSELF WITH THE RELATED PAVING, SITE GRADING, WATER SUPPLY, LI 14 Lagerstroemia indica Tuscarora Crape Myrtle 30 gal., 8' -10' x 4' -5', 3 stems min., 2" cal. ELECTRICAL SUPPLY, AND OTHER UTILITIES TO PRECLUDE ANY MISUNDERSTANDING AND TO FACILITATE A TROIUBLE FREE INSTALLATION. CALL THE SUNSHINE STATE ONE CALL 1800 -432 -4770 PRIOR TO ANY �`c1 CONSTRUCTION FOR UTILITY COORDINATION. 3. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGES TO EXISTING FACILITIES THAT MAY OCCUR AS A RESULT OF THE WORK DONE BY THE CONTRACTOR CALLED FOR IN THIS CONTRACT, THE WORK PERFORMED UNDER THIS CONTRACT WILL INTERFACE WITH OTHER WORK BEING PERFORMED BY OTHER DNO 104 Nerium oleander DWF OLEANDER 'PINK PETITE' 3 GAL., 36" HT., 3' O.C. CONTRACTORS. IT WILL BE NECESSARY FOT THE CONTRACTOR TO COORDINATE AND SCHEDULE ACTIVITIES, " " > - _ WHIERE NECESSARY, WITH OTHER CONTRACTORS AND THEIR SUBCONTRACTORS. R) 79 Raphioturn taceu INDIAN HAWTHORN 3 GAL., 20 -22 , O.C. 4. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. THE OWNER PS 8 Pennisetum setaceum WHITE FOUNTAIN GRASS 3 GAL., 30" X 16 ", 3' O.C. OR HIS REPRESENTATIVE RESERVES THE RIGHT TO DIRECT THE REMOVAL AND REPLACEMENT OF ANY ZF 10 Zamia furfuracea CARDBOARD PALM 7 GAL., 20" X 30 ", 3' O.C. / ITEMS WHICH, IN HIS OPINION, DO NOT PRESENT AN ORDERLY AND REASONABLE NEAT OR WORKMANLIKE APPEARANCE, PROVIDED SUCH ITEMS CAN BE PROPERLY INSTALLED IN SUCH ORDERLY WAY BY THE USUAL LEG 69 Lidope muscari EVERGREEN GIANT LIRIOPE 1 GAL., 12" HT, 2' O.C. METHODS OF SUCH WORK. 5. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY CONFLICT OR DISCREPANCY IN PLANS 4000 SF ST. AUGUSTINE FLORATAM PRIOR TO PERFORMING ANY WORK IN THE AFFECTED AREA. 0 10 20 40 6. CONTRACTOR SHALL CLEAN UP AND REMOVE FROM THE PREMISES ALL SURPLUS AND DISCARDED MATERIALS / ANID RUB8ISH FROM HIS CONSTRUCTION. / 7. IM THE EVENT OF VARIATION BETWEEN THE PLANT LIST AND THE ACTUAL NUMBER OF PLANTS SHOWN ON ALL PLANTS ALONG WATER ARE TO CLEAR VISIBILITY TRIANGLES PER CODE. TIHE PLANS, THE PLANS SHALL CONTROL. ` 8. CONTRACTOR IS TO PREPARE ALL AREAS THAT HAVE BEEN DISTURBED (DUE TO CONSTRUCTION) TO ITS ORIGINAL STATE. OPADES AM STAMAND® 1. ALIL PLANT MATERIALS SHALL BE GRADE FLORIDA NO. 1 OR BETTER AS OUTLINED UNDER GRADES AND ST14DARDS FOR NURSERY PLANTS, PARTS I AND 11, STATE PLANT BOARD OF FLORIDA, SHALL CONFORM TO ANSI STANDARDS FOR NURSERY STOCK (ANSI Z60.1- 1980). 8UBSTT vnONS 1. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN PERMISSION OF THE OWNER'S REPRESENTATIVE. 