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FLD2004-05037 (2) FLD2004-05037 400 JONES STREET OSCEOLA JONES PROPERTIES, LLC " \ , \, .. (!ClfflT/:.'- \\ 6~1~ 1\.1 Ofl-':;;q . ~ ~'l, ~6 TNt 0"",, A'~;-\ ~.'i"U"'I~~F"" A.a........... II F ;r... 1;,.;;:;:..- I ~~-:...-... ~~~ ,\ 1/ ;r ~ ~". to..~""" III '" ~ ,,~- - < <<;:(tIl ~!r"::~ :::=::- -~ ~ irf'i\ n --- " ~" ~~;I' - -.. ~' 'O;rl#.''rJ''-;'''~~,+'''' ............~~L~~,/I,.~'+ ~ c" CITY OF CLEARWATER LONG RANGE PlANNING DEVELOPMENT REvIEW PLANNING DEPARTMENT POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4576 January 21, 2005 Mr. Thomas Coates Triangle Property Development, LLC. 714 North Fort Harrison Avenue Clearwater, FL 33755 I L RE: Development Order - Case ~ou4-A Residence). - 400 Jones Street (Osceola-Jones Dear Mr. Coates: This letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community Development Code. On January 18, 2005, the Community Development Board reviewed your Flexible Development application to permit 191 attached dwelling units, a reduction in required parking from 371 parking spaces (1.5 spaces per dwelling unit and 4 spaces per 1,000 square feet GFA for non-residential uses as required by Code) to 343 spaces (1.5 spaces per dwelling unit or 290 spaces, 2.55 spaces per 1,000 square feet GFA for office uses or 53 spaces and zero spaces for the retail uses), an increase in the permitted height from 30 feet to 150 feet to the roof and up to 174 feet for architectural embellishments for the portion of the site on the west side of North Osceola Avenue, an increase in height from 30 feet to 50 to the roof and up to 58 feet for architectural embellishments for the portion ofthe site on the east side of North Osceola Avenue and an increase of the permitted density from 145 dwelling units to 191 dwelling units by using 45 dwelling units from the Clearwater Downtown Redevelopment Plan Public Amenities illcentive Pool, as a Comprehensive illfill Redevelopment Project, under the provisions of Section 2-903.C. The proposal includes a multi-family residential building with 195 attached dwellings within a building 50 feet in height. The Community Development Board (CDB) APPROVED the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Development criteria as a Comprehensive Infill Redevelopment Project per Section 2.:903.C. 2. The proposal is in compliance with other standards in the Code including the General Applicability Criteria per Section 3-913. 3. The proposal is in compliance with the Vision, Goals, Objectives and Policies of the Clearwater Downtown Redevelopment Plan and the Old Bay character district. BRIAN J AUNGST, MAYOR-COMMISSIONER HoYf HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMIS~IONER FRANK HIBBARD, COMMISSIONER * BIII,JONSON, COMMISSIONER "EQUAL EMPLOYMENT AND AFFIRMA lIVE ACTION EMPLOYER" i) 4tt. ? ( --' January 21, 2005 Coates - Page Two ,/ 4. The development is compatible with the surrounding area and will enhance other redevelopment efforts. 5. The proposal is consistent with the Downtown Design Guidelines. Conditions of Approval: 1. That the nonresidential uses proposed to be located on the site be consistent with the permitted uses listed within the Community Development Code and the Clearwater Downtown Redevelopment Plan; 2. That the final design and color of the building be consistent with the conceptual elevations submitted to the CDB, and be approved by Staff; 3. That a Transportation Impact Fee be paid, prior to the issuance of a Certificate of Occupancy; 4. That all proposed utilities (from the right-of-way to the proposed building) be placed underground. Conduits for the futur defi ing of existing utilities within the abutting right(s)-of-way shall be installed alo "elnti te's street frontages prior to the issuance of a Certificate of Occupancy. The appliean:t~g....representative shall coordinate the size and number of conduits with all affected utility providers (electric, phone, cable, etc.), with the exact location, size and number of conduits to be approved by the applicant's engineer and the City's Engineering Department prior to the commencement of work; 5. That all Fire Department requirements be met, prior to the issuance of 3I.lY permits; 6. That all Traffic Department requirements be met, prior to the issuance of any permits; 7. That all signage meet the requirements of Code and be limited to attached signs on the canopies or attached directly to the building and be architecturally-integrated with the design of the building with regard to proportion, color, material and finish as part of a final sign package submitted to and approved by Staff prior to the issuance of any permits which includes: · All signs fully dimensioned and coordinated in terms of including the same color and font style and size; and · All signs be constructed of the highest quality materials which are coordinated with the colors, materials and architectural style of the building; 8. That evidence of filing of a Unity of Title with Pinellas County is submitted to and approved by Staff prior to the issuance of any permits; 9. That a right-of-way permit be secured prior to any work performed in the public right-of-way; 10. That the first building permit be applied for within one year (January 18, 2006) of Commup,:ity Development Board approval; and , 11. That the final Certificate of Occupancy be obtained within two years of issuance of the first building permit; 12. That the boundary of the project/right-of-way along the southwest side ofthe site along North Osceola Avenue on the survey and all supporting site plans are corrected prior to the issuance of any building permits; 13. That North Osceola Avenue will be improved per City standards to accommodate two-way traffic between Jones Street and Georgia Street to the satisfaction of Staff prior to the issuance of the first Certificate of Occupancy; . I '.. J1. .:? " January 21, 2005 Coates - Page Three 14. That all utility equipment including but not limited to wireless communication facilities, electrical and water meters, etc. be screened from view and/or painted to match the building to which they are attached, as applicable prior to the issuance of a Certificate of Occupancy; 15. That all streetscaping along Harrison Village be installed to the satisfaction of Staff prior to the issuance of the first Certificate of Occupancy for Harrison Village; and 16. That all streetscaping along Island View be installed to the satisfaction of Staff prior to the issuance of the first Certificate of Occupancy for Island View. Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (January 18,2006). All required Certificates of Occupancy shall be obtained within two years of the date of issuance of the initial building permit. Time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for a period not to exceed one year and only within the original period of validity. The Community Development Board may approve one additional extension of time after the Community Development Coordinator's extension to initiate a building permit application. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4-502.B by the applicant or by any person granted party status within 14 days of the date of this Development Order. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expires on February 1, 2005 (14 days from the date of approval by the CDB). If you have any questions, please do not hesitate to call Mark Parry, PlannerllI at 727.562.4558. Zoning information is available through the City's website at htto://www.mvclearwater.com/via the "ZoninglParcel Maps (GIS)" link and "City Codes" link both under "Services". Very truly yours, ~ :;~ ~ Cynthia Tarapani, AICP Planning Director S:\Planmng DepartmentlC D BIFLEX (FLD)I/nactive or Finished ApplicationslJones 0400 Osceola Jones Condos (D) - ApprovedlJones 0400 Development Order. doc INDEX PREPARED FOR COVER SHEET 1 GENERAL NOTES 2 TRIANGLE DEVELOPMENT COMPANY, L.L.C. 714 NORTH FORT HARRISON AVENUE CLEARWATER, FLORIDA 33755 "INVESTIGATE BEFORE YOU EXCAVATE" DEMOLITION PLAN 3 SITE PLAN 4 GRADING & DRAI~lAGE PLAN 5 UTILITY PLAN 6 GENERAL DETAILS 7 UTILITY DETAILS 8,0-8.1 r ~~~~~~;,;;~v~'v~~~~~~ ~~~~::~.:~~AIL~~.