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628 CLEVELAND ST
Eli AL »m APPLICATION FOR LAND CLEARING & GRUBBING PERMIT CITY OF CLEARWATER 9ghgrEpF�Q� PLANNING DEPARTMENT (127) 562 -4741 DATE RECEPT NO. .wz ji 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 herebyd'opiy f6ir'permif, t6 la687clear and /or grub the property described below. - - -- 1. Location of Property:��5 ��� t.jq•..l~,�r Er 2. Project Name: 5rAT lv,V mac 3. Purpose of clearing and /or arubbina, Am Construction i U2molltion 0 Tank Removal 0 Other 4. General description of existing vegetation, topography, and surface water (including all existing and /or proposed ditches, canals, and swales) i5 lk1AiiAvh A,0_JaA,,'& J,-T_ ;,, im tA,,6 _- eLb 5. Proposed method of debris disposal 6. Date you plan to begin work 7. Proposed method of soil erosion control f Ekl mE�T-eP_ ` IL'r -Ae./,. 8. ❑ No -Tree Verification Required Qrfr�ee 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. 51170 W_ gy Signature of Owner or O hers Re esentative Adds w." 3 %bpi Printed Name City State Zip �Gq�1 Representatives' Firm �vo�>�, 8�3 35333 ��- %7- 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 Land m 3 f. 1 O .L Based on the above comments and information submitted, the above clearing & grubbing application is: ❑ Approved As Submitted *Approved - Modified As Noted Above O Denied Signed: Date: I'D /,o City Manager or 9 esignee CLEARWATER A Brian J. Aungst, Mayor Frank Hibbard, Councilmember Hoyt Hamilton, Councilmember Bill Jonson, Councilmember Carlen A. Petersen, Councilmember 1362-0002 -GC White - Planning Department Yellow - Applicant 5-04. CITY OF CLEARWATER - PLANNING & DEVELOPMENT SERVICES 9 m Q TREE REMOVAL PERMIT NAME OF OWNER SITE ADDRESS PHONE ttii3- 'A-7 - 53 OWNER'S ADDRESS _ -h3ci -LE,� net 5z G s`f r Ar i'r:c UL LOCATION OF TREES) ON LOT L �� s� v.✓o, j.� [�'_ j�1�clS�:,t js�! SPECIES AND NUMBER OF TREES) CA i 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 REASON FOR REMOVAL: • Construction -See "A" below • Hazardous ❑ Declining ❑ Dead ❑ Other (Specify) removed is required. ; ; i .1 Recd. $ OCT 18 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 (L) Diameter of 4.5' above grade (DBH) c, Driveways and Walks h. Zoning Setbacks 01.) Surveyed Location d. Parking Arrangement I. All easements and Rights -of -Way (Ill.) Species e. Required Number of Parking Spaces (m) 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 permit issued shall render it null and void and be considered _a violation of the Community Development Code. Signature of owner or jplicqplf Printed Name Address Agency Representing OCL # % � 5 �60e, 7- s3 %�3-�r4s Tom" X13 - 2 K o1�S S City State Zip Phone /Cell Fax DO NOT WRITE BELOW THIS LINE - Not Valid Until Sinned By City Manaaer or his Desianated Aaent Replacement Applicable Code Section: Based on the Inspector's comments and information submitted, the above removal application is: 0 Approved as Submitted Approved- Modified as Noted Above ❑ Denied Sign ed:s =c ��,, Date: Community D�e e t velopm Coordinator or Designee /Inspector Valid for six months from the date of issuance. 1362.0001 -GC 1 White - Planning & Development Services Yellow - Applicant Rev. 2-03 O D rn D m . vl l 0 N U d CGC040464 In Bff0RE C O N S T R U C T 1 O N Matt Rincon Director of Field Operations 1055 Ponce de Leon Blvd. ■ Belleair, FL 33756 727- 585 -2084 ■ Cell 727 - 639 -1215 ■ Fax 727- 585 -2088 Email: mrincon @biltmoreconstruction.com -�j ; LOT 2 CLEARWAMR TOWS (PLAT BOOK +0., PAGES et Y NOT PLATTED L4 L "R_=I STREET D STREET k,w) — ------- - - - --) I I I j I I° I I ; LOT 3 BLOCK 19 a i a p �I I I ' f i y II n I n I � I• N q� I I II I - --- - - - - - - - - � —a,) 'hDGO FENCE �N 88 e (M) 2.33'(M) 45.I.R i I I LOT 12 BLOCK 19 N; _I I I .I I I i I I SECTION 16, TOWNSHIP 29 SOUTH, RANGE 15 EAST PINELLAS COUNTY, FLORICA N �ECI� I GRAPHIC SCALE I ..Ch - 20 fL LEGAL DESCRIPTION: Lots 4 through 11 and the 'Nest 2 feet 4 inches of the South 101 feet of Lot 12. Block 19, GOULD AND EWING'S 2ND ADDITION TO CLEARWATER HARBOR, FLA., as recorded in Plat Book 1, Page 52, of the Public Records of Hillsborough County, Florida, of which Pinellas County was formerly a part. DD � ,R A.. „R :1. x l-.]" ] -1 �• w� -, DE DE xD 41 NA.. vSr Le 1].] R) 0..T F C u II t-- u .,ENT lut uf.w =c E uANExr CCx1FDl E xu]wD1r IPI 114 �^ D RB D ar xDwwc CDN : cc -ETE • IPi,Z: r RuF F.Nr :� <uaT ne+ : ntFAncx r5i -1 vRElrwliA s] Lr+ - R<A.- P'. . Fn wv2.ca a u•]wEF CERTIFIED TO COMMUNITY REDEVELOPMENT AGENCY OF THE CITY 0?' CLEARIVAT ER, FLORIDA ' EAGLE CONSULTANTS, INC. CERTIFIED AS A SOUND - 1 - .F'E't LAST DA, .:F FILED vCP— 3 /12,E'. i ,4 r _. SUR'vE�CRi 0US: ALL wC:vJUENTATIG: F —D I:- ND N-SER D_ �DNATR]O wE PRE -1— SI.— LR GR CCUPANV EaEPT AS NOTED 2.) ALL BE:?a1DS <ND DISTANCES ARE A& --URED PPR PLAT AND /OR DEED !INLESS OTRE"nn'SE NOTES :) NO UN,ERGR011ND ENER 1—ENTS, NCLI]DAP,,.S DR -LTIE5 BA'vE BEEN LYATED GR �,G.n, UI,LESS OTMERMSE NOTED REREc. .,j 110 �Nc]F'JNEN15 rF RECDRD RERECTN,G EASENENT5, R10N'tS -'F- Av A;1p ACA D'an]EFSNP AFRA FJR'iISR"D iN15 'VR'.ErrR E'aCERi .S SRC.i] MEFCGr1. 5 BASIC.F SE -RNLS N R' LINE C•F CLE.ELAND ST BEING 5 eEAi B x pER FLAT ecw. I... P.aES e. s Bn "' u4'S r F RlFGPWtlGU RPVPPG5E5 C�LL'YIanORi'N° �,` <L`D -` A FLEAIDA LI EN =_ED R,E, « A.,G' NAFFER. Tu5 DRAA,NG. .ETCn. P AT ] 1 iN15 :c ID CFFPF": Nei I RA'!E COr15L —D NE FEDERAL RIJ:RANGE = :.INICTR011 FLO. N :ARD B.NNOAR* OAF, CCMUUI 1 ND I:.S PANEL '10.0015 D, FANEL EFf ECT1:E DATE B 19/91. INDEA CATE B,l19/`i2, AND NE NE"nEGN DE CRIBED PARCEL APPEAF.S TG BE IN FLOOD ZONE x. SCALE: = 20. FIELD 800 E -12 CONSULTING ENGINEERS •PLANNERS •SURVEYORS 8514 OLD COUNTY ROAD s4 NE'rJ PORT RICHEY. FLORIDA -1653 OFFI CE (727) 375 -1107 FAX (727) 37, -1116 CERTIFICATE OF AUTHORIZATION L.B. r,G. 7240 CA.., B. ED PAGE1,S1 : j }-3'C EE,EO B P.T. - FP. ELLIOTT FLORIDA LC•F.I DA PP.CF 140 -3•IAI CLI P.'•: E'I GP. AND MAPPER NO }383 E.C.E.. 1G8 N0. 