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PSP92-05; CSP92-05PSP92-05; CSP92-05 1701 HERCULES AVE N CITY OF CLEARWATER SOLID WASTE VR RECEIVED CITY OF CLEARWATER AL1113 0 2 1994 Interdepart nt Correspondence CITY CLERK DEPT. /- TO: Cyndie Goudeau, City Clerk !/J FROM: Scott Shuford, Development Code Administrator/Central Permitting Director //// SUBJECT: Simple Adjustment to the Certified Site Plan for City of Clearwater Solid Waste Complex (PSP 92-05) COPIES: See List Below '1- O DATE: August 1, 1994 q The applicant has submitted a request for a Simple Adjustment for this site plan last certified on January 7, 1993. The change to the site plan includes: the addition of an adjacent 1.55 acre parcel of land; the deletion of one vehicle parking space; the addition of the 80'x 75' recycling building with its associated 50'x 70' semi-trailer loading dock; and the Site Data Table. New condition(s) include: 1. The applicant shall obtain a building permit within six months from the date of certification. This amendment to the certified site plan is approved as a Simple Adjustment to the site plan for City of Clearwater Solid Waste Complex, last certified on January 7, 1993. Please certify the attached plans and distribute to those listed below. SS/LRH/lrh cc: Scott Shuford, Central Permitting Director 1AUG Terry Jennings, Engineering Chuck Warrington, Gas Department Tom Miller, Environmental W Q 19 Ream ikon, Parks & Recreation Director Don Meerians, Traffic Engineer, j-r°?efi??a Victor Chodora, Building Official ???L P'`- Cyndie Goudeau, City Clerk ?' ?? G??-CSR Steve Doherty, Central' Permitting. Supervisor Developer/Project Sponsor (3) - Glen L. Bahnick, Engineer II City of Clearwater Engineering Group P.O. Box 4648 Clearwater, Florida 34618 8sa9205.lrh i I CITY OF CLEARWATER j Interdepartmental Correspondence TO: Don Meerians, Assistant Traffic Engineer; Bob Maran, CE 111, Engineering Work Group; Mike Ouillen, Environmental Group; James Goodloe, Fire Marshall; Stephen Sarnoff, Zoning FROM: 1 Allen V. Mahan, Coordinator, Central Permitting i SUBJECT: i Re-certified Site Plan for City's Solid Waste Complex (CSP 92-05) DATE: May 2, 1996 1 Attached is a copy of the above referenced site plan submitted on May 1,1996 for re-certification. Please refer to ;the original certified site for comparison to recertify. This minor amendment to the site plan involves: adding a fueling farm and fuel station to the site plan. If you find the revised site plan to be acceptable, please initial and date next to the applicable condition(s) on the attachment. 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) •,? I ' ; ! CITY OF CLEARWATER Interdepartmental Correspondcncc TO: ; (Son Meerians, Assistant Traffic Engineer; Bob Maran, CE III, Engineering Work Group; Mike Quillen??, Environmental Group; James Goodloe, Fire Marshall; Stephen Sarnoff, Zoning , FROM: I (Allen V. Mahan, Coordinator, Central Permitting ' I I ? it }1 i SUBJEC?: Re-certified Site Plan for City's Solid Waste Complex (CSP 92-05) DATE:` I f May 2, 1996' ' Attached is a copy of the above' referenced site plan submitted on May 1,1996 for re-certification. Please refer `to ;the original certified site for comparison to recertify. This minor amendment to the site plan involves: adding a fueling farm and fuel station to the site plan. If you find ihe. revised site plan to be acceptable, please initial and date next to the applicable condition(s) on the attachment. If you do have an objection and/or recommendation, please comment below or attach your comments to The intent is to certify this plan by; Wednesday, May 17, 1996. your assistance. TT ?Vm VMI , I ! I •i , 11. is ? CSP9211R2.avm ?i i i !. i MAYQS 1996 1 ., ; ? ! ! is , r CITY OF CLEARWATER , j, , RECEIVED CITY OF CLEARWATER MAY 2 5 1993 Interdeparpe Correspondence CITY CLERK DEPT,; 1993 TO: Michael Wright, City Manager City &i ? ci? ? FROM: Scott Shuford, Development Code Administrator/Planning PA?figer VIA: James M. Polatty, Director of Planning and Development SUBJECT: Minor Amendment to the Certified Site Plan for the City of Clearwater Solid Waste Complex (PSP 92-05)s COPIES: Kathy Rice, Deputy City Manager; Louis Hilton, Development Planner II DATE: May 19, 1993 Attached please find a copy of a minor amendment to the above referenced certified site plan. Please note that the appropriate Development Review Committee members have initialed their approval of this minor amendment. Please indicate your approval or disapproval with your signature in the appropriate space provided below. If you find this minor amendment to be in compliance, please forward your approval and the site plans to the city clerk for certification and distribution to the departments listed. Should you have questions or comments, please contact either myself or Louis Hilton, Development Planner II. Xf"APPROVED Fr--11 U NOT APPRO D Michael J. Wright, Ci Manager Date cc: James M. of ty, Jr., Director of Planning & Development ? William C. er, Director of Public Works/City Engineer Chuck Warrington, Gas Department Tom Miller, Environmental Ream Wilson, Parks & Recreation Director Don Meerians, Traffic Engineer Victor Chodora, Building Official Cyndie Goudeau, City Clerk Steve Doherty, Zoning Section Supervisor Ted Clarke, Planner II (Memo Only) Developer/Project Sponsor (3) - Mr. Craig C. Montgomery, P.E. Camp Dresser & McKee, Inc. 19345 U.S. Hwy. 19 North Suite: 300 Clearwater, Florida 34624 S L"'? CITY OF CLEARWATER 9q' o? Interdepartment Correspondence ?ATE TO: Terrence Jennings, Chief Engineer FROM: Louis R. Hilton, Development Planner II SUBJECT: City of Clearwater Solid Waste Complex - Site Plan Amendment COPIES: Scott Shuford, Planning Manager Glen Bahnick, Civil Engineer II DATE: August 11, 1993 The certified site plan for the new Solid Waste Complex needs to be amended to reflect the following three changes and any other changes that I am not aware of: (1) The addition of a small storage building - not on current certified site plan (2) The addition of two vehicular access ways to property from the south - not on current site plan-, and (3) The addition of two parking spaces - not on current site plan. Please have your staff contact me as soon as possible to request a minor amendment to the certified site plan in order to process the building plans which are currently under review. If you should have any questions regarding my request, please contact me at 6880. LRH1vld SWCplx.lrh CITY OF CLEARWATER Interdepartment Correspondence Sheet TO: Louis R. Hilton, Planner II FROM: Glen Bahnick, Civil Engineer II 14_1 0 COPIES: Terry Jennings, Chief Engineer SUBJECT: Minor Amendment to Certified Site Plan City of Clearwater Solid Waste Complex 1701 N. Hercules Avenue DATE: July 14, 1994 Pursuant to your request, please find attached fourteen (14) signed & sealed copies of the amended certified site plan for the subject project. The revisions to the original certified site plan include the following items: 1. The addition of an adjacent 1.55 acre parcel of land. 2. The deletion of one vehicle parking space. 3. The addition of the 80'x75' recycling building with its associated 50' x 70' semi-trailer loading dock. 4. The Site Data Table has been revised accordingly. attachments louis9.glb CITY OF CLEARWATER Interdepartment Correspondence TO: Scott Shuford, Director of Central Permitting FROM: Glen Bahnick, Jr., Civil Engineer II "J? SUBJECT: Building Permit for Recycling Building 1701 Hercules Avenue COPIES: Louis R. Hilton, Associate Planner Terry Jennings, Chief Engineer DATE: April 15, 1994 The City Commission approved Change Order #1 to the Solid Waste Complex (Contract 93-24) on February 28, 1994 authorizing the construction of a Recycling Building. The certified site plan dated 9/23/93 shows the footprint of this recycling building as "Future Recycle Building, Phase 2." Site calculations reflected the recycle building. The City is acquiring an adjacent and contiguous two (2) acre parcel of land which will be added to the Solid Waste Complex. The 'closing' on this property will take place in early May. Because of this land acquisition, the certified site plan will need to be amended again. At that time we will delete the "future" notation for the recycle building. I respectfully request your department now issue the building permit for the recycling building. Lb CIA- P RECEIVED CITY OF CLEARWATER ) 7 Interdepartment Correspondence P 4 1993 TO: Cyndie Goudeau, City Clerk FROM: Scott Shuford, Planning Manager/Development Code Administrator SUBJECT: Simple Adjustment to the Certified Site Plan for The City of Clearwater Solid Waste Complex (PSP 92-05 -1--° C !S P 4' ,;? - ° _5-- COPIES: See List Below DATE: September 23, 1993 The Clearwater, Engineering Group has submitted a request for a Simple Adjustment for the City Solid Waste Complex Site Plan last certified on May 26, 1993. The change to the site plan includes the addition of a small storage building; and the addition of two vehicular access ways. All previous conditions are carried forward. New condition is as follows: 1. The applicant shall obtain the requisite building permit within one year from the date of certification. This amendment to the certified site plan is approved as a Simple Adjustment to the site plan for The City of Clearwater Solid Waste Complex last certified on May 26, 1993. Please certify the attached plans and distribute to those listed below. cc: James M. Polatty, Jr., Director of Planning & Development William C. Baker, Director of Public Works/City Engineer Chuck Warrington, Gas Department Tom Miller, Environmental Ream Wilson, Parks & Recreation Director Don Meerians, Traffic Engineer Victor Chodora, Building Official Cyndie Goudeau, City Clerk Steve Doherty, Zoning Section Supervisor ?? Developer/Project Sponsor (3) - Terrence Jennings, Chief Engineer City of Clearwater Engineering Group 462-6970 09sa9205.cer Ilk A J ??j ? CITY OF CLEARWATER Jy/ -Q? Interdepartment Correspondence tg_c? ) 3/-/ TO: Cyndie Goudeau, City Clerk FROM: Louis R. Hilton, Planner I RECEIVER JAN 0 6 1993 Fem. CITY CLERK DEPT. SUBJECT: Certification of Final Site Plan for City of Clearwater Solid Waste Complex (PSP 92-05) : - COPIES: See List Below DATE: January 5, 1993 C5P 9?2 -6_5' The Development Review Committee at its meeting of September 10, 1992 approved the above described final site plan subject to the following conditions: 1. Signs and fencing/walls are subject to separate review and permitting processes. 2. The requisite building permits must be procured within one (1) year from the date of certification of the final site plan and all requisite certificates of occupancy must be obtained within three (3) years of the date of certification of the site plan. 3. Prior to certification, phase lines shall be delineated on the final site plan. 4. Prior to certification, relocate water service to provide meter out of the right of way. 5. Prior to certification, a Landscape Plan in compliance with the Land Development Code requirement shall be submitted for approval by the Environmental Management Group. 6. Prior to the issuance of a building permit, applicant shall acquire a clearing and grubbing permit and a tree removal W permit (or a no tree verification form) from Environmental Management. 