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PSP95-16 CITY OF CLEARWATER Interdepartmental Correspondence G TO: Ream Wilson, Director, Parks & Recreation; Don Meerians, Assistant Traffic Engineer; Bob Maran,CE III; Mike Quillen, Environmental Engineer; James Goodloe, Fire Marshall; Steve Sarnoff, Central Permitting Specialist FROM: Allen V. Mahan, Coordinator, Central Permitting SUBJECT: Site Plan for Soule Road Park (PSP 95-16) COPIES: Scott Shuford, Central Permitting DATE: June 18, 1996 s, Attached is a copy of the amended site plan for the City's Soule Road Park, submitted on June 17, 1996 for certification. Please refer to the attached DRC Summary Notes of August 31, 1995 for reference in your review. If you find the site plan addition to be acceptable, please initial and date. If you do have an objection and/or recommendation, please comment below or attach your comments to this memo. Comments: (by whom and with date, please) Your assistance in preparing the plan for a June 25th, 1996 certification will be appreciated. Thanks. AVM/avm SPF6516AVM i JUN 25 19906 ? J . • i1i III. Del-Oro/ Bayshore Park Drainage Improvements (PSP 95-15): The DRC approved the subject site plan subject to the following discussion/ 1 conditions: A. Before the Site Plan can be certified, the applicant must complete the following action(s): 1. Show on the site plan the installation and maintenance of uniform traffic control devices at appropriate locations in accordance with the standards set forth by the Manual on Uniform Traffic Control Devices as adopted by the Florida Department of Transportation under Rule 14-115.010, Florida Administrative Code. 2. Adjust handicap spaces to meet governmental standards. B. Before the City can issue building permits, the applicant must complete the following actions: Submit a copy of the approved SWFWMD permit to Environmental Management. C. Complete the following actions as indicated: 1. Obtain the-requisite building permits within one(1) year from the site*pIan certification date to prevent expiration of the site plan certification. 2. Obtain the requisite certificate(s) of occupancy within ?. three (3) years of the site plan certification date to prevent expiration of the site plan certification. 3. Obtain review of and permits for signs and fencing/walls ---`through separate review and permitting procedures. IV. Soule Road Park Development(PSP 95-16): The DRC approved the Soule Road site plan subject to the following discussion/ conditions: A. Before the Site Plan can be certified, the applicant must complete the following action(s): 1. Indicate the location of lighting fixtures in the parking areas on the site plan. 2. Show all on-site lighting with 90-degree cutoffs directed away from abutting streets right-of-way and residential properties. 3. Show the bollards along Soule Road frontage as having heights not exceeding 2.5 feet. 5. Show all fences in the 35 foot setback from Soule Road as not exceeding heights of 2.5 feet. 6. Provide a copy of the SWFWMD permit application and drainage calculations to Environmental Management. 7. Show on the site plan the installation and maintenance of uniform traffic control devices at appropriate locations in accordance with the standards set forth by the Manual on 5 Uniform Traffic Control Devices as adopted by the Florida Department of Transportation under Rule 14-115.010, Florida Administrative Code. 8. Show dimensions on the plan for measurements of aisles, parking stalls and entrances. B. Before the City can issue building permits, the applicant must complete the following actions: Submit a copy of the approved SWFWMD permit to Environmental Management. C. Before the City can issue a Certificate of Occupancy, the applicant must complete the following actions: 1. Bring all substandard sidewalks and sidewalk ramps adjacent to or a part of the project up to standards. 2. Install sidewalk on all adjacent City Rights of Way and insure that sidewalk is extended to Soule Road. . D. Complete fihe following actions as indicated: 1. Obtain the-requisite building permits within one(1) year from the site plan certification date to prevent expiration of the site plan certification. 2. Obtain the requisite certificate(s) of occupancy within three (3) years of the site plan certification date to prevent expiration of the site plan certification. 3. Obtain review of and permits for signs and fencing/walls through separa e?eview and permitting procedures. Aoordinator, Central Permitting September 5, 1995 6 CITY OF CLEARWATER Interdepartmental Correspondence TO: Ream Wilson, Director, Parks & Recreation; Don Meerians, Assistant Traffic Engineer; Bob Maran,CE III; Mike Quillen, Environmental Engineer; James Goodloe, Fire Marshall; Steve Sarnoff, Central Permitting Specialist FROM: Allen V. Mahan, Coordinator, Central Permitting SUBJECT: Site Plan for Soule Road Park ( PSP 95-16) COPIES: Scott Shuford, Central Permitting DATE: June 18,1996 Attached is a copy of the amended site plan for the City's Soule Road Park, submitted on June 17, 1996 for certification. Please refer to the attached DRC Summary Notes of August 31, 1995 for reference in your review. If you find the site plan addition to be acceptable, please initial and date. If you do have an objection and/or recommendation, please comment below or attach your comments to this memo. Comments: (by whom and with date, please) A-- QA.CX-tea (o L q, G'. K:, Your assistance in preparing the plan for a June 25th, 1996 certification will be appreciated. Thanks. AVM/avm SPF9516AVM iJ I 1S% CITY OF CLEARWATER Interdepartmental Correspondence TO: Ream Wilson, Director, Parks & Recreation; Don Meerians, Assistant Traffic Engineer; Bob Maran,CE III; Mike Quillen, Environmental Engineer; James Goodloe, Fire Marshall; Steve Sarnoff, Central Permitting Specialist FROM: Allen V. Mahan, Coordinator, Central Permitting SUBJECT: Site Plan for Soule Road Park ( PSP 95-16) COPIES: Scott Shuford, Central Permitting DATE: June 18, 1996 Attached is a copy of the amended site plan for the City's Soule Road Park, submitted on June 17, 1996 for certification. Please refer to the attached DRC Summary Notes of August 31, 1995 for reference in your review. If you find the site plan addition to be acceptable, please initial and date. If you do have an objection and/or recommendation, please comment below or attach your comments to this memo. Commgnts: (by whom and with date, please) J?fi/Nom 7u X40 Your assistance in preparing the plan for a June 25th, 1996 certification will be appreciated. Thanks. AVM/avm SPF9516.AVM III. Del-Oro/ Bayshore Park Drainage Improvements (PSP 95-15): The DRC approved the subject site plan subject to the following discussion/ 1 conditions: A. Before the Site Plan can be certified, the applicant must complete the following action(s): 1. Show on the site plan the installation and maintenance of uniform traffic control devices at appropriate locations in accordance with the standards set forth by the Manual on Uniform Traffic Control Devices as adopted by the Florida Department of Transportation under Rule 14-115.010, Florida Administrative Code. 2. Adjust handicap spaces to meet governmental standards. B. Before the City can issue building permits, the applicant must complete the following actions: Submit a copy of the approved SWFWMD permit to Environmental Management. C. Complete the following-actions as indicated: 1. Obtain the-requisite building permits within one(1) year from the site plan certification date to prevent expiration of the site plan certification. 