030733.2 SHEET I- 1 0l 1 DATE NO RE`n S1nN ■ . U 61, xz CONSTRUCT A TEMPORARY SWALE TO DIRECT THE RUN-OFF FROM THE AREA WEST OF THE PROJECT TO THE INLET ALONG LAURA STREET. t CONC. CURB SANITARY F T_ T' SEWER CLEAN-OUT TOP ELEV, 28.25 (D �� �� 0_____ ______________ — = = = =i = --SS MAIN == - — — — — — — A2 LEVEL 4 0 K � p E - 0 A I � � L A CHIT[ CT KIP E. DANIEL 1807 ROSS AVENUE SUITE 500 DALLAS, TEXAS 15201 TEL 214.303.6200 FAX 214.303.6300 BELLOW o HERBERT LANDSCAPE ARCHITECTS 100 EAST PINE STREET SUITE 204 ORLANDO, FLORIDA 32801 407.422.4845 PAX 407.422.0699 ��OU�ID STATEMENT OF COMPLIANCE: TO THE BEST OF MY KNOWLEDGE THESE PLANS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES. a .' y- 'T jDATE jSUBMISSION v w c) m ro 00 � rK I w NEIGH BO H 's��,VICESSl CITY : A„i.,.h a xgyo,rr iMIN Ir cu Y iill�x STATION SQUARE ;;;x'r' 1wl�,il � co w CAE ARWATER FLORIDA"" "m'! :) 'Nz z 0 CL o 0 i�w�hdl' � Cp Q C LANDSCAPE PLAN (GROUND LEVEL) 4.100 JOB NO. 1-1.20 SHEET N v� 1 01 /24/05 Issue No. 1 — Permit 2 01/26/06 GMP PRICING SET 3 01/26/06 PER CITY COMMENTS 4 0 - 30%6 P-ER_CLT-Y—COMMENTS 5 d4r , U L�p OTYVCOMO15N ' L v w c) m ro 00 � rK I w NEIGH BO H 's��,VICESSl CITY : A„i.,.h a xgyo,rr iMIN Ir cu Y iill�x STATION SQUARE ;;;x'r' 1wl�,il � co w CAE ARWATER FLORIDA"" "m'! :) 'Nz z 0 CL o 0 i�w�hdl' � Cp Q C LANDSCAPE PLAN (GROUND LEVEL) 4.100 JOB NO. 1-1.20 SHEET N v� LEVEL 5 * 4 ANNUALS !=F-R. PLATING FOT A A A A ( AA2 A AA `* A �. A2C o< A4: (5) ECUALL`!' SPACED 2 "x4" WOOD BRACES - P.T. NAIL (DRILL d NAIL IP NEGE5SARY) TO SATTONS a 2x4 STAKES PLAe AT MIDPOINT 4 BASE Ea In N2=-. GO -rRAGTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION PALM TREE ==TA i L N .,or.S. I III NOTE: CONTRACTOR SHALL ASSURE 1°ER40LA7 ION OP ALL PLANTINe PITS / BEDS PRIOR TO INSTALLATION N2TM FINAL TREE STAKINe TO BE APPROVED BY LAN =SCIAPE ARCHITECT PRIOR TO INSTALLATION PRUNE d TIE PRONDS Y`V HEMP TWINE. TWO LAYERS OP BURLAP TO PROTECT TRUNK TWO STEEL BANDS TO SECURE BATTONS (S) 2 "x4 "x18" WOOD EAT TONS 2"x4" WOOD STAKE MULCH, 2 MIN. (T`r'P) SOIL BERM TO HOLD WATER, 6" TYP. PINISHED GRADE (SEE eRADINe PLAN) PREPARE PLANTING SOIL AS SPECIFIED 021ci50_02 MULCH, 2" MIN. (TY ) SOIL BERM TO HOLD WATER, 6" T!'P. �-+= °RMIPARE PLANTING SOIL AS SFTCo D. WHEN GROUND 4 SHRUBS ARE USED IN MASS, ENTIRE BED TO BE EXCAVATED TO RECEIVE !-LT e, 501L 4 PLANT MATERIAL, EXCEPT AS SP>=GV. 5�RU5 ANA C Rou I Z;� GoVE.R, Z;�ETA i L N.T.S. 02Q50_05 'FL.A`l i L.157 - STAT 10 N BOUARF. CON= 05 (SrRCUN=�Ln \l="NL) I 3" PROTMaT TREE TRUNK K/ i is t s` STRONOMST TRUNK AT C-EN71MR, �. A '0" '0000 ININISHEP (SIRLA4PI! -' I L; III —I t .; :; �• � 1 =1 11 =1 I I �.I ' I—I I I ? PREPARE PLANTING SOIL AS SPECIFIED 6" GLEAN COARSE I f —I i —r r —r r —III— BUILDERS SAND TRACTOR SHALL ASSURE PERCOLATION Or' ALL PLANTING PITS PRIOR TO INSTALLATION MULTI TRU 1< TR`~ D &TAIL N.T.S. NOTE : GONTRAGTOR 9+4ALL PLANT TOP OF ROOTBALL APPROX. I " ABOVE SURFACE TO A\/OI= PLANTING TOO DEEP PLANT6ER� POT =i� FAIL. N.T.S. IR33S AN:;) °ALMS AND PALMS Kam`! QT`! B07 ANTI GAL NAME COMMON NAME BOTANTI GAL NAM3 S 1 Z" SPAC I NG REMARKS Syagrvs romanzof ans Queen Fa Im ' A.S. A.S. u I I head LI 3 L.agerstroemio indica Grape Myrtle �`� 10' -12' x 6' -8' A.S. Multi - trunk,, Full Canopy 6' -8' �41.. A.S. ID Callon, Full SHIR, UBS, C ROUND COVERS AND V I NF_5 LJ G Ligu5trum janonicum Tree Li ustrum �,2'� 8' x 8' A.S. Multi- true, Full Canon N Nandino domestics ?-- `ove�niu5mboo 12" D.G. 42 "-48" x 8 "x12" A.S '. Callon Fvl Gana lily 'pretorla' Bengel Tiger 20 " -24" Hl;. A.S. 3 Callon, Full, I Plant per Fot F-A 157 0 3pipremnum aurevm Golden Pothos 8" Sprd. a b" Pots WRI r 1Nashingtonia robusto 1Nashingtonio Palm Pennisetum 'rubrvrn' 141- 20' G.T. A.S. Sizes on '•'Ian, Stagger Heights � J SuRU BS, C ROUND GD \/3RRS AND \/ I N3S AA 281 Agoponthus Africanus Blue Lily -of- the -Nile IS "x18" ; 2' O.G. 3 Callon, Full ANN 257 Annuals Annuals 4" Pots 12 "O.G. In Season GA II Grinum asiaticum Grinum Lily 3' -4' Sprd A.S. Cont. Grown, Full J° 30 Jun iperus 'parson i' °arsons Juniper Sprd 24" O.G. I Ca I I on, Full LAC 12Q Liriope'Evergreen Giant' Liriope 5 -10 ppp IS' O.G. I Gallon °L eft Pentos lanceolata Pentas (Mixed Colors) Imo" -IS" O.A. la" O.G. I Cal, Full, dooming Plants PM rot Fodocarpus macrophyllus Fodocarpus 4' ±Ht x 15" Sprd. 24" O.G. I Callon, Full RIA 115 Rophiolepis indica 'Alba' Dwarf Indian ?- lawthorn 12" x IS" 24" O.G. 3 Callon, Fvll VA 31 Viburnum 'ANabuiGl' AWabu�,-i Viburnum 24" -3D" x 18 " -a4" 4' O.G. 3 Gallon, Full �l5 S5 N/ibvrnum su5pensum Viburnum 30" Hit x IS " -24" Sprd 3b" O.G. 3 Callon, Full Z= 15 Zam io f urf urace Cardboard Pa I m 3 -4' Sprd A.S. 'i Ca I I on, Full TANS Q'; -'r ch lospermum asiaticum 'Minima' D a f Gonfeder!a'-e Jasm'ne 12" 5erd 18" O G. I Callon Full 90=, AND MULCH SOD 2,200 S.F. St. Augustine 'Floratarn' Contractor to Varify Amount MUL.GH 30 G.`'. Mini Fine Bark Nv ets Contractor to Vorif Amount FLA 1 7 L157 s 57A7 1 O N 50UAR C0N:7�05 � ) 7P."E'"S AND PALMS K3`' QT`' BOTANTI GAL NAM3 COMMON NAME SIZE SPAG I NC R3MARK5 LJ 4 Ligvstrum japonicum Tree Ligustrum l0 8' x 8' A.S. Mviti- true, Full Canopy N 2 Strelitzia nicolai Ahite Bird of Forodise 6' -8' �41.. A.S. ID Callon, Full SHIR, UBS, C ROUND COVERS AND V I NF_5 ANN 248 Annuals Annuals 4" Pots 12" D.G. In season GP 16 Gana lily 'pretorla' Bengel Tiger 20 " -24" Hl;. A.S. 3 Callon, Full, I Plant per Fot F-A 157 0 3pipremnum aurevm Golden Pothos 8" Sprd. 12" O.G. b" Pots Pennisetum 'rubrvrn' Fountain Crass u0. A.S. 1 Callon, Full, I Plant ber Pot LANDSGA� NO"' =5 o2�s�o_oQ PLANT 1 N6 AS I N= I GATE= 5" Ml =D. PINE SARK MULCH (T`!P.) PLANTING CON-I TAI NER, SEE SPEC I P I GATI ONS =UPON" ""`!PAR" SOIL SEPARATOR OR A PPROVE= EQUAL (I`OL= ENDS) I PARE PLANTING SOIL AS =RA I NAGE GRAVEL 02Cf =0_25 I. It the event of variation between the quantities shown on the plant list and the plans shall control. Sod quantity take -offs are the responsibility of the landscape contractor. 2. No plant material substitutions shall be permitted or will be accepted without the written consent of the Landscape Architect. 