7. Prior to the issuance of a building permit, applicant- ,shall provide to Environmental Management and Engineering an approved copy of all necessary local, state and federal permits that may be required. s 8. Prior to certification, the site plan must reflect the use of raised curbs or protective timbers where interior landscaped areas abut pavement. As conditions #3, 4, 5, and 8 have been met, please certify the attached plans subject to conditions #1, 2, 6, and 7 and distribute.. LRH/lrh cc: James M. Polatty, Jr., Director of Planning & Development Cecil Henderson, Engineering J. Terry Neenan, Gas Department Tom Miller, Environmental Ream Wilson, Parks & Recreation Director Don Meerians, Traffic Engineer Victor Chodora, Building Official Cyndie Goudeau, City Clerk R E C E I V E D Steve Doherty, Zoning Section Supervisor Ted Clarke, Planner H (Memo Only) JAN 1 1 l??3 Developer/Project Sponsor (3) - Mr. Craig Montgomery,. Project Manager Camp, Dresser- & McKee 19345 U.S. 19 NorthSuite: 300 PLANNING b Clearwater, Florida 34624 DEVELOPMENT DEPT. 12sp9205.cer '', _ ~`7C~ ~ ~ a ~e~~~ ~~e° s-1 EXIST ALLIGATOR CREEK MH CHANNEL A LEGAL: RIM 50.86 1 45 OF 4 PVC Ca? 2°Io INV 36,94 PINELLAS COUNTY, FLORIDA DESCRIBED AS FOLLOWS: LESS AND EXCEPT. J I TE I I V( O I\~ A ~I O I V 29 A PARCEL OF LAND LYING IN THE EAST 521.49 FEET OF THE NORTH 30,00 FEET ' S 89° 1' OO" E BEGINNING AT THE S,W. CORNER OF THE S.E. 1/4 OF SECTION 1; TOWNSHIP 29 .9.0,00 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA, AND RUN THENCE _ ~l - _ _ _ - - - - - 'L - - - _ 18" SS- S89'21'17"E 50,00 FEET TO POINT OF BEGINNING, THENCE N00'16'30°W 395,00 OF THE SOUTH 195.00 FEET OF THE SW1/4 OF THE SE1/4 OF SECTION 1, TOWNSHIP i,00 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA, LESS. AND EXCEPT EXISTING.. PROPOSED REQUIRED , s, O MH-3 FEET ALONG THE EASTERLY RIGHT-OF-WAY OF HERCULES AVENUE, THENCE THAT PORTION LYING WESTERLY OF A LINE 8.00 FEET EASTERLY OF AND - - --6" WATER MAIN LEGEND s89'21'oD"E 225.00 FEET, THENCE N00'i6'30°W 100.00 FEET, THENCE 589'21'00"E O ~ 90.00 FEET ALONG THE SOUTH LINE OF THE CLEARWATER INDUSTRIAL PARK, 39'21'00"E PARALLEL TO THE CENTERLINE OF THE EXISTING RAILROAD SPUR TRACK; ZONING IL IL " BEING FURTHER DESCRIBED AS FOLLOWS: BEGINNING AT THE S.W. CORNER OF ~ • ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 44, PAGE 46, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA,.THENCE S00'i6'30"E 16, THE S,E, 1/4 OF SECTION 1, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS 'E COUNTY, FLORIDA AND RUN THENCE S89'21'17°E 50.00 FEET TO POINT LYING ON USE VACANT SOLID WASTE ~ r B-1 BORING 460,00 FEET, THEWCE 589'21'17°E 395.42 FEET ALONG A LINE 35 FEET NORTH OF B 2 4" UNDERDRAIN AND PARALLEL TO THE SOUTH BOUNDARY OF SAID SECTION 1, TO A POINT 8 TH OF THE EASTERLY RIGHT-OF-WAY OF HERCULES AVENUE, THENCE N00'16'30°W DIV, FACILITIES 8 395.00 FEET ALONG THE EASTERLY RIGHT-OF-WAY OF HERCULES AVENUE, \ ~ ~ II 2 INV 46.00 I I ~ FEET EAST OF THE CENTERLINE OF A RAILROAD SPUR TRACK, THENCE EROSION CONTROL BARRIER N08'3TOB"E ALONG A CURVE TO THE LE T THENCE S89'21'00"E 225.00 FEET, THENCE N00'16'30"W 100.00 FEET, THENCE LOT AREA GROSS 9.5335 AC. 9.5335 AC. 20,000 S.F. I I F HAVING A RADIUS OF 488.65 FEET, ARC ` I I O . ; OF 162.32 FEET, CHORD OF 161.57 FEET, ALONG A LINE 8 FEET EAST OF THE .T, ARC S89'21'DO"E 90.00 FEET ALONG THE SOUTH LINE OF THE CLEARWATER ( ) 1E INDUSTRIAL PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT LOT WIDTH: ~ I I ~ PAVED AREA CENTERLINE OF THE AFORESAID RAILROAD SPUR TRACK, THENCE 589'21'17°E 520.98 FEET ALONG A LINE 195.00 FEET NORTH OF THE SOUTH BOUNDARY OF BOOK 44, PAGE 46, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, MAX, 790' 790' OF THENCE SDO'16'30°E 400,00 FEET, THENCE S89'21'17"E 411.19 FEET ALONG A LINE MIN. 165' 165' 100' N x,11 O , 2 , ` I ~-1 ; 2 SAID SECTION 1, THENCE 500'09'32"E 195.00 FEET ALONG THE WEST RIGHT-OF- ( 6° Dumpster Pad ~ I ® I WAY OF SUNSHINE DRIVE A5 SHOWN ON THE AFOREMENTIONED PLAT OF THE OF- 95 FEET NORTH OF AND PARALLEL TO THE SOUTH BOUNDARY OF SAID SECTION 1, TO A POINT 8 FEET EAST OF THE CENTERLINE OF A RAILROAD SPUR TRACK, LOT DEPTH ( w/ 6x6 #10 WWF & 3000 PSI 2 ~ ~ ICI l 2 ? U -TYPE ENDWALL CLEARWATER INDUSTRIAL PARK, THENCE N89'21'17"W 558.60 FEET ALONG THE I Conc. & Conc. ramp O i 1 ,j ~ ; SOUTH BOUNDARY OF SAID SECTION 1, ALSO BEING THE NORTH BOUNDARY OF IE THENCE NO6'45'10"E ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 488.65 MAX. 1256' 1256' III ' SAID SECTION 1$'T0 A POINT 8.00 FEET EAST OF THE CENTERLINE OF SAID )F FEET, ARC OF 70.48 FEET, CHORD OF 70.42 FEET, ALONG A LINE B FEET EAST OF ~ MIN. 315' 315' 100' THE CENTERLINE OF THE AFORESAID RAILROAD SPUR TRACK AND TO THE ( ~ z I I'' a ! ~ RAILROAD SPUR TRACK THENCE S51'26'50°W ALONG A CURVE TO THE RIGHT ''t ~ ? GRATE INLET HAVING A RADIUS!OF 48$.65 FEET, ARC OF 492.97 FEET, CHORD OF 472.34 FEET r POINT OF BEGINNING, THENCE CONTINUE ALONG SAID LINE N01'19'30"E ON A BUILDING COVERAGE 1.60% a 11,1% b 60%(MAX.) FEET CURVE TO THE LEFT HAVING A RADIUS OF 488.65 FEET, ARC OF 30.00 FEET, SETBACKS , , ~ ~ ~ j ~ ! ; ALONG A LINE 8.00 EAST OF THE CENTERLINE OF THE AFORESAIO RAILROAD S 89 21 00.E 225,00 ~ I I p SPUR TRACK TO THE NORTH RIGHT-OF-WAY OF S.C.L. RAILROAD, THENCE CHORD OF 30.00, THENCE 589'21'17"E 520.96 FEET ALONG A LINE 195.00 FEET FRONT - 20' 20' MIN. NORTH OF THE SOUTH BOUNDARY OF SAID SECTION 1, THENCE S00'09'32"E 30.00 REAR - 110' 10' ( ) ~ ; lQ O N72'54'15"W 344.24 FEET ALONG THE NORTHERLY RIGHT-OF-WAY OF THE I t I, I ~ AFORESAID S,C,L, RAILROAD TO THE EAST RIGHT-OF-WAY OF HERCULES FEET ALONG THE WEST RIGHT-OF-WAY OF SUNSHINE DRIVE AS SHOWN ON THE (MIN.) ~ , I AVENUE THENCE NOD'18'44"E 201.04 FEE ALO - - I ~ b ~ I T NG THE EAST RIGHT OF WAY OF AFOREMENTIONED PLAT OF THE CLEARWATER INDUSTRIAL PARK, THENCE 510E - 10' 1D~ (MIN.) ' OF N89'21'17"W 521.49 FEET TO THE POINT OF BEGINNING.. BETWEEN STRUCTURES - 65' 2D' (MIN.) c ! 1 ; HERCULES AVENUE TO THE POINT OF BEGINNING, PAVED AREAS I \ ' I , CONTAINING 9.3561 ACRES MORE OR LESS PARKING - 0,97 AC. - STORAGE & DRIVEWAYS - 3,98 AC. - I , TOGETHER WITH, 1 1 ' , RECYCLE DROPOFF - 0.27 AC: - '1 ~ ~ ~ A PARCEL OF LAND LYING IN THE EAST 411,19 FEET OF THE WEST 776.19 FEET OF THE NORTH 60 FEET OF THE SOUTH 95 FEET OF THE SW1/4 OF THE SE1/4 OF ~ - ~ I ~ U-TY E ENDWALL sECtION L TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA, /4 OF PARKING SPACES - 118 100 EMPLOYEES x 1.10% lA, j HANDICAP PARKING - 5 5 ~ - ~ FOOT' INDEX 261 LESS AND EXCEPT THAT PORTION LYING EASTERLY OF A LINE 8.00 FEET Q S-4 1 B' Of `L " CP ~ O.4 0 I ~ EASTERLY OF AND PARALLEL TO THE CENTERLINE OF THE EXISTING RAILROAD ~ j- SPACES W B FFLES > R ~ ~ , SPUR TRACK BEING FURTHER DESCRIBED AS FOLLOWS: BEGINNING AT THE SW W z : 75 f 8" R .S4 'i INV.; 49.00 CORNER OF THE SW7/4 OF THE 5E1/4 OF SAID SECTION 1, THENCE RUN 'W OPEN SPACE 3.81 AC. 10% OF LOT AREA ~ J ..LIGHT ~ ! s6s'21'n°E 365.00 FEET ALONG THE SOUTH BOUNDARY LINE OF SAID SECTION ~N Certified as a true" and correct copy. On TOTAL - (40%) - POLE I ; ,f i, THENCE N00'16'3D"W 35,00 FEET PARALLEL AND 365.00 FEET EAST OF THE ~ ~S ,U f WEST BOUNDARY OF THE SW1/4 OF THE 5E1/4 OF SAID SECTION 1 , TO THE iE September 23, 1993, the Development Coc,, FRONT YARD ~E Administrator approved a Sirriple Adjustment to (HERCULES AVE.) - 100% 25% (MIN.) ~ ~ ~ ( POINT OF BEGINNING, THENCE CONTINUE N00'16'31"W 60.00 FEET, THENCE ~ _ ~ 1 589'21'17"E 411.19 O ~ , FEET ALONG A LINE LYING 95.00 FEET NORTH OF AND the Sitae Plan last certified on May 26, 1993 for ' PARKING LOT INTERIOR - 16,162 S.F. 6% OF PARKING PARALLEL TO THE SOUTH BOUNDARY OF SAID SECTION 1, THENCE ALONG A Z U I O ~ ~ ~ I CURVE TO THE RIGHT LYING 8.00 FEET EASTERLY OF AND PARALLEL TO THE the City Solid Waste Complex. The change ' LANDSCAPING - (7,2%) O _ h ~ MH-1 CENTERLINE OF THE EXISTING RAILROAD SPUR TRACK WITH A RADIUS OF 468.65 U ~ 1 i Z ~ FEET, ARC OF 61.83 FEET AND A CHORD BEARING S14'30'35" W 61.79 FEET, 9.s5 includes the addition of a small storage building; ~ EXTERIOR PERIMETER BUFFERS W 'ti ~ ~ RIM 53,15 THENCE N89'21'17°W 395,42 FEET TO THE POINT OF BEGINNING, and the addition of two vehicular access ways. ALONG R/W - 20' 5' in ~ ~ W; INV 46.00 I-~- d ~ 00 CONTAINING 23,355.10 SQ. FT. OR 0.5362 ACRES MORE OR LESS. - ALONG ADJACENT Witness my hand. and the seal of the City of PROPERTY - 1D' 3' Clearwater, Florida on this 27th day of September, i ~ a ~ N I z o ADMINISTRATI0~1 z ~ , ~ 1993. c°°~..°F®oc~e~~p~oF6 ' ' ~f / ~~Aea i m ~ . ~ BUILDING ~ ° 0 1 c ' ~ f,` bEX1STING BUILDINGS ARE TO BE REMOVED, ~ , I ~ ~ 'I ~ I I ~ I ~ FIN FL 55.50 ~ ; \ , £ INCLUDES FUTURE RECYCLE BUILDING AND STORAGE BINS, . d ~ ~ ~ - °1 I ~ 1 ` e Dep~p~y°City! r cOR 40% OF SUM OF HEIGHT OF ADJACENT BUILDINGS, WHICHEVER 15 GREATER, w ` ~ ~ ' ~ ~ I = r 2 I W ~ ' W ' I- o ~ ' All previou,~ Gonditio~r~{~re carne~'foravard. Subjec~t'~oth'e followl, g'~`riew co°r2tlrtion: ~ '1 1. The applicari~~~h~`Il ,ohfisn tfle requisite I ~ ` W U ' ' 1 1 bull"~ing~p"errnitiwith`n"oiie.year from the CONTROL STRUCTURE I ~ S-~; PLING POINT ~ L~ ~ W O , S-5 i r~ J .date°o-f;~ertiification.~~ C 3 TYPE C INLET l U ~ l m I ~ TOP EL 51.00. °~``'~~fara,~r•m+°` ' , i Q U I W W ~ ~GHT: B (2) 4" UNDERDRAIN 2 .SLOT EL 47.75 w , ~ o U ~ W I I ~ z ~ U -''POLE 2 NV 44,67 SLOT WIDTH 2.2' ~ INV EL 44.00 > > I - 1- ~I ; ~ ~ , 5~ ' Q I I ~ U ! _ 16 RAILROAD EASEMEN UNDREDRAIN EL 44.67 ~ I I :r Q W 1n I U i LAND~CA E S 89°21' 17" E 5~ 5~ 521.49' ~g ~a ~ ~ o w I ~ ~ , ~ , I ~ i1 ~ U ( ~ ~ zo' Aluminum ,1 RAD 488.65' Z Flagpole wI ~ 52 r ~ ~ ~ ( I Q ~ smglmg Egmpment p 4 ARC = 70.48 w ~ I ;I J , - ~ , C , ~ , ~ ~ ~ ~ 0 ~ ~ 52 . , = I ~-II.. CHD - 70.42 w I 2 ~ 1' L~ zl- I Z; ' I CHD BRG = N06°4510 E c~u w 1 0; 1 N ~ ~ I a ~ I ~n cv ~ 50 r ~ Z , ' ~ ~ i t 'I Z _ UZ I I i j I (n Z I z~,l , ; 1 ~o I o'll . ~ ~ ~ I- I I ~ ~ h ~ ;1'~ `',DRY RETENTIO~J AREA 4'", I; w ~ ' POND BOTI`'~OM i~ ~ k~o I-I ~ za I S 89°21' 17" E o r I I z N ~ EL 47.00`,, ~ ~ I , B OIr, - _ ~ I ~ I . I = -X ' ~ . ~ ~ ~I ~ I.' LIGHT ~ s-11 I ~ ,~H S 12 , r~ ~ X . E?OLE ;x Pecan Tree To Be Root Pruned ~ S_6 - S-7, and Protected In Accordance - S-1 ~ ~ i With CITY of CLEARWATER Forrester. i , „ ~ 52 52 I °p I I 4' o f 18 R ' ~ WAYPlF Tree Root Feeder S stem ~ 5 ' RPBPD ~ I As speols~ea ey clly or c~Rwa,TER ; SAM LING POINT ` ~ 56' of 11~» ~ 0.40% X ; I 100' R Vl .TAP BY 0TH'=RS Fo~~ester. I RAISED CURB W C~~C'~ / ~ _ , 7 I I METER &RPBPD BY SPILLWAY TYPICAL o U TYP_U- ENDVIALL _ 1 I h WATER DIVISION WHERE SHOWN ~ ~f7~T lND~X,261 - I I ~ i ~ I ~ ~ i U ' ~ Or I ' '~W BAFFLES . 2" PVC MW 1 ; ~ , I s-11I INV 4-9.00. k 40 F. 1~3°_ R P• 40 F, 18" R ~ ~ ~ I N I I LI G T / S-14 ,S-15 % S-16 ~ I I I ~ a. ,L_ S-17 ® I cn I i ~ ' . I I r I ~ _ I, ~ CHLORINATION'~,P41 T ,558,60, I , ' r- ~ w ~ \ ~ - ~9 48 ~ I I I ' , , ~ o Q I I I 1 Tra~ fie .Rated I I I ~ \ o METER ,BOX o I ~ N I Q , ~w I ~ , ` ` ,S ~ These. Storm Pipes and \ ~ I z~ I I I I ; ~ SAMPLING POINT ~ - I DIY , N MH-2 ~ ~ 's~, Drainage Structures May Be Deleted ~'"SD 3 I I-w I 1.. iW I, ' _ _ -'-----T~~1, PART OF SECTIOpi 1 AND 12, TOWNSHIP 29 SQl}~TH, RANGE 15 E , ~m I I I SAMPLING POINT ; 170' OF 6" ~;VC Q 0.40 RIM 55.50 I ~ ~ As Determined By City Engineer. S~ I 2 xo I I I' , 17~, INV 47.28 , Draina e I ' ~ m ~ U 6" , ~ As Dete _ Drainage Swale May Be Required As Determined By City Engineer. I I c~ zQ ~o - - - FUTURE RECYCLE ~ ;k is . 40 ~ ; ~ I I I Z QZ ~n `,l o• q Traffic dated BUILDING I I Z~ S~ NOTE: NOTE: c~ I I-' a. f-~'-I J ~ C,O.' PHASE 2 mc;~l , I a I- ~ ~ W 1. AI pr p 1. All proposed work must comply with F.D.O,T. Index No. 700. _z I I I Q Z W G , _I I i ~ ~ U ~ Z _ ~ W 2. All right 2. All right-of-way installations will comply with the State of Florida ~ O C A T O I V M A P I: Z__ ~ ~ In Utilities x I I q~ g ~ ~ OPEN ..STORAGE AREA ~Q zC 3. All prop Utilities Accommodations Guide and County Permit. ' 3. All proposed in right-of-way work must comply with the Pinellas County Utility Q Q I Ordinance 92-63, Pinellas County Site Development Ordinance 92-62, W ~ U - ° w and Plnf and Pinellas County Access Management Ordinance 90-13, as amended ,,~~""""'~~iy by 92-58, and Minimum Testing Frequence requirements, ~ Gi' p W ~ , ~ \ ~ ~ I 4. Si ns ar 4. Signs and barricades to be according to F.D.O,T. Manual of Safe Practices; `yd ,.°t°°,,°~ ' I - - I reference ~o I N Gf~,~s~ 7~AP ' w ~ ~ \ Design ; reference F.D.O.T. Indexes 600 thru 650 and 17349 per Roadway and Trattic 1~,°°° I jR% Design Standards latest edition or P.C, Indexs 100 thru 116. CALUMET ST. ~ ~ °j t ( ` ~I ~ A °Maini ~ ~ ~ A "Maintenance of Traffic Plan" must be submitted to and approved by ~ " ~ I ~ Pinellas I I , - L____-~ \ I I ; I whenever Pinellas County Traffic Engineering prior to the commencement of construction CALUMET ~S`fa ' ~ ~.1 v I ~ ° whenever one or more of the following conditions are met: ~ r' I o ~ a.) Stl I ~ , a.) Street is closed to thru-traffic for periods exceeding 15 minutes. a i:. - b.) One physical lane supports two-way traffic movement. w 4 . , ° ; c.) Traffic lane(s) normally designated to handle movement in one Q ~ I I . _ ~ : I S RAD = 488.65' ,c. Trc direction are being rechannelled to accommodate an opposing movement. ~ I , 6 ARC = 492.97' direction MATERIAL = 5. Sidewalk CHD 472.34' 5. Sidewalks to be reconstructed within three (3) days after removal and safe ~ r I~ pedestrain traffic is to be maintained at all times, When existing sidewalk is ~ ~ _ 00~~~' STORAGC ..o:a CHD BRG = S 51 26 5 I - _ - - 0 W removed removed, it is to be removed to the nearest expansion joint.. ~ LOGkN ST."`~,--- ' ~ 4 6. Place ex I I EXIST v. e . 6. Place expansion joints where 4" and 6" sidewalks abut. ~ _ 7. Disturbed area within the right-of-way will be compacted to 100% of S, 7. Disturber 30 CMP • TRUCK I _ ~ 2 maximur ~ N ~ I~ 25 ' WASH - - s. Swale M maximum density and sodded, k, I ~ ~ ~5„ \ - - - - I w 9. All Sod 8. Swale May Be Required Along Southern Boundery. 