2. Obtain the requisite certificate(s) of occupancy within Y. three (3) years of the site plan certification date to prevent expiration of the site plan certification. 3. Obtain review of and permits for signs and fencing/walls through separate review and permitting procedures. IV. Soule Road Park Deve fi): The DRC approved the Soule Road site plan subject to the following discussion/ conditions: A. Before the Site Plan can be certified, the applicant must complete the following action(s): 1. Indicate the location of lighting fixtures in the parking areas on the site plan. 2. Show all on-site lighting with 90-degree cutoffs directed away from abutting streets right-of-way and residential properties. 7`t- 3. Show the bollards along Soule Road frontage as having heights not exceeding 2.5 feet. 5. Show all fences in the 35 foot setback from Soule Road as not exceeding heights of 2.5 feet. 6. Provide a copy of the SWFWMD permit application and drainage calculations to Environmental Management. 7. Show on the site plan the installation and maintenance of uniform traff is control devices at appropriate locations in accordance with the standards set forth by the Manual on 5 .1 . 1 Uniform Traffic Control Devices as adopted by the Florida Department of Transportation under Rule 14-115.010, Florida Administrative Code. 8. Show dimensions on the plan for measurements of 'aisles, parking stalls and entrances. B. Before the City can issue building permits, the applicant must complete the following actions: Submit a copy of the approved SWFWMD permit to Environmental Management. C. Before the City can issue a Certificate of Occupancy, the applicant must complete the following actions: 1. Bring all substandard sidewalks and sidewalk ramps adjacent to or a part of the project up to standards. 2. Install sidewalk on all adjacent City Rights of Way and insure that sidewalk is extended to Soule Road. D. Complete the following actions as indicated: 1. Obtain the requisite building permits within one(1) year from the site plan certification date to prevent expiration of the site plan certification. 2. Obtain the requisite certificate(s) of occupancy within three (3) years of the site plan certification date to prevent expiration of the site plan certification. 3. Obtain review of and permits for signs and fencing/walls Y throuah separa e eview and permitting procedures. Allen V. Mahan, oornator, Central Permitting September 5, 1995 6 DOCUMENT CONTROL SHEET DEVELOPMENT REVIEW COMMITTEE PROJECT/LOCATION: Soule Road Park {_PSP:79-5--1"6- DRC Meeting Date: August 31, 1995 1. SCOTT SHUFORD, CENTRAL PERMITTING DIRECTOR 2. RICH BAIER, CITY ENGINEER 3. DON MEERIANS, TRAFFIC ENGINEER 4. BOB BRUMBACK, DIRECTOR, SOLID WASTE 5. CHUCK WARRINGTON, MANAGING DIRECTOR, GAS SYSTEM 6. STEVE SARNOFF, CENTRAL PERMITTING 7. BOB MARAN, ENGINEERING 8. MICHAEL QUILLEN, ENVIRONMENTAL 9. REAM WILSON, PARKS & RECREATION DIRECTOR 10. JAMES GOODLOE, FIRE MARSHAL 11. ALLhiff V:-" :, N,,CENTRAL,,-PERMITT1-,NG 12. LOUIS R. HILTON, SENIOR PLANNER 13. VICKIE DAVENPORT, STAFF ASSISTANT II (CONTROL SHEET ONLY) Date received by Planning and Development Office: August 24, 1995 Date of distribution: August 24, 1995 Remarks: The applicant is proposing to construct a major park at Soule Road and the Florida Power easement including two tennis courts, a roller rink, fitness court and playground, all bounded by a 6' sidewalk with associated parking and dry detention. COPIES ARE ON FILE IN THE OFFICE OF PLANNING & DEVELOPMENT 1PSP9516.avm DRMN5831AVM . ` Development Review Committee Summary Notes 'Thursday, August 31, 1995 CP Conference Room, 10 South Missouri Avenue, Clearwater, FL Four items were discussed: 1. Walgreen's -SE Corner of Gulf-to-Bay & Keene, PSP 95-14 2.-Magnolia Manor Modification(Re-certification),'PSP 94-19 3. Del Oro/ Bayshore Park Drainage Improvements (C i ty project)(PSP 95-15) 4. Soule Road Park Development(City project),(PSP 95-16) Results of the discussion were: 1. Walgreen's(PSP 95-14): the DRC approved the site plan subject to the following discussion/ conditions: A. Prior to re-submitting the site plan, the applicant should accomplish the following: 1. Show a fire department connection a minimum of 15 ft. from the structure, adjacent to a paved drive and within 30 ft. of a fire hydrant assembly to provide for sprinklers. 2. Show all striping, pavement markings and signage on the site plan conforming to F.D.O.T. Standard Indices-1995 edition and F.A.C. 14-110 (no 4" striping is to be shown). B. Before the Site Plan can be certified, the applicant must complete the following action(s): 1. Complete the Dumpster Requirement Form and return it to the City Solid Waste Department. 2. Have the site plan signed and sealed by a Professional Engineer registered in the State of Florida. 3. Provide a copy of the SWFWMD permit application and drainage calculations to Environmental Management. 4. Legally record a Unity of Title for the project site and furnish proof of such action. 5. Show the date(s) and condition(s) for approval of variance(s)/conditional use approvals by the Planning & Zoning &/or the Development Code Adjustment Board(s). 6. Indicate the location of lighting fixtures in the parking areas on the site plan. ). Show all on-site lighting with 90-degree cutoffs directed away from abutting streets right-of-way and residential properties. 8. Have the location, size and elevation of the existing sanitary sewer laterals in Virginia Lane checked to determine if an open cut to the city street and resulting additional cost to the owner can be avoided. i- 1L. Y III. Del-Oro/ Bayshore Park Drainage Improvements (PSP 95-15): The DRC approved the subject site plan subject to the following discussion/ conditions: A. Before the Site Plan can be certified, the applicant must complete the following action(s): 1. Show on the site plan the installation and maintenance of uniform traffic control devices at appropriate locations in accordance with the standards set forth by the Manual on Uniform Traffic Control Devices as adopted by the Florida Department of Transportation under Rule 14-115.010, Florida Administrative Code. 2. Adjust handicap spaces to meet governmental standards. B. Before the City can issue building permits, the applicant must complete the following actions: Submit a copy of the approved SWFWMD permit to Environmental Management. C. Complete the following actions as indicated: 1. Obtain the requisite building permits within one(1) year from the site plan certification date to prevent expiration of the site plan certification. 