~.^-~.,~.~ CALL SUNSHINE @ 1-800-432-4770 Fl. STAME 553.851 (1g79) REQUIRES A MIN. OF 2 DAYS AND MAX. OF 5 DAYS NOllCE BEFORE YOU EXCAVATE. PROJECT LOCATION HARRISON VILLAGE VICINITY MAP PARCEL 1: PARCEL 2: b:l I h ct; C ~ PARCEL 3: N.T.S. I I PARCEL 4: J ./ SECT. 9, TWN. 29 S., RNG. 15 E. .; ~. '.. 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J ,. :~ ' ~..__~u.J:I:n:;:~:!:~:. ______. ~ . t~.s ~,.: : PARCEL 5: PARCEL 6: PARCEL 7: PROJECT LOCATION PARCEL 8: NOTE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LA TEST EDITIONS OF FLORIDA DEPARTMENT OF TRANSPORTATION, ROADWA Y AND TRAFFIC DESIGN STANDARDS AND CITY OF CLEARWA TER CONSTRUCTION STANDARDS. 09-29-15-44352-002-0010 400 JONES STREET CLEARWATER, FL 33767 09-29-15-44352-002-0012 303 N. OSCEOLA AVENUE CLEARWATER, FL 33767 09-29-15-44352-002-0020 410 JONES STREET CLEARWATER, FL 33767 09-29-15-00000-430-0300 309 OSCEOLA AVENUE CLEARWATER, FL 33758 09-29-15-1431 0-000-001 0 410 N. FORT HARRISON AVENUE CLEARWATER, FL 33758 09-29-15-00000-430-0600 308 OSCEOLA AVENUE N. CLEARWATER, FL 33756 09-29-15-53370-000-0010 304 N. OSCEOLA AVENUE CLEARWATER, FL 33756 09-29-15-53370-000-0020 302 N. OSCEOLA AVENUE CLEARWATER, FL. 33756 LEGAL DESCRIPTION LEGAL: PARCEL 1: 300-410 OSCEOLA AVENUE LOTS 1 THROUGH 7 AND THE 10 FOOT ALLEY LYING WEST OF LOTS 1 THROliGH 3 OF A.S. & JENNIE CATES SUBDIVISION, AS RECORDED IN PLAT BOOK 1, PAGE 64, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, AND A PORTION OF GOVERNMENT LOT 4 IN SECTION 9. TOWNSHIP 29 SOUTH, RANGE 15 EAST, BEING FURTHER DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHWEST CORNER OF LOT 7 OF SAID A.D & JENNIE CATES SUBDIVISION: THENCE N.88.58'21 "E. ALONG THE SOUTHERLY RIGHT OF WAY OF GEORGIA STREET (A 40 FOOT RIGHT OF WAY), A DISTANCE OF 211.75 FEET TO THE WESTERLY RIGHT OF WAY LINE OF NORTH FORT HARRISON AVENUE (A 55 FOOT RIGHT OF WAY); THENCE SOUTH, ALONG SAID WESTERLY RIGHT OF WAY LINE, A DISTANCE OF 337,16 FEET; THENCE LEAVING SAID RIGHT OF WAY LINE N89.58'02"W., A DISTANCE OF 211.11 FEET TO THE EASTERLY RIGHT OF WAY LINE OF OSCEOLA AVENUE (A 40 FOOT RIGHT OF WAY); THENCE NOO'06'14"W., ALONG SAID EASTERLY RIGHT OF WAY LINE AND THE WESTERLY LINE OF LOT 4 THROUGH 7 OF SAID A.B. & JENNIE CATES SUBDIVISION, A DISTANCE OF 333.12 FEET TO THE POINT OF BEGINNING, PARCEL 2: LOTS A AND B OF BERGENS REPLA T, AS RECORDED IN PLAT BOOK 26. PAGE 41. PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. TOGETHER WITH THE EAST 1/3 OF LOT 2, AND THE WEST 1/3 OF LOT 3 OF JONES OF NICHOLSONS ADDITION TO CLEARWATER HARBOR, AS RECORDED IN PLAT HI, PAGE 13. PUBLIC RECORDS OF HILLSBOROUGH COUNTY. OF WHICH PINELLAS COUNTY WAS FORMERLY A PART, ALSO TOGETHER WITH A VACATED ALLEY AS DESCRIBED IN OFFICIAL RECORD BOOK 7546, PAGE 607 OF THE PUBLIC RECORDS OF PINELLAS COUNTY ALL LYING IN SECTION 9, TOWNSHIP 29 SOUTH, RANGE 15 EAST, BEING FURTHER DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHEAST CORNER OF LOT B OF SAID BERGENS REPLA T; THENCE SOUTH, ALONG THE WESTERLY RIGHT OF WAY LINE OF NORTH FORT HARRISON AVENUE (A 55 FOOT RIGHT OF WAY) AND THE EASTERLY LINE OF SAID LOTS A AND B OF SAID BERGENS REPLAT; A DISTANCE OF 179,99 FEET TO THE NORTHERLY RIGHT OF WAY LINE OF JONES STREET; THENCE N89'49'45"W, ALONG THE NORTHERLY RIGHT OF WAY LINE OF SAID JONES STREET AND THE SOUTHERLY LINE OF LOT A AND THE SOUTHERLY LINE OF THE EAST 1 /3 OF LOT 2 AND THE WEST 1 /3 OF LOT 3 OF SAID JONES SUBDIVISION OF NICHOLSON'S ADDITION TO CLEARWATER HARBOR, A DISTANCE OF 186.65 FEET; THENCE NORTH ALONG THE WESTERLY LINE OF SAID EAST 1/3 OF LOT 2, JONES SUBDIVISION OF NICHOLSONS ADDITION TO CLEARWATER HARBOR, A DISTANCE OF 179.99 FEET; THENCE S89'49'47"E, A DISTANCE OF 25.00 FEET; THENCE NORTH, {1. r)ISTANCE OF 12.47 FEET; THENCE S89'49'47"E, A DISTANCE OF 161.65 FEET TO THE WESTERLY RIGHT OF WAY LINE OF NORTH FORT HARRISON AVENUE; THENCE ALONG SND WESTERLY RIGHT OF WAY LINE, SOUTH, A DISTANCE OF 12.26 FEET TO THE POINT OF BEGINNING. AND PARCEL #1 301 OSCEOLA AVENUE, 400 & 410 JONES STREET THE WEST 2/3 OF LOT 2, BLOCK 2, JONES SUBDIVISION OF NICHOLSONS ,"u!)ITION TO CLEARWATER HARBOR, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 13, OF THE PUBLIC RECORDS OF HILLSBOROUGH COUNTY, FLORIDA ,~. WHICH PINELLAS COU~;TY WAS FORMERLY A PART OF. LESS THE NORTHWEST CORNER AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF LOT 2, BLOCK 2, OF SAID JON''';; SUADIVISION FOR A POINT OF BEGINNING: THENCE N.00.23'00"W.. ALONG THE WEST LINE OF SAID LOT 2, 169.80 FEET; THENCE NORTHEASTERLY ALONG A CURVE, (SAID CUi' ,;: ~,r.dING A RADIUS OF 45,00 FEET; A TANGENT OF 8.07 FEET; A CHORD OF 15.55 FEET; A CHORD BEARING N.49.42'46"E), A DISTANCE OF 15.96 FEET; THENCE N.89'4i'0E~"E.. ALONG THE NORTH LINE OF SAID LOT 2, 41,77 FEET; THENCE S,00'23'OO"E., 180.00 FEET; THENCE S.89.41'06"W., 53.95 FEET TO THE POINT OF BEGINNING. PARCEL#2 THE SOUTH 76 FEET OF LOT 1, BLOCK 2, JONES SUBDIVISION OF NICHOLSG::'':;. ADDITION TO CLEARWATER HARBOR, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK I, PAGE 13, OF THE PUBLIC RECORDS OF HILLSBOROUGH COUNTY, FLORIDA, OF WHICH PINELLAS COUNTY WAS FORMERLY A PART, TOGETHER WITH THAT CERTAIN TRACT OF LAND LYING BET'NEEN THE 'NEST LINE OF THE ABOVE DESCRIBED LAND A"lD THE EAST RIGHT-OF-WAY LINE OF OSCEOLA AVENUE. LYING AND BEING IN PINELLAS COUNTY, FLORIDA. P ARCEL#3 BEGINNING AT THE SOUTHWEST CORNER OF LOT 1, BLOCK 2. OF THE JONES SUBDIVISION OF NICHOLSON'S ADDITION TO CLEARWATER HARBOR, ACCORDING TO THE CORRECTED MAP OR PLAT THEREOF RECORDED IN PLAT BOOK I, PAGE 13, OF THE PUBLIC RECORDS OF HILLSBOROUGH COUNTY, FLORIDA, OF WHICH PINELLAS COUNTY WAS FORMERLY A PART; RUN THENCE NOO'23'OO"W., ALONG THE EAST LINE OF SAID LOT 1, 157 FEET FOR A POINT OF BEGINNING; THENCE S.79.24'06"W.. 80.28 FEET; THENCE S.00'44'OO"W.. 12.21 FEET; THENCE EAST. PARALLEL TO THE SOUTH LINE OF SAID LOT, 79,25 FEET. MORE OR LESS, TO THE EAST LINE OF SAID LOT; THENCE NORTH ALONG THE EAS'~ LINE OF SAID LOT, 27 FEET MORE OR LESS, TO THE POINT OF BEGINNING. PREPARED BY: AND 302-308 OSCEOLA AVENUE FROM THE SOUTHWEST (SW) CORNER OF THE SOUTHEAST QUARTER (SE 1/4) OF THE SOUTH EAST QUARTER (SE 1/4) OF SECTION 9, TOWNSHIP 29 SOUTH, RANGE 15 EAST; RUN WEST 398,68 FEET TO THE WEST LINE OF OSCEOLA AVENUE; THENCE NORTH 0 DEGREES 38 MINUTES EAST ALONG THE WEST LINE OF OSCEOLA AVENUE 545.68 FEET TO THE NORTH LINE OF AN ALLEY AS SHO'M'-J IN JONES SUBDIVISION TO THE TOWN OF CLEARWATER, FLORIDA; THENCE EAST 58.0 FEET TO POINT OF BEGINNING; THENCE NORTH 83.16 FEET MORE OR LESS; THENCE WEST 250,55 FEET MORE OF LESS TO THE WATERS OF CLEARWATER BAY; THENCE SOUTH 22 1/2 DEGREES WEST 90.01 FEET MORE OR LESS TO A POINT 285 FEET WEST OF THE POINT OF BEGINNING; THENCE EAST 285,0 FEET TO POINT BEGINNING, TOGETHER WiTH ALL SUBMERGED LAND A RIPARIAN RIGHTS APPURTENANT TO SAID TRACT DESCRIBED AS FOLLOWS: TRACT 23, FROM AN INTERSECTION OF THE NORTH LINE OF JONES STREET AND THE 'NEST LINE OF OSCEOLA AVENUE OF JONES SUBDIVISION IN CLEARWATER, FLORIDA; RUN NORTH ALONG WEST LINE OF OSCEOLA A VENUE 190 FEET; THENCE WEST 213 9 FEET TO AVERAGE HIGH WATER LINE OF CLEARWA TER BAY TO POINT OF BEGINNING; THENCE 725 FEET TO CHANNEL IN CLEARWATER BAY; THENCE 725 FEET TO CHANNEL IN CLEARWATER BAY; THENCE NORTHEASTERLY ALONG EAST SIDE OF CHANNEL A DISTANCE OF 83.17 FEET DUE NORTH; THENCE EAST 725 FEET TO AVERAGE HIGH WATER LINE OF CLEARWATER BAY; THENCE IN A SOUTHWESTERLY COURSE ALONG THE AVERAGE HIGH WATER LINE TO POINT OF BEGINNING. LESS THAT PORTION DESCRIBED IN THAT CERTAIN ORDER FOR TAKING FILED JANUARY 13, 1961, IN O.R. BOOK 1083, PAGE 97, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. LOTS A AND B OF CLOVIS C. LUTZ SUBDIVISION ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 35, PAGE 76, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. TOGETHER WiTH ALL SUBMERGED LANDS, BAY BOTTOMS AND RIPARIAN RIGHTS THEREUNTO APPERTAINING OR IN ANYWISE BELONGING, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHWEST CORNER OF CLOVIS C. LUTZ SUBDIVISION AS RECORDED IN PLAT BOOK 35, PAGE 76, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, AND RUN THENCE SOUTH 12 DEGREES 06'15" WEST ALONG THE WESTERLY LINE OF S.ll!D