9. All Sod In Ponds To Be Sand Grown. PROJECT LOCATION _ _ - / • - NOTE: , • I - I ~ • ~ RETENTION OF THE FIRST 1 2 OF R. 5 ~ NOTE TO C I ~ RU 0 ~ N FF AND ATTENUATION OF THE Re uirec NOTE TO CONTRACTOR: EROSION CONTROL MEASURES R. - - - 9 _ - - 25-YR 24-HR STORM WILL BE Required Erosion Control Measures Must Remain Intact Throughout GENTRY ST, Construction, Failure To Install Or Properly Maintain These Barricades M N POINT Construe SA PLI G • _ PROVIDED ONSITE. Will Resl Will Result In Enforcement Action Which May Include Citations As 59 - 58 Provided ~ Initation Provided By Ordinance 90-17, And Chapter 400-4 And 400-40, F.A.C. Initation Of Civil Penalty Procedures Pursuant To Section 373:129 F.A.C., j 3~4 , Ca s .2~ n Re Can Result In A Penalty Not To Exceed $10,000 Per Offence With Each Date _ / During ~ - --5g Ponds T During Which Such Violation Occurs Constituting A Separate Offense. Ponds To Be Excavated First. RECORD DRAWINGS illy SEA~a DRAWN BY DESIGNED BY CHECKED BY CONTRACT NO. J.C.J. C.M. 93-24 SURVEYED BY DRAWN BY CITY OF CLEARWATER, FLORIDA SCAVERT. SURVEYED BY~ ,OO~,e JOB NO. NEW SIC ...V$ rlf 92005 SOLID WASTE COM FLEX REVIEWED BY . Z r- q PUBLIC WORKS DEPARTMENT „ DATE DRAWN ACAD G SHEET NO, HORIZ. 1 =40 3/9 ~ a~ WSAN 1 of 16 PROJECT ENGINEER DATE APPROVED BY Y SITE PLAN y APPROVED FOR IE CONSTRUCTION A o/?/af rER, ENGINEERING DIVISION CHIEF ENGINEER DATE REVISION BY DATE CHIEF ENG ER DATE y a~ ~~~~W~® ~~~~~o ~NINNb1d B d r. :<<.: , am ' q ~ A 6 w Y R.. rill RECEIVED SEP 0 193 ,E s, PLANNIN DEVELOP MENT DEPL 1 EXIST MH RIM 50.94 rr INV 44.57 N S-1 INV 36.76 E ALLIGATOR CREEK INV 43.68 S CHANNEL A LEGAL: INV 36.76 W # RIM ELEV. INVERT TYPE PINELUS couNTY, FLORIDA DESCRIBED AS F I 45' OF 4" PVC ®2% INV 45.09 W BEGINNING AT THE SW. CORNER OF THE S.E w~oA oESCPoBED AS FDLLOws: mcETMER x+TR: ~ $~TE INF~RMAT~~N ~ ll~'' I I aW. CORNER OF THE S.E. 1/4 OF SECTION 1, TOWNSHIP 29 FROM THE NORTHEAST CORNER OF THE NORI}IKEAST 1/4 OF THE NORTHEAS71/4 ~ ~ CG ~ f„" ~p /b, + " E p' S-1 45.10 U-TYPE FOOT # 261 SWTHI RANGE 15 EAST, PINELLAS COUNTY, S89'2117'E'50.00 FEET TO PgNT OF BEdN AST, PINELLAS COUNTY, FLORIDA, AND RUN THENCE OF BECKON 12, TOWNSHIP 29 SOU1N RANGE 15 EAST; RUN THENCE N8921'17' 14f EET TO POINT OF BEGINNING, THENCE N0076'30"W 395.00 A DISTANCE OF 501.08 FEET TO THE POMT OF BEGINNING; THENCE S17ro9'18"W "r" „ i s $ ------'M~ 0 18" SS - S-2 49.00 U-TYPE FDOT # 261 FEET ua1G THE EASTERLY RIGHT-OF-WAY LEGEND S-3 54.06 49.71 GRATE INLET 216 58971 Do"E 225.00 FEEL THENCE N0o'1E - --6" WATER MAIN # 90.00 FEET aLONC THE sounl Lr+E ~ THE STERLY RIGHT-OF-WAY OF HERCULES AVENUE, THENCE A DISTANCE ~ 415.94 FEET TO THE NORTHERLY RIGHT-OF-WAY OF THE S.C.L RAILROAD; EXISTING PROPOSED REQUIRED R'1 1 FEET, THENCE N0076'3D'W tOD.00 FEET, 114ENCE $89'21'00"E THENCE ALONG SAID RARAOAD RIGHT-OF-WAY N72'S0'44'W A DISTANCE OF 352.97 FEET; e o • ~ S-4 51.97 50.07 ACCORDING TO 1HE PLAT THEREOF AS RECD GRATE INLET # 216 { ~ e OF THE PUBLIC RECORDS OF PINELLAS COUN THE SOUTH LarE ~ THE CIFARWATER INDUSTRIAL PARK, THENCE ALONG A CURVE TO THE LEFT A DISTANCE OF 492,93 FEET WITH A ZONING IL IL PLAT THEREOF AS RECORDED IN PLAi BOOK 44, PAGE 48, RADa1S OF 488.65 FEET, CHORD BEARING N51'28'S3"E, CHORD DISTANCE472.29 FEET; r°' e, - ORDS OF PINELLAS COUNTY, FLORDA, THENCE S00'18'30"E R{E~ 58921'17"E A DISTANCE OF 90,60 FEET, RETURNING TO 1HE POINT OF BEGINNING. I~ e ~ B-1 BORING S-5 54.08 50.42 GRATE INLET 218 480.00 FEEL THENCE S69K1'1TE 395.42 FE B (2) 4" UNDERDRAIN e ~ ~ ~ S-6 # AND PARALLEL TO THE SOUTH BWNDARY d ~ S69K1'17'E 395.42 FEET ALONG A UNE 35 FEET NORTH OF CONTAINING 1.55 ACRES, MdtE OR LESS. USE VACANT SOLip WASTE pa R1E SOUTH BOUNDARY OF SAID BECKON 1, TO A POINT 8 d Q INV 46.00 I I } 49.00 U-TYPE FDOT # 261 FEET EAST of niE CENTERLINE of A RAILRc ~ I ~ • e m e s • EROSION CONTROL BARRIER. S-7 53,26 51.28 GRATE INLET 216 N089TQB`E ALONG A CURVE TO niE LEFT t CENTERLINE OF A RAILROAD SPUR TRACK, THENCE ~ C1V, FACIUiiES A CURVE TO 1HE LEFT HAVNG A RADIUS OF 488.65 FEET, ARC LESS AND EXCEPT: ~ ~ r,: \ I i O e ~ OF 182.32 FEET, CHORD OF 181.57 FEEL AL I I i ~ s PAVED AREA CENTERLINE OF 1HE AFORESAID RAILROAD Sf ORD OF 181.57 FEET, ALONG A UNE 8 FEET EAST OF THE A PARCEL OF LANG L11NC IN THE EAST 521,49 FEET OF THE NORTH 30.00 FEET LOT AREA (GROSS) 11.0835 AC. 11.0835 AC. 20,000 S.E AFORESAID RAILROAD SPLIT TRACK, THENCE S89'Zt'17'E OF THE SW1H 195.00 FEET OF THE SWI/4 OF THE SEt/4 OF SECTION 1, TOWNSLBP LOT WIDTH: I N r7 • ;I i O S-8 52.00 U-TYPE FDOT # 261 520.98 FEET uONG A uNE 195,00 FEET N01 I 6" Oum ster Pad 2 e I -1 2 S-9 54.24 52.21 GRATE INLET 216 SND SECTON i, THENCE SOOD9 32"E 195.00 I P ~I ® # WAY OF SUNSHINE DRIVE AS SHOWN ON 1HE A UNE 195,00 FEET NORTH OF THE SOV1H BOUNDARY OF 29 SW1N, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA, LESS AND EXCEPT MAX. 899.58' 899.58' ENCE SOOO9'32"E 195.00 FEET ALONG'fHE WEST RIGHT-~- THAT PORRON LYING WESTERLY OF A UNE 8.00 FEET EASTERLY OF AND MIN. 165' 165 1(m' I w/ 6x6 #10 WWF do 3000 PSI y o e ~;1 i 2 ~ U -TYPE ENDWALL S-10 54.25 EXISTING GRATE INLET ~ 218 cLEARWA1Tr: INDUSmIU PARK, THENCE NB9 )RIVE AS SHOWN ON 1HE AFOREMENRONED PLAT OF THE PARALIEI lb 1HE CENTERLINE OF THE EXISTING RAILROAD SPUR TRACK, < LOT DEPTH RIAL PARK, THENCE NB9'21'17"W 558.80 FEET ALONG 1HE BEING FURTHER DESCRIBED AS FOLLOWS: BEGINNING AT 1HE S.W. CORNER OF P SAID SECTION 1, ALSO REING THE NORTH BOUNDARY OF 1HE SE. 1/4 OF BECKON 1, TOWNSHIP 24 SOUTH, RAND 15 EAST, PINELtAS MAX. 1256' 1256' I I Conc. & Conc. ramp + I ~ 1 } SOUTH BOUNDARY OF SAID SECTION 1, uS0 I ( \ z ~ I S-li 53.77 50.39 ,RINCTION BOX SAID SECTON 12, TO A POINT 8.00 FEET Ea > A POINT 8.00 FEET EAST OF THE CENTFRLr•IE ~ SAID COUNTY, FLORIDA AND RUN 1HENCE $89'21'17"E 50.00 FELT TO POINT LYING ON MIN. 315 315 100' iCK, THENCE 551'26'S0'W ALONG A CURVE 1O THE RIGHT THE EASTERLY PoCHT-DF-WAY OF HERCULES AVENUE, THENCE N0076'3D"W a b I 4 ~ GRATE INLET _ 51.07 44.02 HA N ~ RADIUS OF X88 551'26'S0'W ~ ~ ~ , ~ 5 12 TYPE C 232 85 FEET, ARC OF I ( S 89'21' OO" E 225,00' ~ " I' ' e ' S-13 ! EXISTING STRUCTURE ALONG A UNE 8.00 EAST OF THE CENTERUN F 488,85 FEET, pRC OF 49297 FEET, CHORD OF 47234 FEET 395.00 FEET ALONG 1HE EASTERLY RIGHT-OF-WAY OF HERCULES AVENUE, BUILDING COVERAGE 1,60% 12.74% 607.(MAX,) EAST OF THE CENTERLINE OF THE AFORESAID RALROAD THENCE 589'21'00'E 225.00 FEET, THENCE N0078'30'W 100,00 FEET, THENCE SETBACKS I 11 1 I e { O O r~ SPUR TRACK TO THE NORTH RIGHT-OF-WAY I > > _ , „ . t ~ ~ SOD/LANDSCAPED AREA g_t4 GRATE INLET N725415 W 3M.24 FEET ALONG 1HE NORTH I e e a e o e e e m e e i a e 1 ~ AFORESAID S.C.L. RALROAD TO 1HE EAST RIB ' NORTH RIGHT-OF-WAY OF S.C.L RAILROAD, THENCE S89'21'00`E 90.00 FEET ALONG THE SOUTH UNE OF THE CLEARWATER FRONT - 20' 20' (MIN.) FEET ALONG THE NORTHERLY PoGHT-OF-WAY OF THE INDUSTRIAL PARK, ACCORDING TO THE FIAT THEREOF AS RECORDED IN PLAT REAR. 110'. 14' (MIN.) i +z~' ' ~ i AVENUE, 1HEN~ N00'IS'44'E 201.04 FEET A + _ ,t a, e t 1 ` 5-15 U-TYPE FDOT 261 HERCULES AVENUE TO THE POINT OF BEGINN VlROAD TO 1HE EAST RIGHT-OF-WAY OF HERCUIES BOOK 44, PACE 48, OF THE PUBLIC RECORDS PINEU.AS COUNTY, FLORIDA, SIDE ( > 078'44'E 201.04 FEET ALONG THE EAST PoGHT-OF-WAY OF 1HENCE 50076'30'E 400.00 FEET, THENCE S89'21'1TE 411,19 FEET ALONG A UNE BETWEEN STRUCTURES _ 10 10' MIN. c f0 THE POINT OF BEGINNING. 95 FEET NORTH OF AND PARAUEL TO THE SOUTH BOUNDARY OF SAID BECKON 20' 20' (MIN.) I I I ~`a X e BUILDINGS S-i6 GRATE INLET I CB-1 CONTAINING 9.3581 ACRES MORE OR LESS i, TO A PgNT 8 FEET EAST ~ 1ME CENTERLINE OF A RAILROAD SPUR TRACK, PAVED AREAS ACRES MORE OR LESS THENCE NO6'45'1O"E ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 488.65 PARKING 4. , . ` 53.13 50.61 THROAT INLET FEET, ARC OF 70.48 FEEL CHORD ~ 70.42 FEET, ALONG A LWE 8 FEET EAST OF - 0.97 AC. - 1HE CENTERLINE Of THE AFORESAID RAILROAD SPUR TRACK AND TO 1HE STORAGE & DRIVEWAYS - 3.97 AC. - I ~ ~ • CB-2 51.63 46.23 iHROAT INLET tocETMER wtn1: E x, il~ ~ A gg4 ; , . `1 ' e 1+ A PARCEL OF LAND LYING IN 1HE EAST 411: ~;ps l'a ~ ,_.•:a~ci__ 7 i,* ~ MH-i 53.78 45.84 MANHOLE # 302 OF THE NORTH eo FEET of 1HE SWTH es I POINT OF BEGINNING, THENCE CONTINUE ALONG SAID LINE N0179'30'E ON A RECYCLE DROPOFF - 4.27 AC. LYING IN 1HE EAST 411.19 FEET OF THE WEST 776.19 FEET CURVE TO THE LEFT HAVING A RADIUS OF 48&85 FEEL ARC OF 30.D0 FEET, I ~ ilav ~ ~ ~ ~ e U-TY E ENDWALL MH- 55.19 azl4 secnoN i, TowNSHIP zs SOUTH, RANGE is ~~A .97 ~ •--~lhbU ?3.7~ P ,A V,; + FDOT INDEX 261 MANHOLE #302 LESS AND EXCEPT 7HAT PORnON LUNG EAS' T:ET OF THE SWTH 95 FEET OF 1HE SWI/4 OF THE SE1/4 OF CHORD OF 30.00, THENCE 589'21'17"E 520.96 FEET ALONG A UNE 195.00 FEET PARKING SPACES - 117 100 EMPLOYEES x 1,1D% P 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, fLptN)A, NORTH OF THE SWTH BOUNDARY QF SAID BECKON 1, THENCE SOOro9'32"E 30,00 INV _ 3 ~ EASTERLY OF AND PARALLEL TO THE CENiEF S-4 m 1 ~f ~ ~ 0.4 0 W BAFFLES MH- 50.94 38.76 EXISTING STRUCTURE HAT PORRON LUNG EASTERLY OF A LINE 8,00 FEET FEET ALONG THE WEST RIGHT-OF-WAY OF SUNSHINE DRIVE AS SHpINJ dJ THE HANDICAP PARKING - 5 5 'ARAU.EL TO THE CENTERLINE OF THE EXISRNG RAILROAD AFOREMENRONED PLAT OF 1HE CLEARWATER INDUSTRIAL PARK, THENCE SPACES FURTHER DESCRIBED AS FOLLOWS: BEGINNING AT THE SW N88'21'1TW 521,49 FEET 7O 1HE POINT OF BEGINNING. TOP .13 IY~`" g . 75 f I x:40 ~~'n tr { 1 I $k s' ~ 1d~5~ ~ • / ~ SPUR TRACK BEING fUR1HER DESCRIBED AS THT .39 A` ~ ~ I e INV.j 49.00 CORNER OF THE SWt/4 OF THE SEt/4 OF Sf INV .61 N $ `z • ''1 . t e / 589'21'17'E 365.00 FEET ALONG 1NE SOUTH I/4 OF THE SEt/4 OF SAID BECKON 1, THENCE RUN OPEN SPACE 4.43 AC, 10% OF LOT AREA FEET ALONG THE SOUTH BWNDARY UNE OF SAID SECTK)N TOTAL I V 1 LIGHT i + i, THENCE N00'16'30'W 35.00 FET:T PARAU.E N 5 .61 S ~ ~ WEST BOUNDARY OF THE SW1/4 OF 1HE SE1 z .POLE ,352' - , e i'W 35.00 FE1T PARALLEL AND 365.00 FEET EAST OF THE - (40%) THE SW1/4 OF THE SE1/4 OF SAID BECKON 1 , TO THE FRONT YARD I ~ - _ _ POINT OF BEGINNING, THENCE CONTINUE N00' E J - ~ t • S89'21'tYE 411.19 FEET ALONG A UNE LYlN6 THENCE CONRNUE N0076'31'W 80.00 FEET, THENCE (HERCULES AVE.) - 100% 25% (MIN.) iD:T ALONG A UNE LYiNG 95.00 FEET NORTH OF AND ~ • ~ r I PARALLEL TO 7HE SOUTH BOUNDARY OF SAIL CU VE TO THE RIGHT LY1NG 8.00 FEET EASn WTH BOUNDARY OF SAID BECKON 1, 1HENCE ALONG A PARKING LOT INTERIOR - 16,162 S.F, 6% OF PARKING i LYING 8.00 FEET EASTERLY OF AND PARALLA TO THE LANDSCAPING - (7 2%) az„. ~ e ' MH-1 CENTERLINE OF THE E%ISi1NG RAILROAD SPUi - ~ z { FEEL ARC OF 81.83 FEET AND A CHORD BEI LTa • RIM 53.78 THENCE N89'2Y1TW 395.42 FEET TO THE P( OOSRNG RAILROAD SPUR 1RACK YVTH A RADIUS OF 488.85 FEET AND A CHORD BEARING S14'30'35' W 8L79 FEEL EXTERIOR PERIMETER BUFFERS 395.42 FEET TO THE POINT OF BEGINNNG. ALONG RAW - 20' S' ~ • ~ ~ ~ 1 w b INV 45.84 N \ ~ I CC + ~ p INV 45.80 S CONTAINING 23,355.10 SO. FT. OR 0.5362 A( 0 SO. FT. OR 0,5362 ACRES MORE OR LESS. ALONG ADJACENT - 4,, ~ _ V U1 ~ ~ . • ~ ~ } ~ ~ ENV 45.84 NW PROPERTY - 10' 3' 1:ti v- ~ r N z ~n p • ~ ryl ~ i m Q , ADMINISTRATIO " ' ~I ~ J ~ a: - BUILDING bEXIS1ING BUILDINGS ARE TO BE REMOVED. ' I~' I 'V V V V e ~~4 ¢ FIN FL 55.50 "1 INCLUDES FUTURE RECYCLE BUILDING °OR 40% OF SUM OF HEIGHT OF ADJACENT BUILDINGS, WHICHEVER IS GREATER. I` Q , i e Ce - ~ , ~ " ~ IaJ ~ z, . ~ t i e 2 1: r ~ I e I ; I ~ ' ~I w - e CONTROL STRUCTURE I I p+~ ~Y ~ \ I / p0 Q ! i ! ~ e O , 3 TYPE C INLET I `'I TOP EL 51,00 ' B (2) 4" UNDERDRAIN 2 SLOT EL 47.75 w ~ Z ~ ~ , ~ ' _ "POLE 2 INV 44.67 SLOT WIDTH 2.2' w INV EL 44.00 ~ , ¢ i ~ I% e 16 RAILROAD EASEMEN . a 4 ~ ~ _ S 8921 17 E UNDREDRAIN EL 44.67 Q a. S 89'21' 17° E .5~ d 521.49' tk9 , AS yA, a~ o j Cellified as a true and cared copy. On Mey 1,1996 the w I U ~ ~ LAND CAE e _ I cn - a J •1 a ee eee ie • : • e'e e e e 5 ~ applicant submitted a minor site plan amendment for the e e a• Te eT Te e e Te i e e,e e e i o e i e%? e e s e e i s s, a is e i w> Cltq of G1earWater Soild Waste Complet to add a fuel ~ I I ~ i PU M~M'xn It • 1, c.I Z RAD = 488.65' ' I ne~..7 ~ r ' ¢ ~ , " , o e 4 ARC = 70.48' , i a s e e 52 ~ 1 0 ~ ~ falrtJrefueling station. Tlus minor' amendment was = w I • J ,.H . CHD = 70.42' ~ I, 52 e w ~ approved by the' C id review, offedive May 14,1996.. - , ~ z~- I I ~ ~ • ;~i • 2 CHD BRG = NO6"45,10"E I o1 y E-J ~v l ~s8 • N U Z I I ~ e I Z1 i ~ .:=i' e ry ~ ' / ' ' ° ,t, Z = Witnese~my han d the seal of the Qevelopment Code t t ' el F- Vl ~,gn .,T D F- I F I J: ~ e ~ 1 to z o~ahe~ CfLty,of C~carwater, Florida on this I~DRY RETENTION AREA i~ w ~ Y of;May, t99,6 Z w I¢ ' S 89'21' 17" E I 395.42 ~ POND BOT pM i1 ~ ~ I-I ~ O ~I• C`J ' a eee o`e • ee Ti eee ee Te e? U I ~ . LIG T ~ ~ I, ; _ e e e e ~ o o iT -=-s~• 1, ~ ¢ EL 47.00`,. ~ I t \ GRATE 51,07 I z I ~ i ~ _ X ~ ~ J iLt 1A ff?l -A . s v,~ ~ A .26; . ~ r v I • h ~ ~ ~ b HC 1'1N ~ 1, ~ ~ \ SLOT 48.01 ~ °I ~ ? ( B-3 INV 44.02E I I x. ~ I r, entry Permlttm D ~ INV 4461 W I i2 8~4 N (A I . B cP~~ „ r E ilT a spa r :r ; ~ ~ f ,u ~ ~fl . i ;~k J + . ~ ' j~x P•con Tree To Be Root Pruned ~,h; '^-~^^~rs• r ~$;r gn ~ ~ . , ~ ~ ~ ~ - 1 t i e ~ ~ ~ ' i.. ~ s-B ~a Proieoled m A~«dnna s-7: S'6 RAMP - I, ~ i~~IGHT ~C LL ft~,MP I "Q;y t With d1Y of CLEARWATER forreelx• r ~ aa;~. i S-t Re~ertlfieat~ol~ 1$ h}n~COgdl~nel ,This re-certified I't1 rh.