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09/14/1998 (5)09/14/1998 1521 DREW ST DREW ST WIDENING To: Rich Baier, Public Works Administrator; Bob Perkins, Engineer II; Mike Quillen, Assistant Director, Engineering, Robert Guercia, Engineer III; Jeff Daniels Interim, Fire Marshall; James Maglio, Solid Waste Superintendent; Chuck Warrington, Managing Director Clearwater Gas System; Leslie Dougall-Sides, Assistant City Attorney; Tim Kurtz, City Landscape Architect; Debbie Richter, Parks and Recreation; Mike Gust, Engineering, Zoning Review (Earl); Certified Site Plan File From: Mark Parry, Planner Subject: Cei'ti~ed Site :Plan -Drew Street Widening ~ {Parce1~:104) Date: September 14, 1998] Your involvement in the DRC process is greatly appreciated; if you have any questions, please feel free to call Sandra Glatthorn, Planning Administrator. * w,~ ENGINEERS PLANNERS "Qualify By Design" TAMA4 BAY ENGINEERING,INC. A TBE GROUP COMPANY SR 590 (DREW STREET) WIDENING PROJECT WPI No. 7117121; State Project No. 15150-2501; Segment No. 2570331 Informal Plan Review by the City of Clearwater INFORMATION SHEET: PARCEL NO. 104 CURE PLAN REVIEW Address: 1521 Drew Street; Cure Plan Dated: September 8, 1998 Prepared and Reviewed by TBE: James S. Murphy/Randy Kranjec SITE DATA "BEFORE" CONDITION "AFTER", CONDITION_ Site Area (Lot Width) 7,241 sq. ft. (60 ft.) 6,565 sq. ft. (60 ft.) Building Squaze feet 1,549.7 sq. ft. 1,549.7 sq. ft. Building Coverage 21.4% 23.6% Front Setback (25 feet) 24.94 feet 13.64 feet Front Yard Open Space (Front Yazd) 20 % 25.8% Size of Front Yard Landscape 330 sq. ft. 400 sq. ft. Total Pazkin S aces (No. re uired) 3 (2) 3 (2) The site is zoned Residential-8. The proposed Cure Plan [Not for Construction] concept for the portion of the site that has been impacted by the right-of--way acquisition for the widening project has been prepazed and reviewed by TBE. Upon informal plan review by the City of Clearwater Development Review Committee, the Cure Plan is to be in compliance with the following City of Clearwater codes: Chapter 40 -Zoning • Side Yazd setbacks, and • Number of required parking spaces. Chapter 42 -Uniform Development Regulations • Parking dimensional standazds, • Buffering and screening requirements, and Review Approval -- _, SEP 0~9 ~9~ Based upon informal plan review by the Development Review Committee, as the Development Code Administrator, I would recommend approval of this plan. Further, that the proposed cure plan does have a waiver or variance to Sect. 40.106 (5) (a).1. In that the remainder property has less than the required 25 foot street setback as a result of the widening. Sect. 40.106 (8) (b) In that the remainder front yard does not