SUBDIVISION 65.48 FEET TO THE SOUTHWEST CORNER OF SAID SUBDIVISION; THENCE SOUTH 89 DEGREES 54'00" WEST, 630.0 FEET MORE OR LESS TO THE EASTERLY BOUNDARY OF THE CHANNEL IN CLEARWATER BAY; THENCE NORTHERLY, ALONG THE EASTERLY BOUNDARY OF SAID CHANNEL, TO AN INTERSECTION WITH THE WESTERLY EX1ENSION OF THE NORTHERLY LINE OF SAID COLVlS C, LUTZ SUBDIVISION; THENCE EASTERLY, ALONG THE WESTERLY EXTENSION OF THE SAID NORTHERLY LINE 637.0 FEET MORE OR LESS TO THE POINT OF BEGINNING, THE ABOVE DESCRIBED PROPERTY IS SUBJECT TO AN EASEMENT TO THE WEST COAST INLAND NAVIGATION DISTRICT ON THAT PART LYING WITHIN 250 FEET OF THE CENTERLINE OF THE WEST COAST INTRACOASTAL WATERWAY CANAL. CONTAINING 0.28 ACRE, MORE OR LESS. THAT PART OF A CERTAIN TEN (10) FEET OF UNNAMED ALLEY EXTENDING WEST TO THE WATERS OF CLEARWATER HARBOR FROM THE WEST RIGHT OF WAY OF OSCEOLA AVENUE AND LYING SOUTH OF THE FREILER PROPERTY AND LYING NORTH OF LOT A OF CLOVIS C. LUTZ SUBDIVISION AS RECORDED IN PLAT BOOK 35, PAGE 76, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, SAID ALLEY HAVING BEEN VACATE~ BY THE CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA, AND BEING THE SAME PROPERTY AS SHOWN ON QUIT CLAIM DEED FROM A.K. FREILER AND SARAH RAY FREILER. HIS WiFE, IN O.R. 589. PAGE 289, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. A PARCEL OF SUBMERGED LAND IN CLEARWATER HARBOR IN SECTION 9, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHWEST CORNER OF LOT A OF THE CLOVIS C. LUTZ SiJBD"IISION, AS RECORDED IN PLAT BOOK 35, PAGE 76, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, SAID POINT BEING ON THE AVERAGE HIGH WATER LINE OF CLEAPWATER HARBOR, SAID POINT OF BEGINNING BEING 555.97 FEET NORTH AND 1949.66 FEET WEST OF THE SOU THEAST CORNER OF SAID SECTION 9. FROM AFORESAID POINT OF BEGINNING RUN THENCE N89 DEGREES 24'16" WEST, 282.41 FEET TO THE CITY OF CLEARWATER BULKHEAD LINE; THENCE RUN N07 DEGREES 28'50" EAST,10.07 FEET ALONG SAID BULKHEAD LINE; RUN THENCE S89 DEGREES 24'16" EAST. 281.21 FEET TO THE AVERAGE HIGH WATER LINE OF CLEARWATER HARBOR; RUN THENCE SOO DEGREES 38'00" WEST 10,00 FEET ALONG SAID AVERAGE HIGH WATER LINE TO THE POINT OF BEGINNING. AND 500 N. FT. HARRISON AVENUE LOTS 1 AND 2 HARRINGTON'S SUBDIVISION, AS RECORDED IN PLAT BOOK 5. PAGE 77. ACCORDING TO THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, KEITH ZAYAC & ASSOClf\ TES, INC. Agency SWFWMD FOOT CITY OF CLEARWATER App. / Permit No, Date Issued / Date Expires SITE PL~ ~~Qy!~.$<Y77 CASE # {, CASE TYPE G I 2. P ORC DATE (cJ .a'l +- IZ-v1.-c?'1 COB D!,T~ ~ 5Irl<.,.."n I~C: t.....:-" '., r . I '.._,' ~ I..., --.-- FLD2004-05037 It t. DrawlllQ nile t<ZA Pro} No.1 OlIn. Pro} No.1 Scale: Sheet No, \ \ \ \ "~ -r ~ ~~"'" "', "- ,,~~ '" '-:...'l '--- o <( >- <( N' W :r: t- W ~ ....,... c:::I C:;) C'-J COVER SHEET 32+- 03 NA SEE SHEETS 1 of 10 GENERAL CONSTRUCTION NOTES CLEARING AND SITE PREPARATION NOTES WATER SYSTEM NOTES DRAINAGE SYSTEM CONSTRUCTION NOTES "'.'" ~:ii "'''''; ;".'. .'Ii;;. ~ .'.,a'h a,j Ii Ii iI,a-,,',,'.';;; Ii-;;;;";;;,;,,,;;;,;,ii,;;,,;.,; ~, I ic;,;,,,,, "'.. w" h II;' II U 1"1. ".i1,n,ji-.';,;,;;.';,;,;"",,,,, Zv '" :gTgl~n~~I~~ ,,,.~ U""" M"""" U.", Z .. l~:g~i E~~ ~ gg E~ z ..:: ~':::: :.::: ~ : ~': ~':'~:, o 5 :: . ;;:~j:u!:(~m~'~,~ Z L ~ ::: I]'~) ~mm~u~ ~ ",. a;.. a: '::~.:~~:::~:~:::~:.~ '..1.."...'. """'""""""n"...,,"',, ~ ~:i!!ilil"i!ii"ii: ~ U::::::'::'::::::;:::::;:: ~ u.J: .r!:!! ;'EH~~;HH~n~ ~ )-- :,::,:::,;::;::,,:;;::::,;:::;,:: -U 1: ll: [[;: ~:m~:, U ::::':.:::::::::::, O ~ [[i! i! ;HtHHL:::::,: <( ::~: t:: ~~.~~:~.~,:.;::;,"'""ii" V) ~ '[Hf:::HiE~:~n V) G ; ~ ~: f ['~~:n~HH A' I])~' .: ff ff ~ ,:~~,n~HH: ::::.:.' ~ D ~'::::;:~'::;::l::::!::::: u1) ~: :~'l: :f~~"n~;U!!!H U ':::'~ <( !E;~' >- \.J ,.:.:.;.:J:~' z:r~' , <( 5H~~:' N u.J;i:2 's' ' :r: z.:;~ f- ~:I':: , - u.J:: ~. u.J .-J:; g '" .. .... J 2 "15:.c ,:":"'::i::' .. .::L U: 'l'j n :: ::Hrr~ mL::: ::, 1. ALL ELEVATIONS REFER TO THE NAVD (1988). 2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICT BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA. 4. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES IN ADVANCE OF CONSTRUCTION, BY CALLING FLORIDA SUNSHINE STATE ONE CALL CENTER OF FLORIDA. INC. AT 1-800-432-4770. 5. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR. 6. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO ROADWAY BASE AND SURFACE CONSTRUCTION. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION, 8. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISIONS AND/OR LATEST EDITION. 9. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. 10. CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. 1 . PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S TREE ORDINANCE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE OWNER. ONLY "GRADING BY HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN. 2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION IN ACCORDANCE WITH THE SOILS TESTING REPORT. COPIES OF THE SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING COMPANY. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY. 3. CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF- SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. 1. A VERTICAL CLEARANCE OF 18 INCHES SHALL BE MAINTAINED BETWEEN SANITARY SEWERS AND WATER MAINS. IF CLEARANCE CANNOT BE ACHIEVED BY ADJUSTING WATER MAINS THE SANITARY SEWER SHALL BE CONSTRUCTED OF DUCTILE IRON CLASS 54 A MINIMUM OF 10 FEET ON BOTH SIDES OF THE CONFLICT POINT. AS AN ALTERNATIVE THE SANITARY SEWER MAY BE PLACED IN A SLEEVE OR ENCASED IN CONCRETE FOR THE REQUIRED 10 FEET ON EACH SIDE OF THE CONFLICT POINT. 1. STANDARD INDEXES REFER TO THE LATEST EDITION OF FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS". 2. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) WITH RUBBER GASKET JOINTS UNLESS OTHERWISE NOTED ON PLANS. ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS UNLESS OTHERWISE NOTED ON PLANS. 2. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS AND SANITARY SEWER. 3. ALL WATER MAINS SHALL HAVE A MINIMUM OF 30 INCHES AND A MAXIMUM OF 42" BELOW FINISHED GRADE. 4. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 3. PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO THE CENTER OF DRAINAGE STRUCTURES WITH THE EXCEPTION OF MITERED END AND FLARED END SECTIONS WHICH ARE INCLUDED IN LENGTHS. 4. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H-20 LOADINGS. 5. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER TO BE RESOLVED BY ADJUSTING THE WATER LINES AS NECESSARY. 5. CONTRACTOR TO SOD THE DETENTION POND AS INDICATED ON PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND. 6. ALL STORM DRAINAGE STRUCTURES DEEPER THAN TEN (10) FEET TO HAVE LADDER BARS. 7. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY. 8. PROTECTION OF EXISTING STORM SEWERS SYSTEMS: DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. 11. AT LEAST 3 WORKING DAYS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES AND SUPPLY THEM WITH ALL APPROVED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THE ENGINEER OR WITHOUT AGENCY INSPECTOR PRESENT MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 6. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS AND APPROVALS PRIOR TO REMOVING ANY EXISTING STRUCTURES. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING ANY EXISTING STRUCTURES FROM THE SITE. 8. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR/SUBCONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY. IT SHALL BE THE CONTRACTOR'S/SUBCONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE EXERCISE CAUTION UTILITIES. THE CONTRACTOR/SUBCONTRACTOR SHALL WHEN CROSSING ANY UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES WHICH INTERFACE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE AND THE CONTRACTOR/SUBCONTRACTOR AND SHALL COOPERATE WITH THE UTILITY COMPANIES DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR/SUBCONTRACTOR BY THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. 6. CONTRACTOR TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION. 7. RESTRAINING JOINTS SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN ON DETAILS. 8. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES, PLANS, AND SPE,:IFICATIONS FOR CONSTRUCTION, LATEST REVISION THEREOF AND SUPPLEMENTAL SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION OF ALL POTABLE WATER SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE COORDINATED THROUGH THE LOCAL REGULATORY AGENCY DEPARTMENT OF PUBLIC UTILITIES. 9. ALL UNDERGROUND PVC SHALL BE DR14 (C-900). 9. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1996, OR LATEST REVISION THEREOF AND SUPPLEMENTAL SPECIFICATIONS THERETO. 10. CLASS "B" TYPE I BEDDING SHALL BE USED UNLESS INDICATED OTHERWISE ON THE DRAWINGS, OR BY THE ENGINEER. 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, THRUST BLOCKING, HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNER'S ENGINEER AND COUNTY INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. TESTING AND INSPECTION REQUIREMENTS ~ z L() z 0 L() ~ U) r- ~ ....... C") 0... U ~ C") ~ 0 ~ ~ ~ .....:l ~ ~ ~ ~ ~ ~ ~ ~~ Q ~ o~ ~~ ~ ~ ~ ~ c.; 0 z ~ ~ u ~ fj ....... ~ ~ r- u ~ WATER SYSTEM TESTING AND INSPECTION REQUIREMENT NOTES 11. ALL ROUND REINFORCED CONCRETE PIPE JOINTS UNDER PAVEMENT, DRIVEWAYS, AND SIDEWALKS WITHIN PUBLIC RIGHT-OF-WAY, AND ANY OUTFALL SYSTEM SHALL BE WRAPPED WITH MIRAFI 14 ON FILTER FABRIC OR EQUAL FABRIC TO BE A MIN. OF 30" IN WIDTH AND CENTERED ON PIPE. 12. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS AND UTILITY COMPANIES. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES, WHERE NECESSARY WITH OTHER CONTRACTOR AND UTILITY COMPANIES. 13. ALL DISTURBED AREAS WITHIN PUBLIC RIGHT -OF-WAY ARE TO BE RESTORED TO ORIGINAL CONDITION OR BETTER. 14. REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WOf~K SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDiTIONS BEFORE COMMENCING CONSTRUCTION WORK UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED. 15. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED ARE TO BE SEEDED AND MULCHED TO FDOT STANDARDS AND MAINTAINED UNTIL A SATISFACTORY STAND OF GRASS ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD HAVE BEEN OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK, AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR/SUBCONTRACTOR UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE BY THE REGULATORY AGENCY AND ENGINEER OF RECORD. 16. CHAPTER 77-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATING. MAPS SHOW ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND DO NOT SHOW SERVICE LINES. THE ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAINS OR SERVICE LINES IS BY AN ON- SITE INSPECTION BY THE RESPECTIVE GAS PERSONNEL. THEREFORE, EXCAVATORS ARE INSTRUCTED TO TELEPHONE THE RESPECTIVE GAS COMPANY TWO WORKING DAYS BEFORE ENTERING A CONSTRUCTION AREA. 17. RECORD DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING INFORMATION ON A SET OF THE APPROVED PLANS CONCURRENTLY WITH CONSTRUCTION PROGRESS. WITHIN TWO (2) WEEKS FOLLOWING FINAL INSPECTION THE CONTRACTOR SHALL SUBMIT ONE (1) SET OF RECORD DRAWINGS TO THE ENGINEER. THE FINAL RECORD DRAWINGS SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: 2. CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL SAMPLING AND OBTAIN CLE/\RANCE OF DOMESTIC WATER SYSTEM. COPIES OF ALL BACTERIOLOGICAL TESTS TO BE SUBMITTED TO OWNER'S ENGINEER. 1. THE STORM DRAINAGE PIPING SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT. THE STORM SYSTEM WILL BE INSPECTED BY THE OWNER'S ENGINEER PRIOR TO AfJPROVAL FOR CERTIFICATE OF OCCUPANCY PURPOSES. PAVING AND GRADING NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING SHEETING OR SHORING AS NECESSARY. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. DEWATERING SHALL BE USED AS REQUIRED. 2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY. 3. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADE UNLESS OTHERWISE NOTED ON DRAWINGS. 4. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT SYSTEMS OF TREES SHOWN TO BE SAVED. CONTRACTOR TO COORDINATE WITH OWNER'S ENGINEER PRIOR TO ANY ELEVATION CHANGES. 5. CONTRACTOR TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. 6. ALL PAVEMENT MARKINGS SHALL CONFORM TO FDOT STANDARD INDEX NO. 17346, SHEETS 1-7. SANITARY SEWER NOTES SAFETY NOTES 1. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL SAFETY REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR;HE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE SAFETY OF HIS PERSONNEL. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION. 0 ~ ~ ~ rn ~ ~ ~ 0 ~ ~ E-t ~ 0 >- z ~ Z ~ ~ 0 ~ ~ E-t ~ t/) ~ ~ ~ ~ z ~ ~ ~ ~ ~ ~ c..? 0:: z ~ 0 U LJ F <( :::!: U LJ <: 0 z -l :::!: <: ~ ~ z u u W W ~ J J W 0 0 W 0::: 0::: :r: 0- 0- (f) 1. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS AND SANITARY SEWER. 2. ALL :)ANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 3. SANr~ARY SEWER MAINS AND LATERALS SHALL HAVE A MINIMUM COVER OF THREE (3) FEET AND SHALL BE INSTALLED ACCOMPANIED BY A METAL TAPE SIMILAR TO ''TERRATAPE" COLORED GREEN AND LAID ONE FOOT ABOVE THE PIPE. 1. DRAWINGS TO BE LEGIBLY MARKED TO RECORD ACTUAL CONSTRUCTION. 2. DRAWINGS SHALL SHOW ACTUAL LOCATION OF ALL WATER AND WASTEWATER PIPING AND RELATED APPURTENANCES, BOTH ABOVE AND BELOW GROUND. ALL CHANGES TO PIPING LOCATION INCLUDING HORIZONTAL & VERTICAL LOCATIONS OF UTILITIES & APPURTENANCES SHALL BE CLEARLY SHOWN AND REFERENCED TO PERMANENT SURFACE IMPROVEMENTS. DRAWINGS SHALL ALSO SHOW ACTUAL INSTALLED PIPE MATERIAL, CLASS, ETC. 3. DRAWINGS SHALL CLEARLY SHOW ALL FIELD CHANGES OF DIMENSION AND DETAIL INCLUDING CHANGES MADE BY FIELD ORDER OR BY CHANGE ORDER. 4. DRAWINGS SHALL CLEARLY SHOW ALL DETAILS NOT ON ORIGINAL CONTRACT DRAWINGS BUT CONSTRUCTED IN THE FIELD. ALL EQUIPMENT AND PIPING RELOCATION SHALL BE CLEARLY SHOWN. 5. LOCATIONS OF ALL MANHOLES, HYDRANTS, VALVES, & VALVE BOXES SHALL BE SHOWN. ALL VALVES SHALL BE REFERENCED FROM AT LEAST TWO (2) AND PREFERABLY THREE (3) PERMANENT POINTS. 7. CONTRACTOR SHALL TRIM, TACK, AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT. 8. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, AND STORM SEWERS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH, OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT THE SITE. IF. IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF-SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES. 9. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION, OR OTHER ACCEPTABLE METHODS. 1 O. THERE IS TO BE NO DISCHARGE (I.E. PUMPING, SHEET FLOW, SWALE, DITCH, ETC.) INTO EXISTING DITCHES OR CANALS WITHOUT THE USE OF SETTLING PONDS. IF THE CONTRACTOR DESIRES TO DISCHARGE INTO THE EXISTING DITCHES OR CANALS A SETTLING POND PLAN PREPARED BY THE CONTRACTOR MUST BE SUBMITTED TO AND APPROVED BY THE ENGINEER OF RECORD AND LOCAL REGULATORY AGENCY PRIOR TO CONSTRUCTION. SANITARY SEWER TESTING AND INSPECTION REQUIREMENT NOTES 1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. 2. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF THE STATE OF FLORIDA, MANUAL ON 'I'RAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS SHALL BE FOLLOWED IN THE DESIGN APPLICATION, INSTALLATION, MAINTENANCE, AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WAr~NING DEVICES, AND BARRIERS NECESSARY TO PROTECT THE PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE PROJECT LIMITS. 3. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION. 4. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS. NNN :.:::.:::.:: >- m 0:::0:::0::: ~~~ <: <: <( :3:~~ 0:::0:::0::: <( <: <: WWW -l...J-l UUU l.L.l.L.l.L. 000 >- >- >- ~~~ uuu ~~~ 0-0- W ::> . . (f)>> (f)ww _0:::0::: z o F 0- 0::: U 1I1 W Cl PAVING & GRADING TESTING AND INSPECTION REQUIREMENTS '<t~~ 000 u:ioioi NNN roci""': 0.-.- ~ <: Cl 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE SOILS ENGINEER. .