~f S~ ~ SFr, ~ ~ n~ 1 c',~ , 1,'1 site plan Is still aubJedla~alFL'prevloua nnaatisfied 52 52 ~ ~ i condifiona of the:orlglna0ty ceTfified alts plan and all ~i ~I ~ ~ ~ r~. ,fl y ~ EXISTENGPARK1tJ ~~SPAC~S TONE i? ~0 1-" e rt 5 ~ ~ RI~~C~D ~ I b,~h, ~ x ~ ; , .Gx ~ ~ ~ . , aAh,1 it~1~ ~iN1~ ~ + 1aP - s'( 0~{E~S ~ F 1 ~ , p - --gym-- v ' ~ ~ I sabaequentrc-cerlll'fcatione. 100.0 ~ .'~._~,~fkM ~.>;~~,~(s ~ ~ ca o ~r~^,-;-a^-•~---,^r-. ^n ~ d.,, i ~ P ~HP[~Eia',~ , ~-T+'I?~.E~lC>V~AL L ~ VLMf~LE PARkIN _ - . m ! . c< LIGt~T o ~ , u , 89 L1 1! ~ h ,I ,I~ ,A r a1~Cl~ ¢ bf~CST tNl~ ,5~ ~o.Go n , ; 29.75 I ~ ~,.Ppk:.E' - ~ I ~ , ~ v 'ld E3Ar~FL~S . r r ~ o n ~ ~ ~f,f ~ ~ pats ~~'illC ; ~.;1,~,, 0.40°/ " o +l --s__ _ . s a.~ ~ Y t~ . ~~.rrar ~ ~ f~, ~ L w, t ~r a ,a n ' M 53.7] 'z'- P~C,Mi1 ~ 'i ,~'--`I • , V50.39 ,I 11~g~ x~ II~~ ~~,.i)I~ ,l ;"~'N`'~-~.~ _ _ ~ _ a~ _a+ t a ~ ~ i d~ 1 V 50.39 ;~t I Glld'Z, , ~ titi ~O.b4 C ~ f- ~i ~ ~ _ 1 -fr i , E N r' 1 X x--X~~- -r ~ H . „ ~ - , ~ ~ ' ~ ~ N 89 N 89'21 1 W 558.60' \ >j W TOP 51.63 I , , - _'r~ , w s ~'~a...~r ~ l THT 50.92 F- { I ' I ~ ~ TFQ r 'w,' INV 46.23 N ¢ INV 46.23 S ~ i i ri s I~H-2 ' ~ o I -I~ ~ ~ ME~ ~l.J FJ { ci RI!~ X5:19 ~ ` , , + Jw ( ~ I u 'd INV '{7.i4 N" Z _ ~Z~ ~ ' I ~ I G! f k i ~ I a- _ ~ o ; ~ sib 1 , r , 1sa s, ~ s I I- Iw 4 ,.;,,~C I cn 1Lt. A 1~a of s per, e~ ti.~,n ~ INV ~ ~.zs w . RECYCLING ~ , ~ 4 . ~~,m • Xo k. G" IL,. =r------~-----moo r ~ : ,~,a . : t,.: VEHICLE FUELING t,x r...,; ~ , . ~ 10 N w1- ) i~ w ~ l~~p~( ~pa~'`.i BUI ~ r ~t: ~LE FUELING 2 {y ~U\ ~ V 41~,j~,~`iy 3Hu~sx. i51 n, 'A fi,~ST...'~a'rL.. ,I \ .'t, f ; o -gip 1, F4~~ ~ e~y~,~~ r \ ~ r ~ iTATION ¢ , Z ' D~ ~ ir4 ~ A + i I I: Z - %1` ~ 355:~Q' / ~`'`"TTgf1' 1~. ~ I r~F "~sz. r ~ o Is~ a C~ `'r__:-__-~ la ~ F~~ ~`i~'~a~iING '~s Z i, I . ¢ ZZ 11 ~ t5'~U,d,, TF ALU~4~lM '~00~' i~ ~Yr X I' it qr ~ c GPEN STORAGE= AE~Ek _ . w 3 I _ ~ \ \ 1 ~~I ~ I ~ ~ ~ „ ~ ~ ~ ~ W I `j' ~ ~ ~ ~ RECYCLING A V ~ . .r I BUIL,a(~IG ~ a, i' •.~~y - / FUTURE r , , • . EXPANTION ~ ~ ~ % ! _ ~ • , _ . J .o .a 3~'~ ~ I` I ;,r. 72 `V Ja~ g ~ ~ ~ 4 w_ ~ ~ s~ RAG. ~ae:ES' Q , l., , I F ~,TE~Ir,L ~ G nPC 19 ~ p I • IST 7. _ e . I 1 ~ + TRUC ~ P ~ y ' I ~ ~ ,,a,. O 1 f6 1 WASH : - \ P~ I ly 11.12' . ~;ULLE~ 0 s~„ ~ 10.03 ,•F ~ ~ ' 1 NOTE ~ Q ;Y , NOTE: NOTE: ~ - _ _ 1~~ Q0~ RETE . RETENTION OF THE FIRST 1/2° OF 1. All proposed work must comply with F.D.O.T. Index No. 704. RUNOFF AND ATTENUATION OF THE ~ 2. All right-of-way instvllatlons w81 comply with the State of Florida LOCATI OI V MAP - ~ 0P RUNT SAMPLING POINT r \ 25- 25-YR 24-HR STORM WILL 8E Utilities Accommodations Guide vnd County Permit. 59.....-. .,L,,, _ s~ PROS 34 \ ' PROVIDED ONSITE. 3. All proposed in right-of-way work must comply with the Pinellas County UtB(ty Ordinance 92-63, Plnelias County Site Development Ordinance 92-62, 4,24, \ it and Pinellas County Access Management Ordinance 94-13, as amended by 92-58, and Minimum Testing Frequence requirements. ' ROLLING -~:.-5g 4. S(gns and barricades to be nccordiri~ to F.D.O.T. Manual of Safe Practices; reference F.D.O,T. Indexes 600 thrv 85D and 17349 per Roadway and Trattic GATE _ \ ~ u; Design Stondvrds latest edition or P.C. Indexs 100 thru 116. A "Maintenance of Traffic Plan" must be submitted to and approved by Pinellas County Traffic Engineering prior to the commencement of construction CALUMET SL whenever one or more of the follawirig conditions are met: ' ~ A , N ~2, a. Street is closed to thru-traffic for periods exceeding 15 minutes. CALUMET ST. Sp' `D 44' N W \ ~ b. One physical lane supports two-way traffic movement. c. Traffic lane(s) namally designated to handle movement In one A R direction are being rechannelled to accommodate an opposing movement. 5. Sidewalks to be reconstructed within three (3) days after removal and sate a \ l`1 ~ ~ pedestraln traffic is to be maintained vt all times. When existing sidewalk is v' removed, it fs to be removed to the nearest expansion Joint. ~ ~ \ 6. Place expansion Join#s where 4" and 6" sidewalks abut. ~ LOGAN ST. 7. D(sturbed area within the right-of-waywlll be compacted to 100% of C IJ \ ` maximum density and sodded. S x 8. Swale May Be Required Along Southern Boundary. _ 9. All Sod In Ponds To Be Sand Grown.- m 9> .o J PROJECT LOCATION ~ ! „ ( T NOTE TO CONTRACTOR: EROSION CONTROL MEASURES R N 0 Required Erosion Control Measures Must Remain Intact Throughout Construction. Failure To Install Or Properly Maintain These Barricades • a Will Result in Enforcement Actbn Which May Include Citations As GENTRY ST. Provided By Ordinance 90-117, And Chapter 40D-4 And 40D-40, F.A.C. rn rn Initatlon Of C(vil Penalty Procedures Pursuant To Section 373.129 F.A.C., Can Result In A Penalty Not To Exceed $10,OD0 Per Offence YAth Each Dote t (U iI" During Which Such Violation Occurs Constituting A Separate Offense. Ponds To Be Excavated First. lV ~ - O Add Fuel Farm air , RFC~R~ ~RAWINI;~ n,u Q/ITQR DRAWN BY C DESIGNED BY C .M CHECKED BY G. L. B CONTRACT N0. 93_24 7 SURVEYED BY MC. FDRAWN BY J.C.J Aluminum Roof BVD 8.15.95 CITY OF CLEARWATER, :FLORIDA . SCALE SURVEYED BY M C BOOK NO. JOB NO. Add Weght Scab PWD 6.14.95 92005 VERT. D REVIEWED BY ~ n Q ~ CNE PUBLIC WORKS DEP Addi6bn ,~o r o DEPARTMENT N E W S 0 L I D W A S"i T E C;` )"M L E HORIZ, T„ 50`5 `L ~RA 6/94 AcAO Dwc, NEWSI'M No. PROJECT ENGINEER DATE al PrOpa ~y A`~ ?C? 6.22.94 SuadIng C~) APPROVED BY e I~G'a.~Ifeit'/dRtS JCJ' 622.94 CD - ENGINEERING DIVISION 1701 No AVE* HERCULES APPROVED FOR ~1F1e4> rn CHIEF ENGINEER DATE; VISI' BY DATE /////N CONSTRDMION CHIEF E EER DATE Q ~ ~ 1111; EXIST.. MH m v ~ ° d , , RIM :50.94 INV 44:57 N s-1 INV 36.76 E E , i O w ~~t ALLIGATOR CREEK INV'43:68.S CHA111~JEL A LEGAL: INV-36.76 W r~ RIM ELEV. INVERT TYPE frllrr, (Y, FLORIDA DESCRIBED AS FOLLOWS: TOGETHER WITH: S I TE . I N FO R M A TI O N ~ ~7 r J"~ 45' OF 4" PVC fl 2% INV 45.9 W BEGINNNCCAUNTY, FLORIDA DESCRIBED 1 T 1HES%CORNER OF THE S 89' 1~ 00" E 90.OD' S-1'' .'45.10 U-TYPE FDDT # 261 SOUTH"RANGE 15 EAST; PINELLASCOUN HE S%.CORNER OF THE, S.E. 1/4 OF SECTION T, TOWNSHIP 29 ! , 1 1 ~ a. FROM THE NORTHEASTCDRNER OF THE NDRTHWEABT 1/4 OF THE NORTHEAST 1/4 f t,l~ ~ ~ 15 EAST; PINELLAS COUNTY, FLORIDA, AND RUN THENCE r ~ _ 589'21'17 E 50.00 FEET TO POINT OF B . ' ~ 0--- 1Sr' SS 5-2 -:49,D0 U-TYPEFDOT#261- "FEET'ALONGTHEEASTERLYRIGHT-OF-N 10 FEETTO POINT OF BEGINNING;IHENCE N00'16'30"W 395.00 ~-SECTION 12, TOWNSHIP 29 SOUTH,RANGE.15 EAST; RUN THENCE N89'21'17"W , A DISTANCE.OF 501.06 ffET TO THE POINT OF BEgNNING; THENCE S1T09'16'W , !e, ~Bpe,r? Q~, EASTERLY RIGHT-OF-WAY OF HERCULES AVENUE, THENCE A DISTANCEOF 415.94 FEET TO THE NORTHERLY RIGHT-OF-WAY OF THE3.C.L. RAILROAD; EXISTING PROPOSED REQUIRED ' / ~n~,' ' ~ ~I . ~ : 569'2100 E 225.00 FEET, THENCE N( - - - --6' WATER MAIN. LEGEND 5-3 54.06 i 49.71 GRATE INLET # 218' sD.DD FEET nLOr1c THE souTN uNE of - ~ ~ '.5.00 FEET, THENCE ' N0096'30°W 109,00 . FEEr,':THENCE S89'21'DO"E ~ h{ENCE ALONGSAID RAILROAD RIGHT-OF-WAY N72'S0'44'W A DISTANCE Or 352.97 FEED, d NG THE SOUTHLINE OF THE CLEARWATER INDUSTRIAL PARK, THENCE.ALONG A CURVE TOTHE LEFT A DISTANCE OF 492.93 FEET WITH A ZONING. IL IL ~ X11 1 S-4 51,97,50.07 GRATE INLET # 216:.A000RDINGTO THEPLATTHEREOF AS R ` ` OF 1HE PUBLIC RECORDS'OF PINELLAS THE.PLATTHEREOF AS RECORDED IN PLAT BOOK 44, PAGE 46, RADIU50F.48B.65 FEET, CHORD BEARING N51'26'S3"E, CHORD DISTANCE472.29 FEET; 1~.~d RECORDS' OF PINELLAS COUNTY, FLORIDA, THENCE SD076'30"E .THENCE, 589'21'17"E A DISTANCE OF 90.60 FEET, RETURNING TO THE POINT OF BEGINNING. USE VACANT SOLID WASTE 1ENCE S89'21'17°E 395.42 FEET'ALONG A UNE 35 FEET NOR1H OF CONTAINING1,55 ACRES, MORE OR LESS: ' , ~ S-5 : 54.06 - 50:42 GRATE INLET: ~ .218 460.00FEET,.TNENCESa9'21'17°E 395.4. ' - B ~ B 1 BORING # AND.PARALLELT07HE SOUTH60UNDAR (2) 4 ,UNDERDRA,IIJ II s-s - ` 49.00 U-TYPE FDDT # 261 FEET EAST OF.1T1E CENTERLINE-0F A Rf TO THE SOUTH e0UN0ARYOF SAID SECTION 1, TO APOINT B - DIVi FACILITIES T1E CENTERLINE OF A RAILROAD SPUR TRACK, THENCE. LESS AND EXCEPT: 2 INV 46.00 I I 'p EROSION CONTROL BARRIER ND6.37oa^E ALoNC A cuRVE;TO'T11E LE e ~ I I O " - S-7 53.26' '51.28 GRATE INLET # 216 > OF 162.32 FEET, CHORD OF 161.57 FEET ' II )NC A cuRVE TD TiIE LEFT HALING a RADius of aaBss FEET, ARC LOT AREA (GROSS) 11,0835 AC. 11.0835 AC. 29,000 S.F. CHORD OF161.57 FEET,ALONGA-LINE B FEET EAST OF THE A PARCEL OFLAND LYING IN THE EAST 521.49 FEET OF THE NORTH 30.00 FEET LOT WIDTH: I O ' ~ I I PAVED: AREA _ 52A0 U-TYPE FDDT` 261 CENTERLINE OF 1HE AFORESAID RAILROA ~ ~ O 1 ~ S 8 # 520.99 FEET ALONG A LINE 195A0 FEET N , ;I I ~ # WAY OFCSUNSHINE DRIVE~OroHOWNEON THE AFORESAID RAILROAD SPUR TRACK, THENCE $89'21'17"E OF THE SOUTH 195.OD FEET 4F THE SW1/4 OF-THE SE1/4 OF SECTION 1, TOWNSHIP ONG A LINE' 195,00 FEET NORTH OF 1HE SOUTH BOUNDARY OF ~ 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA,. LESS AND. EXCEPT MAX. 899,58' 899.56' „ 7 - ' I ®-1 : 2' S-9 54.24. ' 5221 GRATE INLET 216 I 6 Oumpster Pad ~,I ® I .THENCE 800'09'32"E 195.DOFEETALONG"THEWEST,RIGHT-DF- - THAT PORTION LYING WESTERLYDFA UNE 8.00 FEET EASTERLY OF .AND .MIN. 165' 165'., 100' NE DRIVE AS BHOWN ON-THE AFOREMENTIONED PLAT OF THE PARALLEL TO THE CENTERLINE OF THE EXISTING RAILROAD SPUR 1RACK, LOT DEPTH )USTRIAL PARK, 1HENCE N89'21'17"W 558.60 FEET ALONG THE ' BEING FURTHER DEBCRIBED AS FOLLOWS: BEgNNING AT 'ME S,W, CORNER OF MAX. 1256' 1256' . I ) ' w~ 6x6 #10 NhNF &3000 PSI 2 ~ I ' 2: ? U - ~rTYPE ENDWALL S-1D # 216. ~ CLEARWATER INDUSTRIAL PARK,IHENCE , nl U I 54.25 EXISTING GRATE INLET SOUTH BOUNDARY OF SAID SECTION i; I 1 I Conc.. & Conc. ramp O i 1 SAID SECTION 12,°TO A POINT 8.D0 FEE 7Y OF SAID SECTION 1; ALSO BEING THE NORTH BOUNDARY OF THE S.E, 1/4 OF SECTION L TOWNSHIP 29 SOUTH; RANGE 15 EAST, PINELLAS 2,°TO A POINT 8.90 FEET EAST DF THE CENTERLINE OF SAID COUNTY; FLORIDA AND RUN THENCE 889'21'17"E 59.00 FEET TO POINTLYING ON 'MIN. 315' 315' 100 t Z I S-11 53.77 50,39 JUNC110N 80X I I" I I, , RAILROAD SPUR 'TRACK, THENCE S5126. ? GRATE INLET S-12 51.07 44.02 TYPE G # 232 ALONG A LI E B D' TRACK, THENCE S51'26'50"W ALONG A CURVE TO THE RIGHT ^THE EASTERLY RIGHT-OF-WAY OF HERCULES AVENUE, THENCE N0076'30"W BUILDING COVERAGE 1.60%a 11.1% b 6D% MAX, IS OF 488,65 FEET, ARC OF 49297 FEET, CHORD OF47234 FEET 395.00 FEET ALONG THE EASTERLY RIGHT-OF-WAY OF HERCULES AVENUE, - { } - I:. ~ ,t 1111' ( HAMNGARADIUS OF 488.65 FEET, ARC N .0 EAST OF 1HE CEN1E " I... ~ 5;89'21':00" E`. 225.00' tt ,.11.1'. ' 1 0 S-13 ~ EXISTING`STRUCTURE SPUR.TRACK.TOIHENORTH RIGHT-OF- 3,OD'EAST OF 1HE CENTERLINE OF THE AFORESAID RAILROAD THENCE 809'21'00°E 225,00 FEET, THENCE NDD76'30"W 100.OD FEET, THENCE SETBACKS i THE NORTH RIGHT-OF-WAY OF S.C.L: RAILROAD, THENCE '`889'21'00"E,90.00 FEET ALONG THE SOUTHLINE OF THE CLEARWATER 'FRONT - 20' 2D' (MIN.) _ : I II'b I O .'.N72'54'15"W344.24FEETALONGTHE N( > u1 SOD/LANDSCAPED AREA s-14 CRATE INLEr ~ ~ ~ ~ ' AFORESAID S.C.L. RAILROAD T6 THE EAS 1.24 FEET ALONG THE NORTHERLY RIGHT-oF-WAY OF THE 'INDUSTRIAL PARK, ACCORDING TO THE PLAT.THEREOF AS RECORDED IN PLAT REAR - 110' 10' (MIN.) RAILROAD T6 THE EAST RIGHT-OF-WAY DF HERCULES BOOK 44, PAGE 46, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; SIDE - - ~ I I 1; AVENUE; 1HENCE NDO'18'44'E 201.04 fEl • S-15 U-TYPE FDDT .261 ' # HERCULES AVENUE TO THE POINT OF BE I 1 I ~ , . - = NDO'18'44'E 201.04 FEET ALONG 1HE' EAST RIGHT-OF-WAY OF THENCE S0096'30°E 400,00 FEET, THENCE 889'21'17°E 411.19 FEET ALONG A UNE 10 10' (MIN.) c UE TO THE POINT OF BEGINNING. 