2. Obtain the requisite certificate-(s) of occupancy within three (3) years of the site plan certification date to prevent expiration of the site plan certification. 3. Obtain review of and permits for signs and fencing/walls through separate review and permitting procedures. IV. Soule Road Park Development(PSP 95-16): The DRC approved the Soule Road site plan subject to the following discussion/ conditions: A. Before the Site Plan can be certified, the applicant must complete the following action(s): 1. Indicate the location of lighting fixtures in the parking areas on the site plan. 2. Show all on-site lighting with 90-degree cutoffs directed away from abutting streets right-of-way and residential properties. 3. Show the bollards along Soule Road frontage as having heights not exceeding 2.5 feet. 5. Show all fences in the 35 foot setback from Soule Road as not exceeding heights of 2.5 feet. 6. Provide a copy of the SWFWMD permit application and drainage calculations to Environmental Management. 7. Show on the site plan the installation and maintenance of uniform traffic control devices at appropriate locations in accordance with the standards set forth by the Manual on 5 Uniform Traffic Control Devices as adopted by the Florida Department of Transportation under Rule 14-115.010, Florida Administrative Code. 8. Show dimensions on the plan for measurements of aisles, parking stalls and entrances. B. Before the City can issue building permits, the applicant must complete the following actions: Submit a copy of the approved SWFWMD permit to Environmental Management. C. Before the City can issue a Certificate of Occupancy, the applicant must complete the following actions: 1. Bring all substandard sidewalks and sidewalk ramps adjacent to or a part of the project up to standards. 2. Install sidewalk on all adjacent City Rights of Way and insure that sidewalk is extended to Soule Road. . D. Complete the following actions as indicated: 1. Obtain the-requisite building permits within one(1) year from the site plan certification date to prevent expiration of the site plan certification. 2. Obtain the requisite certificate(s) of occupancy within three (3) years of the site plan certification date to prevent expiration of the site plan certification. 3. Obtain review of and permits for signs and fencing/walls through separa e eview and permitting procedures. Allen V. Mahan, oor,6inator, Central Permitting September 5, 1995 6 9. Show all entrance driveways with radii and not tapers. 10.Redesign the southerly access on Virginia Lane. 11.Delineate the two drive-up windows with additional pavement markings. 12.State on the construction plan that the detector check should be DDCVA with the by-pass meter installed by the City with fee paid by contractor. State on the plan that the 6" fire line tap to the 6" City water line is to state "6x6 tap" so that City Utility Accounts will know what fee to bill the contractor. C. Before the City can issue building permits, the applicant must complete the following actions: 1. Obtain and provide a Pinellas County Public Health Unit Permit, Ingress/Egress and a 10 foot wide Utility Easement over the proposed water mains up to and including meters, backflow prevention devices and hydrants. 2. Submit a copy of the approved SWFWMD permit to Environmental Management. D. Before the City can issue a' Certificate of Occupancy, the applicant must complete the following actions: 1. Bring all substandard sidewalks and sidewalk ramps adjacent to or a part of the project up to standard. 2. Install A.D.A. handicap ramps at the intersections of S.R. 60 and Keene and S.R. 60 and Virginia Lane. 3. Visually screen the dumpster and provide gates with a minimum 12 foot clear opening to the front for access for Solid Waste truck access. 4. Have the City install backflow prevention devices with the owner/ applicant paying all applicable fees. 5. Obtain and furnish to Engineering Services a Utility and Sidewalk easement for the NW corner of the site & Keene Rd. 6. Furnish as-builts and an engineer's certification to Engineering Services. 7. Pay the Pinellas County Transportation Impact Fee due with assistance in determining the amount of that fee from the Clearwater Traffic Engineering Office. E. Complete the following actions as indicated: 1. Obtain the requisite building permits within one(I) year from the site plan certification date to prevent expiration of the site plan certification. 2. Obtain the requisite certificate(s) of occupancy within three (3) years of the site plan certification date to prevent expiration of the site plan certification. 3. Obtain review of and permits for signs and fencing/walls through separate review and permitting procedures. 2 II. Magnolia Manor(PSP 94-19): The DRC approved the site plan subject to the following discussion/ conditions: A. Prior to re-submitting the site plan, the applicant must accomplish the following: 1. Describe the project on the site plan as " Magnolia Manor, a 64 Bed Congregate Care Living Facility." 2. Amend the site data table to: a. Reflect-the correct F.A.R. of 0.5. b. Set a density of 32 dwelling units(which applied equates to 64 beds). c. Present the open space values as percentages, d. Include Myrtle Avenue in the front yard open space calculations. e. Revise the parking formula to one(1) parking space per four beds and one(1) parking space per two(2) employees, (each based on the sixty-four(64) beds and four(4) employees. 3. Show the setbacks from the street rights-of-way to reflect as-built(actual) conditions. 4. Show A imensions of aisles, parking stalls, entrances and measurements for like plan features on the plan. 5. Show on the` site plan the installation and maintenance of uniform traffic control devices at appropriate locations in accordance with the standards set forth by the Manual on (Uniform Traffic Control Devices as adopted by the Florida Department of Transportation under Rule 14-115.010, Florida Administrative Code. 6. Show all pavement markings,signage and traffic control devices on the site plan. 7. Change the 15' buffer dimension on Myrtle Avenue to 5'. B. Before the Site Plan can be certified, the applicant must complete the following action(s): 1. Complete the Dumpster Requirement Form and return it to the City Solid Waste Department. 2. Have the site plan signed and sealed by a Professional Engineer registered in the State of Florida. 3. Provide a copy of the SWFWMD permit application and drainage calculations to Environmental Management. 4. Legally record a Unity of Title for the project site and furnish proof of such action. 5. Show the date(s) and condition(s) for approval of variance(s)/conditional use approvals by the Planning & Zoning &/or the Development Code Adjustment Board(s). 6. Show.backflow device(s) on plans as RPD. 7. Indicate the location of lighting fixtures in the parking areas on the site plan. 3 8. Show all on-site lighting with 90-degree cutoffs directed away from abutting streets right-of-way and residential properties. 