3. Fertilizer shall be applied to all planting areas at the rate of 1 1/2 Ibs & actval nitrogen, 1 r 1/2 lbs. & actval phosphorus, and 1 1/2 lbs. & actval potash per 1000 square foot of planting area. 4. All plantings shall be backfllled with a mixtvre of 2/3 of the best of the on -site, soil and 1/3 peat moss. S. The landscape contractor is responsible for the immediate repair, at his/her own expense, to any on -site utilities damaged by these landscape constrvction operations. 6. It is the responsibility of the landscape contractor to prevent plants from falling or being blown over. The landscape contractor Shall straighten, repair, and /or replace any plants damaged by a failvre to properly stake or guy any trees on -site, at his/her own expense. The landscape contractor 91111011 note be responsible for any trees blown over or damaged by winds in excess of 50 miles per hour. ?. Unless otherwise stated on these plans, the landscape contractor shall only be responsible for fine grading of the planting and sodding areas. Pine grading is described as the final .10 foot o¢ grade to be achieved. 8. The landscape contractor shall assure that this work does not Interrupt existing or projected drainage patterns. Q. All sod must be placed with staggered joints, tightly butted, with no gaps or overlapping pleces. All sod shall be rolled. 10. All planting beds shall be top dressed with 2 1/2" - 3" of mulch, see plant list for type. II. The landscape contractor shall remove his/her excess waste material from the project site on a daily basis. 12. Maintenance shall be the responsibility of the landscape contractor until such time as final acceptance of the project has been granted by, the Landscape Architect. Maintenance shall include watering, mvlching, weeding, pruning, replacement of dead and dying plants, cutting sod and any other operation necessary for the proper care of these plants. 13. The landscape contractor shall not be responsible to honor any warranty for the loss of any trees, shrvbs, ground covers, or sod caused by flooding, fire, freezing temperatures, winds over 50 miles per hour, lightning or any other natural disaster. The landscape contractor is also not responsible for any damage caused by vandalism or negligence on the part of the owner. 15. All plant material shall be Florida Number I or better in quality as described in Florida Syrodes and standards for Nvrsery Plants, Florida Department of Agricultvre. 16. The Landscape Architect shall have the right, at any time during these ooerations to reject any and all plant material and workmanship which in 'his/her opinion does not meet the requirements of these specifications. 1'7. All landscaped areas Shall be irrigated with on automatic irrigation system. 19�1lS...31�i.i UP E. A CH IT I ET KIP E. DANIEL 1807 ROSS AVENUE SUITE 500 DALLAS, TEXAS 75201 TEL 214.303.6200 FAX 214.303.6300 BELLOW =HERBERT LANDSCAPE ARCHITECTS 100 EAST PINE STREET SUITE 204 ORLANDO.! FLORIDA 32801 407.422.4845 i-AX 403.422.0699 STATEMENT OF COMPLIANCE: TO THE BEST OF MY KNOWLEDGE THESE PLANS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES. a # 1DATE (SUBMISSION 1 01/24/05 issue No. 1 - Permit 2 01/26/06 GMP PRICING SET 3 01/26/06 PER CITY COMMENTS 4 03/30 /06 PER CITY COMMENTS 5 04/13/% PEF_CI- - COMM.EKTS__ L»n ig uu6� L�LJ 1PL�A� m KEUEIVED DEVE1_01"t�IENT & I is 11 Y OF C L E A 7; tN A T E R STATION SQUARE CLEARWATER, FLORIDA LANDSCAPE PLAN /DETAI (LEVEL 5) 4.100 JOB NO. L1.21 SHEET �cr a X �1 C C� 60 I ! COORDINATE FLOOR DRAIN GRATE: 2820 I � FLOOR DRAM ARCHITECT FOR INV. = 22.52 X s `i { O GRATE: 28.20 ARCHITECT FOR INV = FLOOR 22.14 GRATES 0a I ©p I ` O EXISTING D/W TO BE REMOVED AND RESTORED AS PART OF THE "CLEVELAND STREET - STREET - I SCAPE" PROJECT. II i{ • � To FFE - .,�,�s. 1{ t-i ;._� -,-I i -�-,� ��.� 111 y.�_'!„r°`k �z�- j•-t-H'' .i__t -:� V_,.i' 1'4> - I �l I 'L _, Lf 1� u { I r i { , Iris_ i- •`-T -+ F- `-�--! 1 l _ t y , v � � � -�'` � ..:�tiK.:.w.w� �`�TI 1t �9� �i i r ! - r j i I 1 .r y I �tU o 11101111 ! 111 I� X 8 iI X Sty' I I� I I r( 1' .i 1 ,l ,r M V 0 28. ,I fl i. STAIR m LO LNV- C2(N) X END 2' VALLEY CURB ® �' OREFER TO INLINE ORAIN PULL BOXES U PLUMBING PLAN ATC � FOR ROOF DRAINS Gam' 23.50 a ADA RAMP CID r DETAI _ ° a PER FOOT 5' �J �1 C' ININDEX 304 20.5 4 0° Ilk. F/7/7 NOTE: A MINIMUM OF 8' -2" M. � 1, e4 6 ex. sani y0 CLEAR VERTICAL HEIGHT SHALL a • ° �0 ° e s sewer Ion -out BE MAINTAIN ON GROUND +° top el = 28.25 28 20 O:3 d. °S 01�E 2 V ,,,• FLOOR GARAGE LEVEL - ,, ;: I • 9 WATCH FOR -\ I n nr° q�l ° ± e / 8. X v: S ". re I Iuss °1111°alAlwdi Z _ r .. I PEDESTRIAN CROSSING. .�� ° (' Q b° ° �, s �� , C '. :T ® JIGNAGE HANDICAP PARKING -� - - - - - -- - - - -- a { PROPOSED P S� D DRAINAGE INLET PROPOSED CONCRETE r r ,_ _ I TRAFFIC CONTROL - ---- - - - - -- h °q e1- N / PAVEMENT (TYP1 I i j i = tt �.' ' .� _� L i I i ►.� l } // $TF�IWF$ (PAINT WHITE (TYP) 2p . %O ROSSING RUMBLE STRIPS HUMPS \--PEDESTRIAN n {J , / / 1 SITE BOUNDARY LIN' -- - I CENTER LINE OF ROAD k _ - - - - - - - -- • - -- RIGHT-OF-WAY - I _ .. ,w.;:._ :.. _ _ _ YbAt q I w j �kK • i�+. STOP RAR Q I) ! t `y �'✓ACK �7 �O -:.5�, ��� EX1.7!IIVV EDVL Or PAVEMENT i STOP BAR {�.� PEDESTRIAN X �, X �, I i 1 I �'��''� � - °-• � � �'-� ���„ r I d �� PROPOSED CONCRETE SIDEWALKS ii • . 2�< :; u 85 LF. 2' VALLEY CUP•° 't'* "� PROPOSED CTF PAVEMENT /I I / : r ROPOS_D CONCR� : .AV_MENT I c I ! I 3.20 1A I , 2 /.6Q / t IP P �✓ I - TRASH TY. TY, I CA� Els �� PICK -UP El DRIVEWAY PU �- ADA RAMP , HC HANDICAP II Z: PER FDOT i . I INOIX304 j 10 10 PARKING SPACES ® TYPE "D 27 8 C4� ° e I ; O CURB ex- orate inlet i!? ° grote eiev, = 27.46 S/W SIDEWALK e g bottom elev. = 23.26 I ny 4 I I R5' 5' RADIUS ex, grate inlet i PRO SED S/W grate elev. = 27.22 ' t q .A�- / - •° ^' t - �-' LF LINEAR FEET t ' �ti bottom e ev s 12 'X XT�S���, -., y .. O PUBLIC SO MIRE- RE FEET PUBLIC PUBLIC PUBLIC PUBLIC PUBLIC P BU C PUBLIC PUBLIC 1 `-ADA RAMP PER FDOT 'n WATCH FOR 8,20 INDEX 304 PEDESTRIAN CROSSING ° , 3 o X�- UI SIGNAGE `D . -i APER FOOT j ` n N > � TRAFFIC CONTROL ATC INDEX 3p4 {+ N to STATEMENT OF COMPLIANCE: J u 4 a RUMBLE STRIPS Dc v y TO THE BEST OF MY KNOWLEDGE THESE <O o { �} r.