95 FEET.NORTH OF AND PARALLEL TO THE SOUTH BOUNDARY OF SAID SECTION 'BETWEEN STRUCTURES - 20' 20'. (MIN.) 1, TO A POINT 8 FEET EAST OF THE CENTERLINE OF A RAILROAD SPUR TRACK, PAVED AREAS 1I 1 X i 1 s, .BUILDINGS S-16 GRATE INLET ' I ~ .CONTAINING 9.3561 ACRES MORE OR LE'. I I I ' ' CB-i ' 53.13 `50.61. THROAT INLET i61 ACREB MORE OR LEBS 1HENCE NO6'45'10"E ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 488.65 PARKING 9.97-AC. ' FEET, ARC OF 79.48 FEET, CHORD OF 70:42 FEET; ALONG A LINE 8 FEET EAST OF STORAGE & DRIVEWAYS - 3.98 AC. - , TOGETHER WITH: - THE CENTERLINE OF THE AFORESAID RAILROAD SPUR TRACK AND 70 THE - POINT OF BEGINNING, THENCE CONTINUE ALONG SAID LINE N01'19'30"E ON A RECYCLE DROPOFF - 0.27 AC. I I 1, X - p 'r - I ! ~C CB-2 51.83 :46,23 .THROAT INLET < , A PARCELOF LAND LYING IN THE EAST I GRATE 54,O~j 1 . ; MH-1 53.78 45,84 MANHOLE # 302 OF 1HE NOR1H 60 FEET OF 1HE SOUTH Q v ~ _ ~ AND LYING IN THE EAST411.19FEETOF THE WEST 776.19 FEET 'CURVE.TO'THE LEFT HAVING A RADIUS DF 488,65 .FEET, ARC Of 30.OOFEET, - 60 FEET OF THE SOUTH 95 FEET OF THE SWI/4 OF THE SEt/4 OF CHORD OF 30.00, THENCE S89'21'17"E 520.96 FEET ALONG A LINE 195.DO FEET PARKING`SPACES - 117 100 EMPLOYEES x 1.10% I I ~ --_-J- ' ~ U-TY E- ENDWALL MH- 55,19 47,14 MANHOLE; 302. secnaN r, TOWNSHIP 29 souTH, RANGE R I ~ # LESS AND EXCEPT THAT POR110N LYING NSHIP 29 SOUTH,.RANCE 15 EAST, PINELLAS COUNTY,RORIDA, NORTH OF1HE SOUTH BOUNDARY.OF SAID SECnON 1, THENCES00'09'32"E30,00 ' PT THAT PORTION LYING EASTERLY OF A LINE B.OO FEET FEET ALONG THE WEST RIGHT-OF-WAY OF SUNSHINE DRIVE AS SHOWN ON THE HANDICAP PARKING - 5 5 ~tJV ~.03®7. V S-3 i I S- ' FDOTj INDEX°261 - EASTERLY OF AND PARALLEL TO THENCE 1 6' of 2 " CP ~ 0.4 0 MH-3 50.94 36.76 EXISTING STRUCTURE y S-4 = W/B,4FFLES - SPUR TRACK BEING FURTHER DESCRIBED TOP 3:13 J 75 1 ~i R L 0.40 I _ I ; ; CORNER OF 1HE SWi/4 OF1HE SEt/4 VD PARALLEL TO THE'CENTERLINE OF.THE EXISTING RAILROAD ~ AFOREMENTIONEDPLAT OF THE CLEARWATER INDUSTRIAL PARK, THENCE! SPACES. 1NG FURTHER DESCRIBED AS FOLLOWS: "BEGINNING AT THE SW NB9'21'17"W 521.49 FEET TO THE POINT DF BEGINNING. SWt/4 OF THE SEt/4 OF SAID SECT10N.1, THENCE RUN OPEN SPACE 4.43 AG. 10% of LOT AREA THT 39 I iNV,;',49A0 S89'21'17"E 365.00 FEET ALONG 1HE 50 -.INV 5 .61 N I Q & ` - ~ I <t r 1, 1HENCE N00'16'30"W 35.00 FEET PAR, .00 FEET ALONG THE SOUTH BOUNDARY LINE DF SAID BECTION TOTAL - {40%} I6'30"W 35.00 FEET PARALLEL AND 365,00 FEET EAST OF THE - FRONT YARD INVS .81 S I - .LIGHT \ ~ ~ ~ WEST BOUNDARY OF THE SW1 4 OF 1HE W Z .PALE .352' \ ; ~ POINT-0F BEGINNING, THENCE CONTINUE f OF THE SW1/4 OF THE SEi/4 OF SAID 8EC110N 1 ; TO THE {HERCULES AVE.} - 100% 25% MIN. NING; THENCE CONTINUE N00'16'31"W 60.OD FEET,.IHENCE - { ) ~ - S89'21'17"E 411.19 FEET ALONG A IJNE l J ; 1 , (n f`1'(:,\ ~ ~ PARALLEL TO THE SOUTH BOUNDARY OF 19 FEET ALONG A UNE LYING 95.90 FEET NORTH OF AND ~ PARKING LOT INTERIOR - 16,162 S,F. 6% OF PARKING 1E SOUTH BOUNDARY OF SAID SECTION 1; THENCE ALONG A LANDSCAPING a yx ~ ~ ~ CURVE TO 1HE RIGHT LUNG 9A0 FEET E , 3 . , v 's(' ,a . , ~ -i , CENTERLINE OF THE EXISTING RAILROAD , , , 1 , U ti -ti v~:. ~ ti , z ~ h i MH 1 ~ FEET,ARC OF 61.83 FEET AND A CHORC RIGHT LUNG 8,00 FEET EASTERLY OF AND PARALLEL TO 1HE - {7,2%) THE EXISTING RAILROAD SPUR TRACK WITH A RADIUS-0F 488.65 ,ti.. ~ W RIM,53.78 .THENCE N89'21'17"W 395,42FEET TO :1H Li CJ ` , 4.83 FEET AND ACHORDBEARING 814'30'35" W 61.79 FEET, ~ EXTERIOR PERIMETER BUFFERS 17"W 395,42FEET TOTHEPOINTDF BEGINNING.. - ALONG R/W - 20' 5' ~ ~ _ _ ~ ` . } I-~ INV 45.84 N ` 1; ~ ! CONTAINING 23,355.10 SQ. FT. OR 0.536 F C) o LL , ~ w' o' ,INV 45,80 S . - ~ ~ `r • ~ , - + , ' '',INV 45:84 NW ALONG ADJACENT - 355.10 SQ. FT. OR 0.5362 ACRES MORE.OR LEBS. ~ - PROPERTY. - lD' 3' ~ r , J, ~ o ' I ~ a ;'ADMINISTRATIO ;I I ~ ~ • , 'BUILDING?~` ' , bEXISTING BUILDINGS ARE TO BE REMOVED. ` INCLUDES FUTURE RECYCLE BUILDING AND STORAGE BINS. ~ I ~ J1 ~ `FIN FL ~55:50`~~ ~ _ qOR 40% OF SUM OF HEIGHT OF ADJACENT BUILDINGS, WIiICHEVER IS GREATER. - _ - , W Lil v- 'I't ~ . . I I z s > W I W i , f CONTROL STRUCTURE I , Li J J S-5 ! U -i ~ , , 3 TYPE C INLET ? r . • ` TOP EL 51.00 ~ ~ ~ 9 p S BB (2) 4» UNDERDRAIN 2 SLOT EL 47.75 w U ~ ' w cRA s .oe ° ~GHT. ~ i 4 ~ ' 1 ~ 7 INV .44.67: SLOT .WIDTH 2.2~ W L~ M INV EL 44,00 > c~ ~ / Q w z L~ ~ z POLE • . ---i • ~ t I - - 5 - I , > 1- ' AILROAD EAS 16 R EMEN UNDREDRAIN EL 44.67 a a d ' ' ` ~ I Q U ` - _ 1 I,. ~ ~ i _ LAND~CA E _ S 89°21' 17,,E 51 , 50 521.49' N9 8 ~ a ~ 1 w I` ~ I , , .J ' • . ~ , r. Z I _ i1 0 ~ ~ ~mh~ t = 88 65 , w > RAD 4 I , ~ ,I . 'Z Recd=w/ ~ I nn~sting ewla"mt p 4 ARC = 70.48 a , I Q ` w ~ I - I J _ ~ ; CHD`= 70,42 i.; „ 'i , = w I Z1l I 2 ` CHD BRG - N06°4;a l0 E . 52 52 ~ w o , ~ w ~ zw I o; N F- J I .all , 1 ~ , to 50 c~ z , . 'i z = I h UJ , UZ 1 i , 'ZI 11 a o o 11 - ' h ` , °_~w' I,Q ; S 89'21, 1,,,E 395.42':: ,,DRY RETENTION AREA ~ w rn za lz a , ~ POND `BOT~'~JM II 'w I-I ~ ~ EL 47.00`,, h CRATE 51.07 ' ~ r J I - ~h I o I,IF LI I R IS D ,U B N/ 01 C B- ~ , 1z1,1P0L _ ~ v ~`,d SLOT 48,01 I to ? I t ~ B-3 ~ INV 44.02E ~i B-~4 ~ - _ ~ S ILL A 7 Pl AL I U 1 m ~ W ER H WN IRA 6 ,~6_ , 1 ~ INV 44,91 W i 12 N ~ 1 r~ s-1 FH - I x '11 ~I w S-1 I- ~ .V fXa'ecanireeToBeRootPruned \ ,tH.. S-6 ` S-8 ~'4 end Protected In Accordance S-7 % . - " ~ i .With CITY of-0LEARWATER Forreaicc i 5 I , ~ 4 of 18 , , ' ' I P I ' 1"lAYNE Tree Root Feeder S Stem ~ ` ' ~ A ~ 52 52 C~ I ~ I 5 ~ R BPD & I, ~ rs s~e~laed Py cm or rl.~nuwniER ~ ~ sN,MP_IN.> POINT ~ ~ COLLECTION VEHICLE PARKINS , TAP BY CJTHERS t Fgrresler. - 56' of 1.16» C~ 0.40% , - - - 1 :100' R~~,~, o _304'-6"d.I.W.M. , ' , I ~ ~,I' ~~ET~ & RPBPD F3Y I IGHT ao U-TYP_E__ENDINALI. , I I ~ i ~ I I ~ , 1 I U ' ,I I ~ ~ JA ~R DIVISION ~ I-D~T INDEX,261 _ 29,75.. I/° ~~POLE 2„ PVC MW ~ W/BAF(=LES - , - ~ _ I~ I ~ , ~ l M 53.77 I © I'1V ~~.OG V 50,39 S-111 ~ , ~ ~ - 'I ~ ! d V 50.39 I r ~ L`~rkxv' I ~ J OIPJ`}, (J ~ I --ts-?C-- > i -1 I' -a' tv~ Z C' ~ L ~E a S 89°21' 17„ E ~ ~ ,N I I 4,2 .Q ~ N ECT70N'`. 355.58' `ro ~i ~ 90.54'(0) 90.60'(D} N 89'21'` 1 ~'1, W ~ ` f i w 558.60' 1 k o . l I , I ~ TOP 51,83 , w , - - - - - I I ~ , i 4g 4g R~ ~ l THT 50.92 h I I r? 1 ° Tra ~,t 'ti ` , INV 46.23 N Q I I ~ ~ _ x, % , , , ....INV 46.23 s U I l i ^,lf~ Pll~(~1 ~S ~ U o MH 2 N,E X`, ~.~f' `,"s , l k ~ - F-'o I x , ~ °J RIM 55.19 I I ~w I I 1 : 'x , v, . a r~ INV 47.14 N ~ ~ + x ~ ~ `s3 za I I I X. * ~•:~'`r INV 47,24E ,4~~( %k'~y~'s,. 'x, i l _ I . v 'I. INV 47.18 SW ~ ~ _ ~M` ' ~ ~ S~ 's I `S ' a s~ p 3 I • . 170' or e" PVC ~ 0.40% ~ ~ k ~ ~ r ~m I:'. A ~ INV 47.26 W RECYCLING f , , 2 _ , - - I o ~ , a , r xo ! I I ; w , , , 1Q f~ ,,BUIL , f. ,,,r. ~ , wl-- I yS , ~ .r,,~wt', I 1 CF L . I I ~ , p~ 1 ; py ~ Q ' Certified as a tr;:e and corrept copy. ']ri;t~Vcust 1, 1994, the Development-Code Administrator approved a Simple I I ~ ~ ,wZ,~.,.; olo _-~``_C-fin-- - . , 'I ~Z`~ ' I 1 z . _ ,h~ 355.29' d A ' 4D~ Tra ff c ~ Ce ~,~5, ~ S~ . Adjustment'to the site plan last certified on January 7, 1993 far City of Clearwater Solid Waste Complex. I. , ~ Witness my hand and the seal of the City of Clearwater, z l I Q Z V_,ti ~ ~ ~ I U Ploz; G , ~ j ~ ~ 1 Fl rida on this dayo August•~~1 4~ C11' ¢,~",`1, X I I q ~ ter,; OPE(~1 STORAGE APFA • (il \1 Y , Ifj. ~ ° ~1 _ . e y,. Tt er~~` I I` , ow , ,I a ,~0 > I i ~ RECYCLING t ' l.-r ,A ~ ve~~ " r w~„ I I ~ ~ •'(.12 N BUILDING- ~ o ~ `•y'%`~ Tha change to the site plan ilfclDdes: ° `t'1 1. The addition of an adjace~ :..55 ~,cT~~l arcel of latTd, ° I ~ ; I, GRCASE TRAP FUTURE i 2. The deletion of one vehicl~t~arking,(sp r, ~ r, 3. The addition Gf the 80' x p~ecyc~~'~I bui~ding ~i~i'~ _ . , ~ its associated 50' x 10'~ se~~•~raile '~o~ading dpC(~ I 4. The Site Data Table, ~(1 .rt; `p. , 'x ~ ~1~ , a _ - 30.72 - e - F ~ ~ S RFlD 488.65'. ~ . - - Se - 2 ~ 7' 1' NATERIAL - ARC _ 49 Subject to the fallowing conditloiirt~r rr`` ' i. The applicant shall obtain a bdildi~~per~rit~~w thin six I, CHD - 472.3' _ d. - - C}ID BRG - S 51°?_G' 5U" W months from-the date of certification. ~•-tee°' I I ~ j . . ' 4 I I XIST 97. - k N I ~ r i ~ WASH"' ~ - - ~P I W ~ I CT1Q IoTE 11.12 ~ . COLLE ~ r, ~ . N i .....NOTE: NOTE: I . 10.03. V'~,~ ~ ~ 57 RETENTION OF THE FIRST 1~2" OF 1. 1+11 proposed work must comply with F.D.o:T. index No: 700. 8 P~ , RUNOFF AND 'ATTENUATION OF THE 2. All right'-of-way installations will domply with the State of Floridd I O ~ A TI O ^ , SAMPLING POINT \ \ - p,0 ~ 2 25-YR` 24-HR STORM WILL BE Utilities Accamrnodations Guide and County Permit. L H PROVIDED ONSITE. 3. All proposed in right-of-way work must comply with the Pinellas County Utility 9 - ~ - ~ - ~ P ~ 58 3 ~ ~ 44 24' - - Ordinance 92-63; Pinellas County Site Development Ordinance 92-62, and Pinellas County Access Management Ordinance 90-13, qs amended ~ by 92-58, and Minimum Testing'Frequence requirements. 4. Signs and barricades to be according to F.D.O.T Manual of Safe Practices; S ROLLING reference. F.D.O.T. Indexes 600 thru 650 and 17349 per Roadway and Trattic Design Standards latest edition': or P.C. Indexs 10o thru 116: CALUMET ST. GATE A "Maintenance of Traffic Plan" must be submitted to and approved by Pinellas County Traffic Engineering prior to the commencement of construction CALUMET ST. ~ whenever one or more of the fdlowing conditions are met: ~ a.) Street is closed to thru-traffic for periods exceeding 15 minutes. b. One physical lane supports; two-way traffic movement ci 2 50'.:4. \ ~ W ~ c. Traffic lane(s) normally designated to hahdle movement in one a direction are being ,rechannelled .'ta accommodate ah opposing movement. m 5. Sidewalks to be reconstructed w~thin three (3} days after removal and safe ~ pedestraih traffic is to be maintained of all times. When existing sidewalk is ~ m ~ ~ removed, it is to be removed td the nearest expansion joint. ~ LOGAN SL 6. Place expansion jo(rits where 4"~dnd 6" sidewalks abut. O• _ d w \ ; F- ~ \ 7, Disturbed area within the right-of-way wile be compacted to 100% of $ maximum density and sodded, ~ k, ',o \ 8. Swale May Be'Required Along Southern Boundery. 9: All Sod In Ponds To Be Sand Grown. PROJECT LOCATION a 352 9 J \ ~ . ~ `J r R NOTE TO'CONTRACTOR:'EROSION CONTROL MEASURES R; rn Required Erosion Control Measures Must Remoin Intact Thraugfiout GENTRY ST. u, , Construction. Failure To Install Or Properly Maintain These Barricades Will Result In Enforcement Actlori Which May Include Citations As ,:r , 0 Providdd By Ordinance 9D-17, And Chapter 409-4 And"409-4Q F.A.C.. lnitatiod-0f Civil Penalty Procedures Pursuant To 5ectioa 373,129-F.A.C., ` ~ r ` Can Result In A Penalty Not To Exceed $10,000 Per.Offence With Each Date ' During Which Such Violatioh Occurs Constituting A Separate Offense. v. - ( ~ Ponds To Be Excavated First. " ~ -J TIE-IIU SCIRI/EY DRAWN BY DESIGNED BY CHECKED: BY CONTRACT 0. RECORD D ,r~~~,,,, RAWINGS J.C.J. C.M. a ~ 93-24 ~SEA I~af - CITY OF CLEARWATER FLORIDA c Lli SURVEYED BY ~C DRAWN BY JCJ SCAVERL SURVEYED BY M C BOOK NO. JOB NO`aI 05 Additional Property Aquired JCJ 6 22.94 a W REVIEWED BY 0"LID WASTE u"u"IMPLEX - A . „ DATE DRAWN ACAD DWG. h~kT `W . 'N'E W S PUBLIC WORKS DEPARTMENT Building Tre-in Measurements ` PROJECT \ r' q JCJ : 6.22.94 ENGINEER DATE NoRlz. 1 = 50, ' 6/94 NEWSITE c,, T As-Built Water, Sanitary, and Storm Lines JCJ 6:14.94 - 4G ' CA) 1701 N. AVE. HERCULES APPROVED FOR i APPROVED BY CD : 4rER, F ENGINEERING DIVISION CONSTRUCTION CHIEF FNGI EER DATE REVISION BY DATE Q CHIEF ENGINEER ~Tf wY A B C D E i ~ i H ~ .a _ . _ F_ ~ _ . , _ _ _ _ _ _ _ , EXIST MN .a ALLIGATOR CREEK CHANNEL A L I TI ~rM ~o~s IT IE TI 45' OF 4" PVC ~ 2% INV 36.~~ THAT PART OF SECTION.1 AND 12, TOWNSHIP 29 SOUTH, RANGE 15 EAST, :AST, LESS ANO ExCEPr EXISTING PROPOSED REQUIRED' S $9° 21' oa" E 90,00' PINELLAS COUNTY, FLORIDA DESCRIBED AS FOLLOWS - SS ~ BEGINNING AT THE S.W. CORNER OF THE S.E. 1/4 OF SECTION 1; TOWNSHIP 29 S Ca -°t3~' ~ ~ SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA, AND RUN THENCE WNSHIP 29 A PARCEL OF LAND LYING 1N THE EAST 521.49 FEET OF THE NORTH 30.00 FEET ZONING IL IL ' ~E OF THE SOUTH 195A0 FEET OF THE 5W114 OF THE SE114 OF SECTION 1, TOWNSHIP USE VACANT SpLID WASTE ~ ~ --6"WATER MAIN' LEGEN® SB9°21'17"E 50.00 FEET TO POINT OF BEGINNING, THENCE NO°16'30"W 395.00 ~ ° ' ~ FEET ALONG THE EASTERLY RIGHT-OF-WAY OF HERCULES AVENUE, THENCE >'30"W 395.00 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA, LESS AND EXCEPT DIV. FACILITIE5 j'. THENCE THAT PORTION LYING WESTERLY OF A LINE 8A0 FEET EASTERLY OF AND B-1 S89° 21'00"E 225,00. FEET, THENCE NO° 16'30"W 100,00 FEET, THENCE S89° 21'i 'HENCE S89° 21'00"E PARALLEL TO THE CENTERLINE OF THE EXISTING RAILROAD' SPUR TRACK, ~ 90,00 FEET ALONG THE SOUTH LINE OF THE CLEARWATER INDUSTRIAL PARK, B q BORING IAL PARK, BEING FURTHER DESCRIBED AS FOLLOWS BEGINNING AT THE S.W. CORNER OF LOT AREA (GROSSI 9.5335 AC, 9.5335 AC. 20,000 S.F, j' 4, PAGE 46, THE S•E.1/4 OF SECTION 1, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS {2) 4 UNDERDRAIN ~ ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 44, PAGE 46, 2 INV 46.oa ~ I OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, THENCE SO° 16'30"E - ~ i ~ --X- EROSION CONTROL BARRIER 460,00 FEET, THENCE S89°21'17"E 395,42 .FEET ALONG A LINE 35 FEET NORTH 01 0° 16'30"E COUNTY, FLORIDA AND RUN THENCE S89°21'17"E 50.00 FEET TO POINT LYING ON LOT WIDTH: I f ~ AND PARALLEL TO THE SOUTH BOUNDARY OF SAID SECTION 1, TO A POINT 8 FEET NORTH OF THE EASTERLY RIGHT-OF-WAY OF HERCULES AVENUE, THENCE NO°16°30"W MAX. 790" 790' ~ POINT 8 395.00 FEET ALONG THE EASTERLY RIGHT-OF-WAY OF HERCULES AVENUE, MIN. 165'. 