9. Adjust handicap spaces to meet government standards. C. Before the City can issue building permits, the applicant must complete the following actions: Show landscaping adjacent to the west buffer on the landscape plan. D. Before the City can issue a Certificate of Occupancy, the applicant must complete the following actions: 1. Bring all substandard sidewalks and sidewalk ramps adjacent to or a part of the project up to standards, including ADA; show the short section of missing sidewalk along. Magnolia Ave. adjacent to Myrtle Ave. as proposed rather than as existing. 1 2. Visually screen the dumpster and provide gates with a minimum 12 foot clear opening to the front for access for Solid Waste truck access. 4. Have the City install backflow prevention devices(RPD) with. the owner/`applicant paying all applicable fees. 5. Provide as-builts and an engineer's certification to Engineering Services. 6. Pay the Pinellas County Transportation Impact Fee with assistance from the City of Clearwater Traffic Engineering Office in determining the amount of that fee. 7. Install fire sprinklers at time of connection of the two buildings - addition and connection (new construction). E. Complete the following actions as indicated: 1. Obtain the requisite building permits within one(1)-year from the site plan certification date to prevent expiration of the site plan certification. 2. Obtain the requisite certificate(s) of occupancy within three (3) years of the site plan certification date to prevent expiration of the site plan certification. 3. Obtain review of and permits for signs and fencing/walls through separate review and permitting procedures. 4 ~ , " " RCEL "B" of CHELSEA WOODS SUB. PHASE II, as'recorded in Plat Book 96 Pages 86 thru 89 SECT/ON 32 lOW~/SH/P 28 S RANGE ,6 E LEGAL DESCRIPTION: PARCEL A .and PA of THE PUBLIC RECORDS of PINELLAS COUNTY, FLORIDA. LE CAMP SOU S O F A M E R I C BOY SCOUT R I C A Y PROPERT 5g X 86 6 ° ° 2 "oak ~ ta" Oak 3 8" oaks ~ 66 S 89'39'37" E 831.51' ° g1 05 96 . 8~ g:i ~1 12" Oak ~`~1 9 1~ 99 $g' ag' 0p' fig' gp' ~g 6 Plne ~ 8~ Pine as 21 PK N 1 ° ° ° X X ---it^ -k--&-OOk ° X -Dt- X --k- X -~-k- -x-- X40 Oak X p X6" Pine x -~-1E- 1 ° 12" Oak ° o g - X -•-X- X -H-- -ll--- X ----X- ~F-- X --X- --lt--- X -4t- -iF---- X --li- -X-- X -X- ~ X S&T 0 J~" ~ 4" Pine 4" Pine ~ pine CHAIN UNK FENCE ~ g 2~ _ a~ I mP of 4 ' ° gp ° 25 SETBACK 6 SIDEWALK 12,s2a.s4 sF (Paved> g~ 90 p ~1 g 12 ~ 0 1. ~ ll ag• ~ ~ I . ° ~g0 5, ~ g• a. ° ° ~ I r' o o o \ 1 PARKING (g SPACES ~ W 8~'~ v ~ o ~ 4,143.86 SQ, FT. (Paved) V g 63 ,gyp 21, 01 gy1 ° g~0 g•1 8 8g6~' 9 g ~ $ I . 98 ~ 8a 8a' ~ a 6 V a ~ 8 x ~ 8g 6 X 88 ag 5 ~ 8g g2 8 ~ g9 0y 6a 9g ea ~ g • a r m ' x982 g ~G x ~ 88. ~ ~ oo I ~ V '11` ~ ~ I 1, r C~ 5~ ° i ~ ~ I~ ~ ~ ° p R 9 R ~Pa E . ° 15 1. 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C~a~ower ~ g ~ 8g ~ $9 x 88 881 ~ ~ 8~ ~ 100' Florida Power Cor oration Easement of Sank; 65' x 200' SJ' ax• 1, !1' D I P 94 ~ ~ ~ ~ D.8.1517-164 g J ~ ~ ~ . 66 g~ 6 \ g0~~ ~ ~ 9p 90 90• - - O W ~ - - ~J / ~ ~ ' 10' Drainage'.... & Util y Easement, 6420-1039 10' Ing./Egr. Ease. ~ _ _ ~ ~ ~ 5 S~TBLCK------- X r~ - - - - - - - - - - - - - - - g (f ~ - - - - . _ PP g 1 _ ' _ 1 ? q~ 2 g k0 5'.Oleander 9 PP Oq~ p5 90 9p pip 2k PP a9 6 - - - 22 M1 02 - - - 9 r ,2 g6 g, ` 6'I 11 _g0 _6 --g~ -90 a~. g9 9,~ 8g. O,S ,~g~ gp. S~ gp. 99 5 15 g0• 9 9~ 9 g g0 03 0 S 6 S~ gQ. g0, g 86 g 6 ag. _ ag. _ - 88, 9~ 3 ~ i ~ LR. IR. - I ~ 2_wufe .R. - 11.,E 6' Wood Fence •91.; - - 6 W44d.Fence - - - - - - - ~9e - - - - - - 9~' - - - - 9y - - - - = - - I ' - - 6' Wood Fence - ~ - - - LR. 2 _ - - - - - S 89'55'20" E-316_88'- _ 9 - ~ , S $9 56 08 E 521.13 4" Pine/row of 14 i - - - - - 5' Wall .Ease. ~ - - - - - - - ~ 15' Dr, & Util. Ease. O t $ 1 g ,5' Dr. & Util. Eose~ 2 0 21 2 2 m a y N X W D S P H W CHELSEA 00 P H S E I I w . 41'.~. LA AINAGE CALCULATIONS. LAND USE: _ DR LANDSCAPING: LOCATION MAP CiTYO~A~ REQUIRED c ~ r ° SWEETGUM WAY S m ~ ~ ~ S D 0 o ~ v~i 3 ~~rh XISTING PROPOSED MIN. o MAX. i ' o Cypress =Bend Dr w o M~?fie DEER RUN S D ?--1' OS ZONI G DISTRICT: OS R N/A N USE: VACANT PUBLIC PARK N,/A (,1.OR dp PARKCREEK DR FE LOT AREA SQ. FT.: 215.397.00 215.397.00 N/A ( ) ENTERPRISE RD E a ~ ACRES : 4.945 4.945 N/A ( ) ~5P1yS ~ w w Hllicreek Cir N ° \ ° N Z Z Z Z w HAf((I LOT WIDTH: 257.75' 257.75' N/A LOT DEPTH: 839.51' 839.51' N/A 2 Q U Z Q Q m 2L O 3 W ~ ~ a ~Cf DENSITY BASED ON NET ACRES : N A N A N/A ( ) W m w[ vai SABER } DR w 00TH BUILDING COVERAGE (SQ. FT.): 00.00 64.00 N/A (q OF SITE): 00,00% 0.03 N,[p, ~ ~ w w GROSS FLOOR AREA AND F.A.R.: 00.00 64.00 N/A SUNSTREAM ~ i ~ ~ w OAK HIU. RD N p ' 4th AVE N x a ~ w i a m SETBACKS ' ° < w OAK COVE ~ FRONT: N A 35' 35' THIRD AVE ~ N ° HILLCREEK CIR S ° °o z o `~'~p SIDE: N A 25' 25' y2ndAVE N N MARL BOOS ° REAR: N/A 25' 25' BETWEEN STRUCTURES: N A N/A N A WATERFRONT SIDE: N A N A N/A FlRST AVE N a e o J Dr REAR: N/A- N/A N/A I ~ ~ P1ge Oo r ~ ~ p, HEIGHT: N 8' 25' MAX. ~ "Y WITH BONUS PROVISIONS IF APPLICABLE): N/A NLA N/A ( a PROJECT SITE ° 2ND AVE S o PAVED VEHICULAR AREAS SQ. FT.: 00.00 4143.88 N A ~ ( ) a OF SITE): 00.00% 1.92% N/A THIRD AVE S ~ OPEN SPACE FOURTH AVE S DR CREST TOTAL FOR THE LOT SQ. FT.: X15.397.00 179,449.94 N A ~o ( ) m OF SITE): 100.00 83.31 40% MIN. m a: 0 o FOR THE FRONT YARD (SQ. FT.). 9019.25 6874.20 N/A DR JONES LA ' ! EGE Z I a OF SITE): 100.00% 76.22% 75~ MIN. CLEAR SPACE (WATERFRONT PROPERTY): N A N A N/A ' EXTERIOR PERIMETER BUFFERS: N/A 1O' 10' NORTH SIDE 3CT N F ~ J CHANCERY ~ LANE CIELO CIR N YPRESS,~PO~ ~ N/A 5' 5' WEST SIDE ' O 5 m ~ RD ~ BETHANY m~CIELO R S McCORMICK o: DR Chelsea PIN ~ ~ ~ ~ z } ~ m CYPRESS ,APO m PARKING LOT INTERIOR LANDSCAPING ~ 00.00 380.76 ~V/A (SQ. FT.) , 3 helseo Dr ~ ~ ~ OF PAVED VEHICULAR AREA): 00.00% 9,19% 6~ MIN. ( ~ v CT S ~ AMDEN Chelsec PIS ELYSIUM w WAY u vi $ v UNION STREET PARKING (GIVE APPLICABLE FORMULA): N/A 8 1 PER 3 PEOPLE ARBEUA ~r~O© O~ Q ~ ~ ml I~ r. a L DRAWN BY ~ ~ DESIGNED BY l ~ ~ m CHECKED BY CONTRACT N0. n En- RECORD DRAWINGS ,?o'"`""""INVESTIGATE 1", vv. U. NI. lr. R. CU 1 BEFORE YOU 11 y CITY OF CLEARWATER, FLORIDA EXCAVATE SCALE SURVEYED BY BOOK NO. JOB NO. VERT, N/A N/A 941F SURVEYED BY DRAWN BY m CALL LOCAL PUBLIC DATE DRAWN DWG NAME SHEET NO. 3~--- ENGINEERING DEPARTMENT UTILITY NOTIFICATION HGRIZ. 1" = 30' 7/31/95 94162csp 1 co REwEwEO BY A CENTER p PROJECT ENGINEER DATE TOLL FREE S 0" U L E R( A D IF 'j'h A vl%"AK APPROVED FOR a 11 1-800-432-4770 U CONSTRUCTION <c APPROVED BY ENGINEERING SERVICES MIN. 48 HOURS BEFORE CHIEF ENGINEER DATE CHIEF ENGINEER DATE REVISION BY DATE ////I////I YOU EXCAVATE U i LEGAL DESCRIPTION: PARCEL "A" and PARCEL "B" of CHELSEA WOODS SUB. PHASE II as recorded in Plat Book 96 Pa es 86 thru 89 g of THE PUBLIC RECORDS of PINELLAS COUNTY, FLORIDA, SEC llOIV 32 TO~U/VSH/P 28 S RANGE ,6 E CAMP S 0 U L E _0 B Y S C U U T S O F A M E R I ERICA (89.67 SO. FT. 1 6 CONC. BERT, » 3 PROPERTY 6 CONC. t/ER . CURB INDEX N0. lOl 2 , CURB INDEX N0.707 a65g l ~2" ook 24" ook . Nary: f~NcE 11•l d5' FR01~IT 5~T8A~K I , a ~ o 0 3 a., Oaks a$ 89'39'37„ , g:5 5y aa~ J a ~1 ,g~ ' 1A to" oak g2 " g 6 E g a"5 831.51 o g1 py 9a _ y a a 9~ 12 ,Oak - .8 8 g0~ ag_90 a9' 6" Pine SuAL~ lJoT ~XC~F~ Z5`!N NElC~µ1° 88,21 6" Pine S&T PKNII -X •X X X-X %-~Fr-80t( %--X-%-X-X--% X %-X % X---X-- cP0 0~ o o r o o, 40 Oak p 6 Pine ~ --x-x-x x x-K--x-x--x--z-%-z-x-><-x--x---z-z--z-z-x o g ~ 4" Pine 4" Pine • S ,.,o.