� HUMPS TYP 4' BEGIN 2' m `n _ 0, - 28.20 27.47 s PVC SANITARY PLANS COMPLY WITH THE APPLICABLE - -o : , VALLEY CURS " pG FEE - 28.40 D �O. SEWER @ 0.5% SLOPE + ° 4' BACK of t MINIMUM BUILDING CODES. D CROSS G PEDESTRIAN D __D _ 27.60 X ?s�> rn 11 o, X'u , 5, 12, 9, j , ° y i<• ✓111 `r_ m ° ° � © E/V611IMEER19VG, /NC. ADA RAMP � ? rn + z 'i o PUBLIC PUBLIC PUBLIC PUBLIC PUBLIC PUBLIC PUBLIC PUBLIC PUBLIC PUBLIC I I PER FDOT m Our company name stands for Itself.. J i INDIX '0 EXISTING DCV ASSEMBLY TO BE I I 304 � ROPOSED "DOC'rHOUSE 0 ° °'. i MANHOLE 2300 Curlew Road Sui ,,•AO REMOVED BY THE CITY PUBLIC rt ! WORKS DEPARTMENT ° i C� a683 0 ; 0 4" DOMESTIC , _ , rl { (CONTRACTOR TO VERIFY INVERT '\ t 4 Tel: (727) 789 -9500 Fox 784 -6662 ` y'r' AND COORDINATE W /ENGINES 0 (BASED ON GPM EMAND) _ IOR TO CONSTRUCTIO Palm Harbor, Florid £ A' © ® FDC t ° i www.avideng ���ti�rtr� X. \ t- - o ONNECTION - ° ' i Zl I I THESE PLANS MAY NOT ,1 �oA1 0 I, 1" IRRIGA N METER BFP , •t. ux �� Y PLUMBINGER T I SEE DETAILS i M 1711 TROUT WRITTEN,- ?IMISSION •PRCaLt b�� 6" PVC FL P G G1 C�j YI2IGHT .• V> ` DR -14 � T FOR "WYE" �9 b LiNOe� •. ... r FOR ROOF DRAINS O I i CITY DETAIL �' C• . DETAIL _ tt ° + INDIX 305 , - Alt A o eG x�Sj� Q I = v w o (.� I - x <, >; v'�10;�1 �iOIL�`,�JiOIC• .i; '110 {� OjG`I ©IG v' `j0'G`0 ;10'G v, �'! ©ICJ 41 `!O<r ,,,\?j{?jto \..�jvjo( a "CO k r ' F `^ f �/ l - -S d o 0 o e ° e _ l 11 O L < F� ' 9 OT VALID UNLE GN61�' & EMSOSSr__ - /�_. '>7�•,,` -X �.! )`• �, r 0 t - e - • d d - • e . r� x.G>'i' �. . BY A REGIS) IQ'$ER``: "' • �� i �-\? 4 %/ \ � X - ,� �}�` h �•� � cT j'{ � .fit \ � ;,� .9,. e a e a �� - � .. _ - ° � e _ � _ e ° . ° : a � a PROPOSED _ 1 \ ( �y (x` � e - _. d. _ a e e �, �MPL :d , � ��:�, � .0 a `FDC I } 5 WIDE Ca \. e x A Q CERTIFICATE O AM DAUTt BRIE N "Na► 6a39n ;C ,`/ ,.. 4 PAIN ` Cj "k'�, 6 e Q °d ° - a ! I CONC. S/W i r �. k Y LF e° x k�l � i` / , �` ��� " 1 � 8. 1 GENE TOR . d �' d ° fp I � � w , ... , . , • •,¢ ,,� ";�:. , , `� e d .e .• I (n tU jV K X , / / �.x i '\ • / �J/�f'/ // /• ! \Nl .�. \ -- -_-"�•.-'^'.' Z�. - e _ . a d `\ C / \ ., d ° -ae ° e • °: ° .I Q 0 ..r'...;- ,,e- •.�.,_ 1' `. �C Off' '!'� rC� ° � :� Y - _.._-- >:•. --: �. -a.-+. ;.�:._.- _. .. ._ _ ._ . --^- ., ��•. a .. a : d .. e 4 • $a a e. -� e e ° e ,• S! - •r. -�L �G.] 4 d e ° e 4 a °•. : e ° 01 V AA I f Gi�O o O;O',, : I i 1 I i��._- - # DATE SUBMISSI I 4'OO10fl�fl � -. � • { I I } a d 30 LF - 2" PVC SDR-26 O � �}1r -s __._. _ _ - - - -- '` i _ _ - -- - - -- X k \ ' fl r a ° 'z' I N _ 01/24/ ISSUE NO. 1 PERMIT 1 � / \ / - / �X i i_._._ iM1�j\ '' / . ^� ��( + /� Q 2 Y < .� d n I O N : (x` `S, ,``� �, xY 'V 3e a 1 OS • ,� _ nr�: X '>j� ` }(�j ` % , 5;��XX \�C 'X, n?C j%` , C ; ' �_ TYPE "C" INL ® I x. , , C �• ;�, y cn 1 2 01 /26/06 GMP PRICING SET >\ •j o x.,11`. . ` ` `,%` �,c \� \� `��\ XJ(�T. -'�� - �\ } r, - a GRATE EL = 27.60 CO CO -` in' 1< ` ' -_ x� J\ . INV= 21.00 (S) j I X x n{ I /' I a d.. 6" GA i VALVE , ... Q 3: ti 3 02/01 /O6 PER CITY COMMENTS • \ 11 �� I c t,1,„',fur _,� _''J + i O C ; ?�- '' `' .- ' ate..._ i d. -_ '�'' I�_� 1NV =23.so (N,�M . _.. ... ... Xu G' ; ; a o to + o j o I a d' 101 a o c Ic c� ... ... .. _ _ ,, ,� 2 7.6 61 3 03/30/06 PER CIiY COMMENTS Gifllo O fl,o10 O G , �fl 4,b o C,��Ol� <; C' 1 ! .. _ - - , �_�- L___ _ L4 �( A ' - - - -_- -- •� x u X R� •' _ �` 8 qa `� s, ! -' X�`,sos o '� I" 4 04/24/06 PER PROGRESS ENERGY COMMENTS � Y sQs F . A s 4 . ' v 5 05/23/06 RELOCATE PRO. SAN. SEWER . � » X A � 9� ® � 9C mod, 9 � ® S 01 59 55 E M 101.00 (M) N 88 47 08 E (M) ® 9� F <QQ NLINE DRAIN c s" DOUBLE DECTECTOR �' AMPLE 1 6 06/23/06 REVISED STORM OUTFALL CONNECTION NE DRA► ' .° STORM CEPTOR, 'c `� GRATE: 27.85 � PROPOSED OUTFALL INLINE DRAIN 2.3 3 (M) BACKFLOW PREVENTER POINT + U: SEE DETAIL SHEETS INV. = 24.10 + { I 6 06/23/06 ADDED INV EL. PER RR 3 CONNECTION, 18" RCP, ��' �'� GRATE: 27.85 INLINE DRAIN TRANSFORMER TRANSFORMER I a. ® STUB -OUT PROVIDED INV. = 24.35 INV. = 23.90 o INV =20.80 (Sj� GRATE: 27.85 LOCATION LOCATION 6' CHAIN �I,v� , t,rCE PROPOSED FIRE HYDRANT 1 BY THE CITY ® ® 0 INV =20,9f>'(M INV. = 23.80 ® ® AND GATE VALVE ► 7 06/23/06 ADD DOG -HOUSE SEWER MH /CCiY PROPOSE ORM M NV= 20. -n I AND 18" RCP STUB -OUT z / 1250 GALLON GREASE TRAP WATER MAIN TAP LOCATION $ 06/29/06 ADDENDUM #2 ADD GENERATOR m m (NOTE :CITY To CONSTRUCT MH AND 18" RCP UP TO THE R/W, I I C D O L T LOT 3 { OWNER OF STATION SQUARE TO V J J ` PAY FOR PRIOR TO CO.) OFFiCE _ PROPOSED 30" RCP (WITH STREETSCAPE" PROJECT) LOT 12 BLOCK 19 (MEWELIZIAL NME31-3 1. SITE CONTRACTOR TO SCHEDULE A PRE -SITE INSPECTION PRIOR TO 4. ISSUANCE OF A BUILDING PERMIT. CALL THE ENGINEERING CONSTRUCTION INSPECTIONS FIELD OFFICE AT (727)462 -6126 TO SCHEDULE AN APPOINTMENT. 5. 2. ALL UNUSED DRIVE APRONS AND /OR PARKING SURFACES ARE TO BE REMOVED IN ITS ENTIRETY, BY THE CONTRACTOR, AT THE APPLICANTS EXPENSE. THE RIGHT -OF- WAYS) ARE TO BE RESTORED WITH NEW SIDEWALK AND SOD AS REQUIRED. 6• 3. ANY NEW CONCRETE DRIVEWAY APRON(S) AND SIDEWALKS CONSTRUCTED WITHIN THE RIGHT -OF -WAY SHALL BE A MINIMUM 6" THICK FIBROUS CONCRETE, AND A MINIMUM 3000 PSI WITH 6" X 6" / 10 X 10 W.W.F. [SIDEWALKS SHALL NOT TO BE CONSTRUCTED WITHIN THIS APRON AREA(S)]. ALL SOD, SIDEWALK, CURB AND SPRINKLER DAMAGE, IF ANY, WITHIN THE RIGHT -OF -WAY SHALL BE REPAIRED /REPLACED PRIOR TO ENGINEERING FINAL INSPECTION. A SEPARATE RIGHT -OF -WAY PERMIT WILL BE REQUIRED FOR ALL WORK WITHIN THE RIGHT -OF -WAY OF LAURA STREET. SEE DON MELONE (727)562 -4798 IN ROOM #220 AT THE MSB (MUNICIPAL SERVICES BUILDING). THE CITY OF CLEARWATER, AT THE APPLICANTS EXPENSE, WILL REMOVE/RELOCATE ANY /ALL WATER METERS THAT HAVE TO BE RELOCATED AS PART OF THIS DEVELOPMENT, INCLUDING RECLAIM WATER METERS. (NO METERS SHALL BE LOCATED WITHIN ANY IMPERVIOUS AREAS.) [ -�- - - BLOCK 19 IX. CITY 6" WM, CONTRACTOR TO VERIFY LOCATION I IX. GAS 2" PE MAIN CONTRACTOR TO VERIFY LOCATION X Q 296 F� s� xc'A9s X Q9 7. THE C17Y OF CLEARWATER WILL PROVIDE WATER TAP, SET THE WATER X�Q9, X V PROPOSED USE: METER AND A B.F.P.D. (BACK FLOW PREVENTOR DEVICE) IF APPLICABLE. RESIDENCE UNITS: 110 REGULAR UNITS APPLICANT IS RESPONSIBLE FOR ALL ASSOCIATED FEES AND ALL OTHER 16 PENTHOUSE UNITS = 126 INSTALLATION FEES. (2) RETAIL- RESTAURANT 8. THE DECORATIVE BRICK PAVERS PROPOSED ALONG CLEVELAND STREET (COLOR AND PATTERN) MUST BE COORDINATED WITH THE NEW CLEVELAND LOT COVERAGE CALCULATIONS: STREET "STREET SCAPE ". BUILDING, SIDEWALK, ETC.: TOTAL PARKING SPACES = 293 VEHICULAR USE AREA: HC SPACES PROVIDED = 7 TOTAL IMPERVIOUS AREA EXISTING PROPOSED PROPOSED TOTAL PERVIOUS AREA 14% 39,334 SF 92.85% TOTAL SITE AREA 79% 124 SF 00.299'o X Q c4 ( F`o .