-Nt0 c:i z Q:W>-Ul-OZUl 2. SOILS ENGINEER TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION TESTS AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY TO THE ENGINEER OF RECORD IN WRITING THAT ALL TESTING REQUIREMENTS REQUIRED BY THE LOCAL REGULATORY AGENCY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) FOR THE IMPROVEMENTS AS REQUIRED BY THE CONSTRUCTION DRAWINGS HAVE BEEN SATISFIED. PLANS SHALL SUPERCEDE IF A DISCREPANCY OCCURS AND CONTACT ENGINEER SPEC BOOKS CHECK PLANS IN WRITING 0:: l1J z C3 z W 'do fj~ z~ e"Ul iliC3 w ~o:: ~< z>- ::)00 00 ~l7l >Ul o 1-00 o~ zw 3. CONTRACTOR TO REVIEW SOIL REPORTS AND BORINGS PRIOR TO BIDDING THE PROJECT AND COMMENCING CONSTRUCTION. DRAWN BY: RJM CHECK BY: KEZ ORIGINAL DATE: 08.17.04 SHEET 2 OF 1 0 ISSUE DATE: 12.07.04 FIL TER FABRIC MA TERIAL BACK~LLED TRENCH + + -<}- o ~ 4- -t- I - WA TER PIPES - WA TER VAL VE -- TELEPHONE BOX FlL lEll FABRIC MATERIAL SECURELY F ASTENEO TO THE POSlS OR IF USED THE WIRE t.lESH n -AC,H FOR AODlllctlAL SmCTH FIL TER r ABRIC MA Tl!ritAL em I.AL T. E BE ATTACHED TO ~~INOR1MAx) MESH 'MRE SCREE~~.~ ICH HAS BEEN FASTENED T~~.P~ TR fC * - TROPICAL TRfCfC C)-OAK TR -- . . -JACARAN A TREfC ATTACHING TWO SILT F.~BRAZIUA PEPPER . . ml ~MANGROI [ TREE PL ~-tt.mYNOLl TREE p~FnM: SE~CE ~ _______ IN (~IFER TREE - P FIa: FIRST FENCE Ro~1t B~~NKNOW, TREE POSTS AT LEAST 180 DEOREES IN A CLOCKWISE DIRECTION TO CREA TE A TIGlT SEAL WITH THE FABRIC MATERIAL ~ELECTRIC BOX -CABLE BOX -SANITARY MANHOLE - WA TER BOX -POWER POLE -LIGHT POLE jJ ~ VAL VE BOX \ APPROlOMA lEL Y 8 INCHES Of FlL n:R FABRIC MAn:RIAL MUST Exn:ND INTO A TRENCH AND BE ANCHORED WITH COMPACn:D BACKFLL WA TERIAL /~ . 8 D -FIRE HYDRANT - TRAFFiC BOX -LIGHT BOX ~- DIRECTION Of RUNOf1' WA lEllS ~ ~ -*"I ~- DRIVE BOTH POSTS ABOUT 10 INCHES INTO lHE OROUND AND BURY F1.AP CITY OF CLEARWATtR, FLORIDA PUBUC WORKS ADMINISTRATION E:NGINE:ERING fIlEV. DAlE DDalI'11a4 .,., c 't -"--. <:- Cl 0-, ,- '-<J- '-I<jl< ~,~ ct:~- ~GJ-~ ct:~\) Cl!.tjlj'::: Ct., U ~ '" ...V) ~ v") ~ I I I I I I I~. I I I / I / I '. 'I s.l IS-'" 1~ TEMP6RAR-Y{~Ugfflfi 15'0 LOCfn~),(cf{ff:t/;;Z - -I.J" ZZ,n.68.r~' . ~ I ~'~'~~$; ,-~ I ~ ,...... - "'. ~ I , , I I I I '~~ .;:, '", ~ ... l:i~ ~ ~ 1~l0 jCt. I~~ SJ ~~ Cl ~ ~ r- -0 ;, c--' ~ c::. <c. -~, co c::. " ..., (J '-.I )~ y;~~ r- "*' ::J '6 -S aG <<-- \>7;;;"':-- , C'J ~ ~o--f Iv < V':;:.~ J.1 ~ 0\ "t-/ r- (; '.;. C) \0. L... \i.'> . S'. Z. c" -;- \j\ () ...>/ "'" ~ ~ ~ - ~ !;} -' "'--0 ~ \. -p ~. Z'-.1 \).. ________~ \0 / :0,,' START DE~\ WALL J-i'J 6.J __- ~ /~F / ~\\ ~~ ~,i;:: C; '*' 'I ~ ~ ~~ Q' ~ '*' % , 'I' e:, ....) -,,*, * r- , .~.~ .s:>.,..- , 7:... ~t=:. , I.()c::. 't1'<J '*'8 ~~...0:0'~/~ ,iv' " .~. ,v- (] ,I\. ~ .J) ^5 (r;; !: ~.:;.' -<5>, Sl , , /"J (;; .::.. " 0" 4.1 ,llj~I.,,) -...} (0<.0 {:-J ,'J.~ C/jJ S? .(5 .'V ;::,; "'';- <:~. ~,;, I I ?:~ '"It::c:i -)( 1'" ~;+ ct.: c- ~<D %.VI en ~ <'r --J.'2 Y-' o ...> ----'\r.. (7):r:,OOOf'9 It:.. 00, frf.68S 'co I' " 'I- Ll)~ ~Q) V1 -J r- '0. s., (d). OOr;L (W), 00 'r:lL 'M"OO, t!j.68S 'M..OO, tC;.6fl'S .----/ ") ~ .- .. .Co . 'ul~ _J UJ 4J .--' -' .~ / -' fip ~ / .:!II (d),r;g'L91 ":;" :;.~ .-fJ:V), r;gL 91 .;:.. Z / ~ (J-'< '-:- ""<- <' t~(,. -ro-.if;, ",f:"c -< .:-;::. \. f_ \iJ' -< t'l ~~ 1'~l ,~~ I ~ ~/0U) I t::J >-- f} ~ I ~~ Cl:: ..:/'" ::JCl:: ~ ~~ 2 g G ~ ~ l0C'J I" I ~V) 8 q-,:> I 1-;3: \Q t::JCl. I ~ - f',,'::;- ~-- ~ q-~ ~e:, I..C) c.jC>::l ,~c, \---.\ \~ :::?: I() C'.j <.0 \-- ~ 'c ,- ~, .'") L--- . .>--0 co --.-.*'JAj -.-- ~ WM - VvM -- 'NIl'/' -'- WM - WM - WM -- WM - WM - ~M ,s;~ --JQ1 CJ .~ " C) I..) -::::. ~ . ct :c: o"^ C)Cl \5\0'"' - -::., -, . 6\S\~ --\ . U ,,- ~~, ~~ ~(tJ V)--J :;,: ,-.....-::---:s:: c--', () ~, -:--G' ;:::::..'-..:..~"!:... rDl.C')~1() Cl~c::.~ . IV') <::,1<) Cl___ c::....... Cl . :i -< :r:... C) M"OO,t9.68S :AJ".Z9,f'9.6g'S s:,. ,.p "lk "lk 'll/,!! -,c; ,;. r:-' -;.. i.U . <1<.1 o .,- 'oJ 0 '" "'/--< ,3 <3 "- "- I I I I~ ::> ,?; .-.-J ~ ~ ~ :;ANITARY SEWER MAIN UNKNOWN SIZE lS :< -jI I I ~ I i I L,j -.J - C(j V)- ~, ~...... ::Jc::.~,- I.() " - c::. --..JQ)~o-, '-' C),~ ".- '-'-- ' I.. < ",")'-<.)' ,,If) ~ 0::'''' Clc::. - 0:: C'J ::J Cl -::--- (:> ~~ ~ .~ f-. ~~~F-:~ ~~ ~::----~ L..J <.0<0 (:> C) Cl C) OJ [l:J ,"I- ,'t -<<l:i:r:'-OOJ c:::,~"'l ~ (...ll.r) l1) iJ:: 'i-:'t _-Cl'o, ::r: 0) '" o 'i- v) lrJ I ~ I i I ~ 1~2 Z6~ ~t<-j .....; I ~~ ,So ,So :::;C>::l'l- ,,=,t<J,- -I ~ ~ C)c::. <'<' :::; ~ ?- E1~ C)~ ::JCl:. ~:::, (J 'f) ~ 1./1 f-.~ () < => ~ ::;; ~ r- '", f-. ,;. ~ C" ;:;-1- -,I. V\ to ~ ,'-' "lk'-r) r- '. ~<>:> ~~)()~ ~ r- '.. .. c--' ~ r- '($), .. c--' ::;, ~ :r:... 'If) ~ ct:l0 ~c[ ~ ~ 'I- X: 't I ~ I 6" POTABLE ~ WATER~ ~ Ej~ 1 2ct 2 --..J::J ?; ~~ I ~~ -< ~ :) ----' .".. ----' o r.$1 <p. ""c" r."" ->,. ->' r..p 6'. S'~ o l ~o: ~ cl'i~ QJ8 .,.. (...-) .::::0, ::J C) lI) o~~- ~~~ "yA.0 ~ (J -< Cl (J '-<.11 ~l --..J1 f-. ~: 1 -----'5' 7'---- 1 c---I I '0 r-; ..:> I~ ("'..9 r.... I .;~ . " '2 MS.J .m'-M~CI ,at' ;..j' ) ;:::- ,~:--- -- vJJ3d~~W03? ' . wr?? WM '", k. 8CJ~.JNO.J g'O 'a- (7),~OII 0 <' .,. (). .~ - 90 68'C; 0 ~ ~ ~W,~60LI "&AU' . ' r'" ';.., ~ ~. ;<9. ~ ':0 -.0 '.-;::< ~PORARY SlL ,.',f,E:NCr-- - ~~2 <9.;.-~ ;n60~ 6'<9cLOCATION (TYP.) q2.. \ \ ~ \ I :;: 3' f-. -.J 1. Q. tr) '<: .;'~, 0.'7--t- <:"'2 ;/ e .11' So II) c..J ~ .t', .,... ~ .; IWM~ :: ~~ ::-; ~ I i I r . ;n. ~tl jt ,ll 'I :>::"'l s: \ I ,1~t { t \ '! ~t I I -:-~ 1 \ I~r ~ ::-; ~ ~ I ~~,t :>:: s: ' I I ~I 1 P't ~ 'fo~j ~ 1" ~. I ~):t. r.o :s'. .p~ ,_ ~\_""- __!,,:~y;,~ ,'iN '" '~'~WM - WM _ ~ " --"'- WM ~ WM ~":, ,. .. .- --n3CJ1S 53NOr -' 0- ~ RCW....-- R~- '8" p?TABlE WATER,. C C~ . 6" <i?OTAB~ATER ~'-8" ~~CLAIMED .0'.... '/.s>. '",. ~o. . " . ~N 0'2 O'c" 0'2 6'~ ~ SAN SEW ~"'. 6'2 :r--- 0 0 -t;r-.----. 0 !../ V ';0 0, <:"'2 r...9 ;n. ,~ r.", 6'. "--2 111.90,1 t.69'S M,,6/,8fr.6[f'S ~ (:J),OO'L6 (77'1 CJ3/1,O) (7),96'rQ ( ) (.J),9Q'OC;L 'M,,90,1/7.68'5 (W}J'S[9 J1 ,['fJ'96 'M,,8Z,6t.6fJS (W),9L'Ot;IM,,/70,6fr.68S (7),98981 (W),Z8'981 'M" qt. 9p.68 N 'M..Lfr. tC;.68'N :f ;:: :f ;:: r- -... '-. '" c-' WM ~, :>:: s: ... '\0. ~ c- ',- .- r- .~ C-'. ~ r- '", o 6 ,,, <: G,S: ~Q:- 0::, 0::'" "t:'" ::t ... 1----- ct (:', Ll. c'"- -0;.. ~ ~ '-", .- C' .... r- .~ o. o .... r- ."" o. o '" i* ------- RC I. & ~ & TREE REMOVAL LISI Tree Number 17 38" 24 19" 38 35" 40 7" 42 26' 46 30" 53 12" 64 14" 69 10. 71 10" n U" 73 40' 74 50. 75 6" 76 6" 77 13" 81 8" 82 E' 94 14" 96 30" 97 9" 98 9" 99 9" 101 9" 102 10' 121 5" 124 10" 125 10" 126 5" 127 6" 131 7" 132 19" 144 20" 160 ~ TOTAL INCHES 1,53f!" GRAPHIC SCALE 30 0 ~ 15 I 30 I 60 I ( IN FEET ) 1 inch = 30 ft. LEGEND i;. ~~ ~~ lr) ;' ~ 'XX C'\J ~. ~-X}< EXISTING ITEM/TREE TO BE REMOVED ~ PAVEMENT/BUILDING /CURBING TO BE REMOVED DEMOLITION LIMITS ~ 111111111111111111111 SILT FENCE TREE BARRICADE EXISTING TREE CANOPY TO REMAIN 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ENVIRONMENTAL TESTING REQUIRED PRIOR TO DEMOLITION. 2. CONTRACTOR SHALL REMOVE ALL EXISTING UNDERGROUND UTILITIES PRIOR TO STARTING SITE GEOMETRY WORK. Size ~ Live Oak Live Oak Live Oak Holly Laurel Oak Live Oak Laurel Oak Live Oak Norfolk Pine Live Oak Live Oak Live Oak Live Oak Slash Pine Slash Pine Crape Myrtle Crape Myrtle Crape Myrtle Hickory Live Oak Crape Myrtle Crape Myrtle Crape Myrtle Crape Myrtle Crape Myrtle Hickory Crape Myrtle Crape Myrtle Bald Cypress Bald Cypress Bald Cypress Live Oak. Live Oak Hickory HARD'.^lOODS DRIP UNE _1,,1 ~ ~ 4.0 3.0 3.5 3.5 3.0 3.0 3.0 3.0 3.5 3.0 3.5 4.0 3.5 3.0 3,0 5.0 3.5 3.5 3.5 4.5 3.0 3.5 25 3.0 4.0 3.0 3.0 3.0 3.0 3.0 3.0 3.5 3.0 3.0 SPEI:IF1CAtlDNS - IIlIOIl IWlRER 1. IINt.Ul RADIUS TO lIE PROTECTED: A. HAIlDWDODS - 2/3 ORlPUNE B. CONIfERS .II __ _ - ENTIRE DRIP1.1Ht. 2. UPRIGHTS - NO ~ 1HAN 2. X 2" LutaII. 3. HORIZONTALS - NO LESS ~ I. X 4" LUWIlER. 4. IWlRIERS SKIU lIE ERECTED AROUND AU. PROTECTED TREE5 AND PAUlS, AN> IISPECTED BY CITY IlD'!lfS[NTATIV[ MFllft[ CONSTlWCT10N BEGINS. O. UPRIGH1' POsr.i ARE 10 It AT LEASt 4 FEET IN l!HG1H WIlll A 1I1Nt.tlJ.l or 1 roar ANCHORED IN OIIOUIIl AN> 3 FEET JIJCNE OROUND. e. _IERS TO REWlN IN PLACE UNtIL AU. PAVING. CONSTRUCTION AN> I€AW EOUI'WDfT IS OUT or NIFA FURnIER 1Nf'llRIlATION MAY BE OBTAINED tROll THE lJ\ND RESOUIlCE SPECI.tIJST "T 582-4741. UPIllGHT TREE BARRICADES No T.S. PALM REMOVAL LIST Tree Numba' Size ~ 33 34 48 49 SO 51 52 66 67 68 78 103 105 106 107 108 109 110 113 114 115 120 128 129 142 149 ISO 158 159 10" Saba! Palm 10" Saba! Palm 12" Saba! Palm 12" Sabal Palm 10" Saba! Palm 10" Sabal Palm 10" Saba! Palm 11 " W ashiDgton Paba 11" WashiDgton Paba 11 " WashitJston Paba 10" WashitJston Palm 10" Saba! Palm 13" Saba! Palm 13" Sabal Palm 12" Saba! Palm 14" Saba! Palm 11" Sabat Palm 13" Saba! Palm 12" Sabal Palm 12" Saba! Palm 13" Saba! Palm 12" Sabat Palm 13" Sabal Palm 11" Saba! Palm 11 " W ashing10n Paba 12" Saba! Palm 13" Saba! Palm 15" Saba! Palm 20" Saba! Palm TOTAL PALMS TO BE REMOVED =29 PINES DRIP LINE ;; ::I '" i 'i '- ~ \1# 3.0 3.5 3.5 3.5 4.5 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.5 3.5 3.5 3.0 3.5 3.5 3.5 4.0 3.5 3.0 3.5 3.5 3.0 3.0 3.0 3.5 3.0 UPNGHT CITY OF CLE:ARWATE:R. flORIDA PUBUC WORKS AOIolINISTRATlON ENGINEERING - TREE BARRICADES LANDSCAPE STANDARD -.. D4/111/lD Ion ~.. ~, I..." 11I'1I'~ II."" .,~ II II 1..,....,.,. ,......, "'UI........ i t.' t.' , , i ~;, j"j,';, 1111 ii,,, . .. , .. ',.. I... ~.. .111 "" """. ~ i ~:';:\ [~ i~I~j:1~1'1~1:::r . ~~: :~[T~ ~HHi~~JmH1 U 5"..'