°,,,, ° 25 SETBACK.: ,4" Plrte CHAIN LINK FENCE o Ofhers~ $g•2~ % e~ ~ lump of 4 JOIN EXISTING ~"i1~,,,~~ E ~ i i .1 o 0 IA. .Q, t' ~ n, n, y ~ ~ a$' ~ ,•~o \ 9 5 12' ~ g' o o Q, ' g 8 0 • ' i e g PARKING (70 SPACES).. ; .0 1 0 a 4 935, $8 S . FT, /Paved ~ 5~ v W ~ o a.z5r 0• r.2sx g0 ~ N ~ Q ( ~ o Rµ1 . y 9 ' 5' Rod. $1 ~ ~ Io U p ( 2 g~ ~ o~p 1 ~ a S 'I S~ y w a. o p I I I I a~ I' I I ~ (typ,) 6 Conc. Header Curb . ~ 8,2 A ~ ~~I a ~ ~ ~ ~ o ~ ag s~ '2 a r'S J~ agy a V, (I j I I 9•~ ag' I I I I 6~, O 9 O 2p X o - r _ ~ ~ a9 ~ m ~ ~ X 8 r'S ~ ag' ~S 7 as - _ ~•g+ `4 O ~ i , ag ~S 89 82 ,?S, ~ ~ ~ ~ X x a8. ~ ~ ~ I ~ 'w," i ~ ~ ~ o ~ , GHT PO s ~ _ 0 DRY,REr ~ ~ ~ i ~ ~ 5 d ti ~ I _ ~ tr rs) Pl/MP OUS ~ ! h ~ I~ Ve Dyed) / \ ° ~ ~ ~ AkE11 0 R o h hers I I ~ I _I I _ I (y zo ER ~ cP ~ / ~ ~ ~ ~ e ~ ~ ~l 5 C r,, ~ ~ o x8 O ( ~ I 2 _ ` T ~ ~ ~ ~ 'W sB- ° ~ 8 r a 0 d 5 ~ w 0 k~ 0 o ~ e~ - , ~ OR e W. ° ° R ° ~ ° Ok, 0 0. r (!i 835 ~ ~Gr tk ( ~ 'cC , gQ Q' O y ~ w P ~ E G ;I, " 9 ~j °oo ~ ° P PGA ~ ~ p 8a. ~yp pk QL by ~ yg ~ I I , ( ~ J I I. ~ 0 6 nc. Heoder Curb 9 v ~ ~ 'c'S as a9~ a9' ~ ag' I LEI 'q I ~ ~ I I h 9~ / 5 8 9 / 1 ~ ~ ~ ~t . ' ~ e ~ / ~89~6 ~88~0 ~g~ a 214" Oaks ~8a~1 c8 11 k 0 e e 1 a9 ag ag ° ett 0 6' c DRY . h~ETf_NU t; AREA a ~ 5 .P 1 1 ~ ~ r A'I~EA ~ ~ 19 ~ 29 xp ~ ~ ~P e ~ b 1 o W,. PARCEL. A ~ ~ 25' i ~ qty ~ r W p t A ~c ~1 I L~ I Q I I I , G F ~ ~ (P roo . R X91 r ~ 9g 0 : SETBA K P SB 3 e /~CONST 70 SIDEWALK 6 O{r ~ ~ ~'ONCRETE 2 i 5' wau Ease, o xh ~ ~ a 00 t ~ 1• & sB-? se-~ E w i $ Go ~ ) o , Min, 5 Rod. J ~ Q~ ,9 S E (bY ~ w/6 x6 /70x70 W W, F, 3 99,97294 SF e, r° ~ 3 ~ 1 g o B ~ ~ o rte. ~ • o r 0 / a t5 ~ P C O I 1 1 W ~ t 9 , g 1 0 ~1 2 y ~ ~ 8 9 I, I I I ~ p0 a , ~ $g 5 ~ o° $ 1° a~ 6 N ~ p5 0 / 2 A ag' ~a 9 ) g0 90 a9~ i Z ~ ~O ~ S 'O 9 ~ ~ J 0 17 S 2l' in, CONST STORWATER RETENTION AREA.:. 0 r~' CONST, STORMWA TER RETENTION AREA`' 0 \ ~ ~ 2l rn, - g ~ - gQ. 6g T. D,B. ELE~ 90.00 ' ' 9o y9 - - ~ 9a 66 BOTTOM ELEV. = 89, 00 ~ ° ~1 D o Q : T.O.B• ELEV. - 89.25 g0. ? = 90 - o BOTTOM ELEV. 88.25 CONST, STORMWATER RETENTION AREAS / 3.' 9 SIDE SLOPES ~ ~ o o ~ : 3•' 1 SIDE SLOPES - ~ 35 T.O.B. ELEV. - 90.00 0 ~ ° 0 g ~ ~ SE BA K a2 a7. BOTTOM ELEI/ 89.00 ~ -g 0,2 g p k : ag' 90• gp ~ 22 9 ag, ~ v 9~ ~ ~ '3.'7 SIDE SLOPES ~ ~ 1~ ~ ~ F.P.C \ / / ~ g • ~ g9 9~ 8g a862 ~ a~ 88 F.P.C~~~Tower I ~ )1 }a ~ 8a1~x ~ ag• ~ 2 ~a N`1 0 ~ 90' 100' Florida Power Cor oration Easement I ~ h x 4, l 9 D,B, 1517P 164 /g0, W ~ b °i i /90, ~ i PARCEL _ B i ~ OQ 9 90 g0. ~ W fn . • 0 h ~ , x N _ m _ _ _ _ y 25' S TB CK 10' Drainage & Util y Easement, 6420-1039 ( 10' Ing,/Egr. Eose: ~ ~ PP ag' g1 'I 1 9 P •6~ 0 5' Olean PP 0~ g . - 9oS k~ 0,2~ e pP~89 ~ 89.22 892, FP`g~.2 g69"~~y1 " ' 0 6 ~ 1 0 p ay 9p Qj , .g2 8g g Dr der 90 ~ ~ 05 ~ S g 9 9~ 9 0• 0 ~ 9 ~ a S ~9 0 ~ ~ 9~' 9 ' 86 9 0 0 88, 8j 39'~ LR, _ y 9 9 3 a S 6 9 a9 5 ~ I , R , - - 6' _Wg o S L F e - - - - - I R. - - - - - - - - - - ' • - - - - - - - - I . R . 1 , 91, 6' wood F e n c e g9 - - - ~Ide Jaedge._ - - - - - - -2s - •8~~ - ~9r'~=------ ---1 - _ 6'WoodFence I.- I,R•8D1268 S 89'56'08"E 521.13' 4" Pine/row of t4 S 89°55'20°' E 316.$8' s - ` 5' WaII Ease, ~ - ~ ~1 , D 01 5'Dr.&Utll Eose 15' Dr & U{tl Ease V I: 19 ~ 2~ 21 _ 22 fyq I 'K W CHELSEA W O O D S P H P H S E I I ;I y~~ ~f Ir ~ - J Q 1 LAND USE: LANDSCAPING. LOCATION MAP ~c~i„r~ ~ C~.. r1~ ~1NT~ REQUIRED ALL LANDSCAPING TO BE BY CITY OF CLEARWATER PARKS AND RECREATION DEPARTMENT EXISTING ' ROP POSED MIN. or MAX. _ QED SWEETGUM WAY S m Dr MAX. ~ e;~ ~ " a v So`r~ t,} o m, i = w o ~ DEER RUN S ZONING DISTRICT; OS R OS,(R N A ~~A~ o Ckpress Bend Dr o Mqr~~@ ~ USE: VACANT PUBLIC PARK N/A LOT AREA SQ. FT): 215,397.00 215,397,00 DRAINAGE CALCULATIONS: ACRES): 4.945 4.945 .l~e- ~ a~ .J.~_ ~ ' f . G1.OR dp PARKCREEK OR FE LOT WIDTH: 257.75' 257.75' N/A Certified as a We and correct copy, On Augwt 13, 1495 the ENTERPRISE RD E RJtJ ¢ m LOT DEPTH: 839.51' 839.51' N A CITY OF CLEARWATER STORM DRAINAGE CRITERIA ~ ikvelopment Review Committee approved the site plan for the N'{ w w w Hlllereek Clr N ° ~ SouleRoadPark, K~ ~ ~ °a NEASP ~ a z z o w HAI 50 YEAR STORM EVENT, 1 HOUR DURATION ZONE'6 DENSITY (BASED ON NET ACRES);.. NfA NfA N/A zC Witness my harxtand the seal of the Tkvclopmrnt Code X ~ W ~ < a m m a ~C RATIONAL FORMULA Q _ CIA EXISTING C = ',20 BUILDING COVERAGE S . FT, : 00,00 (Q ) 64,00 ~A A ' ' kAf the City of Clearwater, Flori on this o m m v W June,l r+, tan SABER y DR w OOTH PROPOSED C = J5 OF SITE),: 00,00% 0,03% NfA 1 n t~ i z v GROSS FLOOR AREA, 00,00 64.00 N/A 1, DRAINAGE AREA A = 4,936 SQ. FT. ASPHALT PARKING AREA FLOOR AREA RATIO: 00,00% -0.03% N/A orator, Centrall?grmittjngDepattm t w ~ w w (.75)(4,2}(.11}(3600) = 1,247 CU. FT. STORAGE AREA A = 1,600 CU, FL `t- 5, 6 SUNSTREAM ~ ~d ~ ~ ~ OAK HILL RD m p CcrtlOcaQo Issul~cttgt¢efollowing; ~ ~4thAVE N Y a m SETBACKS 2. DRAINAGE AREA B = 14.440 SQ. FT. ASPHALT TENNIS COURT FRONT: N A 3 ' ' ~ for ~ i cnn issue'twdAm units the a licant must Q a w OAK COVE .75) 4.2 .33)(3600) = 3,742 CU, FT. STORAGE AREA B = 3,780 CU. FT. 35 ( ( SIDE: NJA 25' 25' ate to 'n a to ~ THI~RD~AVE o N ° HILLCREEK CIR S iC~ $ Z e fA REAR; NjA 25' 25' 3, DRAINAGE. AREA C = 4.478 SQ. FT, ASPHALT ROLLER RINK ° d j5~ 1) Provide copy of the,,' SwETtwD permit to 2ndAVE N MARLO 2(~0, j application and ~a~~tti~tiona to Environmental a w ao a iz ~ BETWEEN .STRUCTURES; N A N A A .75 4,2 .10 3600 = 1 134 CU. FT. STORAGE AREn C = 1 100 CU T / r-~- ( } ~ ~ F • ~ 1 WATERFRONT SIDE:. N A N A N/A ~ Management. FIRST AVE N ~ ~ ~ v~ ~ REAR:.':. N A N A N f A y~ Before the City aan issue a Centifiaate m ~ plnem TOTAL STORAGE VOLUME REQUIRED = 6,t23 CU, FT. ~ . TOTAL STORAGE VOLUME PROVIDED 6,480 CU. FT, JUN 1 2) Bring all substandard sidewalks and vi ~ HEIGHT: N/A 8 25 MAX. WITH BONUS.. PROVISIONS IF APPLICABLE : A N A N AX. sidewalk ramps adjacent to or a part of the ~ r ~A project up to standard, including ADA, and ° ~ D 0 T ~ ~ ~1 ~ Tt~~1 ~d0.TRAL PEBs~iT"i"il`IG ~ ~ N f ~W install sidewalk where none exists in the a tp~,~, n J 1 1 L 'Y 0~' LA~~s{r~T~R LIT PAVED .VEHICULAR AREAS (SQ. FT.): 00,00 4.935,88 N,/A a ~A street tight of way. ~ 2ND AVE S `y`r Applicant moat aanplete the following antions OF SITE}: 00.00% 229% N f A H ~ THIRD. AVE S ` SO L 0 NG LOG: i B RI OPEN SPACE 3} Obtain the requisite building permits " within Due(l) year from the site plan FOURTH AVE S DR r ~ TOTAL FOR THE LOT S , FT.: 215 397.00 171 609.4 N A Q ) 6 ~ certification date to prevent expiration of - v CREST ~ % OF SITE : 100,00% 7 ~ IN 9,70. 