33 —RI ��py /A A LftCH 21 -LEG / \ %V Tip F \\ 1. ALL PLANTING BEDS SHALL BE MULCHED WITH 3" MELALEUCA MULCH. \ �� 1I 3 F // \ \� \ \ 1PL��NTTIINGSOIL FOR THE TREES, SHRUBS, AND GROUND COVER SHALL CONSIST OF 50% NEW TOPSOIL, 25% PEAT MOSS, 2--QV �° \ \ \ \ WITH 25% OF NATIVE SOIL, PLUS THE APPROPRIATE AMOUNT OF FERTILIZER. / 17 —LEG . �Ue 1- ZF tA�THE TRUNK BtR NCHES AND LEAVES FOR ALL OAKS AND MYRTLES, AND THE FRONDS AND BUDS OF ALL PALMS Opp- SHALL BE SPRAYED WITH AN ANTI - DESICCANT JUST PRIOR TO TRANSPORTING TO SITE. S/W ® z ® ® ® ® Z HIIEF"CDE 5/8" Du. RUBBER HOSE coHCs ® ® 1. APPLY "CHIPCO RONSTAR G" WITH A PROPERLY CALIBRATED GRANULAR APPLICATOR THAT WILL APPLY THE GRANULES UNIFORMLY AFTER INITIAL PLANTINGS HAVE BEEN COMPLETED. APPLY AT A RATE OF 3 1/2 LBS. o ® PER' 1000 S.F. OF PLANTED AREA SPECIFIED. DO NOT APPLY PRE - EMERGENT CHEMICAL ON LEAVES. MULTI -STEM TREE DOUBLE STRAND N012 GAUGE II�-I� 3 GUY WIRES AEQUALLY 3' MELALEUCA MULCH TREE'S = 10 -10 -10 AT 2LBS /TREE SPACED AROUND THE TREE STORMWATER / - ®- 'oyw ` SHRUBS AND GROUNDCOVERS = 8 -8 -8 AT 1OLBS /1000 SF ROOTBALL Of CONTAINER GROWN TREE TREATMENT AREA SOD = 10 -10 -10 AT 10LBS / 1000 SF t APPROVED TOPSOIL � � O �� / � `'- 3 " -4" EARTH SAUCER BACKFILL W/ PEAT MOSS/ STAKM AND GUYM FERTILIZER MIXTURE. Al ���/ ® 1. ALL TREES SHALL BE STAKED AND GUYED WITH VERTICAL 2 "X2" PINE STAKES OR 3" DIAMETER I - 19 - D N 0 ` ��/ \ PO:ST AS SHOWN IN DETAILS. NO DEVIATIONS UNLESS APPROVED IN WRITING. 11� 3 -- L I i -I i —I i —I 1=11 -W= _ •' � T11= -)ll- i =n I- I I— I— i - �� / � �., •. ',tie, ,e,1�,Y = III - III - III -III= 111 - III= _�(T�(1TI = mT1lmTfl�lll =m= III - III = III =III= 8 LI / / WATJC;t 2X2 PINE STAKE MIN. 1���� e tl y tib j 1. ALL PLANT MATERIALS SHALL BE WATERED BY THE CONTRACTOR THOROUGHLY WHEN PLANTED AND DURING 3 PER TREE 29 - D N 0 _o T THE PLANTING TIME PERIOD UP TO FINAL ACCEPTANCE BY OWNER. - / -L '�•, S�D' 1 �t �: uwtory. = I1 =fiI =iT1= TI- tfT=Tr= - / �t,�,,:SF'2c',' ';iC�t1 ifitJ �1S' EXISTING SOIL = — — y /y Xj2 OR -ICI STORMWATER B MIN. TREATMENT AREA 1. GRASS SOD SHALL BE ST. AUGUSTINE FLORATAM AND SHALL BE WELL MATTED WITH GRASS ROOTS. THE SOD SHALL BE TAKEN UP IN RECTANGLES PREFERABLY 12 "X14 ", SHALL BE A MINIMUM OF 2" �"04, / IN 14ICKNESS AND SHALL BE LIVE FRESH AND UNINJURED AT THE TIME OF PLANTING. IT SHALL BE LEASONABLE FREE OF WEEDS AND OTHER GRASS AND SHALL HAVE A SOIL MAT OF SUFFICIENT THICKNESS TYPICAL MULTI --STEM TREE PLANTING DETAIL 2 - Q V ADIHERING FIRMLY TO THE ROOTS TO WITHSTAND ALL NECESSARY HANDLING. THE SOD SHALL BE SHADED 3 / ,�� e a ANID KEPT MOIST