.'.'.....'.........."...."......"".....'.'.'.'.. , ,-",",, "..'11""""""""''''',,,, I ,',. 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I ~ ~ ',0 I + + "'~Q "'~I --.- ~--- WM - WM- cw ~ ~ ~ ~ o ~ ~ ~ ~ ~ <r: ~ ~ <r: ~ z~ ~u <{ u o ..J I- U W -:l o Ct::: CL ~n z ~ M l'- z <r: ~ 0... z o ~ ~ ~ ~ o ::E ~ ~ w ~ <{ Z I- W W I (/) >- m z o F CL Ct::: U (/) W o ~ <{ o O::W>-Ul-OZUl o z DRAWN BY: CHECK BY: ORIGINAL DATE: SHEET 0:: W W z t5 z W ~8 Clo:: ~~ 0Ul Vit5 w UlO:: Ul ~< z>- :::lID ClCl ::JW <Ul >Ul o I-ID 02 ZW RJM KEZ 08.06.04 3 OF 1 0 ISSUE DATE: 12,07.04 , I I 21.~7' I I I / , , . . . I , , , I i' "\ /' .\ . x', ,.' ' j': :, ._- x x 20'x20' WATERFRONT VISIBILITY TRIANGLE '+ (TYP. ) DUMPSTER LOCATION + < r """ < . . t, LEGEND (TYP. ) , , , TYPICAL PROJECT BOUNDARY , , ; 1 , , " , , j ; .. ffi ...~~....... OVERHANGjFLOOR A~O~ _ _ _ _ ( ~. v~~~~~~y~~-~ ~~) \ ------------ EXISTING TREE CANOPY TO REMAIN -- . -'-'~'~""""" ~ ~ ~. ~ - - - - - -- X EXISTING TREE TO BE REMOVED INTERIOR OPEN SPACE , " J i. I ' B f;r;': :'~,:t:~<'::y~: .. 0 ' , " LIGHT' POl-r~ ~ . ~ ~ . ~ + + , ~ 4- '~~3 ..:.~ ~.' ' ~STAN:RD~L~\ATlONI\. c.' SAW CUT & MATCH PAvEMENT ~' WIDE ARCHITECTURAL (W:/ 6" STAIGHT CURB (TYP.) GEORGIASTR CONC. SIDEWALK & BANDING' ALONG GEORGIA SlREET &: . , RJIIV . PER CITY STANDARDS OSCEOLA AVE.' 40 (SEE ARCH. PLANS FOR DETAILS) . ^-~~ __A "" ::; ... ..., ,\!:;:;}r~X~~~ , . ffi..... ..:,'n: ...... .....'1 1 ~ t~y~~~V v [G] ....~/~ ,:~' ....'.. ' ". "! ~"'" .r', ' ~ vv~ v ...~ '- fl'!':"' 3 i;~: .~ :~T .'t. I" t ~::z~::y~ v / ,'. ~.~~ \ ~:, ". :'~ "... ....,. 'V' [/:l.f. :~R1SONViuAGE 'HA~fuSOthI1UAGE v ...:;'::l'.l.; '::.[5 __pUMPSTER : f: ;;:: 3930.ee'$F.: RETAIL ~~: : ,(:..: ....... - .~ " L~A]1ON ,: ...t :.' > FFE. 3160 .: I 1155.00 SF ~~v ~:..:;::. HARRISON' ~,.. ~ :-:.~.::.-:~ :: Ij '~.' ....~, FF~ ,*~1.60 v~~~~~~~ ~ij ~~.~~~: ~~:~=:~.~~~~_..i~~~'-:;,-;'-~/-r:'(. ...: ' ~ X . 'I. , .' ' t.~;J /' 27ll : ~ . O '. "A /' l 284---.., "'\ I 'f I ~, ....~f..~1 f( J 25.5-", (2) "tfo PARKIN~_ I ~ .,. \ .' !Jt-: I , . iBUS ZONE~ Ioo------~_T- ,~..'. ---~~. J ,;' ~ ..:!\:;~ _ // r I X l~> I . , '.. . it). ,1.'" ' . ., ",,,, ., 1/ ' ..x.,. ~, .; i:......"'I(.'.,.,~,I,1 '" - - x- _ //5: ~~ ' \ ":(', .:::R~Et~AY'LLlAGe ":'~,,::~'~ ,...... .~. ,. f"\I ~~.,.: ('lS. '7::J--:--~ .': \ 1 3.589.00 SF . . _.:.,_.,_........~ --,' I ,FFE-31.50 ,:J:.~~. f' \.I:::::J (.... ,')~' I ."" ',"~~'~' --r--r ~.r.k~.;fnh,n,"i'l'7""~....,.,'"'~-m~~ .~,': I., I " ": . -.-' "." , '\ k'" \~, I . t.':: , \ c~..,-_...."t, '" 1 .f.~~,,~, ~:: .. ':'~ i.".." '~~: \'~.~:r.'..:,.~~ .<~ \ ....__~;7/....y , .~r..,~::.-;;::::"~~7~~.... . I ~~~~~~~~~~~~~~~ " . ""', ' , ' '.4' , //::>~. '" , ..r-"^" j.f.,~ ,/--;:--:--/ /--', ,/,/--" -:c-:?"~ ".' " ,L,_ If"" 1 1 . " .A. """'- 'u I ..~, -; \ .. / ~ . ~ '. . ";'. '.le,' ,.... . ;:, ,\~~e.N - )~ ~~ERA~p)" : "~~r~N: <1 ":~ ~" .> 4. ':.' '~/~..' ~'" . '';.Ii fUEL TANI< t ;" ~ ' t ',': ~ "'\';6:~'~',90~F . / i..OCA110N 1 \' :'3.34'7,AM1F I' ' ~Ti.731 ".- {,rFlRi'!:'UMP !. :'~'F,~E.,~~1iO ! _~'-'~-'"'>:,-.~'~~~'~~ :':,~,_,_,_:n~_~ " ,..;/ ,~ _ ., ,) >, .' ,''''. '<,~,.'-'.,., '. ..:'~ ..:". p~' /..,.,..". '.',." ,,.:,,. ",..~....""",,;,....:,,,,,,,,'+I~"""" ,c..,..-',-.,' "~:;~ ,.".".>..."...." "" A JkJe:~r ~,;; ',' ;: x r"~" ":~~"j~",,:,,.> ~d::~ >>, "", '.' .i VILLAGE , , ~. X : . . RETAiiJRETAlL "';' '~: ',." f" " ,.'-, '''. > 2,665.00 SF v - j fit, .i-.. . , ........, . '.. ., ;) ,'. \.. Ff:Jc: · 31:50 ; :;<:7 :'~i ...., . " \. .. .~. / :~: ~.' ':':.' ,~;l-; :il0 ;. :: f:, '.:,7...";-- > .":'1 CONCRETE SURFACE WOOD DECK / WALK ASPH AL T SURF ACE BUILDING FOOTPRINT INTERIOR CONC. SIDEWALKS ~~~~;t~~~t: H.C.' RAf.1PS . PER FOOT INDEX /130~' . . C~OSS WALK PER '. FOOT INDEX 117346", (~. f . \... ~ , t GRAPHIC SCALE (1) Rl-l STOP SIGN & (1)' 24" STOP BAR eo I 1 \ ~3' t j , ., r ~ 15 I 20'x20' INTERstCTlot:!~ VlSIBIUTY lRlANOLE ( ( > I ). .....-"""'./-~'V"'~"'.....,{ ( REf.10~ EXIST. CURBING . & CONSlRUCT 2.0';b OF ASPHALT PAVEf.1E:NT j ~ ~ ... -~.r_- ':10 \ ~ I ( ;:. > ) I-- JO , ( IN FEET ) 1 inch = 30 ft. l~ l~ )) .... I ~ - /'- . ... ~ ..... ....r \ EXISTING TREE TO BE ~ ROAD~~~O~Jt~t ,~ ~_...t_~... - ,~ . . I, 'I : I I ..:... ......'_1 .., - .....-..... ~ --- .- .., r " 5' WIDE ARCHITECTURAL \ > CONC. SIDEWALK &: BANQNG : ( (SEE AR~t p~l~sR~~IR~E~~r;) \ '-......~~~~... _\ -- ~~\, w ( f~ .~~ ( ~~ ~ .~ o STRAIGHT CURB (T,yp.)...../ , 20'x20' SIGHT VlSIBILlTY-----. lRlANGLE (TYP.) ~'~~ (1) R1-1 COLUf.1N' ~OUNl!D r STOP SIGN & BAR--' (1) R5-1 "DO NOT EN~R" SIGN~R , '.:.: ~ .) (4) H,C. RAf.1PS PERl:j"-' FOOT INOEX 1304 v -;l'r.:.:. +' ., , < Co .;j" 3 " .., -::-: ~, . )~" -.:: . . ': X ::~,~ r""".T";,,, .. ',' "/ ). , II I~- tt .,...; ,- -~ " ., '1 j RlSON VILlAGE LOBbv 889.41 SF ~ ~E .. 31.8) .::~ "."_:.'i~~.> ,~ .' '_ -1'_1-_1_._ _ _ _'I~~_~_-- ~><.^t^ . ---- ----- ---- -- x . 5' - ffi : g' ACCESS 3 (, EASEMENT , ). : ~ , .,..'t:: ~ ,] -- I Iri "' J i '- "; ii 1''-'' ;: r ' .> - j'>~ ~J,,,,,,'JOJ'4JN.<.......,.....~,....,J.o,,,,,''''''''''J_ .. J,_ ..:... _ _ _J_ . ., i ,: ~ ;: ! \-,' . ""' : :: 1~ , 5' PAVER CROsSWALK~:(. CROSS 5HALr~~~~~~~5~~--e ~R FDOT INDEX *'7346 (!::. , '1- : .".~. ~ ~u I - I ..;." --= '. ~. f ., ~. 1 ~. f ISLAND viEW ~ PARKING GARAGE , ~ CONOOMIfIUMS J' 7,79SSF 1 FFE = 25.6 I . ..,.. z. 20'x20' SIGHT VISIBILITY ;; ... TRIANGLE (TYP.) I',l.'.. " I:," ,. ~ . ,I ' , .,..', .' i', x 1 - . /'V'......'V....,.~ ~~~~~d. .. ~.'.,. l!',.-,':: ~S:M'~'- ',. t. r ~ 0'. R xO' ,. ~.\ (" t i ~. R> c., ~~~~ . (J '" .r:; ",. c:f. <:) ~..l.. ~ - <v~ .1 " .~ -+ ~ .', ~ ~ *' J 5' BRICK PAVERS l; SIDEWALl< PER CITY Of'-.... . 1 ..., .. ;f'---CLEARWAlt~DnAlLS ~~, ) I ;/ ;t., '_:."; ;~ I //, +. .~~.~J,~.::.;~.-)~ ;'~(~~.~.., ' "6' 1 ; c'..r~~r~~~~~.::i,~~,<,"'~".. ~ J ~ ' .. '.....,"..,' r::.-__Il~.._ -- . . :'. : -- 1~ l-..J...I'" I .. :.J -' ~ 3 "x:' -. : .~. :. J R"~" ,. , , -v--.... ..... ~.. i>..... f' '.' -- :, ',' J - , 1 PARKING SPACE alLow p ,;'" . --' )( t:> j;..~'.~. .;mm::-1 '~ \. "';' _ ...:. .... '~,-; J "i ':< '" .~." ,._.11 " ...... > , ' I I 11', " :~.; 111111. I . J".j! 5' PAVe:R'CRQ9s~ ," ..,~I., [JlJ ~ ;':' 1 /' w/ BANDIN01(TtP.)~~,~.- ";. . . . ! . t ~oss SHAll. BE CONS'fflUO(ED <, ': ~ : " '~J~;' :... _ _ ',' '. ---)/:~,'" ,t~lr~:!~o:~ ~~~WA~RCF~~.~~'~ <If. . ......~~\ ',. ,. _ ,J' ,." r, . ,{v v<Vc n_ _~_n__;:::X I#~ X X;;"~ ' i ~ / : j _ _ .. _X~ So _ _ ~_"-" '''P:kj + STRAIGHT CURB (TYP.) ./ :j ~Jjl, I 4. WI-IITE TRAF'F'IC PAINT (TYP.)J , (2) Rl-1 STOP SIGN WI STOP BAR , ~ , (2) R5-1 "DO NOT ENTER. SIGN ;; ~( 20'x20' SIGHT VISIBILITY TRIANGLE (TYP.) , , 5' WIDE PAVER WALK & 5' SIDEWALK TRANSITION > TO MATCH EXISTING SIDEWALK PER CITY OF CLEARWATER DETAILS (Tip.) L 1:::.... c. 6' HIGH BLOCK WALL (SEE ARCH. PLANS FOR DETAILS) (TYP.) ""-:: ,. I S' WIDE CONC, SIDEWALK\ .> 4' HIGH FENC~.1- (SEE ARCH. PLANS FOR DETAILS)!". . 10,~ ------r- 20'x20' INTERSECTIO~+ VISIBILITY TRIANGLE) -.{' < A CROSS WALl< PER mOT . )~'pE,,#~7~4.I!. -='./ . t-<'" (2) H.C. RAMPS~ r-~' . t PER FOOT INDEX #304 ~ ~ ,~~ FOUNTAIN/pUBLI~ I . ART LOCATION (SEE...J ARCH. PLANS FOR DETAILS) l' HIGH PL~NTER (TYP.) (SEE ARCH. PLANS FOR DETAILS) 20'x201 INTERSECTION VISIBILITY TRIANGLE ~'? ~ SAW CUT &: f.1A TCH EXISTING PAV9.4ENT 4 ~ 'tJ 'IS'. ES STREEt C1 RIW lRANSFORMER PAD (TYP.) '\ STRAIGHT CURB (TYP,) 4' HIGH BLOCK WALL (SEE ARCH. PLANS FOR DETAILS) (TYP,) I j' '-j d " >' ~ . .,.