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09/14/1998 (3)09/14/1998 1500 DREW ST DREW ST WIDENING ~' ~ ^~R 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: Certified Site Plan -Drew Street Wdenirigr (Parcel-110) 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. '~ ENGINEERS PLANNERS "Quolily By L~sign" TAMP14 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. 110 CURE PLAN REVIEW Address: 1500 Drew Street; Cure Plan Dated: September 8, 1998 Prepared and Reviewed by TBE: James S. Murph~/Randy Kranjec SITE DATA "BEFORE" CONDITION "AFTER".:CONDITION. Site Area (Lot Width) 7,355 sq. ft. (73.05 ft.) 5,935 sq. ft. (63.8 ft.) Building Squaze feet 1,335 sq. ft. 1,335 sq. ft. Building Coverage 18.2% 22.5% Front Setback (25 feet) 32 feet 20.76 feet Front Yard Open Space (Front Yard) 40.8 % 36.5% Size of Front Yard Landscape 1,040 sq. ft. 529 sq. ft. Total Parkin 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 prepared 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 Yard setbacks, and • Number of required pazking spaces. Q Chapter 42 -Uniform Development Regulations SEP 0 ~? t~98 • Parking dimensional standards, • Buffering and screening requirements, and Review Approval 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 yazd does not meet the 40 percent open space requirement which has been reduced to provide for the parking 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) Date ]:\DOCI\00280\00280001.00\Paz110.inf G 18167 U.S. 19 North, Suite 550 Clearwater, Florida 33764 727.531.3505 Fax 727.539.1294 0' 20' 40' SCALE: 1" = 20' ?ill ?, TRAFFC SIGD POWER POLE Q 4~4 r~ V TRAFFIC -~ CONTROLLER BOX ~ Y~ ~~5. CONCRETE DRIVEWAY E i~ o IN ~~ SIGNAL ~~~ ~~'i ~~ N a °o JUNCTION B¢X , ~ ~ ~ I '^ I ~ ~ ELECTRjC ~ N89'09'09 W 19.446 (63.60') - - - - '~ 1;, ~ _ __-_,- - - JUNCTI~N BOX \ ~ ~ I ~ } ~.~~~~ ~ ~ ~ , ~<fLR ~'ETEh J~ ~ lli 9 , I ~J ~ ~~ ,~; I ~_ - _ U,._ _ . - ~ ~ ~ - - I N89'09'09"W 22.265 m (73.05') ~ SIDEWALK 42+00 SR 590 IDR~W STREET) ~ 4III SEP Q~ 1998 AREAS: PARENT TRACT 7,355 SF AREA OF TAKE 1,420 SF REMAINDER 5,935 SF 683.300 m2 131.900 m2 551.400 m2 Q to s oR i b '°,01 cnsieR a^ o ~ as gljE < • RiPUPaao si ; i Sp m .. i ^] OANWUp~ 3 i u _ W 0 a °~ O m D ~ m~ a I O POSLrWOp g ^~~~^~C~ z~ caovE sr ^~OC~~ IAURh St N Q ^ ~w^ ~~` rc u aEV[uNO o ~ 5^~U rn o ~ ~ m ~ m Rnavnao sr °~l 3 0 0 NTS . ° r ~ o 0 SI10151A°a ~ U U VICINITY MAP LEGEND ,; ~o~o a ~' "~~ - - • - - EXISTING RIGHT-OF-WAY F °" AND PROPERTY LINE W "~~ a « .