40~ M , ° _ _ _ _ FOR THE FRONT YARD SQ. FT.: 9019.5 6874.0 N A SB 1: SB 2: SB 3: SB 4: ) 2 2 L- '-MIN' the site plan certification. m o 9) Obtain the requisite certificate(s) of JONES LA ,L^ occupancy within three (3) years of the site R DR o % OF SITE : 100.00% 76.229' 9' M N. ( ) 75 . ;_MIN plan certification date to prevent expiration EGE 5 of the site plan certification. ~ 0.0-0.5 Medium Gre F.S. 0.0-0.5 Medium Gre F.S. 0,0-0.5 Lt, re .S. - CLEAR SPACE WATERFRONT PROPERTY}; N A A y y G y F 0,0 0,5 Brown to Tan F.S. ( --N~ N/A 51 Obtain review of and permits for signs and w CHANCERY o LANE ° CIELO CIR N 1RPC~ ~ w/grass roots w/grass roots 0,5-1,0 Grey White`F.S. 0,5-0,9 Lt, Grey F.S EXTERIOR PERIMETER BUFFERS: N A 10 10 NORTH SIDE 0,5-5.0 Yellow Tan F,S, 0,5-5,0 Yellow Tan F,S. 1.0-3.0 White F.S, 0,9-2,7 White F.S. - ~A 5 5 WEST SIDE RTH SIDE fencing/walls through separate roview and O 3CT N o ~ Q? ypRESS S~ T SIDE permitting procedures. S N Q Q w ~ BETHANY m CIELO IR S N - - PARKING LOT INTERIOR LANDSCAPING 5.0 6,0 Off White F,S, 5,0 7,0 White F.S. 3.0-4,2 Brown F,S. 2,7-4,0 bk. Grey F.S, McCORMICK m DR RD 'n Chelseo PIN ~ ~ z° > ~ m ~ CYPRESS ,~pG 6,0-7.0 Mauve F.S. 4.2-5.5 Ton F,S. SQ, FT,} 00,00 388.33 N,/A ,~A .,__i W o g helsea Dr N ,y ~ ~ MAN N v CT S N CAMDEN Chelseo PIS ELYSIUM ~ WAY ~ a 5.5-7.0 Lt. Tan FS. % OF PAVED. VEHICULAR AREA)i' 00,00% 7,87% 6% MIN. y c,~ Gnd. Water Table: -6,3 FT. Gnd. Water Table: -6.3 FT. Gnd, Water Table:. -5.5 FT. Gnd: Water Table: -3.0 FT. PARKING (GIVE APPLICABLE FORMULA):.. _ N/A 10 1 PER 3 PEOPLE CU 3 PEOPLE UNION STREET L 1 ARBELIA D~~ Q ~tnKE~ h r0 .ry L N ~ '.1 ~ ~ /l///Ii~~ . IN4ESTIGAIE DRAWN BY DESIGNED BY CHECKED BY CONTRACT N0. RECORD DRAWINGS P.W.D. r, i R ::a- ~~r. R G.LB; 96-7 E -k 5t.H0- CITY OF CLEARWATER, FLORIDA EXXCA CA BE VATYOU TE SCALE SURVEYCO BY " BOOK NO. JOB NO. ~r SURVEYED BY DRAWN BY 1 C~ - VERT, N/A 94162 CALL LOCAL PUBLIC REVIEWED BY 0 Q DA ' OR bWG NAME SHEET NO. q a. . , ENGINEERING DEPARTMENT UTILITY NOTIFICATION n PROJECT ENGINEER DATE . 11 CENTER HORIZ. 1" = 30' > Pd 31 q 94162cs2 1 OF 4 Su"' U L E R 0"' A 1) P` A 'Et" K ca 11 10U. FREE / c APPROVED FOR r[ APPROVED BY ~rER F ,11' ENGINEERING SERVICES MI1-800-432-4770 FOOR N, 48 HOURS 48 HOOUURS BEFORE BE RE CONSTRUCTION ,,,c, nar, Y•-l~?n nY t OATc " ~~Ftrrdffl~ Y4IJ'XCAVATE „ i. i,.. N t € I 9 CHIEF NN 1NE IR DATE L ^ LEGAL DESCRIPTION: PARCEL "A" and PARCEL °B" of CHELSEA WOODS SUB. PHASE II, as recorded in Plat Book 96 Pa es 86 thru 89 9 SEC Tl0/U ,32 TO WIUSHIP 2S S RA lV GE , 6 E of THE PUBLIC RECORDS of PINELLAS COUNTY, FLORIDA. CAMP SOULE A M E R I BOY SCOUTS O F ERIC A 89.67 S0. FT• 6"- GONG BERT. 1 3 Ex o.O~ PROPER-TY 6 CONC. t/ER . CURB lND N 7 CURB INDEX N0.90~ 2 $6 5g 12" Oak 24" Oak p NOTE FENCINt~ IN 35' FROM' S~TgACK 6 31 ° 3 6" oaks 6 S 89'39'37" E ' 6 ~ 5~ ag. $ ~1 g~ ~ t0 -Oak g2 g 6 g g~ 831.51 p g g1 05 96 ~ 6• ~ 9• t2 Ook 8 9 g0• 'd 90 8g 6" Plne SHALL N6I' ~XG&~D Z.5' !N N~I~NT. g8.21 PKNiI ~ X -X X X X-X X-6=AOi( ° X--X-X-X---X--X X~- X--X X X--X X X--X-~ --X-- S7 0 1 0 0 ~ 40 Oak • 6" Pine sir -x-x-x x x-x-X-X-X-x-x--x-X-X-x-X-x-X-x-X-x-X~,~ 0 4„Oak.. g. p y e ~ ° g0 6 Plne ~ 4" Pine 4" Pine . ° 9 s o 25 SETBACK j4" Pine CHAIN LINK FENCE e Others) ~g.2~ 3~ - 8~. mmp of a JOIN EXISTING r N a. ~ al ° ~ a8• . Y~~ ° o ~ ~ ~ i - 0 9• . h r,n. 5 a s ° g a o ; , i e o ~ ~0 5 2 0 9' ~ i 9~ ^ PARKING (70 SPACES) ~ ~ ~ ^0 1 0 ` a ~8 S . aved ~ `7 v W v o 1.25% 0• L25X g0 1 ti 4, 935 ~ Q FT. (P ~ o R~ ~ v c g ~-..-~..e. 5 Rod, . 2 Sa 1 ~ ~ ~ ° V 0 ~ I , ,I ~ a~ I I (typ,) 6" Conc. Heoder Curb s ~.2 A 9 ~ ~ aa• 1 ~ a r 4 ~ ~g' ?s 6" ?S 0g 5 6 V a I I I I g~ fig, I 1 I 6~' O 8 O 0 ~ ~ r ~ g9 5 tYj ~ , ; 9 ~C ! ~ ag ~ g9 6 / s ~ ~g ~ ~ ! ~ 89 05 8$ 9g 0~ 35 ~ ~ 8 I ~ ~-F~, _ r~ ~ b. ~ O , g. ~s 99 ~2 '?S ~ ~ ~ ~ i X ~ a8. ~ ' ~ I I ~ ro DRY'RET. ° , ~ iL GHT PO .?s f ~ yp ° ~ ~ a) red) ~ 1 e . ~ ~ b rs PUMP OUS ~ h ~ Ifs de ~ I AREA ~ ~ s 0 R o b hers , i I L-I I I g R ~ (y 20 ~ / ~ ~ e U~ ~ R Q• ~ ° 0 5 C X8 2 - k I h _ _ sa- ,J g o 0 d 5 ~ w 0 ~1 0 GR e w: o n R ~ ° ~k~ 0 0. ~ B3 5 cr , , ~ r~ Q g0 g0' a 00 0 y ~ t •oo / / 4 P ~ 5 cP P >t1 I I I I Y G I L'J h 6" nc. Neader Curb H ~ m a8 •y0 pk Q~ kg ~ ~ 0 9 U f ~ •?S a~' 8g 9g ~ F 8g' I I I `i I ~ i l 9 ~ 11 a ~ 'l 9~ - 0 ~ A ~ j / o ~ / ~ 8g ~0 ~ a8~0 ~g 2 14" Oaks ~ ~B,A~ o 0 11 g~0 / ~ 1~ U~ ~ e~' et 1 ~ ag. g a g r ~0 tr g a g e ~ .:Q ° e~ , ~ 0 6' ~ _ DRY l,~f_ TENTI AL'EA o ~ ; I 6~'g ~ , 5 +Q 1 l ~ _ x o ~ E +Q e n~ 1, v w. ~ ~ a ti w o o~ w F E ~i P ~ oo' ,~-PARCEL A_ a 0 : SETBA K o IQ Q 1~ Cj^ ~ I ~ I W ~ 2 P SB-3 'f ~ - ~ h8~5~CONST. 10' SIDEWALK 6 8g o w a k~ ~ B • o xh ~ ~ I q , 00 O ~ i ~ ~'ONCRETE 8 ~ 5' wali Ease. •0 1 ~ sB=2 sB-1 E w ~ ~ 1 o r ~ Min. 5 Rod 5 ~ 0 O 8 E by w/s Xs /10X10 w, w,F 1 9 q ~ ~ o rye. $ ' i l °o w . I ` ` ~ ~ 19, 972, 94 S,F, ~ e ~ ~ ~ ~ f ag. g• I I ~ I I - ~ p5 a 1 g 2 0 ~ 0 ~ ag, ~ 8g ~a 90 s, g Z ~ ~ _.,c 00 17 S 21' in, 21, CONST. STORMWATER RETENTION AREA 00 ~ ; ~ ~ CONST. STORWA TER RETENTION AREA 0 rT • g0' ~g TO.B. ELEV. = 90.00 9' W ~ ° 5 T.0•B. ELEK = 89.25 go• o ,2 - • BOTTOM ELEV. 88.25 so Q © CONST, STORMWA TER RETENTION AREAS g°~g _ _ ~g066 BOTTOM ELEV. = 89,00 p ~ ~ 3.' 1 SIDE SLOPES - 3' 1 S/DE SLOPES ~ ~ o / ~ o r 35 T.O.B. ELEV... - 90.00 0 0 g ~ ~ SE BA K ' g2 02 BOTTOM ELE~ _ ` 89.00 ~ go2 g ~ : Io 0 k $g, g0, 01 2 ag. U U g1 ~ ~ '3.'7 SIDE SLOPES ~ Xg '~-1~ .2 , ~ F•P~C 8g• ~ 2 h6 0~ 90' t00 Flor(da Power Cor oration Easement I ' " tl, l g - D,B. t517p 164 ~gQ• W as i ~9°~ ~ i PARCEL B i J ~ / 6 ~ Op g0 90 I~~ p 6 I~x~/66 ~ • ~ ~ - w ~o y~-"0----~g0~ c o . ~ • cry • o h . . . 10' Ing./Egr, Ease. 10' Drainage & Util y Easement, 6420-1D39 M N _ 5 2 S TB C - - - - `L~..3 <L--- g, - - - P -8- - ~ -a PP 8 ~7 'I 1 g • 6~ $ d~Q 5' Oleander aP Oq~ 5 9 06 11 p9 0 Oa3 9p g2 g~ g, 9p 00 O,S g 9 ~ 9 g g 03 ~9 S a S6 ~9 g ~ 9~ S~ g0 g0.2~ 9, 6g ~ ~9 60 89,22 8~ 02 ag, 873 PPS 9 ~.,2 tR. 86 g 8~..~ wz--- g LR, LR, 6 `dg 6'W9oSLEepsg------IR. I~ -----~.wlde.tted --I,91~6----6_Woodfence---- _ 9 9e- - - r a i S 89 56 08 E 521.13 4" ins/row of t4 9~~ - ---'9~~$----=-------I 6'WoodFence I - LR,8D126$. - S 89°55'2q" E 316.88' s - 5'WdIlEase.~- - r 0 3 15'Dr.&U tll. Ease, v v ut 19 ,5' Dr. & Util. Ease. 2 ~ 21 2 2 m r 'k W CHELSEA W00DS PH P H S E I I r m~a ~ ff ~ "'"gS N ~ s <!~p'~~ ~ ~ r pp~ ~ 5 , ' ; JUy `~96 C PING: LAND USE:. LANDS A ~PtgL rM LOCATION MAP Gl~~CIµl~~~~f~16)~C REQUIRED ALL LANDSCAPING TO BE BY CITY OF CLEARWATER PARKS AND. RECREATION DEPARTMENT I EX STING P OR POSED IN. or AX. RED Vl ~ j u ° ~r OF AX. ~ ° u o S V SWEE('TCUM WAY S m ,n ~ u a ~ ~ aLih 1~ O ~A - Y ~ ~ Cypress =Bend Dr w o Morr/o DEER RUN S O ZONING DISTRICT: OS R OS a .USE:' VACANT PUBLIC PARK N/A J/A ~ C~ LOT AREA SQ. FT.)s ~ 215.397.00 215.397.00 N/A f i 01.p4 ryo PARKCREEK DR FE J/A Certified as a We and correct copy. On August l3, 1995 the DRAINAGE CALCULATIONS: ACRES): 4.945 4.945 N/A ..LOT WIDTH: 257.75' 257,75' N/A J /A Development Renew Committce approved the site plan for the E Ja Q J%A Soule Road park. ENTERPRISE RD 4 ~ LOT DEPTH: 839.51' 839.51' EPS~~T ~ ~ ~ oillcreek Clr N HAI ~A Witruss my fiend and t)~e seal of the Development Code \ ° 4A z z z z w o r OF C EARWATER STORM DRAINAGE CRITERIA ' N,(A CITY L 50 YEAR STORM EVENT 1 HOUR DURATION ZONE 6 ' i oWr of the Ciry of Clearwater, FTorida n this \ w ~ o ~ ~ m L DENSITY (BASED ON NET ACRES): N/A N A N/A RATIONAL FORMULA Q =CIA EXISTING C = .20 BUILDING COVERAGE SQ, FT, : 00,00 64,00 N ( ) J /A of Tunef,/I~ / x Q z 4 4 m ° ~ J f A • l/'t r' gi ~ 3 Q ~ ~ ~ PROPOSED C = .75 OF SITE):.:. 