UNTIL IT IS PLANTED. DUMPING FROM VEHICLES WILL NOT BE PERMITTED. DAMAGED N.T.S. / \\ // '°� \\11r + ?h ^t� +`� SOID WILL BE REJECTED. REPLANTING SHALL BE DONE WITHIN 48 HOURS AFTER TIME OF HARVESTING OR L T. °I"` ' !'l1 SOO SHALL BE KEPT DAMP UNTIL PLANTED. / 26 -DNO �r� 3�(�`� D t' N�� � j� 2. SODIDiNG SCHEDULE: 1. SOFT SPOTS AND INEQUITIES IN GRADE SHALL BE CORRECTED BEFORE BEGINNING SOD WORK. 6S _ 2. GROUND SHALL BE SUFFICIENTLY MOIST PRIOR TO LAYING OF SOD. 30- D N O Date.-__ l Z- � �° �"" ` °' � �� 3. LAY SOD WITHOUT VOIDS, TAMP OR ROLL. SOD SHALL BE THOROUGHLY WATERED. THE SURFACE SHALL x• -��> BE TRUE TO FINISHED GRADE LINES, EVEN AND FIRM AT ALL POINTS. 13y _ `- - 4. PLACE SOD WITH STAGGERED JOINTS CLOSELY BUTTED, TAMPED OR ROLLED TO AN EVEN SURFACE TO 3 -LI THE REQUIRED FINISHED GRADE. AVOID CONTINUOUS SEAM ALONG LINE OF WATER FLOW IN SWALES. PLACE SOD IN ROWS AT RIGHT ANGLES TO SLOPE. .�fv.A.' ' •� 5. FERTILIZE. g \ / \ems\ I T7 3` MELALEUCA ' OF FIRMLY COMPACTED HEIGHT TO 3-PS e �� 1. FINIAL INSPECTION WILL NOT TAKE PLACE UNTIL ALL MATERIALS ARE PLANTED /INSTALLED CORRECTLY. CONTRACTOR MULCH q� °D ° 6 WILL REQUEST A FINAL INSPECTION BY WRITTEN LETTER TO OWNER. o CREATE A RUB SOIL LIP 2. UPON FINAL NOTICE OF FINAL ACCEPTANCE, THE OWNER WILL ASSUME MAINTENANCE AND THE GUARANTEE/ 6 $000ULIMITHRUB 3 -SR 60/ WARRANTY PERIOD BEGINS. 13 -RI ° WAPo3AMTi =III '.:':.. ',e,. •;..r 'jr';'•. t,> • `'' •`'^ III= APPROVED TOPSOIL BACKFILL 17 -LEG .r 1. ALL SHRUBS, GROUND COVER AND SOD SHALL BE GUARANTEED FROM NINETY (90) DAYS AFTER FINAL ACCEPTANCE EI ' "' �„ - - = =III ,• '.; '„ W/ PEAT MOSS /FETILIZER a J : ' EXISTING SOIL ° 3-PS ° 'y,',Ex BY' OWNER, ALL PALMS AND TREES SHALL BE GUARANTEED FOR ONE (1) YEAR AFTER FINAL ACCEPTANCE BY OWNER. %.'..- :+ MIXTURE. 3 -SR s 5 -SR ''• II ° ,:•, �(n/�\(/ III- III- Ili�il =li ° ° 6 —RI cJ� _►- III — ICI— Iil— lil— lil =rn—_ 0 =III III =I I I =I 1=1 ROOTBALL OF CONTAINERN o 8` GROWN SHRUB � �,(�t PRO" � TWICE ROOTBALL ? 3 0 0 8 -LEG C 11 \V 10 Pi�O1Y`�� KID%, DIAMETER trs 3 ,I_t VNI D AP ` 1 MINIMUM ll �7 / ? 3 A -- �',. , ,,. 6- zF V[gI( ,kU� P DESIRIAN IRA P � � SHOPS, a TYPICAL SHRUB PLANTING DETAIL- 2-PS � � � ° 0 6 - R I ° IX IN' i� �IGri CUR�IN� O� 11) a �' r' 4!� T �D 5/8" DIAM. RUBBER HOSE N.T.S. U) 11 - R I � � DOUBLE STRAND N0. 12 GAUGE J GLV. WIRE - 2 GUY WIRES ON #'! 