~. - - - - NEW RIGHT-OF-WAY J J ~ ~nW AND PROPERTY LINE "' WCI ~3° ACQUISITION PARCEL ~ w < ~~ W Qm pq~.n a J ~ ='n DIRECTIONAL ARROW ~ m ~~ (FOR INFORMATION ONLY) Q ~'a4, J SURVEY LEGEND ~20 OAK TREE &DIA AT BREAST HEIGHT 3 v O~ SS" PINE TREE &DIA AT BREAST HEIGHT ~ Q°, UNKNOWN TREE &DIA AT BREAST HEIGHT Q6 BUSH () SHRUB ~ SURVEY INFO WAS PROVIDED BY: NORTHWEST ENGINEERING, INC. z 0 WATER VALVE FIRE HYDRANT ~ V N POWER POLE W Q Z GUY ANCHOR ~ ~ O I- U F:. ® GAS VALVE Ul W 0 3z z NOTES: W Q THIS PROJECT WAS SURVEYED AND MAPPED ~ ~ V IN METRIC UNITS. ALL CONVERSIONS OF ~ ENGLISH MEASUREMENTS TO METRIC ARE ~ Q O BASED ON THE RELATIONSHIP OF 1 METER EQUALS 39.37 INCHES. ~ LL ALL PROPERTY AND RIGHT-0F-WAY ~ ~ Ill INFORMATION WAS OBTAINED FROM N Q m CURRENT RIGHT-OF-WAY MAPS. J /_ V z NOT FOR CONSTRUCTION ~ 0o r~ YYP.I. SEGMENT N0. 2570331 ~ a `" ~' STATE PROJ. N0. 15050-2501 sheet No. 19.P.I. N0. 7117121 N89'09'09"W Y Q 3 w 0 yr S69'09'41"E 31.507 m (103.37') CHAIN LINK FENCE E m I ~' 41 3' w n 1D I CONC . ~ COVERED SHED 4' HIGH GT.E Vi SLAB ~ PORCH ~ COMMERCIAL ,~ ~ METER o ° n ONE STORY 12.0 I PEDESTAL o ri STUCCO ~ PARCEL IE tr ~~O 27.2, `-DOOR ~~ h a ,~ R N N SLAB C S ~„ . ~~. \ v v I E ~~ ' t3~,,A. 13.4' /~'~ ~ ~ 12.6' 6.106 m M m M \ISJ, ~ ~ y1 al ~(~ \~ 1 ' W DOOR (20.03') ~ N ® ~~. d ~'~~ I 3 n a U K o M ~ Uh SURVEY AND @ OF CONST I I I I I I I I I I I --- 18"RCP -- I I I I [1 I a U K O M 2' CURB & Gl GAS TEST DEVICE 0' 20' 40' SCALE: 1" = 20' CHAIN LINK FENCE E "F" 4' BIKE LANE CURB AND GUTTER TYPE "F" tRF~ \P ~ DR ~ I O ~ RD O N tD NAPIE W arose t1 CAAER Ci ~ ~ ~ Si O O III R`R' ~ KENnETH ~gp,y0 RiD~ Si ~ as ~ a SUBJECT ~ ~ ~' ' RmGENVCO sr ~ `< aR SITE g < a m s ^~ OAKWDDp ~ ~ O Z O •• a s mD moo I^ ~~o p04MtlIX) ^~<~o~ g caDVE st ^~ ^ ~~ ~ < ~ O LAURA $i S" o~~ CLErvfLArvD ~~ ~ ? ~9>, m m ~ ~jo~~~W HARVARD Si 3 NTS ..,n. 4 r °a SUOISIA6a ~ U U VICINITY MAP m LEGEND -' ~~~p Q ~ ~n~ I" =' ^ c" - •-~ •- - EXISTING RIGHT-OF-WAY w ~m~ AND PROPERTY LINE O ~~"« r (7 0~_ r =eo - - - - NEW RIGHT-OF-WAY J J ~ ""^w AND PROPERTY LINE w m T V W ~ i~~ DIRECTIONAL ARROW Q m ~ ~~N (FOR INFORMATION ONLY) °' w C ~ ~,~ mom SURVEY LEGEND a H '~~ ~20 OAK TREE &DIA AT BREAST HEIGHT J ~5" PINE TREE &DIA AT BREAST HEIGHT