�9 I N h I U H b U H rlWvI Cn CITY OF CLE ' ' MIND _- STATION SQUARE 70n;ny: u ±!u ' 2869 STATION SQUARE �LEARWATER, FLORIDA CIVIL SITE PLAN 139.00 (-` I 1 n SHEET X�Q9, X V BUILDING HEIGHT: PROPOSED 158' PARKING (PROPOSED): PUBLIC PARKING SPACES = 100 PRIVATE PARKING SPACES = 193 TOTAL PARKING SPACES = 293 HC SPACES PROVIDED = 7 EXISTING EXISTING PROPOSED PROPOSED 5,903 SF 14% 39,334 SF 92.85% 33,647 SF 79% 124 SF 00.299'o 39,550 SF 39,458 SF 2,815 SF 7% 2,907 SF 6.86% 42,365 SF 100.0% 42,365 SF 100.0% X Q c4 ( F`o .�9 I N h I U H b U H rlWvI Cn CITY OF CLE ' ' MIND _- STATION SQUARE 70n;ny: u ±!u ' 2869 STATION SQUARE �LEARWATER, FLORIDA CIVIL SITE PLAN 139.00 (-` I 1 n SHEET XI _�_ 0 ,(�` (_.I '1 - ,S 1Y I "'�- e9 7iI�,G 12- I':_ "' C lr I-, , 1�1 k' , 1 , I , �i. �1_ i, \ o ,�- 171-) . x . 1, I �, i!� . �, � X �, , ,�� '-�:) 0, , • ,'`,, I PROPOSED MANHOLE. 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I , " N" - Ix ":, ',1-7 _.;___1,-_.I_ \ <,> i <>; <> , r,;�,_� 1, ---- -1, " ----I-- -:1(4 —."- _ � , O� � 1.�� ,�." I z � " ----j v X v x -/, - -,- >: :< ,- � . . _:��,'�7-��- -I-,k -?-,-�'_-t� • --e -,,,-I--- -,�_ <,� N I I I j: - - .m..- '�� �<�,�::,,. 11 \ 11 \Z ",,, ; 1. , x _x 1". 11 - - .- '�, V " I -A .1 , _'� �y ... G—,. "' , . �,, � , , ,�, . I ,,,, , Y� / / TEL 214.303.6200 X�e " "I, ', " , , X. ,� I _ --- — ;Q-�-`:�� - 3 , W-',, Y7'�4 0 E (yj x ,, 1, I . I 11 11 -,j V .� �: -% �, ^1 /1. .� , 1%) 1 0 j 0 1 1 � I - 1\ i - ----r----- - 11 �� . . I I I I " v ." " ,../ � , " , . I ,;, - � ell I I ,Oi<',!, _��: , I, - �, I - ` /1 , X ;K,X, x� ✓X, ,,,,,, _ _e7Fd��:_T___: -71-- I�,�e., ♦ " `� � IQ, I lc� " • IIIIIIIIIIIIIIIIIIIIIII ' (h 1,\ x _�11-1 ; 11 il 'X ♦ >11 X "I, �x , X. ,,, ./ I, 6 . T 250 - - 0 FAX 214.303.6300 .- __ . " , — I 11 . . . I.", , - __7-��r,- - t "! � .. , I I I.. \" ,� � , /, ., " %./ ,,, .,( ." ,/ ,< ,�, 7 1 •,../, N .:,-v-.. 1, .. ` ��:_:,, , . N ''/ , 1%/� �iz. \I I I I I �.,O:%,�,./ " ", I � 7 _�--_,_ ;�._ � -.,) 1_i � 1 1�..._,,,,,,,,,,,,II,I,...,. 01, I I , I., " \,)/_"�� -Q , - X - - __ - "',>[{;i . , . .< 1\ ,.I- I , ., , / " � "� ., 'I., � . , , Al� � 1. I I , , 1� , ✓ ;1* ____v, ,,_� ,, ,� " Y. ., 1_1 1, 1, - , , /' `- "N." I, - " , / \�� 1.< V,�,,, I ."" � ,� . _/ '1\1 11. I ., , , X')( - �/ , ^;I � , '. I , , . � A, X. -1 / / . '. �.� , - Y , '�e _�_,� - I ,� I " ' - .. T, . ,1`r " " � I � I . , / ____ 'K, ,,< - .,� 1�',' • ;,1 I- .,--,,- ,-, . .. , - I - ,," ^./', /"% I . . .... -1.1'' I •.. , , e . - - X>11" , K . I I�IIIIII"I________III.III,,IIIIIII ... ,._I.,,II,II,IIII,... \ � . ,� . I X, ,4, ,,, >, I 'X ,-` "(-, 11-1 111) ('> 1 -, � ., \x` � � " K I / �. x x X ,),. .:, . ), ! �` ! "' ,I � __....III,IIIIIIIIIII, , I , . - i 111<,X�x Y " � >., � '. , " N/ \/ _/�� � , — , ". � . ., vr,>"',X, , ,,\, \ , `1 '^y I 2�II,,I.7�� �'. 1.,�,.,o \ \ , / , � /I I , I I, - , . I . ;� I < ,,, ,,, X X. " , " '/ '+ 11 11 . - , 1��' , , 11<1`�' _X'),", �,, , � ';,,' '.1 � . , � �_ 1-1 %x �<, , I /,_�K, ,X,��, /I 1,11% . �4 ,,� " 'V , , I . I � I � .1 ""*, X , " .Y, - - ", �, n , , , ". -1 V ^,�, �< 'X x , - ,""""""IIIIII-- .-IIIiIIIIIIII,III.-IIIIIIII.IIII.II ... .IIIIII,,III,IIIIIIIII ... x , :> " ,,� / / \ - .. ! " •�", ." ,., , _ ., .,. ., I, ., . " ", . ". \., X ,,,, .11 I -\ x � I I i I 1 7-0 -0* . , � N � , . . , , ., \,/ - �. �. � ., , , .<--,>, ,;�m:, ,,<, , \ "", , \ ,�, , ,e 11 / 1'e "I , I , , - , , e " .- X ,, , 1 . " , `� �, y >/ ,� , , 0 v ;�,' ,,�,' /\��,� /I ,� / " X", 0 ,� x ><� x J, v ., - '. , ... - _: ii INLINE DRAIN IC? . I/\ 11 / x/ v-, ,."., - I!' --" v , , � 11 X, , , '. �� I ." I >�, / � -. , , I � , . , , - , v 0 i ,,,.�,,�4---.�...-� ... x . \� . 1:\�1_ - , \ , � I �, >1� � 11%V11 /I IX x ./I I., x 'el - )< . ..... III.I..IIII.. .� , I. / .<� X, I v �, , , , /^ X,,�w,,N -- 1.1 - 7j - � , , - , X , Y ,x 1, I'll- . i I �, l"i " " /" > .1 ,�/ 1. GRATE: 27.85 ,,� -� 0- ....a.;.,>, �) 1( "i -'e'' /' 1. , , "', )�' _,x, / X"/,/ I v C, -""""""IIIII ... �IIIIIIIIIIIIIIIIIIIIII.. I ,A , � . I � - - , , \\-- - � .,! . ,_ � ^ I - A � 'IV, /, A,,, � _� X. 1� , " I x ;Y,\ x ��,/, ,-,\, ,/, ,/ I �1\11e` ;v �>/', 0�ii q --?t��- " �4,. I , v v '.x \ , , I - v N ,r,� TOTAL: 180 LF.- 12'ADS _11r , � I , -- - 4� x - I I I v i I 1. ". , ,-1, I , x-- ',,/ - '1� 1, . 6, I ;11 0, I P 025% SLOPE Iro ",�� j , �� -%'-\/ ,?`,^/ �_' � I \/ ��'. , , " - /�.' I.Z., I�X_Zxl I �,,, Y - K x -,T-<,x,e �._A�__!!! - � x ,5- 1� "z 4 '. , ., .1 . . , _j L , , I . v " ,V I,. 10,� I, t 1 1 1 .. . . �, I " V ,_�, v , - :-�71 ; , � -..,-..- /.� ,)�.il .;�', Y�'. 1'<' t x _,.: _� , 2:::� ff_,:::�� 1 3. - ,�, - U / ��� 1 'L � � i _-4- - . 7`Ir1'<'1_.,9 1 11 cr - I I i _1^1 ! Olioiloi I i " � �� , 1>: 0 ; 0 I-- . �- F7`7:::� ,::�:� : i vl< . I - _�P'�? ,.� , I .� , I cr .� , lcr .� *"`�� 9.03 = I � I , > ! � " x , �, ,x . . . x ,%� K , `� , � �.Z_,.,. , _:�.,,,, < -I- T_ , I c, , '0�,$10' , , , "`Iil1I..,"IIz.I,,IlI, 'ON/,\-- _*__r1.1 , I "I \1 - Z" , I , ipL! " ,x , i I "I - , - __ -.,I - ___ _Z:� I I r f . v 1 j7___ ��_ _�z � - =, - _`_ F-1 _j 1\,) 1� . * E�' 1r--,,�-,'- - . I D L : I Z: - . 1:] _0 I SAWCUIT S/W I - - I ,� 1 I" L_� FLOOR DRAIN . 'I I H C H I T I C T L , 1> COORDINATE -- i , - / (P EX. JOINT ,, . E�:l GRATE: 28.10 <51 , ", �, - I I I I I- * 0 I FLOOR DRAIN J WAANDSCAPE I r , , '_;�\ I I , , / �' I , X1. , . ARCHITECT FOR I I X, V . . / - .