meet the 40 percent open space requirement which has been reduced to provide for the pazking utility which existed prior to the widening. Pursuant to Chapter 45.23, as the City of Clearwater Development Code Administrator, I would recommend approval of this variance request. Signature (City of Clearwater Development Code Administrator) ]:\DOC1\00280\00280001.00\Par 104.inf G Date 18167 U.S. 19 North, Suite 550 Clearwater, Florida 33764 727.531.3505 Fax 727.539.1294 L•\CAD\00280\00280001.00\P104\104A.dwg 0 f m O m~ 2 m O m N00'02~33"E 36.799 m (120.73') i I I i L'::. ' 1 I: ao 8' I I I -~ { I ~ I I `~° I N I ~ I ~ I o I m I I ~ I ~ I I~ I I~ I I~ I I o = I --i 13 nl N ~ I zl A I rn rl ~ 0 I ~ ~1 r m I " '' I ~ ~' I zl I ml I I I 1 I I I I i WOOD FENCE N v 1 ~ _ ~ O ~ ~ z r m ~ D ;0 r~* ~^ ~ x m D m m z n m 0 O W. A m N n ~o D orn 0 CHAIN LINK FENCE WATER SOFTENER ~~ t ,I ~' 5.609 m 32.0' (18.40' ) Z Z m ~ CO .Z~7 o ~ „,,,~ I ~ m ~.... 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R.o.w. SR 590 (DREW STREET) R.o.w. PARCEL 104 Project N HIGHLAND AVE TO NE COACHMAN RD Parcel MICHELLE M. GRIEWAHN, ET VIR m ~ " Z BEFORE CONDITIONS TAMPA BAY ExGINEEBING ING Sheet 18167 U.S. Hwy 19 North, Sulte 550 Title Cleorweter, Florida 33764 (813)531-3505 Fax (813)532-9891 E-MaA:tbetrona6digitel.net Z~ Ua ~OOOC R.O.W. Mgr. ~ JSM Checked/OC RAT CADD By CTH ~~ 0 TBE Proj. ~ 100280-001.00 Scale: 1'- 20' N D $N ? f~ ~ N .ZD7 O Z1 ~ m D r ~~ 8 d~ 8~ 4' BIKE LANE - ~ G~ 43+40.000 S89'09'09"E @ OF SURVEY AND ~ OF CONST SR 590 (DREW STREET) 4' BIKE LANE ~~ Fo 1.s coNC s/w 889'09'09"E 18.289 m (60.00') ~ ° CONCRETE E ,~ WOOD RETAINING WALL N ~ N .- Nj a ;~ 2" PINE DOOR PLANTER 14.0' b 8' UTILITY EASEMENT QY i O z UJ ~ F a a 3 n w . U w 13.1' b 1p N 21.0' DOOR m E m ,~ HOG WIRE FENCE "' WITH GATE n N , O 0 0 z PRINKLER HEAD 1.568 m (5.15') N ~ m ONE STORY w CONCRETE BLOCK n a Y U a ~'7 O ~ m O U Z w E '` w~ 48.2' n 3 a COVERED BLOCK N) U = ~ 3 PATIO PAVERS 3 3" CITRUS 10" PALM F~ N N N O O N 1" TO 4" PINES 2" WILLOW ~ v z w 0 0 0 - ----------------------------' 3 CHAIN LINK FENCE N89'16'S0"W 18.290 m (60.01') ---------------------- I<~]sI I0. ~K~ ~I I~~~ I I~D o ~ m N ~^ ~ ~ Ilul' ~IIILII''f = U s _ ^ s ~c~~ ^ CSI'T~7 ~~0~ ~ ~ < aE~,wo S ~ k ~, a IIn~I z ° ~ ~ I I o'n; o NM~ Si ; u NTS .n«_~ o ~ I VICINITY MAP I ~ LEGEND ' ~ s;a ~ ~Ma W ~ ~'n -'°-°•-•••- EXISTING RIGHT-OF-WAY °" ° AND PROPERTY LINE Z ~m~ _ „° - - - - NEW RIGHT-OF-WAY ~ 3 ~ f ~E ~ AND PROPERLY LINE w ~ ~ ; ° W ~` DIRECTIONAL ARROW ~ ~ C °;~W (FOR INFORMATION ONLY) a ~ ~ ~ ~~ c ~ s,~ ~ °° em W J ~~~~ I c_U G 3v u Oo SURVEY LEGEND ~ a N ~20 OAK TREE &DIA AT BREAST HEIGHT ~ ~5„ PINE TREE &DIA AT BREAST HEIGHT Z UNKNOWN TREE &DIA AT