UNKNOWN TREE &DIA AT BREAST HEIGHT 86 BUSH 3 ~ O SHRUB p .o SURVEY INFO WAS PROVIDED BY: ~ a NORTHWEST ENGINEERING, INC. ® WATER VALVE ~ FIRE HYDRANT Q `~ POWER POLE GUY ANCHOR H = V' ~' ® GAS VALVE W ~ Z j W NEW TREE E~„ V ~ W NEW BUSH ~ Z d Q NOTES: 0 ~ THIS PROJECT WAS SURVEYED AND MAPPED ~ f" Q W IN METRIC UNITS. ALL CONVERSIONS OF " W ~ ' ENGLISH MEASUREMENTS TO METRIC ARE ~ ~ ~ BASED ON THE RELATIONSHIP OF 1 METER Q1 Q W EQUALS 39.37 INCHES. ~ ~ ~ 0 ALL PROPERTY AND RIGHT-0F-WAY ~ Z = Z INFORMATION WAS OBTAINED FROM N Q V Q CURRENT RIGHT-OF-WAY MAPS. "I _~ 2 Z NOT FOR CONSTRUCTION 3 ~~ WP.I. SEGMENT N0. 2570331 ~ a "~' STATE PROD. N0. 15050-2501 sheet No. W.P.I. N0. 7117121 3 589'09'41"E 31.507 m (103.37) .. I 4' HIGH G.T.E COMMERCIAL METER n PEDESTAL ~~ E la Im :3 6 m ).03') a I~ p IN NEW CONC I --~ 0' 20' 40 SCALE: 1" = 20' 589'09'41"E 31.507 m (103.37') 4' HIGH G.T.E ED ~ COMMERCIAL METER n a PEDESTAL I E AB a m J06 m ~ 3 N1 (20.03) I N ° I 0 0 ~ -----I .~. Ro o rv J.IJ ~ ^tA~ A Pknv OR 6l O e cl CAACR C7 N uAPIE ~ r I 5T o III^~~III rc p'fr' ¢ NENNEM ~' D RIp~3 Sr = aj ~ <~ SUBJECT ~ ~ `~ U ~ a o RiocEwooo sr > c~R b SITE g~ oaD c n m I~^= Rozcwooo 8 g~ z a _ m N ^~~Qa ~ I 51 J ^~ ^ 0~ ~ < ~ EA~flA 5T ~w~ ~~~ < z u 6 ~ aExuno ~ , ~ k ~, o rE~-~f~-~ ICI m ~ v r J HARVARD 5T gin' ; u O NTS .rn.~ p m o 5~a1:1~aa a VICINITY MAP N C 0= Q G7 N._ o LEGEND J one ~ ~»o - ~-° - - EXISTING RIGHT-OF-WAY w ~ rma AND PROPERTY LINE ~ t7 ~ a~ o Z ~ Zq~ - - - - NEW RIGHT-OF-WAY w m ~ T^ W AND PROPERTY LINE ~ w ~, Nam Q m ~ 7~N DIRECTIONAL ARROW a ~ ~ ^ o~ (FOR INFORMATION ONLY) ~ m ov Q ~'~o J SURVEY LEGEND 3 o~ ~20 OAK TREE &DIA AT BREAST HEIGHT ~ a ~5° PINE TREE &DIA AT BREAST HEIGHT UNKNOWN TREE &DIA AT BREAST HEIGHT ~ ~ BUSH Q SHRUB Z SURVEY INFO WAS PROVIDED BY: Q W NORTHWEST ENGINEERING, INC. ~ ~ ® WATER VALVE W (~ V FIRE HYDRANT ~ oa Z `~ POWER POLE F• V GUY ANCHOR N W Z ® GAS VALVE 3 Z 0 W 0 ~ NOTES: O F ~ THIS PROJECT WAS SURVEYED AND MAPPED " W Z IN METRIC UNITS. ALL CONVERSIONS OF Q ~ ENGLISH MEASUREMENTS TO METRIC ARE ~ Q (~ BASED ON THE RELATIONSHIP OF i METER EQUALS 39.37 INCHES. ~ Z ~ ALL PROPERTY AND RIGHT-OF-WAY ~ Q ~ INFORMATION WAS OBTAINED FROM = ~ CURRENT RIGHT-0F-WAY MAPS. (~ Q I Z NOT FOR CONSTRUCTION 3 v~ WP.I. SEGMENT N0. 2570331 ~ a ~' ~ STATE PROD. N0. 15050-2501 sheet No. W.P.I. N0. 7117121 2 CHAIN LINK FENCE