- I ~ 1 i-' - - . ~ )c XI . i I I I I i I i I~ i-';!I '". ;- ~ ~; ,I :i , , -.: It .Jl '. .. ~ I' HIGH PLANtER (T'l1?,) , 20'x20' INTERSECTION: VISIBILITY TRIANGLE i ~\? & '-v-~,,;> (2) H.C. RAMPS ~FOOT INDEX 1304 '" "--"'--"'" -'" 'r-t. , -. .-, ~ ~":J' , in r-: ~ "iiw ~z 20. Q:N ~. ~ in ,..: ~ . --i'o.-tS' STRAIGHT CURB (TYP.) li SAW aJT & f.1ATCH EXISTING PA~MENT FOUNTAIN/PUBLlC ART LOCATION (SEE ARCH. PLANS FOR DETAILS) ~ ~":J' z ~ ~ ~~ 0:::- 018 ,u. :J: ,I- ' ;~ .z 1- in r-: ..... <.!l Z ~w 9~ ~ in r-: ..... --i'.j 'S' ffi ~""v-..."....-......-...,,-,,-\ 5' WIDE ARCHITECTURAL CONC. SIDEWALK & BANDING PER CITY STANDARDS (SEE ARCH. ~ PLANS FOR DETAILS) ~~........... ~ --i" 'S.: H.C. RAMP PER FOOT INDEX 1304- GENERAL NOTES: 1. ENGINEER/LANDSCAPE ARCHITECT: KEITH ZAYAC & ASSOCIATES, INC. 101 PHILIPPE PARKWAY, SUITE 205 SAFETY HARBOR FL 34695 (727) 793-9888 Bus (727) 793-9855 Fax 2. SITE ADDRESS: PARCEL 1: 09-29-15-44352-002-0010 400 JONES STREET CLEARWA TER, FLORIDA 33767 09-29-15-44352-002-0012 303 OSCEOLA AVENUE N. CLEARWA TER. FLORIDA 33767 09-29-15-44352-002-0020 410 JONES STREET CLEARWA TER, FLORIDA 33767 09-29-15-00000-430-0300 309 OSCEOLA AVENUE N. CLEARWA TER, FLORIDA 33758 09-29-15-14310-000-0010 410 N, FORT HARRISON AVENUE CLEARWA TER, FLORIDA 33758 09-26-15-00000-430-0600 308 OSCEOLA AVENUE N. CLEARWA TER, FLORIDA 33756 09-29-15-53370-000-0010 304 OSCEOLA AVENUE N. CLEARWA TER, FLORIDA 33756 09-29-15-53370-000-0020 302 OSCEOLA AVENUE N. CLEARWATER, FLORIDA 33756 PARCEL 2: PARCEL 3: PARCEL 4: PARCEL 5: PARCEL 6: PARCEL 7: PARCEL 8: ZONING: 3. PRESENT USE "DIP A TTACHED DWELLINGS / RETAIL SALES & SERVICE RETAIL / OFFICE / ATTACHED DWELLINGS MIXED USE G..........~~.....-...,...~'-.,.......,,' 167.509.05 SF 3.85 AC ~ I::... 125,275.98 SF (PARCEL A) ~ 42,233,07 SF (PARCEL B) ,-^~~A,_.A,.",./' PROPOSED 5.17' MIN, (NORTH BUILDING) 2.47' MIN. (NORll-I PAVEMENT) 19,52' MIN ('M:ST BUILDING) 21.57' MIN ('M:ST PAVEMENT) 10,31' MIN. (SOUll-I BUILDING) 11.00' MIN. (SOUTH PAVEMENT) 14.16' MIN. (EAST BUILDING) 5.00' MIN. (EAST PAVEMENT) 8.30' MIN. (NORTH BUILDING) 0,00' MIN. (NORll-I PAVEMENT) 10.20' MIN ('ftfST BUILDING) 0.00' MIN (YifST PAVEMENT) 11.42' MIN. (SOUTH BUILDING) 0.00' MIN. (SOUTH PAVEMENT) 13.25' MIN. (EAST BUILDING) 0.00' MIN. (EAST PAVEMENT) 7. ALLOWABLE MAX HEIGHT 30-50 FT. PROPOSED BLDG, HEIGHT 50-10" FT. (HARRISON VILLAGE & ISLAND VIEW VILLAS) (FROM FEMA LINE TO PARAPET) 171' FT. (ISLAND VIEW TOWER) (FROM FEMA LINE TO PARAPET) 8. SOLID WASTE COLLECTION WILL BE PROVIDED WITH ROLL-OUT DUMPSTER, TWO DOUBLE DUMPSTER :::NCLOSURE, AND TWO COMPACTORS 9. EXISTING BUILDING FOOTPRINT AREAS TO BE REMOVED = 36,222.48 SF 4. DEVELOPED USE 5. TOTAL SITE AREA 6. SETBACKS: ISLANDVlEW CONDOMINIUMS & GARAGE REQUIRED 0,00' MIN. (NORTH BUILDING) 0,00' MIN. (NORTH PAVEMENT) 0.00' MIN (WEST BUILDING) 0.00' MIN (YifST PAVEMENT) 0.00' MIN. (SOUTH BUILDING) 0.00' MIN. (SOUTH PAVEMENT) 0.00' MIN, (EAST BUILDING) 0.00' MIN. (EAST PAVEMENT) 0.00' MIN. (NORTH BUILDING) 0.00' MIN. (NORTH PAVEMENT) 0.00' MIN (YifST BUILDING) 0.00' MIN (WEST PAVEMENT) 0.00' MIN. (SOUll-l BUILDING) 0.00' MIN. (SOUll-I PAVEMENT) 0.00' MIN. (EAST BUILDING) 0.00' MIN. (EAST PAVEMENT) HARRISON VILLAGE 10. ALL DISTURBED AREAS 'vVl THIN RIGHT -OF - WA Y SHALL BE SODDED OR PLANTED. A R-O- W USE PERMIT 'vVlLL BE REQUIRED FOR LANDSCAPING AND ALL OTHER IMPROVEMENTS 'vVlTHIN R-O-W 11, ALL UNUSED DRIVEWAYS MUST BE REMOVED AND REPLACED WITH CURB SIDEWALK, AND LANDSCAPING TO MATCH EXISTING CONDITIONS OR BETTER. 12. FLOOD ZONE: THIS PROPERTY LIES WITHIN FLOOD ZONE "VE (14 & 15), AE (12), & X (OUT SIDE THE 500 YR. FLOOD PLAl:f' AS DEPICTED ON FEMA FLOOD INSURANCE RATE MAP NO. 12103C0106G. 13. A COMPREHENSIVE SIGN ?ACKAGE WILL BE SUBMITTED UNDER A SEPARATE PERMIT APPLICATION. 14. THERE ARE NO UTILITY EASEMENTS IDENTIFIED BY THE SURVEY ON THIS PROPERTY. 15. THERE ARE NO ENVIROMENTALL Y UNIQUE AREAS ON SITE LANDWARD OF SEAWALL. ,.,(/ oW ffi 16. PARKING REQUIRED /'v"'''''-''~''''-'''V'-v-,,''-.,,--v''-'''~-r rJ y,~ 3 ATTACHED DWELLINGS UNITS;, (191 UNITS)x(1.5 SPACES PER UNIT)=IJ~;<3PACES ) 8\ OFFICE/RETAIL {' (20.194.00 SF)x(4 PER 1,000 GFA) = 181 SPACES ) qo - oJ. ; TOTAL =~8)~ACES i 1tl-1'v . '^- .A.. ... . .. - . .~ - - ~"ll..A. ,,/ 17, SITE DATA TABLE:'lJn<..:~rl. 1'd?i(" REQUIRED: " .--~ ,,' v ,",' ~.""......-v .... v V' ...... .,.,.. A. TOTAL SITE AREA: f 167,509.05 SF (3.835AC) 167,509.05 SF (3.835AC) /A B. TOTAL OPEN SPACE: \.19.541.51 SFJ1~2 }-CL ~57~65.:.97~SFJ1.~1 ~C) N/A C. BUILDING FOOTPRINTS: ~j(22218"'SFlD.2T FAR) 75,648.42 Sf rO.4"'5"FAR) N/A E. SIDEWALK/DECK/PAVED AREA: 51,745.06 SF 34,594.66 SF N/A /~QJAlr.JM~JIOl).~~,,r-'" ,~,:z.~:Z~~lq,24~~Uq,p&~::l 1::...3 (G. PARKING SPACES: ~ ~ HARRIS~ V1LLAGE AUTOMATIC PARKING - 2361l.' 'f (191 UNITS)x HARRISON V1LLAGE AUTOMATIC PARKING - 28 J L (1 5 SPACES PER UNIT) "7 { \[ (RETAIL/OFFlCE PARKING) @u \'v . L- \? HARRISON V1LLAGE m-Sl1E IIoIPROm.lENTS - ()" '7 r 'L.. U/v /II' ~ 7 ~ l (FORT HARRISON & J~ES) rJ ~ (\ ( \f' ----- I ISLAND VIEW AUTOMATIC PARKING - 68~ C, : ~ l{ 7 I ISlAND VIEW TOWNHOUSE UNITS - 2 1 I (20,194.00 SF)x ~ I ISLAND VIEW SURF ACE PARK ING - 9 (4 PER 1,000 GF A) ( ~ ~SPACES TOTAL ~SPACES TOTAL lr 368 SPACES TOTAL ~ ll\C,()rrv > H, VEHICUL\R AREA (ON-SITE); 37,367.90 SF 2,931.0 SF < ). I. INTERIOR LANDSCAPE AREA: - 931.08 SF (31%) 293,10 SF (10%) < > J. UNITS - 141 (HARRISON VILLAGE) (3,83 AC)x ' )> - 50 (ISLAND VILLAGE) (50 UNITS/ACRE) ~ ~ 52 191 UNITS TOTAL 192 UNITS TOTAL ( (18. GUTTERS, DOWNSPOUTS, UTILITY BOXES, AND OTHER MISC. SITE FIXTURES WILL BE PAINTED. ( > SCREENED, OR OTHERWISE CONCEALED, OR BLENDED IN BUILDING ARCHITECTURE ~ > 19. PEDISTRIAN SIDEWALKS SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF CLEARWATER'S~ ( REQUIREMENTS AND STANDARDS. ) ~''''''''''~~-'''J''''',~,^""",^'''-./''o...../'''''' /' " ,,,,,,,,,,--,,,,,~""',""'~,^,,J".>""'~"_..f......,,,____,(,,>,.~,..~........>.................~~.../ M" H ~~ ~, .',;=a~~aa.anl.,aa. ~ ~ ~ ~ ..a.. a a"". a io a a ii,.,.,., ~': :: ~~~~C~,~~~,::;;:':~ \J ~:. :..~ ::::::::::':::::':: o t~;li l!:!!,llijill!, z ~ :,~;;~::i....~~r..m -V)... ~:: [ri~l:.:~::'t~::'~~~.~::,::::: ,I, I.... ~ ~ ~ .. It ri. ",,;. n a" ..." a a I I ~ ~ ,. ~. I."..". Ii""". .... It,. I. I ... ,~ . ,,,.. Ii"." a" M...." Ii lL1 ::J :: ::::: :::::::::::::::: ~ ~ l!i:ii:!.~J~lj~II~1 U r: :::~::' ~:~.~:~~:':::~:~~ - - '" .."'. ,....,............. O ~.l.;:::~[i~mli.Hm~[H <( :':.:':,:;::::::':::':'::::.::::'::,::' V) ~; :~:::::m~Hmmm V) 0: ::i::~i:,;;;;'''''''~:~!F: <( If):::: :,: ~::::::::.:.::::::::: ub ~: fir: .!I~illii!~I! u "~~....""'...."'.,,~' <( )~ ~~m~!i~ti~~ .. : >- \J"~ S :::::::"""'.. <[ 5i:~~: N uJ ';ct:";,, ::~'::: ': r: 6::w HE..; \J ,:~" .:::: ~:~;.: "f 1_- Z :'1' :<',ll~~:; '~H I ::a.M' C u..J:' ;:Z;:::::::;;"':,,:::lit: II I .-I;: ,>"::::~:::::::.:,, U-J z:~,: t11mG)~'''~ ..... j U' ,5:< ""',,::c:.. " .;::L. '~~ ~ t:::::~;:~::~~,,'~ " " '''In, """" " " "" , "i (3 < H ~ > z o t/) ~ ~ ~ ~ ~ W ::E <( Z I- U W -:> o 0:: 0.. NNN :><:: :><:: :><:: 0::0::0::: ~~~ <( <( <( ~~~ 0::0::0::: <(<(<( WWW .....J....J....J UUU lLlLlL 000 ~~~ Quu l2ffiffi 0..0.. w ~>> ~~~ '<t '<t "<t- 000 l.D0'i0l NN<'l crici~ 0..-'- ..-NI"'l DRAWN BY: CHECK BY: ORIGINAL DATE: SHEET E-4 Z l{) Z 0 l{) t:r:l Cf)t- Iood ~C'J ~U~C'J ~ ~ 3j53~ ~ t:r:l~~&S Q<OE-4 t:r:l~~< ~~ ~ c..?OZ~ 3U~fj ~ t-U E-4 ~ ~ I--l ~ o ~ Ii-t z j ~ ~ ~ I--l rJ2 --- -,-~- --'t ..' .,. 19.52' I L.... _ . 20'x20' WATERF'RONT LVlSIBILlTY TRIANGlE (TYP,) + "..--.... ........, ...... IT) - - - - - _-1'.' ~ I ,// 44.73' , ~ ...----------- ~- ,~.,. ',,;' . ..,.,. './ 1// r / ("- '" ~ <':::"~~~)1 " .';';~:;VI~:,.:;' '.' :PARKlNGGAAAaE 11.883:~ sF..; FFE...SUO,:;; ':;,f!.I)<".! -:,l, " " ')., .,-.... ">1-, ",. ' " ...\ 'HARRISON' ~j , .. ." '..', ViLLAGE : ::. '. / .,.' '" . ~ETAlUOFFlCE " " "~":" ) 2,665.00SF ,,;. ,',' , .' . ~ . :..,., ,',.- , ..>.'; 'A' \. FF;.E -_31 ~.' '.'i..,--.. " " ,~:,,"., , -. ':' V ....-;.. ""!",:Y ffi "". & 4" WHITE TRAFFIC PAIN..4 rvr......:w-.. -..;',-" . . --:,.~UMPSl!R 3 '\, (. ", "': ,n, .. ","",., ~... ,)(.; J;.QCATlON , ::.~,:' 3 (TYP,\; MAlLROOM...l ""', ~.;-f.:":'~_"':' _' j .,.... ..___ ',"1 ..', ,,,' t "}:r 't .... .... ". ;: > <', ~;(" ;:k'~";?" ~:,,'" ,-~/~ . .. . ~--: ~111' ~ ~~;~~~.i,':;.