- .- � I I K "I , j ! I'- I - � . GRATE: 28.10 , .. ,: � END 2' VALLEY CURB �i�� - I " I I 1�t", \ 1, _x M ," <:;> FLOOR DRAIN . ,)� 1 IV 11 .-, ,,, X I I-/ TYPE "C" INLET �;v R. �, - -7 , � , " I GRATES ,,/ . . - , I ,_�, 1 �, * 00 � . - --� � GRATE: 27.85 I 5 r ATC I � I , &.! � -,�', I �< . , . � z � . I I 0 N`1� - el I � ADA RAMP I �5 , 'x: I * I � I . .. I (�N ,)' ,/ I � L 1�� b. . , PER FDOT . � � : -.;) - � 4 �l I 01 --- I I i . I ,�, t 01%)) I .. I . . INDEX 3M I f I . _�� __< . t-- --Wr-,.) I � ,^ � - 1 I C/) : � .. j N"`I1 �= 11 0 / -I I ! I . _[ --io --14k-Q`-2`l <> 0 - — I - / I 11 I .� I = 11 - (_� , , .. , I I ^L : & 4 .11 -7"1.1 I / / / I 11 *. ... . . � : 0(::) N \ ! 'N"�— EXISTING DAY 70 BE REMOVED .. .. . . , f I , . 6 . 14 "I �K t \,t .i. . . , . . . . / � . A I/ . 4 . .. .. .. I ex. sanit y I 00 . AND RESTORED AS PART OF THE " .. . . . 6 I I. - t - -out . I \ v I.). "CLEVELAND STREET - STREET / Z ) I .. .. . -. *... . �. - 0, 1 .4��: . . . - . � . . . I . t!I sewer Ian -out �, " , . �� sea . . : top elev. = 28.25 X ,O . . I �_ , , � . I 00 ., x , SCAPEn PROJECT. C, �,� �- 4. . I I)Q 1)n oh-I'L 7. _0i .,z I �� . I �11� 1�> 0 � I - f. � . , . . �� . , .. . III * I . 0 1 IIi . . � .. 'k ��-.- .., \1�1 SITE LEGE14D 4�1 �� � - � = 111� & . 19 I , 4 � . 6 - .. 8.11 x 5 x ,,�, . i I , '. , .. . . _.. C � . . N, .. A� 1 61 Q��� I ' , . . ,P, I I ; � �, . - . . IV , t � I I � i I � y -4 ' - . . '-g-;,;4 . . 10 K1. - • - I , � I.. - _�l . . , . .. - , . '5 ,� I _1j I : ,��4 , -- O� � I �� I /�. ..... ... It. ."k . /:r.O U I - I I. I _:1: NJ I . I . 1� " �� HANDICAP PARKING ��-> xy d'>,' 1/. .,� �-- FFE — 28 40 :1 11 — - th, : . .: .. /I .; i I I /---N I .1. IS I 1;, — I — 11 . .. / / �, C� 1,§r'c,:3� .:, . 10 j ", � — III 0 lb 0 i ^ : . \.IIII,...II.I.IIIII" X, 10 -1 � - I ; . .. . N, ... • . / f I E3 PROPOSED DRAINAGE INLET C . E_ 1�1` ! I I , \� 3v I '>I -,, K " I � I I,--- I . - .. . I N. 4 . . .. . . I / I OYT; �,,%�` � . . . CA. . . . . . I ./-,/\/", 0. 1i .... . PROPOSED CONCRETE .. %A � ,>� .%, I . . / / � / ,,, /. N . 7 � K , 4 1 . . A . 4. , I . PAVEMENT M'P) I , %& ",%'N - I i . I . . � i .. � I � ,e � III, I..t �: .. I ,\ ^1 ': , 41' - i. / " � I , ->�i 0 & .. .. - .1.4. � I" " �, - . .. BOUNDARY LINE PROPOSED CURB vy" _\Q/ ,x�j � . -.1 I - .11 / I � - SITE B - ,// , . I .. . 4 . X, X_ I - I . / / I, � >1 ". - . )� A'. -,,, .. i . , " - . / . I . .� li. 27.8 1 CENTER LINE OF ROAD r" �12'57,6. •:. . � . . 11 I I :, ( I � . . I 1. . � I.- _, .- , 0� I � .*";��; . --,?Ip.,-�;�.-,'�' , I . � I ,r-j7�. � .. � - I ,v - . , " � .1 �, I . . . : . � -1 11: , I , . - , . 1�rt '� !1 �E .-�'��..�;�;, '. ,Zm, ,�,.". .. " - , , _� - - , % , :_ :_ . i_71 r�, 6 �41_ _!�-711'.`f i. , _ � 11, I - 1, � I ,, - � � , � _�, I - I . ,.- . t40 w; � 11 �., I ,� , .: � � w ��;,-,�' ., �-.' ',� r�, - '. �,' � I; � , , .. . � - " - , I .. 0 - � ;,� 1. ."', - " - . 71!101.1,11�1'1 � ; i� � J� . - #� ,- , • .1 .., - - .I... - I 1G[ --.r8 --;, ,.,n 44: I - �., �., :��: z "i, �,, - " , - I :,�= r I _ , ttttt t 1,;t I , 11 - � . . , � I . �� . KIP E. DANIEL 1807 ROSS WE .ts __ ,:�, RIGHT-OF-WAY - ____ . 10 = _�5f _ I - I I I / , CD > I — = I I I I I ! L I I / i .. I )� - I 0 1�> I / rl, &I , I I I -0 r__ 1� 0 i I I U L_.� . L 18"WI I ft..,. �� I - EXISTING EDGE OF PAVEMENT f`: -< J-1 11_� - DE - __ , I _1�1 .��. i I f - 0 . � . I,/ It j .ic�� 1 -5* I., - . __ �. � ,.rl lxt�) I .. , ! I � II K ii 0 STOP BAR I . I I . \� . - "' / � ... 1_ , I > , : ^1 x . :?, � 11., t__, . - ,,,�, . 1 , , z i I - I I (WHITE) A <6, . x.), .� 85 LF. Z Ll. i E SIDEWALKS - 7 .: I : 4 . I . (D I : - . . . .\ I � X (� : I I ..?, �P. _< .. .. . cl,.. , i �' ! _'11 � �,j I , 4:��,��'(11)1 zc) (D IIxu ,4%wo 1.j:'=i 10 ; -9. . VALLEY CURB 1�1_1�1 I ._ ,. I - I ti I -, . i I . i - 4��E � . .4 - ! I I 0. , r- �--) r') . , vv �� N – I , – . I '\\ F_ I . A!II I m ,— J_i --i-�-A-il I � , , t 4 -__ � k --�,-14 , - ,�__ .. - . . i I - _,, �' I ; 4 WN , - - - ..�,_ I 1< �, --k:1 . . - K, I � __,�____ I! -1 I-, I-, � � V', �,�_`__ - I. - I -�, , !�t, * �, . :�� ---,- -"I 1__�- / I ` ,rN, '-�/ - ! _11C. k______1 , , , - I r _," _:_? , , - . , "I:I�,,j I �k I I II., J" �-1 I - % _{ - I I � I I . �, . t , 3 .I I —_ — . .. I I -1, i_!_.; I . . I; -1 I ;�V.b - ; f I � % — L] F_ 28.20 -- - .. . . 7.60 " , 11 M� r, . ___rl -i_ I_. - \I., .. ... . .. .. Z. - .. I i 1 i f f I I :U . , I . i ; i \�v 4�_11 i -Z - . C) , , Q05 I. I --n — . . , . , i I . / I TYP TYPICAL I 11 , : I -4, . . th: A. ; . : I + -_,..-; I — TRASH ! . � / 11 i i . �_) I 111 I 1 L _1 . ; i / I I ; -.-.I �.__j I ; I I-. � i 1 1 _j O, PICK-UP I ; / / i I I . 4 ADA RAMP 11 ? / i I I , I / I HC HANDICAP - , . I 4� I A, P i " . / I ! " - -_ -4-- "I � I I .\(,-)" I ; 11 I F-III[I Ell] DRIVEWAY "., \�� .. I 1.8. ; ! , *. F! _i. . = -11 PER ; / / / 1) - _., _ 28. 0 1 11 — - — I . I , . ; - . _1 �_�. D j ";, i INDEX 3N I i / ! I �J T_ . � 1. - . .1 I ,Boo ! I 10 PARKING SPACES i� ; TYPE . -1 1'_,'1_1 1 1 j i I k : . 1: , . -,-- - ') -7 fh:�� �1 I / Ro ii _ ___t� - -,--,. I 11 - I , -.I-- . _ .. � - , ii I . - - - I %!1 - ; --. .:t� ;1 ! _\. Q, � ; I I ---Q-.0__ i-- .,,---, . 0 \1 , 6 . .. , " .51 � 11 " 00 Z -:Z-,�-- --- - . " Il- V� 1, --- 11 I N) " I X ,�_ ' • . "'. 1 ii , 0 f , til11 ' 'I.--.- M! ( , - 1- N!!: ---' � _,j . !_ I . 1 1<,, , I ,Ii ;H1 I; I: - � ---,,.--.. � it �!<> ------- it : I " KIP E. DANIEL 1807 ROSS WE .ts __ ,:�, RIGHT-OF-WAY - ____ . 10 = _�5f _ I - I I I / , CD > I — = I I I I I ! L I I / i .. I )� - I 0 1�> I / rl, &I , I I I -0 r__ 1� 0 i I I U L_.� . L 18"WI I ft..,. �� I - EXISTING EDGE OF PAVEMENT f`: -< J-1 11_� - DE - __ , I _1�1 .��. i I f - 0 . � . I,/ It j .ic�� 1 -5* I., - . __ �. � ,.rl lxt�) I .. , ! I � II K ii 0 STOP BAR I . I I . \� . - "' / � ... 1_ , I > , : ^1 x . :?, � 11., t__, . - ,,,�, . 1 , , z i I - I I (WHITE) A <6, . x.), .� 85 LF. Z Ll. i E SIDEWALKS - 7 .: I : 4 . I . (D I : - . . . .