165' 100' M ~ I~ ° SUB~BASIN DRAINAGE BOUNDARY FEET EAST OF THE CENTERLINE OF A RAILROAD SPUR TRACK THENCE CE THENCE S89° 21'00"E 225.00 FEET, THENCE NO° 16'30"W 100.00 FEET, THENCE N ~ ~ I I ~ N$° 37'08"E ALONG A CURVE TO THE LEFT HAVING A RADIUS F 4 F T I 2 '•I I ~-1 2 O 88 65 EE , ARC EI ~ NZO POND NODE NO. OF 162.32 FEET, CHORD OF 161.57 FEET, ALONG A LINE 8 FEET EAST OF THE 88.65 FEET, ARC S89° 21'00"E 90.00 FEET ALONG THE SOUTH LINE OF THE CLEARWATER LOT DEPTH 9T OF THE INDUSTRIAL PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED 1N PLAT MAX. 1256' 1256' i ~ 2 o I~,1 2 t CENTERLINE OF THE AFORESAID RAILROAD SPUR TRACK, THENCE 589° 2117 E 3° 21'17"E BOOK 44, PAGE 46, OF THE PUBLIC RECORDS OF PINELLAS' COUNTY, FLORIDA, MIN. 315' 315', 100' I k ; ~ ~ PARKING LOT INTERIOR 520.98 FEET ALONG A LINE 195,00 FEET NORTH OF THE SOUTH BOUNDARY OF x ~ i f' Q u~' LANDSCAPING SAID SECTION 1, THENCE S00° 09'32"E 195.00 FEET ALONG THE WEST RIGHT-OF- )UNDARY OF THENCE SO° 16'30"E 400.00 FEET, THENCE S89° 21'17"E 411,19 FEET ALONG A LINE 3T RIGHT-OF- 95 FEET NORTH OF AND PARALLEL TO THE SOUTH BOUNDARY OF SAID SECTION BUILDING COVERAGE 1.60x ® 10.8x b 60x (MAX.1 I f t WAY OF SUNSHINE DRIVE AS SHOWN ON THE AFOREMENTIONED PLAT OF THE I ~I°, ° ~ T OF THE 1,TO A POINT 8 FEET EAST OF THE CENTERLINE OF A RALROAD SPUR TRACK, i 89° 21' a" E ~ f f ~ CLEARWATER INDUSTRIAL PARK, THENCE N89 2117 W 558.60 FEET ALONG THE S O 225.00 qi I ~ q SOUTH BOUNDARY OF SAJD SECTION 1, ALSO BEING THE NORTH BOUNDARY OF ALONG THE THENCE N6°45'10"E ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 488.65 SETBACKS lNDARY OF FEET, ARC OF 70.48 FEET, CHORD OF 70.42 FEET, ALONG 'A LINE 8 FEET. EAST OF FRONT - 20' 20' (MIND i'! l ` h I ! O ~ ~ ~ SAJD SECTION 12, TO A POINT 8.00 FEET EAST OF THE CENTERLINE OF SAID OF SAID THE CENTERLINE OF THE AFORESAID RAILROAD SPUR TRACK AND TO THE REAR - 110' 10' IMIN.) RAIL QAD S UR R CK, THENCE S51 26 50 W ALONG A CURVE TO THE RIGHT 0 ; "J :1k b , HAVING A RADIUS OF'488.65 FEET, ARC OF 492.97 FEET, CHORD OF 472.34 FEET h ~ ~ THE RIGHT POINT OF BEGINNING, THENCE CONTINUE ALONG SAID LINE N1° 19'30"E ON A SIDE 10` 10' (MIND c F 472.34 FEET CURVE TO THE LEFT HAVING A RADIUS OF 488.65 FEET, PRC OF 30.00 FEET, BETWEEN STRUCTURES - " 65' 20' (MINJ I ~.:f _ ALONG A LINE B.OD EAST OF THE CENTERLINE OF THE AFORESAID RAILROAD RAILROAD CHORD OF 30.00, THENCE S89°21'17"E 520,96 FEET ALONG. A LINE 195A0 FEET ~ ~ ` q ,a SPUR TRACK TO THE=NORTH RIGHT-OF-WAY OF S,C.L. RAILRO ~ AD, THENCE , ~ N72°54'15"W 344.24 FEET ALONG THE NORTHERLY RIGHT-OF-WAY OF THE IENCE NORTH OF THE SOUTH BOUNDARY OF SAID .SECTION 1, THENCE S00° 09'32"E 30.00 PAVED AREAS i', OF THE FEET ALONG THE WEST RIGHT-OF-WAY OF SUNSHINE DRIVE A5 SHOWN ON THE PARKING 0.97 AC. - I a. r~ ~ - _ I ~ ~ , ~q ~0 ~ AFORESAID S,C,L. RAILROAD TO THE EAST RIGHT OF WAY OF HERCULES C • q ~ AVENUE, THENCE NOO°18'44"E 201,04 FEET ALONG THE EAST RIGHT-OF-WAY OF ILES AFOREMENTIONED PLAT OF THE CLEARWATER INDUSTRIAL PARK, THENCE STORAGE & DRIVEWAYS - 3.98 AC. - t~3 ~ ' ~ a HERCULES AVENUE TO THE POINT OF BEGINNING. '-OF-WAY OF N89° 21'17"W 521.49 FEET TO THE POINT OF BEGINNING. RECYCLE DROPOFF - 0.27 AC - ~ I'. ~ q U-TYf?E ENDWALL may.. R ~FM, ~ FOOT; INDEX 261 • PARKING SPACES - 118 100 EMPLOYEES z 1.10 ~ ~t ~ CONTAINING 9.3561 ACRES MORE OR LESS ..RCP :-'1 ~ ~2q. RCR " HANDICAP PARKING - 5 5 r~ ' ' W/B,t'~FFLES 4 k r s TOGETHER WITH b a INV.; 49,00 SPACES ~ ; ~s~ , t~J - ~C A PARCEL OF LAND LYING 1N THE EAST 11.19 F T OF T I ~ 4 EE HE WEST 776.19 FEET 776.19 FEET OPEN SPACE 3.$1 AC. lOx OF LOT AREA I' ® OF THE NORTH 60 FEET OF THE• SOUTH 95 ,FEET OF THE SW1/4 OF THE SE114 ~ t!1 ; , ~ SECTION 1, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA, )F THE SE114 OF TOTAL - (40x1 FLORIDA, r LESS AND EXCEPT THAT PORTION LYING EASTERLY OF A LINE 8,00 FEET ~ ! FEET FRONT YARD - 100x 25x (MIN,) U ,4 f Q EASTERLY OF AND PARALLEL TO THE CENTERLINE OF THE EXISTING RAILROAD ~ 9 ' SPUR TRA K B IN FUR H R C E G T E DESCRIBED AS FOLLOWS BEGINNING AT THE W S ITRTHE (HERCULES AVE.) - ~r F-~ I G ~ CORNER OF THE SW1/4 OF THE SE1/4 OF SAID SECTI N 1 T N MH-1 0 HE CE RUN RUN PARKING LOT INTERIOR - 16,162 S.F. 6x OF PARKING I U + ' ~ 5$9° 21'17"E 365,00 FEET ALONG THE SOUTH BOUNDARY LINE OF SAID SECTION _ ,~x° L~ ~ r; RIM 53.15 , 1, THENCE NOO° 16'30"W 35,00 FEET PARALLEL AND 365A0 FEET EAST OF THE IAD SOF TpE LANDSCAPING (7.2x1 ~ ~ ~ ~ ~ ,~j ~ !NV 46.00 WEST BOUNDARY OF THE SW1/4 OF THE SE114 F SAID SECTION 1 TO THE ~ C7 - q ~ 0 0 , I , TO THE EXTERIOR PERIMETER BUFFERS ~ ~ s~~, t~••• P01NT OF BEGINNING, THENCE CONTINUE N00° 16'31"W 60,00 FEET, THENCE 0- ~ ~bc O S89' 21'17"E 411.19 FEET ALONG A LINE LYING 95.00 FEET NORTH OF AND HENCE ALONG R/W - 20' 5' )F AND ALONG ADJACENT - 4 ~ .ADMINISTRATION ~ ~ PARALLEL TO THE SOUTH BOUNDARY OF SAID SECTION 1, THENCE ALONG A ~ ~ ~ , ~LONG A PROPERTY - 10' 3' ' ~ ~ ~ ' • CURVE TO THE RIGHT LYING B,OO FEET EASTERLY OF AND PARALLEL TO THE ~ I', - ~ ~ t~ BUILDING CENTERLINE OF THE EXISTING RAILROAD SPUR TRACK WITH A RADI F 4 8. EL TO THE S OF 488.65 ' I ~ F1N FL 55.50 US o 8 65 ~ ~ ; ip FEET, ARC OF 69,83 FEET ANp A CHORD BEARING S14" 3O'35" W 61J9 FEET, U,J ~ m ~ ~ THENCE N89° 21'17"W 95.42 F ET TOT P .79 FEET, pEXISTING BUILDINGS ARE TO BE REMOVED, 3 E HE OINT OF BEGINNING. c~ ~ - Cl , bINCLUDES FUTURE RECYCLE BUILDING AND STORAGE BINS ea ~ ~ CONTAINING 23,355,10 S0. FT. OR 0,5362 ACRES MORE OR LESS, (x 2 ~ MI'" 0 00 OR 40x OF SUM OF HEIGHT OF ADJACENT BUILDINGS, WHICHEVER IS GREATER. crQ ~ ~ - r- Q': F ~ ip tY ~ ~ u., -t W I CONTROL STRUCTURE~~ ~ ~ € h'' q ~ h a TYPE C INLET , p ' • ~ w ~ 3 FDOT INDEX 232 u~. ~ , m ~ ~ c-• ~ W ~ TOP EL 51.00 2 ~ B (2) 4" UNDERDRAIN 2 SLOT EL 47.90 w G ~ ~ r '~q ..J ti ~h ~z• ° v, ~ W DS ~ ~ a _ ' t ' ~ e 2 INV 44.67 SLOT WIDTH 2.2' INV EL 44.00 w ~ i U ~ ~ ~ ~~t. :5~ 16` RAILROAD EASEMENT UNDREDRAIN EL 44..67 a i!, ~ U S 89° 21' 17" E .c~U 521.49' N9 k~ ~ ~ ~ t~ ~ ' ~ r~ ~ ~ ~ ~ '~,j , o a ~ ,C< ~ a RAD 4$8.65 , 52 ~ ~ ~f r~,.~ ~ I~ . ~ 'S ARC A 70,48 ~ ~ ~ ~ ~ w ~ s, CHD = 70.42' { 52 ~ ~ ~ ~ ~ ~ ~ ~ ~ CHD BRG = N 6° 45' 10" E ' c~ ~ ~ ~d ~ ca~ ~ ~ ,Mtn' ~ ~ ~ t~ ~ ~ 1 40 ~ ~ Q1 ~ ~ ¢ ~ ~ q ~ fir, q o ~ ~ ''.DRY RETENTI~,N AREA io ® w ~ I ~ p ~ r~ ~,r°° ~ ~°`I S 89 21 17 E . POND. DOTfiOM '1 I ~ ~ ~ ~ ~ ~a U , EL 47.OQ; io ~ ~ s° ~ F ~ 1~ ~ Ip 1' ~~~I . . o I y q q N10 1, ~'~4 M ~ • • I I r v . ~ r,, ~ ~ a ~ ®~i ® ~ ® e • &®g ~F', x M . . , , ~ ~ . ' U-TYPE E DWALL ~ ~ q FOOT INDEX 261 ; 1S"RCP X_:_... ~ i . ~ q ,r INV 52,oa U-TYPE ENDWALL - `ti I U 43 ~ ~I C N in q q'', R ISED CURB W/GONG ~ ~ q q a F{~OT IN~E~,, 261. • ~ I S ILLWAY TYPICAL ~ ~ O INV 49.00 I X X w ERE SHOWN ~ ~ ~ ~ , . i N . . I 18 RCP U - OE SIT DR NA ~ rn ~ ( , LIGHT a N 89° 21' 17" W - 55$.60' I W ~ o) POLE q q q I. o q q ~ J~ ai _ ~ . ~ I ~ ~ ~ ? . I I ~ ..EO`1NCR~ESS ~~~I=CRESS EASEMENT 5996-1677 ~ `s~~ ~ ' , ~I ~ ~ I _ i I ~p I~ ~ ~ 1 1 ~o, ST 3 ~ i• w~ I ~ I s , I. MH-2 I , ~ RIM 55.50 I .•I. , 2 INV 47.28 ~p w I'~ :Lti. I I ' I . w ( ~ ~ , I , ~ w , I. m ~ { I ' I, . ~ ~ ~ T ~ I I ' ~ . , T T C T ACT EO 10 C T L l d~ ~n I z 5 I = ~ FUTURE RECYCLE _ ~ ® ~ q. ~ I 1 S r'' ~ a--~ ~ ~ D R, 4 REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT m m REauIREc ~ ~ ~ ~ BUILDING I w I I- oNSTRu ~ I I C CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BAP,RICADES ~ d~ APR , 3 G {PHASE 2) ~ ~~,t,J U I , WILL RE a-~ ~ ~ ° ~ a q I I ~ 1 PROVlDEL WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS C ~ f ~ I q OPEN STORAGE AREA, q I . ' I PROVIDED BY ORDINANCE 90-17, AND CHAPTER 40D-4 AND 40D-40, F.A.G.' p I ~ I CAN RES INITIATION OF CIVIL PENALTY PROCEDURES PURSUANT TO SECTION 373,129 F.A.C., ~-~CJ ~ ~ ~ PtAw~iING6DEUELOPMENT CAN RESULT IN A PENALTY NOT TO EXCEED X10,000 PER OFFENSE WITH E®ACH DATE CITYOFCIEARWATER ~ ~ I - ~ 5 ~q ~ ~ ~ S DURING ~ DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A SEPARATE OFFENSE. i v~ o • • i I 1 I - I ° I ! I I I I I Ic, _ ~ ~ 4 - ~ I , ~ _ ~ , S RAD 488.65 I I ~ _ , ARC 492.97 _ L__.. CALUMET 5T. I I CHD 472.34 ' p. ~ D R 1° ~ • ~ CH B G = S 5 26 50 W • ~ I I { CALUMET ST, ri EXIST ~ ' a ~ a . ' ° I 3Q" CMP ~ ' ' w ~ ~ I TRUC ' ~ ~ ~ ~ ~2° ° • WASH ..........................•...I---------------_--______ ~ NOTE a i ~ T' s , 4 r~'e RETENTION OF THE FIRST I " OF ~2 Certified as a true and correct copy. On May 21, w ' q . ~ RUNOFF AND ATTENUATION OF THE 1993 the Cit Mana er a roved a minor ~ ~ Y 9 Pp ~ I ~ 25-YR 24-HR STORM WILL BE . , s7 amendment to the certified;~ite plan for the' _ ~ I PROVIDED ONSITE. 0 City of Clearwatsr''Solid Wast~~`~~omplex. LoGAN sT. M, ek 8e 1,., ~ ~ ~ F ~5 ® se Witness mya ~ha`h'~° 0•P~d 1 the seal of. the City of Clearwater Ffbrlda ~ on `this ,?6.th day of May, ~ ~ PROJECT SITE ~ ~ ~ 3~ AGE ~ 1993 ~ ` I' o z 24 w,Pe ® ; r.'1 I li b i n c . 5g ° ° . } . GENTRY ST, try, l~epol ®}City~Glerk i <<e1F{b{'`~ ~ ~ ~ rv . ci N 1 3/93 DME REVISED BOTTOM CONTOUR EL 47.0, MISCELLANEOUS NOTES Jm;V~OOb:A@@o fR , DESIGNED BY: C. MONTGOMERY CAMP DRESSER & CKEE IN C. CITY OF CLEARWATER w ROJT NO. 4RWATER @ ~d PLAN J DRAWN BY: D. ELLIS CLEARWATER FLORIDA FLORIDA. 4 ~7 ~a F SHEET CHWD BY `HEET Q CROSS CHK'D BYs Lij APPROVED BY: J H A'-iiC I:E ~o ATE STE COMPLEX FI r'da egIstea;~ a_Aof ebptior l Engineer No. 38925 RNEW SOLID WASTE C EV. envlrorunentol engineers,satenttsts, DATE DRWN CHKD REMARKS DATE: JAN 1993 planers, rnanagementoonsultants ..~6@ oP ~RS JJ `~y17 AAA AA@ W vo@@b4A J ~A NO. r _ u ro, g--- ~ P•r,ettlt x A g 0 D E _ __I I G H ~.w r--^~ -~_R p- _ _w__ _ . . ..~.a . . ww~~~~ ALLIGATOR CREEK EXrsr MN 36" R1M 50.86 CHANNEL A U-TYPE ENDWALL----~ RCP INV 36.94 SITE INFORMATION L FDOT INDEX 261 _ S 89° 2 00" E 90.00' W/BAFFLES -p -l8"SS- K Exastanq Propose Requare INV. 44.00 Sy. ° d - :'L{A:' PART Oa" SE~.IOtI 1 A,WD :2, TOWNSHIP 29 SO(.TH, RANGE :5 EAS,, ..E5~ AND C -p , - ~ 6 WATER MAIN t ;;lE;,;.,AS CCUNTY, FLCA%DA bESCR%BED AS FGLLOWS: .Zoning IL IL :.E5~ AND E%~EPT: - ( TYPE D INLET Use Vacant Solid Waste TOP EL 50,50 A PARCEL o INV 44.50 3EOINN.NG A. .HE $.W. CORNER OF THE S.E. 1/4 OP SECTION 1, TOWNSHIP 29 CF `:t:E 5 A ?ARCEL Ok' LAND LYING IN THE EAST 521,49 FEET OF THE NORTH 30,00 FEET Div. Facilities CF HE ~'~UTki :95,00 FEET Ok' THE SW1/4 OF THE SE1/4 OF SECTION 1, j ~ ~;;~:"H, itANGE :5 EAST, PINELLAS ~CUNTY, FLORIDA, AND. RUN. THENCE TOWNSHI;' ~ '~r"t~~ ~ ~ S@5°1:'.%"E 50.00 FEET TO POIyT OF BEGINNING, THENCE NO°16'30 "W 39S.C EXCEPT TIIA TOWNSN:;' 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORYGA, LESS A1;0 Lot Area (Gross) 9.5335 ac. 9.5335 ac. 20,000 S.F. 1min.) 4" UNDERDRAN - '~i I I \ FEcT ALONG THE EASTERLY RIGHT-OF-WAY OF H VENUE T'c' 0 PARR' ERCULES A h.,NCE ~E EXCEPT THAT PORTION LYING WESTERLY OP A LINE 8.00 FEET EASTERLY OF AND PARALLEL TO THE CENTERLINE OF THE EXISTING RAILROAD SPUR TRACK, OEYNG Got Width: INV 46.00 p t, i 1 5B4'$i"JO"E 225.00 FEET, THENCE. NO'16'30"W 100,00 FEET TH FURTHER C 1 I I', I I eh, , ENCE a U, ~ I I ~ ; So9°2T'00"E 90.00 FEET ALONG THE SOUTH LINE OF THE CLEARWATER S.E. lf4 FURTHER DESCRIBED AS FOLLOWSs BEGINNING AT THE S.W: CORNER OF TilE I 2 N i ~l I 2 ."