8'.) L O -o R,q COq ° DRIVE 2 x 2 PINE STAKE ' V'� (� OPPOSITE SIDES OF THE TREE l { _Z STq� WOOD DOCK AND PILINGS OR 3" DIA. POST AT 3" TURNBUCKLE " "I (e� d = FOR BOAT SLIPS TO BE ANGLE k DRAW VERTICAL `� (� f� I �,i (3 O CONSTRUCTED BY OTHERS 8 1 AVEM 0 All AREAS BETWEEN St, ENT AND it`;,il r1 W 0 L . o PM KING LOT 10 BE TURFED CEIV� SINGLE LEADER 3' MELALEUCA MULCH GROUND COVER PLANTS ��5 L2 } Z r cn � 0 OTHER tA,NDSCMING TREAIME R 3" MELALEUCA MULCH o �Q•� E ;` I, i d�:I X C7 N w 3 " -4" EARTH SAUCER 12" O PREPARED SOIL —Ra+; ' •'• ; '' • •. '' '•'.. '•' � III -_ II =III == o U fiT N c p `[ A N (finn =III T APPROVED TOPSOIL BACKFILL I ! 3 1 t E(`I ST SP CLP�CA�!ONS Oil W/ PEAT MOSS FERTILIZER lEd I I=I I ( =I I (__I I ( =I 151 1 I =I I I =I i I =III EI i I I I 1 =I i I =I 1 I= ANY CHANGES (N SPr I t � EXISTING SOIL G.S1CN WIfI�a11! �'HE CONSENT OP THE PLANNING -�1 :- - - - - -11� MIXTURE WITH MYCORTREE = III =1 I 1= III =III =III =III =III =I i I =III =III =1 1= III =III =1 t -- c }� o TREE SAVER. ve °° VOID- DIRECTOR QEN��RS P11�N PROVAI VOID 1 , 1 t l =I I TEE I I =I I I - -I I II_I I I_I_I1EE I I =I I EXISTING SOIL _ _ USE TRIANGULAR SPACING WHERE MPUCABLE X X/2 OR 6 MIN. o Fla 2X " GROUNDCOVER PLANTING DETAIL ���0 z TYPICAL TREE PLANTING DETAIL N.T.S. Octavi• ,£abrOra NOV 1 N.T.S. °- N � OEVELOPVENT SERVICES DEPT ° m PREPARED FOR, 1 SHEET DESCRIPTION 0 rn THE SIGNATURE OF THE OUAUTY i` T�•1• .A f ► 997 -143 : Z DESIGNED CONTROL OFFICER IN THIS SPACE ROGER L A R S O N / ' r � PMC INDICATES THAT ALL REQUIRED O DRAWN PERMITS HAVE BEEN OBTAINED FLORIDA DESIGN CONSULTANTS INC. p Bokor, Ruppell 8 Burns, P.A. GRAY DOLPHIN CONDOMINIUMS 7 i C�� Johnson, Pope, + F.6. B PG. 1 N AND THAT CONSTRUCTION Is 3 8/26/04 REV. PER CITY OF CLEARWATER COMMENTS; ;�' &PANQP SHT. 0 PMC ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS 911 Chestnut Street 0 2 1/28/04 REVISED PER CITY OF CLEARWATER COMMENTS ` •� AUTHORIZED TO COMMENCE. �� a CHECKED 3030 Starkey Blvd, New Pori Richey FL 34655 Clearwater, Florida 33757 LANDSCAPE PLAN 1 9/12/03 REVISED FLOOR PLAN AND TREE COUNT •' n1� j+ ,.'' �yJMS DATE, PMC Tel: (727) 849 -7588 - Fax: (727) 848 -3648 TEL (727) 461 -1818 FAX (727) 441-8617 0 O.C. NO. DATE REVISIONS ABYD 12�16�02 OF O E.B. No. 7421 Y N N c d N 0 0 2 0 I rn 3 M Ln7 I r, z J Ln z z 0 i a i Y 3' Transition NOTE: Wings only. if QO�� ,S Sc ot` Side Slo es Re uire Remove Curb if Existin, a� EKISt Cone Drive Ze A A Back of Curb Non -slip surface require- ments, see Note 8. v Property R.O.W. Line Conc. Sidewalk B E� 2:3 O 0 0 Remove Back of Curb on State or Vertical Curbs with a vertical Saw cut 2:2 0. or Remove entire Curb and Replace as Part of Sidewalk Ramp. i i i 1.2 ii] Modified and Valley Gutter Curbs join exist back of curb 12" Textured Surface 1.0 Max Slope �� Remove to an �1/2" Exponsion Joint even joint or sawcut SECTION A -A PLAN VIEW Max Slope ©1- 1- 1�- Max Slope l I • 1/2" Exp. Joint 1/2" Exp. Joint 6" TYPICAL DRIVEWAY CROSS SECTION NOTES: 1. Provide Tooled Joints At Distances Matching The Width. Also Place Expansion Joints At Driveways. 