00.00% 0.03% N/A inato6Cenual ermittingDtpa cnl to SABER } DR w 00TH L GROSS FLOOR AREA; 00,00 64.00 1, DRAINAGE AREA A = 4,936 SQ. FT. ASPHALT PARKING AREA FLOOR AREA RATIO: 00,00% 0,03% A 7 c ~ ~ ~ ~ J~ Cerllifcatlon.r~subJcrt to the folloiving w J/A SUNSTREAM ~ z ~ w OAK HILL RD y o (,75)(4.2)(.11)(3600) = 1,247 CU. FT. STORAGE AREA A = 1,600 CU. FT. - SETBACKS Before the Cit~cad_ issue b~iildi~muts. the epphcant must 4lh AVE N y a ~ ~ ~~w a m 2. DRAINAGE AREA B - 14.400 SQ. FT. ASPHALT TENNIS COURT FRONT: N jA 35' 35' aompletethefollowin' to 1 rc ~ _ ° a w OAK COVE (,75)(4,2)(.33)(3600) = 3,742 CU. FT. STORAGE AREA B = 3,780 CU. FT. SIDE: N/A 25' 25' 35' 1) provide a copy of, the SWFMWD permit THIRD AVE ~ N o. HILLCREEK CIR S ¢ o z 5• application and calculations to Environmental _ N~ g ~ REAR: N/A 25' 25' ~ Management. m MARLO O(~q ~ a 2nd AVE N 3. DRAINAGE AREA C = 4.478 SQ, FT. ASPHALT ROLLER RINK BETWEEN STRUCTURES: N A N A N A .75 4.2 .10 3600 = 1 134 CU. FL STORAGE AREA C = 1 100 CU. FT. Before the Cit aan isaueia Certifioate w ~ ~ J~ o Ocoupanay, app can mua : ~ FIRST AVE q ~ m ( ) ~ WATERFRONT SIDE. N/A N A N/A _ REAR: N/A N A N/A m Pfne Oa Or J/A 2) Bring all substandard sidewalks and ~ ~ TOTAL STORAGE VOLUME REQUIRED - 6,123 CU. FT. sidewalk ramps adjacent to or a part of the o project up to standard, including ADA, and vi o TOTAL STORAGE VOLUME PROVIDED = 6,480 CU, FT. >if r, ~ k,; ~f 4~ ~ i HEIGHT: NfA 8 25 MAX, MAX, install sidewalk where none exists in the ~ r PROJECT l~ ~ ~ ~ ~ ~ WITH BONUS PROVISIONS (IF APPLICABLE); N A N/A N A c, d~ street right of way. ° a A~pii ~ttamst caaplete the follosri notions 0 2ND AVE S I~, PAVED VEHICULAR AREAS SQ, FT.: 00.00 4.935.88 N A ~ ) _,L._ CIA 1.71 % of sITE)~ oo.oo% 2,29% NJA X96 A 3) Obtain the requisite building permits ' THIRD AVE S within one(1) year from the site plan ' f~ SOIL BORING LOG: v r ! r ,m., 6 °Ir~r~°' ~ OPEN SPACE certification date to prevent .expiration of DR the site plan certification. FOURTH AVE S ~ ~ `6Cf~d~ E TOTAL FOR THE LOT SQ. FT.: 15397.0 171 60 .64 N J,/A 4) Obtain .the requisite certificate{s) of ~ CREST occupancy within three (3) years of the site m ~ ~ 1,~TE ~ % OF SITE); 100.00% 79.70% 40% MIN. c~ 79_MIN, plan certificationdate to prevent. expiration S ° JONES LA J~A of the site plan certification. R DR SB - 1: SB - 2: SB - 3c SB - 4: FOR THE FRONT YARD SQ. FT.): 9019.25 6874.20 N/A % OF SITE ~ ` 100.00% 76.22% 75% MIN. ( ) 5) Obtain review of and permits fox signs and EGE Z o MIN• fencing/walls through separate review and 5 ~ 0.0-0.5 Medium Gre F.S. 0.0-0.5 Medium Gre F.S. 0.0-0.5 Lt, Gre F.S.. .0- . w CLEAR SPACE WATERFRONT PROPERTY : N A N A N/A o, Y y y 0 0 5 Bro n to Tan F.S. ( ) J/A permitting procedures, z CHANCERY ~ LANE ° CIELO CIR N PCE m w rass roots w toss roots 0.5-1.0 Gre White F.S. - EXTERIOR PERIMETER BUFFERS N A 10' 10' NORTH SIDE /9 /9 Y 0.5 0.9 Lt. Grey F.S , 1RTH SIDE O ~cT N ~ g ~ YPRESS~ V S_E T SIDE _ 5 ~ ° BETHANY m CIELO IRS 0,5-5.0 Yellow Tan F.S. 0,5-5.0 Yellow Tan F.S. 1,0-3.0 White F.S. 0.9-2J White F.S. N/A 5 5 WEST SIDE v - - PARKING LOT INTERIOR LANDSCAPING 5.0 6,0 Off White F.S. 5.0 7.0 White F.S. 3.0-4.2 Brown F.S. 2.7-4.0 Dk. Grey F.S. McCORMICK DR RD N Chelsea PIN ~ ° ' ~ ~ °z 1' ~ ~ ,CYPRESS •~p,C cti 6.0-7.0 Mauve F.S. 4.2-5.5 Tan F.S. (SQ. FT.) 00,00 388.33 N/A ~/A W o ~ helsea Dr ~ , ~ ~ v CT S N AMDEN Chelsea PIS ELYSIUM w WAY ~ o 5.5-7.0 Lt, Tan F, S. OF PAVED VEHICULAR AREA): 00.00% 7.87% 6% MIN. v a MIN. ~ ~ Gnd. Water Table; -6.3 FT. Gnd, Water Table; -6.3 FT. Gnd, Water Table: -5.5 FT. Gnd. Water Table; -3.0 FT. PARKING (GIVE APPLICABLE FORMULA); N/A 10 1 PER 3 PEOPLE UNION STREET 3-~E°?LE C~ Da0© Q~ n InE Cll - 1 ARBELIA D~~ Q n~ i I m I I A ~ - z' L IL ~~J DRAWN BY DESIGNED BY°'"" CHECKED BY CONTRACT N0. RECORD DRAWINGS ~~rr.., I iu~menreTr P.W.D. r.I ~ e,Lr`'i~.. G.L.B: 96-7 SCALE SURVEY 6 B %BOOK NO. JOB NO. ?'''~cSEA~"^ ~ CITY OF CLEARWATER FLORIDA BE`CA SURVEYED BY TDRAWN BY \1 C~~ i EXCAVATE VERT, N/A 94162 CALL LOCAL PUBLIC ~r D VDRAWNI I 4K~ U'DWG NAME SHEET NO. :Et REVIEWED BY Z~x ENGINEERING DEPARTMENT UTILITY NOTIFICATION HGRIZ. 1 = 30 312/96" 94162cs2 1 OF 4 0L)ULE NUAV vi-JA A R K C) PROJECT ENGINEER DATE m CENTER TOLL FREE tF APPROVED FOR 'lam ? 1-800-432-4770 APPROVED BY 9rR F MIN. 48 HOURS BEFORE ENGINEERING SERVICES CONSTRUCTION fY YOU atOAVAte fH fr C'a~;1i:rFa CHIEF MIN DATE t PTION. PARCEL "A" and PARCEL "B" of CHELSEA WOODS SUB. PHASE II, as recorded in Plat Book 96 Pages 86 thru 89 LEGAL DESCRI SECTION 32 TO~UIVSHIP 28 S l~AIVGE ,6 ~ of THE PUBLIC RECORDS of PINELLAS COUNTY, FLORIDA. U L `E CAMP SO I BOY. SCOUTS O F A M E R ERIC A SONS „ 89, 67 SQ FT. 1 6 CONC BERT, ~ PROPERTY 6 CONC. !/ER . CURB INDEX N0.101 2 CURB INDEX N0, 907 yg N~ ~ FENGfNG 1N 35' FRONT S~T'SQCfS g6 12" Oak 24" Oak 5,4ALL Nfs7" I;.XC6Ef> 2.5' In/ N6/G{JT ~ o o " 3 e" oaks a S 89'39'37" E ~ 831.51' 5 a ~6 53 as ~ a h~ g~ 1~ 1 o Oak 9 •g212" Oak ag 6 ag a 0' ° 0g 990 ~ ag 9a ine a a g s P 8 2~ 6" Pine a PKNiI ~ c '---X X eX X-X X-Ff=-9ak ~ X-X-X-X-X--% X-- X--X40 OOkK X X X X---X--- --X- sir -x-x-x K X-x-x-x-x---X-x-x-x-x-x-x-X-x-X-x-x-X~,I C 4"Oak. ti9 0 1 0 ~ a ~ 6 Pme ~ '4" Pine 4" P(ne g' •s o ° ° 25 SETBACK ,a" Pme CHAIN LINK FENCE o Others 89,23 - a~• lump ar 4 o ~ ~g G r JOIN EXISTIN , ~ ~ i ~ c. ; g ~ a ~ ,.'9p . ` s' 5' 1r 9' ° 0• ° g a o : , ~ g~ ? PARKING 70 SPACES ~ ~ ~ 0 1y 0 f 9 ( ) ~c~ 9 ~ ) 0 0 'a ~ v w v ~ 0 1.259' 0' 1.25% g a 4, 935, $8 SQ FT (Paved) ~ ~ i 9 5' Rad 1 ~ o ~ o I 1 ~ ~ I V 0 t 6" Conc. Header Curb as ~ w a. o ~ o I I ~I I gaa I I (mJ ~ a,2 ~ A ~ ~~I ~ a 5~ v a ~o ~ a ) ~ " ? a •?S - ~J~ ag' Sa ~ a I I j jl a9• 09, I ,i I I g 6 O as O ~ ~ ~ 891 ~ / ~ 8g 85 88 g9 885 } o { ~ ~ a ~4j I ~ p `s ~ on' . r r ~ r ~ ag' p0 cp ~ $ ?S ~ ag ?s s ~ y b DRy~~~r. ~ ~ - ll cHT PO f ~ ~ d) ,_,~r PUMP OUS ° t) h ~ ve b rs) , , 0 R 0 ~ Ar~Ea I- I r _ 9 R (p ved~ f f o ~ ~ . ~ cp° / ~ ~ f ~ by hers 20 II I ~ ( _ L ~ 4 oL f o ~ Q 5 C ~ ~ ° o 2 ~ c ,t 7g• ~ x8 tJ ° 5 IOC oo ~ QQ j ~ o Q e~ w 5 n: 0 0 0 ~ ~ ~ o 0 1` o o p. p. • ~ T (n \ ' 835' A~(~ Gr ~ ~ c~.: • - g ; " g C o / / QP ~ 5 cP ~ Lr' ~ h I I'Q I G I I; ~ h 6 nc, Heoder Curb - H m as ~o o ~ 3a t, K, ~o ~ a. ag Q g. g. I L I I 9• 1~ $g I X S ~ a .A ~ a ~ y, X a I I.~ ~ ~ C1 V, a ,.s3 - - - h /i S o {~9~p ~89~6 ~ ~88.1p ~g18 2 t4" Oaks ~gk1 0 o 911 ~ 1 g g ~ _ , . ~ w 0 ~ ere 9 a a g,a z ~ , G ~ . ~ 0~ 6' ~ ' ~ ~ :a ~ DRY ; RETENTI ~ AREA ~~REA ~ ~ a ° e ~P 1 1 N, - W ~ t, : E d a n~ 1 t J w, x o tJ ~P e ti w. ~ b c~ q Gr ~1 I I p I , I I , o (~1 ~ F fo ~ PARCEL A ~ ~ ~ 9 4 : SETBA K ~ R ne{S~CONST 10' S/DEWALK 6 a I o W U ° p B r, - a xh w~ I 1, a k0 SB 2 Q ~ ~'ONCRETE 2 f: I 5' wall Ease. •o s6-' E N ~ ° G k, y E (by w/6 x6 /10x90 W, W.F, ~ ~ I ~ 3 79, 972.94 S, F. '~s' `L,~' o r f , Min, 5 Rad. J ~ Q ~ B 2 1 g .o ~ ~ o a S' I o f I I p ~p e, ~ 9 5 a po a9 ~o a8,~1 a~ 6 0 w Q x! g~ 0 91 0 I ~1 2 5 I I ~ , $ g I O 2 0~ 05 I 9 0 9 t 9• g ~ 9 ~ a9 f ~ i ~o a ~ 5!a `90 ~ ~ ~ so v ° ~ ?s 17 p 21' in. 21, CONST. STORMWATER RETENTION AREA 9.p0 ~ ; CONST STORWA TER RETENTION AREA `1 . g0' 6g T.D.B. ELEV. = 90.00 ^ 90 69 _ _ ~ 90 66 BOTTOM ELEV. = 89.00 W ~ 0 5 ~ T,0.8. ELEI/ _ 89,25. go o ,2 so o BOTTOM ELEV. = 88.25 CONST STORMWATER RETENTION AREAS 3.' 