\ I � X (� : I I ..?, �P. _< .. .. . cl,.. , i �' ! _'11 � �,j I , 4:��,��'(11)1 zc) (D IIxu ,4%wo 1.j:'=i 10 ; -9. . VALLEY CURB 1�1_1�1 I ._ ,. I - I ti I -, . i I . i - 4��E � . .4 - ! I I 0. , r- �--) r') . , vv �� N – I , – . I '\\ F_ I . A!II I m ,— J_i --i-�-A-il I � , , t 4 -__ � k --�,-14 , - ,�__ .. - . . i I - _,, �' I ; 4 WN , - - - ..�,_ I 1< �, --k:1 . . - K, I � __,�____ I! -1 I-, I-, � � V', �,�_`__ - I. - I -�, , !�t, * �, . :�� ---,- -"I 1__�- / I ` ,rN, '-�/ - ! _11C. k______1 , , , - I r _," _:_? , , - . , "I:I�,,j I �k I I II., J" �-1 I - % _{ - I I � I I . �, . t , 3 .I I —_ — . .. I I -1, i_!_.; I . . I; -1 I ;�V.b - ; f I � % — L] F_ 28.20 -- - .. . . 7.60 " , 11 M� r, . ___rl -i_ I_. - \I., .. ... . .. .. Z. - .. I i 1 i f f I I :U . , I . i ; i \�v 4�_11 i -Z - . C) , , Q05 I. I --n — . . , . , i I . / I TYP TYPICAL I 11 , : I -4, . . th: A. ; . : I + -_,..-; I — TRASH ! . � / 11 i i . �_) I 111 I 1 L _1 . ; i / I I ; -.-.I �.__j I ; I I-. � i 1 1 _j O, PICK-UP I ; / / i I I . 4 ADA RAMP 11 ? / i I I , I / I HC HANDICAP - , . I 4� I A, P i " . / I ! " - -_ -4-- "I � I I .\(,-)" I ; 11 I F-III[I Ell] DRIVEWAY "., \�� .. I 1.8. ; ! , *. F! _i. . = -11 PER ; / / / 1) - _., _ 28. 0 1 11 — - — I . I , . ; - . _1 �_�. D j ";, i INDEX 3N I i / ! I �J T_ . � 1. - . .1 I ,Boo ! I 10 PARKING SPACES i� ; TYPE . -1 1'_,'1_1 1 1 j i I k : . 1: , . -,-- - ') -7 fh:�� �1 I / Ro ii _ ___t� - -,--,. I 11 - I , -.I-- . _ .. � - , ii I . - - - I %!1 - ; --. .:t� ;1 ! _\. Q, � ; I I ---Q-.0__ i-- .,,---, . 0 \1 , 6 . .. , " .51 � 11 " 00 Z -:Z-,�-- --- - . " Il- V� 1, --- 11 I N) " I X ,�_ ' • . "'. 1 ii , 0 f , til11 ' 'I.--.- M! ( , - 1- N!!: ---' � _,j . !_ I . 1 1<,, , I ,Ii ;H1 I; I: - � ---,,.--.. � it �!<> ------- it : I " ".., I � 'I . K : _0 — - ��,�,.!: <� i -�> ] i 7 V--,:-,' - �_L__i , ,�, ',v , -., , 1 -, - " , - =e;- �� "I - , M 11 _ 9-0,3' 1 1 _n _\ 1_�> 1�,__, i�p . ,�� 1 1 1 1 1 1 0 1 .1 I I i : 18" RCP It . I . .!/ . I I - .1 I 11 I CURB i -1 . . ,,-< rote in8 - � t I I � / _. CIO. .1 , ,o. i-_�'. = 27,4:3 t ; .! SIDEWALK / . 'a ,..�, I i ., :- . I ..." 11 % It ! i , ,,�, '.1 � I - I .. ,.. It � R5' 5' RADIUS 4. 1�1 I I % 1,,,�� i. I [ j. 4 i '. -'x. gro�t� � � . 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A . 111 (,c, I - .. .... 1=111 . . � . � ;c �_n � - BEST OF MY KNOWLEDGE THESE �. . 4 . . . . . , Ill i BEGIN Z i� , z TO THE - I ! I i - � VALLEY CURB Ln i ,� D LAMS 'COMPLY WITH THE APPLICABLE: .1 I I I .- � i I — W Cn I FIFE — 28.40 - ____i_ . F28--20,- . � 1 27.471 �1_1 i- --I OINIMUM BUILDING CODES. b.: .. I, i . I K I _�/ 1 / le� .1 . . I � I 1j . : . C I' - . . I . 1 1 1 > A : ;z; - , I -1 > � . I I "K -I z ; .- � " 1-1 I", i - - / , il 2760 'I, ,� ,,�, x � < - _11� I I I - _�1'9 ., �_, . I . ''. . � �_� —, . - M - - I - , - . i_ � I I 9' Is; " . � 11 N11 . 1� ��T ,� 18"WIDE --,,' ; : .;/ 7', 4�, 1 I I 11- L , . .& I I � ,-�` --,--j �� " i I � STOP BAR . s __;� - I � . i i . :,- Jl I I . I / I : . . L A j "_�-,_ \' 'L 4:� 4G //VC. I I 1, ADA RAMP .. ,G1VG1A(EER1A( , I - (WHITE) - . k 1; ___4 �� :3 i - I 4"'...."l- 1 ' Ft �, I r� I Our company name stands for itself.. n n . 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I .* I i ��t,_ # DATE SUBMISSION �/"/'4� . � I I 1 I I � . . . . . K .- . . a . . . . I I III,< = x I ", I I �, .. - I, I : I 1`777, bba - - . . -.,. . %. - * .. . � � , �L ;I.>;,;� I Q 1 ✓Q I 1 - �- - 16 - - & - . � ; _Z--- , V , " <��, ��IIIIIII`I � . . � � . .. . . . .4 . _. N, - � E-,e 0 1 N ..�� I jj � to .l, - >;� </l / �47-� . � I I � �11 "I - . ;rye , , 11.1 ,,, . . : .. - :" & I - I I I .[;, �- 17, 11 , : __ .,��y , �� : ; ---... - , . ;x � , . .1 _ I__ : . .. � , . � . . . A t, b- . .. I . . .. . � . i I l,. . . In a:: .. ; 01/24/05 1 ✓ X , �_�'�'_A ; ., � �, I -v � :: — 1 1 ISSUE NO. 1 PERMIT ,> , i I � -\- _�� .,�,,/-x . /1� I --.-- --,--.,-, I. ..____.__.__�_1_ I _� ___.___.___ � v v 1 . t, : . ,c . .. . .4 . . i * -.% I I i , 1. ,`� , �< ,� 'x ,X - ", " � , . _. 117 b . . . b '.. . - - %� ..A -h b"\�;Icl lb- 911 I i�� 0 Q i\_1 . - 7,�' , , 7,,,�� " " �_A -, . . b A' '�_____._ 1 � It I , , - ____ . x � ", ,< , .K , " I , , . . - /1-x_; ,,,, - � " 17�11' v ` Y\ x � �, 71 . 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I i I I __ '. <11 , x x , , ',/ V , " V �,_��_. � � , - ,� X* 'x">:, j" , x 'x�,'<,/, 1\ �;" 4- ,-,-,��,- , /- ,^�/, "/" ",'"-,�, , , ",(-� -, - , . a � . � b .. . . � FDC—/ ! ; 11 � 3 0 ; — - , , , I '' , , , , .- __ INLINE - 6_1 �� . , /N - .� y .1 ;/ / "' , . ,.,/ / ., " ".� ,\I _-, " - I - 11 - . . . DRAIN- ... . ... ... . ... I "v 1; ----- - , .11 - 27.66 1 11 I -, - , ,��, , GRATE-' Z.85 ,e. . .. ..._... :1 � I 1 =3 to ___ 10 " ", x<1 11-121. �-,.,-,',�,-'-�-.��\-�::�,.N-"-,�L,i4- -i--l— I .�)L - - I / , 5� X_ -1c, .x1_'xv' � - -i � _? . I 1 I � ;<11I . X, ;,�, /. X, ....'� � 2. �� I i k, 01 /,Xll,� " , /1v I/ 0 <x i ,I, I 11\-> I I'll I 0 i 0 f',�/" / �* —.41 , 11 . I I �, ___ ___ ---y _: , I i I - , - I 111 I I - "Y" , , 10 ___e\.��1Zz___,_ -, � -- � % � L , r ) If, i � I- .'�� �'..,�, I - - __ , II I , ,C� 1 i ^ �� io; "') i<> � x ,7 J�, 11 - - . ! Q-1 --, ; e", � <> 1 0 � ,',,I ,,^> 1 <>!'o i 1 I; , ,l '1, <��J. ��,". 0 j0 � 0 1 0 j \,- ..4.:1_--- x . �� , "-> 'L<> L'q� i, �. t:S ", 1 <,-> i 0 — 1 )4 ".A..; - I - __ L_.___L_ ... . .. _... _... _... — � ) ) I I I I I - I _� I - I--, y- -- .___j___. - ____ I� ." I � 1 .2 . , ,,�,, � I * '`>`I. ,/> I - . 11� I * F <�_ ."A -1) / I / - ,7 7 ___ � i - X v" 4� �� A \ /\ GATE VALVE It -1 ... - `'�, ,�,, d I > 11,��, ,.-��- � 1. �r . v - I � '. It t� ,:"- - ,5, � �11R_ - - , . — -0- � I <�� . — — - ,; - , , I �- W ur - - - _!�:"_ — _� �_ - - '. W__ - 91___-___ - �_ —, ___j . v sx__19_��9__ �ov> , , I — <?;Y. I _L4 da�L , ,:�. , 1 I 11: I � - __ . . , ,� q,_1 '.. " - /� , I _(t�\,�� , i , 11 - _11- 1-,� I I Li I L�� �y U �� L;,1 ( — ... —I _0 I i 11__*\IIx F - - - - I i�i' � . 0 (51 ,.- I It"--- 11 I X .7 a I I 'Z - __ -1 I I, 7n \ . 11 I - I I X ,,� ,_3 �� __.�, ,9 V11 " (:� 11 \ i �;,), t k.; - ( IV, �� 101.00 Q - <�,� 0 V IRRIGATION METER BFP le -. 'A, 1 7:-__� . IS *59'55 � M -47'08" , � I 3? . I, , t i v . -E (M ) -v �� X' __;, �, •, I I � I <� .17 , I ! 