2 if Some Physical Obstruction Exists Which Prevents The Placing Of Sidewalks As Shown, Contact The Engineering Division For Alternate Location. 3. Wooden And Other Spacers Will Not Be Permitted In Sidewalks Or Driveways. 4. No Coatings Of An Kind W91 Be Permitted On Concrete Sidewalks Or Driveways Without Specific Approval Of The City Engineer. 5. AN Concrete Shall Be 3000 psi Min. O 28 Days- 6. Concrete Surface to be Light Broom Finish. 7. Concrete Driveway Construction shall be 6' thick w 6x6/10x10 W.W.F.. Curb 4' Min Residential Street 1' City R W R 5' Min Arterial Street 2' County R/W 1/4" per Foot 3000 psi Cone 4" Thick. Constr. 6" Thick at Driveways with 6x6 #10 Welded Wire Mesh. See Note 7. SECTION B -B 8 Romps Shall Have a Tactile Surface, Textured t, a Depth Not Exceeding i/8' by use of Tamp or roller In Conformance with Requirements of FDOT Roadway and Traffic Design Standards. Detail 304 Or Most Recent Modifications. TYPICAL. SDEWALK CONSTRUCTION & RAMP DETAL NTS CITY OF CLEARWATER INDEX NO. 109 DRAINAGE EASEMENT WIDTH VARIES 16' ------------------- 12 SF BUILDING PROPERTY LINE AT - TOB 6.5 1' LL 6 FREEBOARD BOTTOM 8' SECTION "A -A" -10' DRAINAGE EASEMENT [,,,,,-PROPERTY LINE 8' 1 TOB 6.5 - - 4- � -4 SF - 4 � - - 6 FREEBOARD 2� 4 SF X 80' = 320 CF BOTTOM SECTION "6 -B" 10' DRAINAGE '1 PROPERTY ` EASEMENT _ f LINE TOB 6.5 g' - 1 6" FREEBOARD -4 SF- h\ r- 4SFX110' =440 CF SECTION "C -C" BUILDING 1 TOB 6.0 1' -r BOTTOM fa 3�t / / PAVEMENT MARKINGS TO BE IN ©CONFORMANCE W/ HANDICAPPED / � 1,4 ",� '- ,� • • '_ �y3 `-�. � / � ��.. � \ / �� ' STALL (SEE SHEET 5) M{ta � � r� H0 TUB /`• r� \ �--'� � NOTE: f0��^.- � P­ �l iE SE=1.60' 8"`JCp l � -11,, WNAI 1.95, b,:.�t1.,P \ • li; �.i%?t "�-= 1,93', h "''dr.:� REMOVE PORTIOt�OF ti x r IF. by -2.12 ; '6 "V�:f EXISTING CURB N), - R 211 901?l,Iq pJ lra� A01p6% ANY NEW CONCRETE DRIVEWAY APRON WITHIN THE RIGHT -OF -WAY SHALL BE A MINIMUM 6" FIBROUS CONCRETE, 3000 PSI WITH 6 "x 6 "/10x10 W.W.M. THE PROPOSED SIDEWALKS SHALL EXTEND TO THE CONCRETE DRIVEWAY APRON, BUT NOT THROUGH IT. REMOVE ALL EXISTING SIDEWALK WITHIN THE DOLPHIN POINT RIGHT -OF -WAY, BETWEEN THE EAST AND WEST BOUNDARIES OF THE PROPOSED PRO,iECT. ALL PROPOSED !I l` RRS S S