°CUS.RIAL PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT COUNTY, F S.E. lf4 OF SECTION 1, TOW2ISITYP 29 SOUTH, RANGE 15 EAST, PINELLA,S Max' 79Di 790' COUNTY, FLORIDA. AND RUN THENCE S89'21'17'E 50.00 FEET TO POINT LYINC Man' 165 165 100 'I ~~I I ~i BOOK 44, PAGE 46, OF THE PUBLIC RECORDS OF FINELLAS COUNTY,: FLORIGA, ON THE E. ° I '~I I THENCE SO°:6'30"E .460.00 FEET, THENCE S89°21'17"E 395'.42 FEFT ALONG A 395.00 FEE ON THE EASTERLY RIGHT-OF-WAY OP HERCULES AVENUE, THENCE NO°16'30'W Lat Depth: ' C) I i U LINE 35 PEST NORTH OP AND P EL TO THE N Y ~ SOUTH BOU DAR OF SAiD S84 2. GO' 395.00 FEET ALONG THE .EASTERLY RIGHT-OP-WAY OY HERCULES AVENUE, THENCE Max.. 1256' 1256' S84°21'GO°E 225.00 FEET, THENCE HO°lb'30°W 100.00 PEST, THENCE ~ Z I i~~ i SECTION 1, TO A POINT B FEET EAST OPI'THE CENTERLINE OY A RAILROAD S I I' i Q, PLR 589 2. „J TRACK, THENCE N8 37`08"E ALONG A CURVE TO THE LEFT HAVING A RAD%US OP INDUSTRIAL 589°2:'OO E 90.00 FEET ALONG THE SOUTH LINE -0F THE CLEARWATER Min. 315' 315' 100' ' I I I I~ j 488.65 FEET, ARC OF 162.32 PEST, CfiORD OF 161.57 FEET, ALONG R LINE @ BOOK 44, I S 89° 21' 00..E I I I~ ~ c INDUSTRIAL PARK, ACCORDING TO THE PLAT .THEREOF AS RECORDED IN PLAT - Building Coverage 1.60$° 9.6$ 60$ (max.) BOOK 44, PAGE. 46, OF THE PUBLIC RECORDS OP PINELIJiS COUNTY, FLORIDA, 225.00 ;1 0 1 p p . ECT ..AST ®OF THE CENTERLINE CF THE'APORESAID RAILROAD SPUR ".'RACK, THENCE SO° ~ I ~ h ~ ~ THENCE .589 21'17°E 520.98 FEET ALONG A LINE 195.00 FEET NORTH OF TH LINE 95 1 THENCE SO°16'30 `E 400.00 FEET, THENCE S89°21'17°E 411.19 FEET ALONG A L:NE 95 FEET NORTH OF AND P EL TO THE SOUTH BOUNDARY OF SAID Setbacks - ~ ~ SOUTH BOUNDARY OP SAID SECTION ~ E 1, THENCE S00 09 32 E 195.00 FEET ALONG SECTION 1, SECTION 1, TO A POINT 8 FEET EAST OF THE CE14'I'ERLINE OP A RAILROAD"SPUR Front - 20' 20' (min.) 0 bj ~ ~ ,b THE WEST. RIGHT-OF-WAY OF SUNSHINE DRIVE ( ~ ~j ~ AS SHOWN ON THE AFOREMENTIONED TRACK, THEI 4~ PLAT OF THE CLEARWATER INDUSTRIAL PARK, THENCE N89 11 17"W 558.60 FEET 488,65 FEI TRACK, THENCE N6°45'10°E ALONG A CURVE TO THE LEFT HAV%NG A RADIUS OP Rear - 110' 10' (min.) 488.65 FEET, ARC OF 70.46 FEET, CHORD OP 70.42 FEET, ALONG A LINE 8 Side - 10` 10' (min.) 1 0 0 ALONG THE SOUTH BOUNDARY OP SAID SECTION 1, ALSO BEING TNB NORTH FEET. EAST FEET. EAST OF THE CENTERLINE OF THE AFORESAID RAILROAD SPUR TRACK AND Between Structures - 65' 20' (min.ib ~j BOUNDARY OP SAID SECTION 12, TO A AOINT 8.00 FEET EAST OF THE TO THE POII , 0 0 ~ Fj ~ Gj CENTERLINE OF SAID RAILROAD SPUR TRACK° THENCE 551°16'50°W ALONG A ON A CURVI TO THE POINT OP BEGINNING, THENCE CONTINUE ALONG SAID LINE N1°19'30'E ON A CURVE TO THE LEFT HAVING A RADIUS OP 489.65 FEET, ARC OP 30,00 Paved Areas ~ 0 CURVE TO THE RIGHT HAVING A RADIUS. OF 4 88 65 FEET. ARC OF 492.97. FEET FEET, CHUI FEET, CHORD OP 30.00, THENCE S84°21'17°E 520.96 FEET ALONG A LINE Parking - 1.02 ac. ~J~ CORD bF 472.34 FEET ALONG A LINE ' 8.00 T OF THB CENTERLINE OF THE :95.00 FEI h . _ ~0 _ ~ AFORESAID RAILROAD 5PUR TRACK TO THE NORTH RI - WA „ :95.00 FEET NORTH OP THE SOUTH BOUNDARY OF SAID SECTION 1, THENCE Storage 4.64 ac, - S00°09'32"E 30.00 FEET ALONG THE WEST RIGHT-OF-WAY OF SUNSH%NE DRIVE Y d ~0 U TYPE ENDWALL ° " GH'P OF ~ of s.C,L. 500 D9 32 I J 0 k~' r~" < - ' FDOT. INDEX 261 RAILROAD, THENCE N72 54 15 Wp 344.24 MEET ALONG THE NORTHERLY RIGHT-OP- AS SHOWN Oi AS SHOWN ON THE AFORENENTIONED PLAT OP ?HE CLEARWATER INDUSTRIAL PARK, Parking Spaces - 118 100 Efiployees x 1,10 j rL 18 R P 1 4 RCP WAY OF THE AFORESAID S.C..,. RAILROAD TO THE EAST R%GHT-OF-WAY OF ':HENCE N@9' , h W/BAFFLES HERCULES AVENGE, THENCE N00°18'44'E 201.04 FEET ALONG THE EAST RIGHT- THENCE N89°21'17°w 521,49 FEET TO THE POINT OF BEGINNING. ' NV,;49.00 Gi-WAY OP HERCULES AVENUE TO THE POINT OF BEG%NNING. ' LIGHT r . . w - ~ ; I Q Handicap Parking j o POLE _ - ~ CGNTAINING 9.3561 ACRES MORE OR LESS Spaces 5 5 (n ~ ~ Open Space .TOGETHER WITHa U I Z I , Total - 2.89 ac. 10$ of Lot Area Z ~ © ~ AP ~ m ) ARC..L OP LAND LYING IN THE EAST 411,19 FEET OF THE WEST 776,19 FEE. F-" O m (3D,3$) Front Yard z--MH 1 OF .HE NORTH 60 FEET OF THE SOUTH 95,00. FEET OF THE SWi/4 OF THE SE1/4 Z U i W RIM 53.15 OF SECTION 1, TO IP 29 SOUTH, GE 15 T, PINELLAS COUNTY (Hercules. Ave.) - 100$ 25$ (min.) W to ~ h - I FLORIDA, LESS AND EXCEPT THAT PORTION LYING EASTERLY OP A LINE 8,00 bj W' O NV 46.00 FEET EASTERLY Parking Lot interior - .14,790 S.F. 6$ of Parking Area ~ Q _ QF AND P EL TO THE CENTERLINE OF THE EXISTING ~U - I,: ~ o ~ (1. ~ ~ P.AILROAU SPUR TRACK BEING FURTHER DESCRIBED AS FOLLOWSt BEGINNING AT Landscaping (6$) ~ Q L,;--< - ,.t,;~ ~ ~ THE°SW CORNER OF THE SW1/4 OF THE SE1/4 OP SAID SECTION 1, THENCE RUN (x ~ ADMINISTRATION r„ ~ 599 21'17"E 365.00 FEET ALONG THE SOUTH BOUNDARY LINE OF SAID SECTION Exterior Perimeter Buffers 1 0 ° ~ I., (n ~ _ G BUILDING , I, THENCE N00 16 30 W 35.00 FEET P EL AND 365.00 FEET EAST OF THE Along R/W - 20' 5' ~ I z - F F WEST GOUNCARY OF THE SWll4 OF THE 5E1/4 OF SAID SECTION 1, TO THE _ ~ 00 I IN L 55.50. 'rJINT OP BEGINNING, .THENCE CONTINUE N00®16'31'W 60.00 FEET THENCE Along Adjaoent ' Property - lp. 3' W m J ~ ~ ° ° C~ ..99 21'17'E 411.19 P AL NG A LINE LYING 95.0 EET 0 0 FEET NORTH OF AND ~ ~ 1. _ 1 " EL TO THE SOUTH BOUNDARY OP SAID SECTION 1 THENCE ALON A CURVE w) ~ ~ ~ G °Existing buildings are to be removed. W 'I 1 OG 'PO THE .RIGHT LYING 8.00 FEET TERLY OF AND P L TO THE - a. CElITE , ~ ( ^j _ ~ (;;I R.,INE OP THE. EXISTING RAILROAD SPUR TRACK WITH A RADIUS OF 488.65 eOr 40$ of sum of heights of adjacent buildings, whichever is greater. 2 I I W w FEET, ARC OP 61.83 FEET AND A CHORD BEARING S14°30' 3S W 61.74 FEET, ~ ~ 1-' THENCE N89°11'17°W 395.42 FEET TO THE POINT OP BEGINNIN . ~ I w 0 g h o c U- Q W Ef ~ W L..•" ~ J ~ _ CONTAINING 23,355.10 S FT. OR 0,5362 ACRES MORE OR LESS. - Q 2 m ~ , . ~ ' w Q ~ ' 0 ~ - ~ Cx ~f~aHT U J a ~ O ~ _ W z U P+L E cn w ' ~ 16' RAILROAD EASEMENT 9 ( Q ~ w , ,z S 89° 21' 17" E ~ . ~a0 521,49' ~ a o w ~ , ~ ;1 0 ~ v ~ Z , RAD = 488.65' w ~ Ih ~I a + _ ~ +h h - w W W ~ J ~ ARC .70.48 w ~ W ~ ~ . ~ . ~ CND. = 70.42' , ' LOADING DOCK w a ~ 4 r~ ~ , CND :BRG - N 6 45 10 E I w ~ ~ ; ( ~ ~ J ) ~Z ~ I 1 = 40 DRY RETENTION AREA ~ I^ a I ' o0 POND BOTTOM h h ~ ~ ~ EL 46.00 ~ ~ 1 k h ~ S 89° 21' 17'• E ( , p W h 411.19 STORAGE AREA o ~ c~ U ~ ~ - 0 q CONTROL STRUCTURE >k ~ J ~ ~r;- h~ TYPE C WLET _ z TOP EL 47,75. LIGHT. ~,.pu,.,,. Ii ~ . 0~ . SLOT EL 46.50 ~ ' ' ~ .POLE ' ~ SLbT WIDTH 20' _ . Q INV` ~L 42.0 Q 0 ~ ~ - w 3 h~' , , ~ RAISED CURB W/GONG "r-`._ _ ~.~w:: _..m~ ~u~r_, SPILLWAY TYPICAL WHERE _ 50 ~ : ' SHOWN G~ ~ ~ o I' 100' R/W ; h° 18 RCP ` _ ~ hz U TYPE, ENDWALL . ~ ~ o ~-h ~ FD'OT INDEX, 261 . ~ ~ , o . x-x x W/BAFFLES o ~ ~ o ~ o ~ o o° I ~ ~ ~ ~ INV ..49.00 ( • . 2" W - ~ ( ° ~ ~ ~ ~ v ~ P(~L,E ~ , OF SIT DR NA ~ X X X .X"- I ~ a o~ _ v) N 89° 21` 17" W x o ~ _ v, oq w I 558.60' I w . ~I + . o o h- o `""`"~""&0'ING~ESS &~~GR~SS EASEMENT 596-1677 ~ , •~g ~~g Q~ ~ I hh _ I o 0 0 I ~ , `7 ~ p ~w ~ro 1 h', h I , ~ , ~ ~ ( S ~ , MH- w ~,I 2 , m - ~W , ~ ~ RIM 55.50 I ...........L........• cS~ S'j 'SQ 2 k _ ko w ~ :tL INV 47.28 I ~ W~ ~ I I . ~ w , ~BCf ~l,l,, ~m ~Uo ~ I j ~ N I _ I, , w z ~ . r °°°,ye.., t c~ z I: Q~. - z -z~ I- - Q o' FUTURE RECYCLE I I z,,.~' s ~'s r ° ` ° ~ ~ ~ w ~ `',o I ~ I ~ e ° ~ o. ~ BUILDING m 1 ~ oz o G I (PHASE 2) ~ ~ i ° ~~~~~f,~ W ICI ` 4 ° k . ~~i . ° , - Z h - ~ w~w , ~ a' I ~ . I I o ~ OPEN STORAGE AREA -QQ , ~ ~ .I. ~ ~ T ~s ' p ~ ~ I ''I~ ~ P ° 4 0 4...... DEC 0~ IV>°°°°° °°°~~~~~e®~ , o o~ I ! cn o Certified as a true and , correct copy. On ~ ' . ' ~ ~ c, I h~ September 10; 1992 the Development Review PIANNINO~ 1 ,o . j ~ ~ I I,• a I , Committee approved a final site plan for the City DEUELOPMENIDEPT. of Clearwatek ~o11d~Viiastep~dr~plex. ; ~ ' ~o I I ~ I ' ~ L e`° + , .Witness m~'~~ktand°°dria'fhA~seal of'~the City of Cle rwater~~lorida on this 7th dray dfJanuary, ( , 19 3. i~ - ~ ~ p , .~0 I I RAD = 488.65' a, ,1..' ~ ~ . 1 ~ ARC = 492.97' I I = ,1~~:~ ;~~geputy..Ct 1 tl~° ~d °o . a CHD 472,34 ° ~ ~ i ~ j CHD BRG = S 51 26 50' W CALUMET ST. i EXIST ~ a . a , Conditions #3, 5, eri ,8`ham~~beeq,:met. ~ CALUMET S T. Subject to follawuig.GQ;~`tioh~s' , , ~ N ~ TRUC L .Signs kahd~`.~ ¢¢i glwalls~,are subject to ~ w WASH separate`teµi~y'a~~,pePmitting processes. a ~ ;r5„ NOTE: C W o RETENTION OF TH I " h E FIRST /2 OF 2. The regwsife 0 °uilding permits must be procured within one 11) year from the date ~ ~ RUNOFF IS PROVIDED. ATTENUATION of certificationof the final site plan and all ~ OF THE 25-YR 24-HR ST ~ I ~ 5~ ORM requisite certificates of occupancy must be i ~ U ~ ~ 8. P~ WILL BC PROVIDED OFFSITE. ~ ~ 0 obtained. within three 13) years of the date o; of certification of the site plan. w L OGA N ST F' ~ - 5~ x 6. Prior to the issuance of a building permit,. ; 5 ~ z 59 \ Rq ~ 58 applicanT shall acquire a clearing and grubbing permit and a tree removal permit ° ' ~ GE (or a no tree verification form6 from , Environment Management. P R O J E C T S I T E 7. Prior to the issuance of a building permit, applicant shall provide.: to Environmental Managementand Engineering an approved GENTRY 5T, cn W ~ copy of all necessary local, state ahd ~z federal permits that maybe required. ~o moo. u~ ~ W DESIGNED BY. CCM o CAMP PRESSER & McKEE INC. CITY OF CLEARWATER red ATER SITE PLAN PROJECT NO. D W DRAWN BY DIVE CLEARWATER, FLORIDA 0DA 6349-05-DN SHEET CHK'D BY OO . W W GROSS CHK'D BY ;55)'- SHEET NO. 4 Q kRE ROVED BYE THOMAS DURKIEj °A DATHETE COMPLEX Florida Registere ,oFP%nall'Ehgineer - NEW 1 DATE DRWN CHKD rr D WASTE CG REMARKS env onmentot engineers, scientists, DATE: MAY, 1991 No. 35855 planners, & management consultants ~g +sw..uµwwW+m~+~.via.r4vu~.u.r a,....,...,~...,..a.,,~,eu..:.,,,e..e..,.,.,. - ....,..,.,.,...~..,i..~a.,.....a= f - 1 , EXIST MH RIM 50,94 INV 44.57 N _ INV 36.76 E ALLIGATOR CREEK s 1 INV 43.68 S CHANNEL A LEGAL INV 36,76 W # RIM ELEV. INVERT TYPE PINELLAS COUNTY, FLORIDA DESCRIBED AS FOIL 45' OF 4" PVC ®2% INV 45.09 W BEgNNINC AT THE S.W. CORNER CF THE S.E ty NDA DESCRIBED AS FoILOWS: TOGETHER N1TH: SITE INFORMATION CORNER CF THE S.E 1/4 OF ACTION 1, TOWNSHIP 29 FROM 1HE NORTHEAST CORNER OF 7NE NORTHWEAST 1/4 OF THE NORTHEAST 1 4 • ' " E ' S_i 45.1D U-TYPE FDOT ~ 261 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLO _ S89'Zt'17"E 50.00 FEET TO POINT OF BEgNNIN PINELLAS COUNTY, FLORIDA, AND RUN THENCE OF SECTION 12, TOWNSHIP 29 SOUTH, RANGE 15 EAST; RUN THENCE N8921'tYW TO POINT OF BEgNNING, THENCE N0096'30"W 395.00 A DISTANCE OF 501.06 FEET TO THE POINT OF BEgNNINC; THENCE S1T09'16"w+ EXISTING PROPOSED REQUIRED _ o 18" SS S-2 49.00 U-TYPE FDOT ~ 261 FEET ALONG THE EASIERLY RIGHT-OF-WAY OF `S/. S89'21'00"E 225,00 FEET, 1HENCE N00'IB'30' RLY RIGHT-OF-WAY OF HERCULES AVENUE, THENCE A DISTANCE OF 415.94 FEET TO THE NORTHERLY RIGHT-~-WAY THE S.C,L, RNlR0A0; EET, 1HENCE N00'I8'30"W 100.00 FEET, THENCE 58971'00"E 1HENCE ALONG SAID RAILROAD RIGHT-OF-WAY N72'S0'44'W A DISTANCE OF 352.97 FEET; - --6 WATER MAIN LEGEND S-3 54.08 49.71 GRATE INLET g 218 90.00 FEET ALONG THE SOUTH LINE OF THE CU f- ! a ~ ~ S-4 51.97 50.07 GRATE INLET ~ 216 ACCORDING TO THE PLAT THEREOF AS RECORDE SOUTH UNE CF THE CLEARWATER INDUSTRIAL PARK, THENCE ALONG A CURVE TO THE LEFT A DISTANCE OF 492.93 FEET WiTH A ' ZONING IL IL iT THEREOF AS RECORDED IN PLAT BOOK 44, PACE 46, RADIUS OF 488.85 FEET, CHORD BEARING N5128'S3"E, CHORD DISTAN~472,29 FEET; ~ OF 1HE PUBLIC RECORDS OF PINELLAS CWNTY, ° ~ ~ ° B-1 BORING S-5 54.08 50.42 GRATE INLET 218 4sD.oo FEEr, THENCE sa97Ptt E 395.42 FEET S OF PINELLAS COUNTY, FLORIDA, THENCE 50098'30'E 1HENCE S6921'1YE A DISTANCE OF 90.60 FEET, RETURNING TO 1HE POINT OF BEGINNING. USE VACANT SOLID WASTE 89'21'17°E 395.42 FEET ALONG A UNE 35 FEET NORTH OF CONTAINING 1.55 ACRES, MORE OR LESS, DIV. FACILITIES B (2) 4" UNDERDRAIN e I I S_6 AND PARALLEL TO THE SOU1H BWNDARY OF S. 2 INV 46.00 I1 • e e a e • 49.00 U-TYPE FDOT ~ 261 N0837~'OBTEOALONG AE CURVE TD 111E RLEFT HAH SOUTH BWNDARY OF SAID SECTION i, TO A POINT 8 IERLINE OF A RNlROAD SPUR TRACK, THENCE LESS AND EXCEPT; :uRVE m THE LEFT HAVING A RAOws OF 46665 FEET, ARC LOT AREA {GROSS) 11.0835 AC. 11.0835 AC. 20,000 S.F. 11 0 • EROSION CONTROL BARRIER s-7 53,26 5t28 GRATE INLET ~ 218 OF 162.32 FEET, CHORD OF 161.57 FEET, ALONG I , O 11 y ° CENTERLINE OF THE AFORESAID RAILROAD SPUR r OF 161.57 FEET, ALONG A UNE 8 FEET EAST OF 1HE A PARCEL OF LAND LUNG IN THE EAST 521.49 FEET OF THE NORTH 30.00 FEET LOT WIDTH: XtESAID RAILROAD SPUR TRACK, THENCE 589'21'17°E OF 1NE SWTH 195,00 FEET OF THE SWI/4 THE SEi/4 ~ SECTION 1, TOWNSHIP ~ ® i 1 ~ PAVED AREA S_g 52.00 U-TYPE FDOT ~ 261 520.98 FEET ALONG A LINE 195.00 FEET NORTH N i 1 I q • SAID SECTION 1, 1HENCE S00'09'32"E 195.00 FE UNE 195.00 FEET NORTH OF THE SOUTH BWNDARY OF 29 SW1H, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA, LESS AND EXCEPT MAX. 899.58' 899,58' E S00'09'32"E 195.00 FEET ALONG THE WEST RIGHT-OF- THAT PORTION LYING WESTERLY OF A UNE 8.00 FEET EASTERLY OF AND MIN. 165' 165' 100' I 6" Dumpster Pad 2 ° l~ ® -1 • 2 S-9 54.24 52.21 GRATE INLET ~ 216 WAY OF SUNSHINE DRIVE AS SHOWN ON THE AF ( I w/ 6x6 X10 WWF & 3000 PSI 2 i ~ 1;1 I • 1 2 ? U -TYPE ENDWALL 5-10 54.25 E%ISTING GRATE INLET ~ 218 CLEARWATER INDUSTRIAL PARK, THENCE N89'21' E AS SHOWN ON THE AFOREMENTIONED PLAT OF THE PARALLEL TO 1HE CENTERLINE OF THE EXISTING RAILROAD SPUR TRACK, L PARK, THENCE N8921'tYW 558.60 FEET ALONG THE BEING FURTHER DESCRIBED AS FOU0W5; BEgNfIING AT THE SW: CORNER OF fI LOMaXEPTH 1256' 1256' O • I U 1 , SOUTH BOUNDARY OF SAID SECTION 1, ALSO BE ( I Conc. & Conc. ramp \ • , h ~ 1 SAID SEC710N 12, TO A POINT 8.00 FEET EAST Z 53.77 50,39 JUNCTION BO% JJD SECTION 1, ALSO BEING THE NOR1H BOUNDARY OF THE S.E. 1/4 OF SECTION 1, TOWNSHIP 29 SOVTH, RANGE 15 EAST, PINELLAS Y POINT 8.00 FEET EAST OF THE CENTERLNJE OF SAID CWNTY, FLOPoDA AND RUN THENCE 58921'17"E 50.00 FEET TO POINT L11NC ON MIN. 315' 315' 100' I I ~ 11'. ' ® i 5-11 RAILROAD SPUR TRACK, THENCE 5512fi 50"W AL ~ ' 1' ~ { ? GRATE INLET 5-12 51.07 44.02 TYPE C ~ 232 HA41NG A RADIUS OF 488.65 FEET, ARC OF 49i THENCE 55126'S0'W ALONG A CURVE TO THE RIGHT °THE EASTERLY RIGHT-OF-WAY OF HERCULES AVENUE, THENCE ND098'JO"W BUILDING COVERAGE 1.60% a 11.1% b 60% MAX. 88.65 FEET, ARC OF 492.97 FEET, CHORD ~ 472.34 FEET 395.DD FEET ALONG THE EASTERLY RIGHT-OF-WAY OF HERCULES AVENUE ) 3T OF THE CENTERLINE OF THE AFORESAID RA0..ROAD THENCE 58921'00'E 225.00 FEET, 1HENCE'N00'18'30'W 100.00 FEET, THENCE ~ SETBACKS I I I 1 1 ~ ° ' EKSTING STRUCTURE ALONG A LINE 8,00 EAST OF THE CENTERLINE C 1 1 S 89'21' 00" E 225A0' 11 I I e 1 O O 5-13 SP2'54'15"WK344.24 FEET ALONGTHE NORTHERL I I _ ~ „ , ua ~ SOD/LANDSCAPED AREA s_l4 DRATE INLET ORTH RIGHT-OF-WAY OF S.C.L RAILROAD, THENCE 589'21'00"E 90.00 FEET ALONG THE SOUTH UNE OF THE CLEARWATER ` FRONT - 20' 20' (MIN.) 