1, I I �e'� '_� _�� I - I _/ N 88 � --j >-, i I 11 H -0 1�_�_ = ...." .... l..I1.I..1_.I.I1!5r� \_ . , • i - - I I I ; I I I R. I I z -1 77 i 0,2 � . 11 SEE DETAIL SHEETS 1\!__4NLIN0_0RAIN 2.33, (M) C" __x 6"DOUBLE DECTECTOR I I a I : I � I I I STORM CEPTO INLINE DRAIN I I I '17 C.0 It ; GR ", 27.85 1 GRATE: 27.85 11� "I--"' 1, I 6' CHAIN LINK FENCE BACKFLOW PREVENTER I i I i !I 01 rr_; 4k4jjC . I I 0 1 1 1 1 . 0 1 i ,----' - PROPOSED FIRE HYDRANT II I i : Ill , I , ; I 1 • _n -11 I I ` PROPOSED OUTFALL CONNECTION PROPOSED 30- RCP "" us P O S — `- 'STREETSCAPE' PROJECT) 0L � I CL LOT 12 BLOCK 19 GWENEIRDUL M07ESI-3 M 0 V) {+ - 1`1 V( i , - i10. i lllil I I I_ - I -1-i") I W wo ' (z L I --I : .1.1 ,:�-i N E 0 � I WATER MAIN TAP LOCATION , IGH80.9 1_9 I � , I�lz , z . �400D SERVICE .-� Ci- � C.L_PAomiATrr- I 111Z I LOT 3 EX. CITY 6* WM, CONTRACTOR TO I - F � li , y C = - T I . I - I � — . F_ 9 VERIFY LOCATION 11 1. SITE CONTRACTOR TO SCHEDULE A PRE-SITE INSPECTION PRIOR TO 4. ISSUANCE OF A BUILDING PERMIT. CALL THE ENGINEERING CONSTRUCTION INSPECTIONS FIELD OFFICE AT M462-6126 TO SCHEDULE AN APPOINTMENT. 5. 2. ALL UNUSED DRIVE APRONS AND/OR PARKING SURFACES ARE TO BE REMOVED IN ITS ENTIRETY, BY THE CONTRACTOR, AT THE APPLICANTS EXPENSE. THE RIGHT-OF-WAY(S) ARE TO BE RESTORED WITH NEW SIDEWALK AND SOD AS REQUIRED. 6, 3. ANY NEW CONCRETE DRIVEWAY APRON(S) AND SIDEWALKS CONSTRUCTED WITHIN THE RIGHT-OF-WAY SHALL BE A MINIMUM 6" THICK FIBROUS CONCRETE, AND A MINIMUM 3000 PSI WITH 6"X 6"/ 10 X 10 W.W.F. [SIDEWALKS SHALL NOT TO BE CONSTRUCTED WITHIN THIS APRON AREA(S)]. I I I I I . I X 9, X 1', X V - I ,�.' Z� , .11 � 1 06�, I I I Sff[E DA7A MNLIBLE-M_ ALL SOD, SIDEWALK CURB AND SPRINKLER DAMAGE, IF ANY, WITHIN THE RIGHT-OF-WAY SHALL BE REPAIRED/REPLACED PRIOR TO ENGINEERING FINAL INSPECTION. A SEPARATE RIGHT-OF-WAY PERMIT WILL BE REQUIRED FOR ALL WORK WITHIN THE RIGHT-OF-WAY OF LAURA STREET.'SEE DON MELONS V M-562-4798 IN ROOM #220 AT THE MSB (MUNICIPAL SERVICES BUILDING). THE CITY OF CLEARWATER, AT THE APPLICANTS EXPENSE, WILL REMOVE/RELOCATE ANY /ALL WATER METERS THAT HAVE TO BE RELOCATED AS PART OF THIS DEVELOPMENT, INCLUDING RECLAIM WATER METERS. (NO METERS SHALL BE LOCATED WITHIN ANY IMPERVIOUS AREAS.) I 7. THE CITY OF CLEARWATER WILL PROVIDE WATER TAP, SET THE WATER PROPOSED USE: METER AND A B.F.P.D. (BACK FLOW PRIEVENTOR DEVICE) IF APPLICABLE. RESIDENCE UNITS: 110 REGULAR UNITS APPLICANT IS RESPONSIBLE FOR ALL ASSOCIATED FEES AND ALL OTHER 16 PENTHOUSE UNITS = 126 INSTALLATION FEES. (2) RETAIL- RESTAURANT 8. THE DECORATIVE BRICK PAVERS PROPOSED ALONG CLEVELAND STREET (COLOR AND PATTERN) MUST BE COORDINATED WITH THE NEW CLEVELAND LOT COVERAGE CALCULATIONS: ,EXISTING STREET "STREET SCAPE". BUILDING AREA 13,000 SF PARKING & SIDEWALK AREA 26,057 SF TOTAL IMPERVIOUS AREA 39,057 SF TOTAL PERVIOUS AREA 3,308 SF TOTAL SITE AREA 42,365 SF I I I I I I EX. GAS 2" PE MAIN CONTRACTOR I X ,,70 TO VERIFY LOCATION X ,7_ I x ,�,� �, I <11 17 �(� <Izl' .� , q- k �, . OQ , , BUILDING HEIGHT: PROPOSED 159 PARKING (PROPOSED): PUBLIC PARKING SPACES = 100 PRIVATE PARKING SPACES = 193 TOTAL PARKING SPACES = 293 HC SPACES PROVIDED = 7 EXISTING PROPOSED PROPOSED 31% 31,243 SF 73.7% 61% 7,116 SF 16.8% 38,359 SF 8% 4,009 SF 9.5% 100.00/0 42,368 SF 100.09'0 I �� STATION SQUARE — i X 5�0 x i x 6�. 1 1 v ID - -)o I � I .:,;IQ .�7 ,,----,O I j "7_0 `�", 6 J, �� - ' . '� '56' � I � 0,-'4 CLEARWATER, FLORIDA I � I -, I - T 1��11�� � I <��'__'Il � I IQ i � I � I I I -,I CIVIL SITE PLAN . � � I I I I i � � I ll� I Ui I i t — , � i . _____ I, 0- CTI : — ! Lr) � 3139.00 C1 . 1 0 I OB NO. SHEET I I — . . " I I EX. GAS 2" PE MAIN CONTRACTOR I X ,,70 TO VERIFY LOCATION X ,7_ I x ,�,� �, I <11 17 �(� <Izl' .� , q- k �, . OQ , , BUILDING HEIGHT: PROPOSED 159 PARKING (PROPOSED): PUBLIC PARKING SPACES = 100 PRIVATE PARKING SPACES = 193 TOTAL PARKING SPACES = 293 HC SPACES PROVIDED = 7 EXISTING PROPOSED PROPOSED 31% 31,243 SF 73.7% 61% 7,116 SF 16.8% 38,359 SF 8% 4,009 SF 9.5% 100.00/0 42,368 SF 100.09'0 I �� STATION SQUARE — i X 5�0 x i x 6�. 1 1 v ID - -)o I � I .:,;IQ .�7 ,,----,O I j "7_0 `�", 6 J, �� - ' . '� '56' � I � 0,-'4 CLEARWATER, FLORIDA I � I -, I - T 1��11�� � I <��'__'Il � I IQ i � I � I I I -,I CIVIL SITE PLAN . � � I I I I i � � I ll� I Ui I i t — , � i . _____ I, 0- CTI : — ! Lr) � 3139.00 C1 . 1 0 I OB NO. SHEET I I — . . " I I �� STATION SQUARE — i X 5�0 x i x 6�. 1 1 v ID - -)o I � I .:,;IQ .�7 ,,----,O I j "7_0 `�", 6 J, �� - ' . '� '56' � I � 0,-'4 CLEARWATER, FLORIDA I � I -, I - T 1��11�� � I <��'__'Il � I IQ i � I � I I I -,I CIVIL SITE PLAN . � � I I I I i � � I ll� I Ui I i t — , � i . _____ I, 0- CTI : — ! Lr) � 3139.00 C1 . 1 0 I OB NO. SHEET I I — . . " I F I`, ,.� I i Lam' I I If 0' 20' 40' SCALE: 1 " = 20' r.. I DATE ISUBMISSIM,7 1 01/24/05 ISSUE N0. 1 PE 2 01/26/06 GMP PRICING SET 3 02/01/06 PER CITY COMMENTS _ ;O' . u `i U t✓ U I Un._.1 uL �a) a s v '.3za - e vs I v x V 6.. Wit.: A R C H I T I C T KIP E. DANIEL 1807 ROSS AVENUE SUITE 500 DN.LAS4 II XAS 15201 TEL 214.303.6200 FAX 214.303.6300 STATEMENT OF COMPLIANCE: TO THE BEST OF MY KNOWLEDGE THESE PLANS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES. - ,atu.�' may-" •�j�. , EVG //VEERING, INC. Our company name stands for itself... 2300 Curlew Road, Suite 100 Palm Harbor, Florida 34683 Tel: (727) $9 -9500 Fax: (727) 784 -6662 www_avi den q.corn THES �,. NOy'Z , COP,I�D AND/ OR MODIFIED. . t wF�9 ewssiO'7 FROM A%A _ �n '1(1C. tbCO Vl&T 2002 a NO:L'VAtID 111V1��SF?SI N 84•INBO",SEO A; REGtSi�Rt6 EMta11 cR CERT;4�� EIVGfNE�R71� ,` P -CA�� t1'11 rd7t TfON�No. 6139 * i. DEVELOPMENT & NEIGHBORHOOD SERV! I STATION SQUARE CLEARWATER, FLORIDA ,CLEVELAND STREET STREETSCAPE PLAN EXHIBIT 03139.00 C1.11 JOB NO. SHEET I DATE ISUBMISSIM,7 1 01/24/05 ISSUE N0. 1 PE 2 01/26/06 GMP PRICING SET 3 02/01/06 PER CITY COMMENTS . u `i U t✓ U I Un._.1 uL �a) a e vs I v I DEVELOPMENT & NEIGHBORHOOD SERV! I STATION SQUARE CLEARWATER, FLORIDA ,CLEVELAND STREET STREETSCAPE PLAN EXHIBIT 03139.00 C1.11 JOB NO. SHEET