BREAST HEIGHT Q ~ W ~6 BUSH ~ SHRUB _ ~ SURVEY INFO WAS PROVIDED BY: W V V NORTHWEST ENGINEERING, INC. ~ O Z ' i , ~ 20 40 NOTES: F' V ' THIS PROJECT WAS SURVEYED AND MAPPED ~ W Z SCALE: 1 ~~ = 2D~ I N METRIC UNITS. ALL CONVERSIONS OF ~ Z ~ ENGLISH MEASUREMENTS TO METRIC ARE W Q F. BASED ON THE RELATIONSHIP OF 1 METER ~ f' 0 EQUALS 39.37 INCHES. " W Z ALL PROPERTY AND RIGHT-OF-WAY ~ Q 0 INFORMATION WAS OBTAINED FROM N V CURRENT RIGHT-OF-WAY MAPS. ~ Z ~ . , N J ~-•• ' 2 LL i i ~ SEP p~ 1998 I L'. ,..,...., Z ~_ °~ : '_~~ ~~_~ ~~. ' . ,~, NOT FOR CONSTRUCTION ~ ~ v 0o v~ .~ rr WP.I. SEGMENT N0. 2570331 ~ a ~' STATE PROJ. N0. 15050-2501 Sheet No. W.P.I. N0. 7117121 2 \CAD\00280\00280001.00\P104\104C2.dwg w c ti r m D N m z -i I I I I I I I I I I I Iz I I ~ I I~ I Im I I~ I IL I I~ I I ~ I oN = I I o I { i~ I N I ~I r r ' I ~ I r -~ I ~ -,~ I ~ I I JI I r'' I ~tSY~' w I I I I I I I I.. ... .. .... WOOD FENCE N00'02'33"E 33.369 m (109.48') f = N ~o = ~ m ~ p ~ Z m D ~ mm ~ m m Z n D m 0 w C N ~o D ~ ~m O .Zm/ ~~ pzo n ~ m~ mm+ D Z ~ Z m f ~ n N ~ CHAIN ~ ~ LINK FENCE WATER SOFTENER •~'~ 32.0' ~ ' (.+ J N v - ~ () Z ~ N m 2.0' ~ ~ n O ~Jm Z Z ~ m m N o ~ D z ~ m ~~ p m p ~~... ~ N •' (~ z C) m ~ ~ A n ~ ~~ N m ~ ° ° °v z c~ 3 ~ )^ ~ Z o A ~ j ~1 ?-' O O 6. 0' m ~ 0 o 0 vm o ~ D r ~ 35.9' N ~ ,' ~',~ BLOCK PAVERS .'9@,9@,'~.,$~ 500'02'22"W 3.326 m (109.34') Z 9' m f HOG WIRE FENCE trig _ WITH GATE ~ in 0 n D r o Z to rn -,~ {- 0 .,,. c,c~ ' o~ °_ I ' 0 CZr ODZZ20 `~ ~ ~~>~ ~ -rt r c cn c> - --~ cn Iv ~O Dmr~cnm O m A ~ - m r o Z D O ~ N O 2~~ Z Z Z N m m O c W C ~ O C Z - D a m III? V/ +40.890 O im 11.$ 0/W Tv N • rn rn 52.290 n 11.8' D/W bl ~ a w 3+. 0 0 O 0 N 0 d m L,^rl ~ • U m z '® z D O m ~ N O A O Z +n ~ ~ ~-~r~i cWO Z ~n~ ~ ~ ~A N Z m Z i-•~ ~ ~ Z U1 O ~ r~ ~ ~ ~ ~ Z H ~ O ~ r O Ul O iV CJ1 CJ1 O ~2 I W W ~- o ~ ~~~ ~ m C Z~ ~ m m{ Z m m ~ ~ i ~ D z O mmNV ~ ~~ cn Z m ~ t n ~ o z n r ~' ° ~ ~ Q' k' m ~ ^ in m g ~ m o -< I D D D~ N Z N ~ D D ~ C1 ~ z -=i O V) vzi -i n r~i ~ ~ _ ° ~ '~ ~ ~ ~ D D Z D m r ~ ~ °~d~ t N C O ~~ O ~ ~° C D C .-C~7 z ~ m ~~ ~ N m Z RESTm m .T ! m m .~ G ~ a~ ~,~~o ~o A ~ ~ ?o o~ o~ m .~ ~ < m m Z Z < a ~ _ O D ~ N m m ~ r m~ m~ ~ ~ a ~I D r~ ~ N v m ~ Z = DD ~~ ~,l ~~ ~ = D ar L m Om = ~ ~ ~~7 - I c~ ZO r~ Cp ~ ~ ZD m ~ Z~7 m I OUNCA a AV E O Z D ~ C ~ ~ ~ .A1PIiER AVE R.o.w. SR 590 (DREW STREET) R.O.W. PARCEL 104 ~ 3 Project N HIGHLAND AVE TO NE COACHMAN RD Parcel MICHELLE M. GRIEWAHN, ET VIR m ; w o R.O.W. Mgr. JSM sn e e t PROPOSED CURE TAMPA BAY ENGINEERING, II~1G ~ 18167 U.S. Hwy 19 North, Sulte 550 Checked/QC RAT Title CIRCULAR DRIVEWAY Fax (8 3)532 9 91a E-Mail t etranaOdlgital.net CADD By CTH MARINA Scale: Date: ~~ ~ I ~I Im n 0 z A N 1'- 20'