'T ALONG THE NORTHERLY RIGHT-OF-WAY OF THE INDUSTRIAL PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT REAR - 110' 10' (MIN.) I • e e e e • e e e • • • i 0 1 , ~ AFORESAID S.C.L. RALROAD TO THE EAST RIGHT ' 1 ~ 5-15 AVENUE, THENCE N00'18'44"E 201.04 FEET AL01 OAD TO THE EAST RIGHT-OF-WAY OF HERCULES BOOK 44, PACE 46, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; ( SIDE - 10' 10' ((MIN.) 3'44"E 201.04 FEET ALONG THE EAST RIGHT-OF-WAY OF THENCE S00'IB'30"E 400.00 FEET, 1HENCE 58921'17"E 411.19 FEET ALONG A UNE BETWEEN STRUCTURES ' ® ,t ~ U-TYPE FDOT ~ 261 HERCULES AVENUE TO THE POINT OF BEGINNING I I I X ~ e T ~ BUILDINGS 5-16 CRATE INLET CONTAININ fHE POINT CF BEGINNING. 95 FEET NORTH OF 'AND PARALLEL TO 1HE SWTH BOUNDARY OF SAID SECTION 2d 20' (MIN.)° 1, TO A POINT 8 FEET EAST OF THE CENTERLINE OF A RAILROAD SPUR 1RACKr PAVED AREAS I I I V - C 9,3581 ACRES MORE OR LESS CB 1 53,13 50.61 'MROAT INLET :ES MORE OR LESS THENCE NOB'45'10"E ALONG A CURVE TO 1HE LEFT HAVNG A RADIUS OF 486.85 PARKING 0.97 AC. FEET, ARC OF 70.48 FEET, CHORD OF 70.42 FEET, ALONG A UNE 8 FEET EAST. OF STORAGE & DRIVEWAYS ' I I I ~ ,t ; . 5 ,MR TDGETHER WITH: I ( p 1 CB-2 51.63 46.23 OAT INLET ,1 1 e ~ A PARCEL OF LAND LYING IN 1HE EAST 411,19 I THE CENTERLINE OF THE AFORESAID RAILROAD SPUR 1RAq( AND TO 1HE - 3,98 AC. - POINT OF BEGINNING, THENCE CONTINUE ALONG SAID LINE N0199'30"E ON A RECYCLE DROPOFF - D,27 AC. - AG IN THE EAST 411,19 FEET OF THE WEST 776.19 FEET CURVE TO THE LEFT HAVING A RADIUS OF 488.65 FEET, ARC OF 30.00 FEET, I 5 ~I GRATE 54.Oflj 1 1 MH-1 53.78 45.84 MANHOLE y 302 OF THE NORTH e0 FEET OF THE SOUTH 95 FEE' I I NV 4 :71 Eo0 f t e U-TY E ENDWALL MH-2 55.19 47.14 SEC110N 1, TOWNSHIP 29 SOUTH, RANGE 15 EAS ' OF THE SWTH 95 FEET OF THE SWI/4 OF THE SE1/4 OF CHORD CF 30.00, THENCE S892i'1YE 520.98 FEET ALONG A LINE 195.00 FEET PARKING SPACES - 117 100 EMPLOYEES x 1,10% ' 9 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLU210A, NORTH OF THE SOUTH BOUNDARY OF SAID SEC110N 1, THENCE 500'09'32"E 30.00 V ~ 1 ~ MANHOLE ~ 302 LESS AND EXCEPT 1HAT PORTION LYING EASTERi I ~ INV 50.0797 S-3 1 of 2 " CP ®0.4 0 ; . FDOT,tI INDEX 261 MH- 50.94 36.76 IXISTING STRUCTURE EASTERLY OF AND PARALLEL TO 1HE CENTERUN ' PORTION LYING EASTERLY OF A L9JE B.OD FEET FEET ALONG 1HE WEST RIGHT-OF-WAY OF SUNSHINE DRIVE AS SHOWN ON THE HANDICAP PARKING - 5 5 UJFL TO THE CENTERLINE OF THE EXISTING RAILROAD AFOREMENTIONED PLAT pF 1HE CIEARWAIER INDUSTRIAL PARK, THENCE SPACES 1 Y S-4 I W/BAFFLES SPUR TRACK BEING FURTHER DESCRIBED AS FOL TOP 3.13 I J B .1 75' f .4D i ° INV./ 49.00 CORNER OF THE SWI/4 OF THE SE1/4 OF SAID THT 39 Q I I • 589'21'17"E 365.00 FEET ALONG THE SOUTH B01 ITHER DESCRIBED AS FOLLOWS: BEGINNING AT THE SW N8921'IYW 521.49 FEET TO 1HE POINT OF BEgNNING. OF THE SE1/4 aF SAID SECTION t, 1HENCE RuN OPEN SPACE 4.43 AC. 10% OF LOT AREA INV 5 .61 N I h ~V- `1' ~ Jt a 1, 1HENCE N0096'30'W 35.00 FEET PARALLEL A INV 5 .61 S I W w .LIGHT . ~ WEST BOUNDARY OF 1HE SWI/4 OF 1HE SE1/4 T ALONG THE SOUTH BOUNDARY LINE OF SAID SECTION TOTAL - (¢D~ - 35.00 FEET PARALI.EL AND 385.00 FEET EAST OF 1NE FRONT YARD E SWI/4 OF THE SE1/4 OF SAID SEC110N 1 , TO 1HE HERCULES AVE.) - 100% 25% (MIN.} I o Z .POLE 352' \ e ; POINT OF BEGINNING, THENCE CONTINUE N00'I6': - J e / S8921'17"E 411.19 FEET ALONG A l1NE LYING 91 IENCE CONTINUE N00'I6'31"W 60.00 FEET, 1HENCE ( ' ALONG A UNE LYING 95.00 FEET NORTH OF AND PARKING LOT INTERIOR I (n i ~ PARALIEI. TO THE SOUTH BOUNDARY OF SAID S I 3 : CURVE TO THE RIGHT LYING 8.00 FEET EASTERL' H BOUNDARY OF SAID SEC110N t, THENCE ALONG a LANDSCAPING 16,162 S.F. 6% OF PARKING PING 8.00 FEET EASTERLY OF AND PARALLEL TO THE - (7.2%} I ~ • i _ CENTERLINE OF THE EXISTING RALROAD SPUR TI U ~ • _ ~ e ~ MH 1 FEET, ARC CF 61.83 FEET AND A CHORD BEARD STING RAIROAD SPUR TRACK WITH A RADIUS OF 488,85 ET AND A CHORD BEARING 514'30'35' w 61.79 FEET, EXTERIOR PERIMETER BUFFERS Z e ` RIM 53.78 THENCE N89'21'17"W 395.42 FEET TO THE POINT ~ ~ . <L • ~ ~ INV 45.84 N 5.42 FEET TO THE POINT OF BEGINNING. ALONG R/W - 20' S' ALONG ADJACENT O , ll O w ° O 1 INV 45.80 S CONTAINING 23,355.10 SQ. FT. OR 0.5362 ACRE ° ~ ~ • T ~ ~ 11NV 45.84 NW iQ. FT. OR 0.5362 ACRES MORE OR LESS. PROPERTY - 10' 3' ~ a ; b ~ ~ 0 1 N I Z ~ i ® _ ~ ~ ~ ~ ~1 i m o ' o_ ,ADMINISTRATION bEXISTING BUILDINGS ARE TO BE REMOVED. I vt U BUILDING I J L7 ~ i v v v v e INCLUDES FUTURE RECYCLE Bl11LDING AND STORAGE BINS. ' FIN FL 55.50 --1 I Q Q i I ~ - / L0 °OR 40% OF SUM OF HEIGHT.. OF ADJACENT BUILDINGS, WHICHEVER IS GREATER. ~ r i i 2 I I e i W ~ e i I Q 0 1' • i y i t w I I I w CONTROL STRUCTURE I I J J _5 / • ~ , ~ ~ 3 TYPE C INLET ' I TOP EL 51,00 ~ 6 (2) 4" UNDERDRAIN ~ 2 SLOT EL 47.75 w ' W W A .42•INB ~ ~ •~~HT: • o , I ~ Z ~ U _ "POLE N 2 INV 44.67 j SLOT WIDTH 2.2' w INV EL 44.00 > a , e 16 RAILROAD EASEMEN , U UNDREDRAIN EL 44.67 ~ ~ 1 J U W 1 AN ~ A 1 S 89'21' 17" E w I N ~ L DIC E ~ e 89'21' 17" E ~1 a ~0 521.49' ha a o J '•1 • ° i ee a e'o ~ I ' ~ i :m m 't • RAD = 488.65' • ie eeo ea eTe ~.o`eeeTe oe T• ee Lyl ie ae :A, o• Te ea ee, me• em e, a ee ee o ee e w Z ~ I I Q o 4 ARC = 70.48' 52 I' f 52 w o _ ~ I I- J ' • CHD = 70.42' 'tl z~ 1 i 2 CHD BRG = NO6'45'10"E \ ~ ~ w ~ H- J 1011 ~ • i ~ N , I d ° I U) . cD z i ; ~J . i z = UZ II I zt o'p o'I 1 F cn ~ 1` i °I ~ Z ~ I ~ 11 . 3 h ~ ,T 'tDRY RETENTION AREA ~ . ~ w u=i POND BOT~`QM II ~ I ~ ~ I ~ Za 1 Q I F S 89'21' 17" E 395.42' I o~ Iz ~ I UI- ID'1~ LIG T N a •ee ei ee ee eTe eTeo• eT a -a-+: ?TT eTT B- • Ti-i • TT£ a -s•D-•6 ~ rn ,1 EL 47.00'; I~ r- wI ~ 1 GRATE 51.07 1 J = I~ ~ -X I S ILL A I A ; `r SLOT 48.01 1 ' ° ~ ? I ~ 1 ~ 8-3'' td~ INV 44.02E 11 • I ~ I ~ ~ W ER H RA ,26 / I INV 44.91 W 1 i 12 B~4 (;J ~ I e S-1 r-Fli V E f;H. I . ~ j'x Pecan Trea Ta Be Root Pruned i S-B ~ ~ 1~1 , ~ ~ w S-1 I s-a ? and Protected In Accordance s-~- . V. RAMP WEIGHT SCALE RAMP ( i wlh CITY of CLEARWATER Forrester. i , I---- I I 4' o f 18 " ~ ` ~ , 'n ; 1 , ' , WAYNE Tree RaotF d r ca EXISTING PARKING SPACES TO BE REMOVED ; ' , 5 RPBPD & 1 As SpeciRed By CI7~oe1 c~i ,TER 52 52 I ~ ~ I ' ~ SAMP ING POINT ~ - AR-. BY--.OTHERS Forrester. , 100'... R/ _304-6 D.l.W.M. X1 ! ~ _ ~ , I i ET R & RPBPD BY ~ ~ t~ U-TYP_,c- ENDWAL = ~ ~ i Ih~ A R DIVISION LIGHT. o - I I F>7i5'T INDEX( ...261 - - ..29.75 ,POLE ~ , I d 2" PVC MW ' W/BAFFLES M 53.77 INV 49.00 ~ , ~ I ~ ~ _ , I I V 50.39 I -111 - - ® I v 5a.3s I I OIN`F, ~ , I I ~ I I I -s'~ t/ L </E- ~ S 89'21' 17" E ~ 1 I ~ I (n , i I N 89'2 I I c 4.2 9 N ECTION'~, 355.58' ~ ~ ''-"l 90.54'(C) 90.60'(D) N 89'21' 1~ W I x , 558.60' ' TOP 51.63 ~ ( I ~ ' - _ k THT 54.92 H- I I I' 1 1 Q ~ INV 46.23 N Q I I C I ~ Tra INV 46,23 S U i i n s MH-2 ~ ' ` ' k • , i "o ME ~ c ~j j w~ I 1 1 : ( ` • ` j N RIM 55.19 ' ` i ~w I s ; d r~ INV 47.14 N / I ~S3 z~ ( I I ~ 1 INV 47.24E ti ~ 1 ~ k Fw I I IW \ iN INV 47.18 SW ~ ~ ~ _ _ Sj ~ 2 I ~m I I A \ t 170' OF 6" WVC ®0.40% INV 47.26 W ~ RECYCLING ~ r , xo I I 0 110, ~BUI(fiWN'G ~ w ~ I , ~ IW ~ I i OF ` ~ m ~U,p s' ~ ` ~ ` Q Certified as a true and correct copy, Oa June 16,1995 ' the Engineering Department silbntitted a revised site plan for he City of Clcanvatcr Solid Waste ; I I Z ~ 355.29' ' ~Oq Traffic / f Complex adding a new weight colt and re~ucing the I I ~ I- j 4 U ~ J _Z i I Q Z w\ \ ~ ~ \ , ~ i number of v++~~ehidle paikiug~spacgs,tl>ereby, This i'e- certified glad ~~teflects an approi~Gd otter the Fact I ! ~ addttlonto the sne, t~ x 4 .g .OPEN STORAGE AREA , w r I I Z ~ - ~a ~ ~ " art I Witnes>-my haL~•a~~'iltgsealof the'I)`evclopment .,Code Adminis ratdr~i~ ,t~~c.~Clty~ of Clearwater, o I ~ 5 m ,1 o „ - RECYCLING i w~ I I LD G }•lor~~on this day of~Pcbruiary,1996. I i GREASE TRAP FUTURE i F .=Y ~ 1 I ~ % / i I ; G . I. II , 30.72' ti d. - - - - - ~ " - ~ - _ QJ S~, RAD 488.65 it ~ ~ Coordinator, Cen •al Yeniii ing D ar ment " I , I ~ 5 ARC = 492.971 I MATERIAL 3' STORAGE ;a,- - CHD = 472.34. I I - ~ CHD BRG = S 5126 50" W .Certification is unconditional. , II - a 4 XIST 97. o • ~ I I TRUC OP 2 j I 'I I~\ 128. ~ yWASH ; _ _ P~~'~ I \ - r I ION NOTE: 11.12' \ - COLLECT NOTE" NOTE' I 10.03' \ - - S7 ~ NOTE: I 8--.-. NF,~ RETEN RETENTION OF THE FIRST 1/2° OF 1. All proposed work must comply with'F,D.O.T. Index No. 700. SAMPLING POINT - P 25-Yf RUNOFF AND ATTENUATION OF THE 2. All right-of-way installations will comply with the State of Florida L 0 C A TI 0 N M A P 59--._.---- - 5g PROVII 25-YR 24-HR STORM WILL BE Utilities Accammodotions Guide and;Cauniy Permit. PROVIDED ONSITE. 3. All proposed in right-of-woy work must comply with the Pinellas County Utility Ordinance 92-63, Pinellas County Siie Development Ordinance 92-62, 3~~ \ •24' \ and Pinellas County Access Management Ordinance 90-13, as amended \ • -5g by 92-58, and Minimum Testing Frequence requirements. 4. Signs and barricades to be according to F.D.O.T. Monual of Safe Practices; ROLLING GATE reference F,D.O.T, Indexes 600 thru 650 and 17349 per Roadway and Trattic Design Standards latest edition or P.G: Indexs 100 thru 116. CALUMET ST. o ~ A "Maintenance of Traffic Plan" must be submitted to and approved by Pinellas County Traffic Engineering prior to the commencement of construction CALUMET ST. a N ~ ~ whenever one or more of the following conditions ore met: a.) Street is closed to thru-traffic for periods exceeding 15 minutes. b. One physical lane supports two-way traffic movement. c.) Traffic Iona{s) normally designated to handle movemenk in one a W \ \ ~ A direction are being rechannelled to accommodate on opposing movement. 5. Sidewalks to be reconstructed within three (3) days after removal and safe ~ v \ n pedestrain traffic is to be maintained at oil times. When existing sidewalk is ~ removed, it is to be removed to the nearest expansion joint. ~ LOCAN ST. 6. Place expansion joints where 4" and 6" sidewalks abut. C, w a • \ S, _ 7. Disturbed area within the right-of-way will be compacted to 100% of maximum density and sodded. k. In orn1 352 \ 8, Swale May Be Required Along Southern Boundery. 9. All Sod In Ponds To Be Sand Grown. PROJECT LOCATION 'g7 \ 1 R. ~ \ o NOTE TO CONTRACTOR: EROSION~CONTROL MEASURES. R IT PA Cll Required Erosion Control Measures Must Remain Intact Throughout GENTRY SL Construction. Failure To Install Or Properly Maintain These Barricades LC7 WIII Result In Enforcement Action Which May Include Cltatlons As Provided By Ordinance 90-17, And Chapter 40D-4 And 40D-40, F.A.C. 'Cr ti Initation Of Civil Penalty Procedures Pursuant To Section 373.129 F.A.C„ C Can Result In A Penalty Not To Exceed $10,000 Per Offence Wiih Each Date During Which Such Violakion Occurs Constituting A Separate Offense. ~ ~ ~ - - 7 Ponds To Be Excavated First. N 3 W H KLUUKU UKAWINGS DRAWN BY J.C.J. DESIGNED BY O M CHECKED BY CONTRACT NO. 93-24 rf) Add height Scale 1`il SEA [off w SURVEYED BY M.C. DRAWN BY PWD 6.14.95 , CITY OF CLEARWATER, FLORIDA z J.C.J. 1% 1 I Additional Property A wired VERT. 02005 REVIEWED BY p ?C? 6.22.94 \ a ; o Q~ ID SCALE SURVEYED BY M C BOOK NO. JOB NO. IN"EW Su"L WASTE kAv 1 ;Nk u&v%MPLE%X& ~ HORIZ. 1" = 50~ DATE DRAWN 6/94 AcAD DWG. NEWSITE q°ti,t'E Buildin Be-in Measurements PUBLIC WORKS DEPARTMENT o PROJECT ENGINEER DATE 9 JCJ 6.2294 \ O-A M i APPROVED BY As-Built Woter, Sanitary, and Storm Lines JCJ 6,14.94 \5p ==lye 4 I~t • • APPROVED FOR 4w y {p TeR, .ENGINEERING DIVISION CHIEF ENGINEER DATE REVISION BY DATE fi CONSTRUCTION (LI/r CHIEF ENGINEE DA(E