F),E - REMOVE EXISTING SIGN SIDEWALKS WILL BE CONSTRUCTED PURSUANT TO CITY OF U�1F' i93S3C 4z63` CLEARWATER AND A.D.A. STANDARDS (SEE DETAIL THIS POroG�? DioP 7,2 =U' '� o SHEET or 0.w' CCNC. CURB -lJ ° (4'4`iDTH VARIES) 20' SIGHT TRIANGLE 0 P-', KIN(, �y5h, 5. ' •� / ';"' � `��1.5' CCS C"" B - - >c� _ • • <a -. � � -- aj1'S """�'�' ' X05 �F3 ". �`��d � _ 2� `�� *�:,. '� �� ��� ,� • ro;v 4 cRar .s; ,? ; `e - o k' REMOVE ALL EXISTING C CONCRETE FLUME `- ` cS y 3' WIDTH �� r,:" o� �,� :f ' ,, , \. 10'R , o ; .� tv0 : ARK,v j METAL POSTS (TYP) �a 0� 5• e i o -_- 5 3�, 3 Rs�, n� : �� ! 26 (6" - 3000 PSI CONCRETE) a $x.1 6.10 ''�` "�. ;� 1� x / t.00 s�., �,; ; . \ �.` 16, 0 6•Za LES � •'10 O ? 2 Dui PSTER 2 e`° ST GING GA3 µ'\SF�jC / 1.61 ASP1 \�� �j d � A, POND 200 o �/ z BOTTOM= 5.0 CONCRETE FLUME 463 LF SILT 3' WIDTH t �'\ FENCE � f /' / \�F �`� / / (6" - 3000 PSI CONCRETE) POND 100 SUB L C T P 1118 O IE 1 -- ..� x ©* TOB= 6.0/6.5 Ov / ` L.-­ r n VOL " f�/is. l BOTTOM= 5.0 FF ELEV 6.75 \' / x- SLOPE RAMP TO / CONCRETE SPILLWAY x / T / �' MATCH PAVEMENT WITH BAFFLE (3' WIDTH) / / ® ~ ,� / �~ C;' ELEVATION - SEE PAVING, GRADING / _PARKING SPACE (TYP) AND DRAINAGE DETAIL SHEET 5 � / �'`` `'�•. � �\� �� � / ;D ,his �`,'° � >�,�, ^ -\,, `\,,� •�F�e: ,�%? FOR INTERNAL PARKING REFER 70 / SEA / sir• D�-T,�I. ,r Ff F WA l C } _ C'd DETAIL ,r ( o FAC• ( sEF, )NAu l YP ) -- 1s, p0 0 is 00 'EE DE TAi! O 0 h0' O � 2S i �8 �-00 11 \09 AREA=1 7,6'4 SQ FT OF' 0.4 AcP F A, -0 DOCK CONSTRUCTION AUTHORIZED BY ?' PREVIOUSLY APPROVED PINELLAS v COUNTY WATER AND NAVIGATION AUTHORITY PERMIT # M31236 -02 10' D AI hN OF- c 0 N .0 CU a C 3 0 3 v U 7 0 a LL- 0 0 v N rn 7 0 c T v E a a� U 0 U C x ARCHITECTUAL PLANS / :.2 `f (j O 18�" s, o0 r� '- CONCRETE SPILLWAY WITH BAFFLE (3' WIDTH) -SEE PAVING, GRADING AND DRAINAGE DETAIL SHEET 5 © *TOB (TOP OF BANK) VARIES. SEE SECTIONS "A -A" THROUGH "C -C" FOR DETAILS. Q11 Q- TB P,R 2 r N RIM E:L =4.45' IE 5E= 0.13', ti "VCP JUN 1 2004 GEND ' Overland Flow Direction �,�;r•�-� �° y'� =--�- u - --�-�� - -�-� -� = Existing Sanitary Sewer &Services W =Silt Fence 6.5' 4' 8.5' H/C ACCESS �`''� -.� /� o - -- -- -- --'-'- •' --' -- - Proposed Spot Elevation -_•--'-P4-- - = Existing Watermain &Valve �� = 2-4% Existing Gas Main fir~: r 2 0% SS 6' = Existing Spot Elevation Proposed Top of Bank Existing Reclaimed Water Line = Octavio Cabrera = Existing Tree To Be Removed � = Existing Fire Hydrant SECTION "D -D'; \�" MAY 1 2 2004 Existing Sidewalk to be Removed _ �„P•,fl* No. 14663 = Existing Sidewalk to be Removed &Replaced , i DESIGNED THE SIGNATURE OF THE DUALITY PREPARED FOR: SHEET DESCRIPTION: �►� n�,, CONTROL OFFICER IN THIS SPACE OC / JD INDICATES THAT ALL REQUIRED ROGER CARSON FLORIDA DESIGN CONSULTANTS f INC. DRAWN PERMITS HAVE BEEN OBTAINED c/o Johnson, Pope, Bokor, Ruppell 8 Burns, P.A. GRAY DOLPHIN CONDOMINIUMS AND THAT CONSTRUCTION IS ENVIRONMENTALISTS, SURVEYORS PLANNERS A 5/6/04 REVISED PER CITY OF CLEARWATER COMMENTS � '• .�'.�.ep, °v,��'s+lr. UL / RK AUTHORIZED TO COMMENCE. ENGINEERS, Sr 9II Chestnut Street � ••• CHECKED 2 3030 Starkey Blvd, New Port Richey FL 34655 Clearwater, Florida 33757 HORIZONTAL CONTROL/ 3/15/04 REVISED PER CITY OF CLEARWATER COMMENTS OC Tel: (727) 849 -7588 -Fax: (727) 848 -3648 1 1/28/04 REVISED PER CITY OF CLEARWATER COMMENTS oa1E; ac TEL (727) 461 -1818 Fax (727) 441 -8617 PAVING, GRADING AND DRAINAGE PLAN ABY'0 I2i16�o2 OF 7 E.B. No. 74.21 N0. DATE REVISIONS v fT c 3 (7 U C N C 0 c 0 U C N O 0 O 0 N r fr .T Q 0 U N 0 10 2 20 4 40 E:L =4.45' IE 5E= 0.13', ti "VCP JUN 1 2004 GEND ' Overland Flow Direction �,�;r•�-� �° y'� =--�- u - --�-�� - -�-� -� = Existing Sanitary Sewer &Services W =Silt Fence 6.5' 4' 8.5' H/C ACCESS �`''� -.� /� o - -- -- -- --'-'- •' --' -- - Proposed Spot Elevation -_•--'-P4-- - = Existing Watermain &Valve �� = 2-4% Existing Gas Main fir~: r 2 0% SS 6' = Existing Spot Elevation Proposed Top of Bank Existing Reclaimed Water Line = Octavio Cabrera = Existing Tree To Be Removed � = Existing Fire Hydrant SECTION "D -D'; \�" MAY 1 2 2004 Existing Sidewalk to be Removed _ �„P•,fl* No. 14663 = Existing Sidewalk to be Removed &Replaced , i DESIGNED THE SIGNATURE OF THE DUALITY PREPARED FOR: SHEET DESCRIPTION: �►� n�,, CONTROL OFFICER IN THIS SPACE OC / JD INDICATES THAT ALL REQUIRED ROGER CARSON FLORIDA DESIGN CONSULTANTS f INC. DRAWN PERMITS HAVE BEEN OBTAINED c/o Johnson, Pope, Bokor, Ruppell 8 Burns, P.A. GRAY DOLPHIN CONDOMINIUMS AND THAT CONSTRUCTION IS ENVIRONMENTALISTS, SURVEYORS PLANNERS A 5/6/04 REVISED PER CITY OF CLEARWATER COMMENTS � '• .�'.�.ep, °v,��'s+lr. UL / RK AUTHORIZED TO COMMENCE. ENGINEERS, Sr 9II Chestnut Street � ••• CHECKED 2 3030 Starkey Blvd, New Port Richey FL 34655 Clearwater, Florida 33757 HORIZONTAL CONTROL/ 3/15/04 REVISED PER CITY OF CLEARWATER COMMENTS OC Tel: (727) 849 -7588 -Fax: (727) 848 -3648 1 1/28/04 REVISED PER CITY OF CLEARWATER COMMENTS oa1E; ac TEL (727) 461 -1818 Fax (727) 441 -8617 PAVING, GRADING AND DRAINAGE PLAN ABY'0 I2i16�o2 OF 7 E.B. No. 74.21 N0. DATE REVISIONS v fT c 3 (7 U C N C 0 c 0 U C N O 0 O 0 N r fr .T Q 0 U