1 SIDE SLOPES ~ ~ o ~ ~ 3.' 1 SIDE SLOPES T, O.B. ELEI/ = 90 00 0 / m o ~ 35 0 _ 29 ~ \ / I o 0 ~ SE BA K a2 02 BOTTOM ELEV. - 89, DO ,1~ go ag 9 9 0• 0 2 U ~ ~ ~ ~a g ~ 3.'1 SIDE SLOPES. ~ xg 13 .2 ~ ~ F.P,C ~ / ~ ~ 99~ a91~ aa62 e~ a8 ~ F.P.C~~~ower I ~9 ' xa 99 99 ~ ~ 8a1~x ~ ag ~ ~ g a2 ~e , 0 100 FI>rida Power Cor oration Easement I ~ ~ g0• 9 P g0• u L4 D.B. 1517-164 W vs i ~9p~ ~ i PARCEL B i b•c X66 J ~ g0 90 p. ~o - ~ w x~ b~ , ~ • ~ h 10' Drainage & Util y Easement, 6420-1039 I 10' Ing./Egr, .Ease. PP ag' 1 1 $ P o~ 2 8 h0 5' Oleander 9 PP 04~ p5 g0, ~ 6'I ~ 1 90. 0 $ 90, 9 9 ~ ag, QS ~g~• 0• 67 g0• 9 9~ 9 g g0 03 ag S 6 9 gg _ hp 2k - PP 89 ~ 9,22 8,92 ~ , as 2 86 9~ ~;,5~.,~ 6~ 9p, g0• ....9,86 ~ 960 v 8 8j39~., . LR. ~ ,.w_ g5 ~.R. t .9 ag• 8g 3i,R, L---- 6'~od_Ee~.e.------iR. 1.,---._._.2~Jde.hed99e----------- - 1~6----6'WoodFence---- ,9~~--- - ,,9)6~ - ~ I 6'WoodFence - I.- hR,8~298 - S 89'56'0$"E 521.13' 4" Ina/row of 14 ' ' _S 89'55'2Q° E 316.88' - _ - Y _ - _ - SfWallEase.~_ - - - - - - - - - - 15, Dr, 3t Utll. Ease, a ~ g 5' Dr. & aril. Ease. ~ 2 0 21 2 2~,^~~ N , a - s W CHELSEA W00DS PH P H S E I I CertSed as i We co . on august 13. Its the 4 i.d~ ~ ~ ° ~ Development Review ComnSittee approved the site plan for the Soule Road Psrk, I q $f~FU'yb ! I ~r' ~~~~~J ~~~i~~~ Wile s m hand and I y _ ~ tfip seal o}',~e Developmem Code ~6 forofihe t teerwater,Flori onthi ~ryQl,a • ~ay of JunE~ 1996. ' . ~ i LANDSCAPING: LAND USE; `A LOCATION MAP J X01996 • , ~mttx, CenV, 4 itli4S'~partmcnt . F L ARWATER PARKS AND RECREATION DEPARTMENT REQUIRED ' ~ ~ ALL LANDSCAPING TO BE BY CITY 0 C E EXS NG PROPOSED IN, or MAX. CertlflcaElon is auhJect tat jhe Fo~loeing: DE MAX. o ~ "o o° 3 ( / SWEETGUM .WAY S m B - r/ " e o the Ctt~ can issue buildine ceanits! the applicant must ' 0 m ethefollo t'o ~ t t ZONING DISTRICT: OS R OS R N/A / o Cypress ^ x8end Dr w o Mprr(e DEER RUN S ~ A n ~ ~t1 USE: - VACANT PUBLIC PARK N/A 1) Provide a copy. 'of the SWEMWD permit application and calculations to environmental LOT AREA (SQ. FT.): 215.397.00" 215,39700 N/A Management. ! A 01.Oa dp PARKCREEK DR FE DRAINAGE CALCULATIONS: (ACRES); 4,945 4.945 N/A Before the Cit oan issue a Certificate LOT WIDTH: ~ 257.75' 257,75' N/A o Ooc awn aPP can mua : > , ENTERPRISE RD E ~d < ~ LOT DEPTH: 839.6 839.51 N A ~~PSPy'(~ z z z Zlllcreek Cir N HAI \ w 2) Bring all substandard sidewalks and CITY OF CLEARWATER STORM DRAINAGE CRITERIA sidewalk tamps adjacent to or a part of the 50 YEAR STORM EVENT 1 HOUR DURATION ZONE 6 I =Q ~ Z Q < m ~ ° ° DENSITY (BASED ON NET ACRES): N A N A N/A .project up to standard, including non, and RMULA =CIA EXISTING C = .20 install sidewalk :where none exists in the RATIONAL FO Q BUILDING COVERAGE SQ. FT.): 00.00 64,00 N/A i/3.- ~ 3 w N ~ ~ 8C m w street right of way. PROPOSED C = .75 % OF SITE):' 00.00% 0.03% N/A A vai SABER r Dft w 00TH a licant must late the followl .lotions i..'~r~,t, ~ GROSS FLOOR AREA: 00;00 64.00 N/A as "~1O8Le"` 1. DRAINAGE AREA A = 4,936 SQ. FL ASPHALT PARKING AREA ' kw~ ` e~ ~ : 1 FLOOR AREA RATIO: 00.00% 0.03% I /A W ~ W W 3) obtain the requisite building permits 75 4,2 11 3600 = 1,247 CU. FT. STORAGE AREA A - 1,600 CU. FT. I~ SUNSTREAM ~ ~ ~ v w OAK HILL RD y p 4th AVE N Y ~ a m a: ~ _ within onell) year from the site tk " `t A KS plan i, ~ SETS C certification date to prevent expiration of t.~C~ ' THIRD AVE w < w OAK COVE N a. HILLCREEK CIR S ~ ~ the site plan certification, 2. DRAINAGE AREA B = 14.400 SQ. FT, ASPHALT TENNIS COURT FRONT: N A 35 35 JUN 171996 , 4y obtain the requisite certificates} of (J5)(4.2)(.33)(3600) = 3,742 CU. FT. STORAGE AREA B = 3,780 CU. FT. SIDE: G N A 25 25 35~ o occupancy within three )3) years of the site A 25' 25' REAR: plan certification' date to prevent expiration _ s~ ~ )5>~ a ~ 2ndAVE N MARLO o(~a. w ~ ~ of the site plan certification. 3. DRAINAGE AREA C - 4.478 SQ. FT. ASPHALT ROLLER RINK 4, e BETWEEN STRUCTURES: N A N/A N A 5) Obtain review of and permits foY shins and J5 4,2 .10 3600 = 1,134 CU. FT. STORAGE AREA C = 1,100 CU. FL ~'91 ~ O~ CLET,F~~'U~T WATERFRONT SIDE: N A N A N A FIRST AVE N ~ pr m fencing/walls through separate "review ant'; REAR; i N A N A permitting procedures. N/A ~ `k ne Oa d TOTAL STORAGE VOLUME REQUIRED = 6,123 CU. FT. tt0!! Dr O U) _ = CU. FT I - TOTAL STORAGE VOLUME PROVIDED 6,480 HEIGHT: N/A 8' 25' MAX. ~ WITH BONUS PROVISIONS IF APPLICABLE :k N A N A N A ~ ~ a PROJECT SITE I~A v 2ND AVE S PAVED VEHICULAR AREAS SQ. FT, ; 00.00 4,935.88 N/A , /A THIRD AVE S a % OF SITE): 00.00% 2,29% N/A SOIL BORING LOG, OPEN SPACE ` FOURTH AVE S DR ~A ~ CREST v TOTAL FOR THE LOT SQ. FT.: 215.397.00 171,609.64 N A n, ) % OF SITE):, 100.00% 79.70% 40% MIN. ~ _ FOR THE FRONT YARD SQ. FT. 9019.25 6874.20 N f A 6 MIN, m o I R DR o JONES LA SB 1; SB - 2: SB - 3: SB - 4; a. % OF SITE),;',.. 100.00% 76.22% 75% MIN. _ _ _ CLEAR SPACE WATERFRONT PROPERTY): N/A NfA NJA ~ 0,0 0,5 Medium Grey F.S. 0,0-0.5 Medium Grey F.S. 0.0 0.5 Lt. Grey F.S. 0.0 0,5 Brown. to Tan F.S. ( , MIN, EGF 5 Z CHANCERY v LANE ° CIELO CIR N PC6 m w/grass roots w/grass roots 0.5-1.0 Grey White F.S. 0,5-0,9 Lt, Grey F.S EXTERIOR PERIMETER BUFFERS. N A 10 10 NORTH SIDE ~ N A 5' S WEST SIDE ~RTH SIDE O ~cT N F s ~ YpRESS~ IE~T SIB 5 cai o BETHANY m CIELO IRS C ~ 0,5-5.0 Yellow Tan F.S. 0,5-5.0 Yellow Tan F.S. 1,0-3.0 White F.S. 0.9_2,7 White F.S. PARKING LOT INTERIOR LANDSCAPING: N 5,0-6.0 Off White F.S. 5.0-7.0 White F.S. 3.0-4,2 Brown F.S. 2.7 4A Dk. Grey F.S. S , FT. 0000 388.33 N N McCORMICK ~ DR i RD v, Chelsea PIN = ~ ° CYPRESS ~µP cu 6.0-7.0 Mauve F.S. 4.2-5.5 Tan F.S. Q ) !/A W o ~ helseo Dr ~ ; ~ v CT S N CAMDEN Chelsea PIS ELYSIUM ~ WAY _ % OF PAVED VEHICULAR AREA); 00.00% 7.87% 6% MIN. 5.5 7.0 Lt. Tan F.S. ~r _ _ _ _ PARKING (GIVE APPLICABLE FORMULA); N A 10 1 PER 3 PEOPLE N Gnd. Water Table; 6,3 FT. Gnd. Water Table: 6.3 FL Gnd. Water Table: 5,5 FT. Gnd, Water Table: 3.0 FT. ~ UNION STREET 3 PEOPLE Dc]Oc~ n LAnKE N L - ARBELIA D n~ I i ~ I I A N G LL CV DRAWN 13Y DESIGNED By.'`''"' ""P+.;, CHECKED BY CONTRACT N0. RRf'(1Rf1 IIR~Vtllt\If;C .,iNiiir~~.._ ~ ~"u<ennsR 1 P.W.D. ~~~,B;.cCt: ' G.L.B: 9fi-7 r I,L-V VI NV VI ,I , III1, VV ' - if SEA~~ CITY OF CLEARWATER FLORIDA BEFCAE SCALE SURVD byBOOK NO' ~/A JOB NO, 94162 ~ EXCAVATE TE SURVEYED BY DRAWN BY \\1 0 VERT. \\I~, - CALL LOCAL PUBLIC DATEtRAWN40 ~F ~~G'NAME SHEET NO. HORI 1" = 30' 3,12 / 6 94162cs2 1 OF 4 " REVIEWED BY f7 Q UTILITY NOTIFICATION ENGINEERING DEPARTMENT s U U L Erl""i R 0 Al)" P A R" 1 K' N ° CENTER p PROJECT ENGINEER DATE <x : 9p O 1\ TOLL FREE APPROVED FOR F~I~\ 1-800-432-4770 APPROVED BY ~r I ENGINEERING SERVICES ~R I MIN. 48 HOURS BEFORE 1, T CONSTRUCTION i c IV ^AT r1F11rrC1l VOV'XCAVATE C CHIEF ENGINEER ! DATE