~; F::;::"':~. . '. Ii ",; ;;'> :;\ . ..:i ,:;:; ; ~l':':"':"'''':' ~;:;. ',.,.:':'..,........;..':: ." ~ 'f. _ !.:r;..~~;,..,.,4i9:32$F,... ." " . IjHAARlSo~Vl6AGE';:.1 .: ',,',,>,'';.-' ,...: --',,;, "',,,, I' ~I.!('I('I~ ('<:~~:.--: ,'F.Fi:-.o'31S,'f ,..-' , ", I' '; ::, Bt.DG:' .~. 1"....)( . ,.-;., 'f'" r ,/'\ j TRANSFORf.1ER PAD R3' ,~~~;?: j-' n, 10'~'1' ::'rw,~~" ;7'; , .. . ": ':.;!' .,',~s:!~,~3 _~ (o.,.~:.}.:'<. '~;;, ...... , (TYP) ~. '1 . '." i',," :-.' ~; .:> """ .., .:" . '. ..' ,.:~; \'. , . ~, ';. '. .: ._ w' ..,;,t: ~;,: f.,'~:." {...' cr.:=:_ f~~;'?A1 ...., ,,,- ,,'c".';' '. , Eo, ~ '<.! I'"" -.;', ' j"" .. ,'"" ~[i?'''P'2'' '. " -, I), ,': ',.' ~ ;;;., x- I" "~1;1 1",' .,i ~I ~~.~ 28.0" :.;./:; .t-.~..;:,':; '; ~.~,~.~~." . <.::, ' i'.9"'."('.{~.....-.&.:17, ~.O k:~'~ .'~ ------- ,.,,-,>.~.....~,. l' '," "': .;".r'.', ," ~ ... --- .0 \ ,. ~:K(~": .:.. ~;:../'>~ .... '.,.' . ,. a~~' ....11 ~ /''''''''f;''''''''''''''''''''' I :D':;'\:r'l~ ";,1~'~~\,~' :::+. .~<~i,~ "Tf~: f; 7;.'~ x ~ ~~NYWJ3E 1".1","-", (' "',--' I "" F '. ~~{'" ~j~Hl;J('" I . "..' .' R25 -,~-+ - j' '-']" . (/ :,~~ :----.:;~~~!:- ~.~.',:. "'6rW l '. . ."~. ~ ":"3.~~~F .. (6) H.C. RAMPS I I' ,; i)( I; .;:~,.~ ~ ' ' ~;' , ,.. .,. '^.,... .." .,.,...~, """'''''''FFE'W''31':!O''''''''''' PER FDOT INDEX 130... I 'Lf-: ..:,: :1''''''''':':~=.::'' ... ~ /" ~ (TYP.) I ~ ':p..-------.~ "',' "",!, ~ 6' 5~~~~ 6~~~~~~~6~ ~,~ HARRIS~~~~' "~,: ' ~ ... l~ F ,..:. t5.'. ' ~j f~ ff '0' ~ '~ ~. ('.. f' f .;.j~;..;.....- -.- --f- :'.;,' t ~i( f' ~ _ '___ _. 1 . f i .,~,~~ (BY;~ERS) PLAY YARD f'~ . I, . ; ,'. r~..',~ ~,.jo:~'--' t'" I, : ,'.," ~, i~~k.'~" f 4,*'- (BY OTHERS) , ,;~,,' r; j (....'; ."..' , t. ~,>," ";,-:"",~.,.,, "';'''.. t' (;.: .... _,' ..' ~ . _ _ _... _,_'~_ .:' ,'.' . ,:'y::.~"':-f:.':Yr:)t.;: ~* ,:' tot::=< ~..'.""""';:,:"'.'r''''.. ~ ~";' , , ~ 1 '( ~, '.' , ' 1 .. "'~'1',: :: .1"":~~~ ''f,-~..:;:. .,,#; ;:",1 f~:. ' ., ~'>' __'. . ". .' "". : .".. ,,,.'i'.."'....:;.;, ,.~-..';I#' ,,",'.)''''' ~, ~ t. : ; ',;~,", ~ "~':';' ~ I :'.' : ',:>...~ --" ,," '.'~' ';J' " ......"~.... "'. '~'.. ., .'~ '~. ,~ .X. F;r:: , I' - '. . . . , --.. ". ..-"'1~--r~.~<t'~~...,..,,~:.>. ":;,..1 '~~::-ir-':""":'"-r~-7.':W---. ~---:- ---",,,:,"~~~-:--,,,:---:->,,,:.'jrmntr,'l., .".1. ;." ":., ~"::'~>: ,.;'::~~::.,~~:.:;~':~",':.'L.':'~, . ,.:" ; ; ,"n.'< ' .:,';~' "nj ."., " '..: '. ;", ..'. '. I-;--r;- t.':'. -! _li..:.CONI'-',:..',STAIRS :Sn,!:, ',:,IJ,'., , -....$(.",: :.: . l. I, 1 D.'. .".......,.~" ~ I' ,HARRISONVIUAGE v v v (,V,vv ~' j" ,. . . , 3 Vr ~"..l.: ~:" :,+', -. :'.."~ '.,.,:.:. ','. ./:.r. ~LDO(~"CAMF>TlSTOENR ,: ~.:. ;~~~"'~~"''''~~'''''''''~i'''''':''''''~'':'''''''~'';'''''';'~;''~'''''''''RET~rc.''''''''~~~'~''''''~' ~v'O'v ~ m .' ',: -~..,'. I? :ARCH,.'.PLANS F:OR~~..t.:HARRI':JONVlUAGe I ,~ ~":", HARRISON"..'.'..'.....'.....'.........',..,:'..,..,:::..,. .1........00. S'F .~. '.,:,'. g;..~~g7,"vv.:"',r,vvXXv,,"v'< <.. ,... ,. ,j r' '. DETAILS. .':: Bt..oG ' ':," , / . .. YIL.L-=oC DUA:J '. .'...... ni ^ .vv:-xx ';;;:;~>,v :.:;~iJ>.: ,. Ii :5' Q~tt'(~..)':'\'.. ::5,dOO.OO'~~ :",;".::..;:,~ L~j., . "I.~~' , .Z'-=;" r~ . '. 2,164.00 SF 1 . F'Fe-31.50 .,,' . l'XvVVV ~:&:7v~ . f- 1..- ~ I;"~."", e., 3 ':, ".:~ fFE-31.59,.," H.C. RAMP.. PER f.l)oT "1!lI .00<:3'& .::~'LH".__~L"""....; ... "",Nei':,;..,"':-:-: 'r.,F'I'"'"31.50'::'..,( ~ i...- 1 .. INDEX 1304; '1 vvv ~ 1 ,. ;. PMlEMENT\",;;... c' ~1' . ".. .. ..... a:.' >.'.. ~':': l. .. .XX: :~ t i ;.C: f v\.-:v (.Y,I~~~ 1",:;-",\;) \ t.'.~0:'~"~; ::' i ~:~:;':>'iJ ;:\. ,-.,~ ::,:';\:;;:'kt"" ~::;:::\::::~:;i~/:~;~:~)! :"';';'; " y:;:g;:&~~-1"~ ~v~vv Ii ~8&%~~:i~~v ~+{::...~IIF:;:'llr-~i.~.~> ' ';"; . '... .~, ~~7vv (;'C~~:?fV v ", T.o11 ,.;.:.iJ v.rl~ T,;,., -~< .:~. '~~"':' _ ~.:,.~;...,.~.I..."..", )..-Y-X w V,x) ... . _t.' ..' ~L.....J 1':~::i).'1 .. v - v ~v,:;~ ~~ vv~ =~~ ~=vvyw roo ~ ~ ~ ~ ~ ~ ~ z~ ~U <( u o .....J I- U W J o 0:: 0.. LJ :::E <( Z f- W W I (/) >- CD z o F 0.. 0:: U (/) W Cl ~ <( Cl o z O::W>-Ul-OZUl 0:: ttJ z 13 z w ~o EJ~ z~ 0Ul Ui13 w ~Q: ~< z>-- ::lco 00 ::Jb) <Ul >0 I-CO O:::E zw RJ"-'RJM KE2XEZ 08. <II:B())ll. 04 4 OF 1 0 ISSUE DATE: 12.07.04 / / / 28,5~/ I FACE OF BLDG.: 1,0,8,=28,0 I'" SODDED TREATMENT POND ""I 1~ 4 BOTTOM ELEV== 25. 5 SECTION A-A N.T.S. "'- "'- "'- "'- '-- "'- "'- iF ACE OF BLDG.1 I FACE OF BLDG.: TREATMENT POND SODDED Ifo,8. 28.0 ""I ."". 1~ 4 BOTTOM ELEV== 25.5 SECTION B-B PROPOSED PAVERS EXISTING CURBING PROPOSED PAVEMENT N.T.S. EXISTING PAVEMENT - - 1 0 %:t ~ ~ STRAIGHT \SAW CUT & MATCH' CURB EXIST. PAVEMENT <. SECTION C-C N.T.S. itMPORARY SILT FENCE LOCA"nON (TYP.) < , + -..... /......... J' \ , ~\ ~ ~~~~?YYYYVV7 ~- ,-, -, ,- ..' - ~~~-~............. -<7 ~~ ': : .:.~ ....~ .. '., RETAINING WALL .j !Ia~r::j \ ':',::~'I~j.,,: "r;""':":'v,~~;:~~,~., i~::~::.:' .:,:. 1< TYPE "En INLET GRATE ELEV-12.00 (NW)INV=4.00 JI,~.~ ~ - ~M ,.,: -. ...R-...,.... "',.J , f{ le'" ~ f ~ fl "'; ~ (. o '. ~ I . 25A 20.4 ',_.; r#. . ~ l . 1St.AHD vIEw r PARKING GMAGE/" " CONDOMINIUMS ) 7.195 SF G FFE. . 25.5 " ,25.2 3.0 "~, >c<' ..' .~ ,. . ,V;, ".' ~~ r ~AIN ~~GE) RAIN ~ "". f ,.,' .{~ " . , ^ . " ,. .' J' 2~.2 . I I ) 1 1 1 INV=0.501 # ',:,:'f ',. B ~ i' :.~. " , "", ,j~X :~",::~(~,X ';, 25.5 ' . :::;:;;-.;:::::;t;-~ ~ , .,.,.*,.... ..< L :lh:~~':';;'~::"7..~~;~'"':'~~;'. ,:' /"-':;/:';'.y '~, , .... '.. .. ", OILlGRE~~ S~ERA TORt: .'" :. . ~ ~.' !...,: .,j~:::~' . ~J-ROt1 dRAIN:' t:~ * [i; !. : ! .", ! ~ I 1 ~ ( .,"~ co .5 " ~ X 4" PIPE OPENING X N WALL INV.-3,50 :'- "\ (' , '. ,.:~ ~ . ~ :.,- .~, p. ~p A~ '\.~,;;:. -- ; ,;,.~~' ;\ .'," '" f " ~ ." ; ~ . . I : ~~,..~~~.:;,.;.}. ;~P.: : ~...;. .:: .:,... ..,..,..; ~~ ~~~. INV=0,501 30' PIPE OPENING IN WALL INY.- 0 ~ ! ,/'"' A K · ~, . X < J) X ,~ .... .... .... '.... .... ........ .... .... .... .... .... ~ ........ .... J,. .__. _ ; ,) /) ", ',. ~,., ;J~; X>< lJ,' . {i,' ..'-f' '"' " - :. <1' !'l':, "-^J>- ~ - - - - - - - - - ~ -.-- ~). . 150LF-24" HDPE04.0~ H .....~...............................................~........X~............A.......................................................-~- --7- .- '....., , ~- . ~ 16.7 STORM MH RIM ELEV=12.00 (SE)INV-4.50 (NW)INV=4,50 I STORM MH L RIM ELEV-12.00 (E)INV=8.20 (NW)INV-5.00 I STORM MH L RIM ELEV=25,OO (N)INV-19.00 (W~NV-14.20 2 .4 TEMPORARY SIL T FEN(~ ('LOCATION (TYP.) GEORGIA STREET E ,-@3] 2981 ~ 40' RIW 28.38 /1L1 _ ~:j#r. ~-~" ~< T~~~~ Y:~T:j. ~H~< ~t;;:u .....: II\"""~":";;' .;'~ ...:~.-o:~:.~ ':\r, 'I' I I ~ IVV l. }."f-'. ., ~. -\".' 19 . ',' . "1 ~; I . p-"\ IE] ~ ~!.: d"f' 9 .. ...:.t:!....';:'~1' "1 . '1~2 ,,3 .3"! ~~& ~~m ~:. ~ '<, _ .~ f J ";:;'I:a!:lU,~ I ~ ",v vv v , 1.: 'I~~' . . .,.: ~ ,0 " ~ AA1SON VJUAGt: t HARRISOI'<4 VILlAGE IJ ~.;..' . ...' ~ :.6. 1 ~ . . .11' 3930 65 ~F I RET'AlL ' v v v '. . ..J:.,.., n' '. ' .1 1 . II , - ~ .' t M S&XS< ':~'., ~ JH ..' ::r" " . c:;',.", J ':.~ F~E. SUjO ::: I 1.155.wSF ;t::::~::::~L :'::-:;'~ "UAD.:.'<SON .. _'" ---~, --4_ .:j ... ~ I FFE:I~1.50 ~::::v~:::~vv ~~26.7J':-. ':'.,. . "\1 -,' j; '.I! i;~~;~ ,,~tld.AGE')~)"', ~~';). ....., "., '1.: '. --"-'... "".:'., . '.,. '. . :1'<' '-.BIJ:)G. ',/, I' '-"71" """ ,~"./<~ .-, ."....~)(,~.,:........" " ,~" '. . ~~.) ..;.. ./. ......--- .............- t." ~:-_~..............L...........i' ..:'-"'.~I 3.341.94SF I. . . >" i.. ~. . .' X "fFE*31.50/'," 28.5 \ 'A. 28.5 X . I '. ~0.9J ~^ '/ t ~. I" zr.u i D ; . . .' . ~' 28.0 ~,I ; ! 3.4 I V ~ c:, \. ..... Ii? l'J < ( ( . " :! . . ~::"....:",,,,~"\-~:.,; (I _~-l- I,", Ari.1ENT POND , :: . ". ,!,.\ . '. ~I / < ffi~RTH). I' \ ~. .~ :"', , .,'. > /'.J 0.B,=28.0". \ ,- ;. ..' :. J ~":'" / : ~_'''' J nOM-25.5 ':'" ! ~~~::I:':'~~;::'" ," __ X >~,J(l ~ -------..... '.-. ,.', :.. ..'.:.....'..' / . I ~. ... ~ ~ - .AL.....",....-_. ~., :.....: ,.' , ' - - ~ --~-~ ,-~ r' ,., "11I ....., l .l~:'" ,i ..........- _~~- ) " HARRISONV1UAGE .,~:"" ...;-'~'! ~ XI ) \ " RETAI 4 ," '~:'T <:~.:'\1'4 "-ntl.'-.~= :~ ~_-..,__':""', \~) : ~ ~ l ~~~.&l ..+>:, . i,. .\:1.::" ('" ,l f?<'-~ ~ m-E tif , " \; ,J \ r: ~. / ~ .; 2 ~ >:..,.....~:.... ," \ i. ,I / f ......... ITTP~ n~ IN.I..ET:, .J,. \ .: \X , ' " ~~lE .ElE~27.25:t \ I:<.~__"'~,\... ".... / ./ :I~~.~ .~. I~Y-~,OO_i" \ 1 ..:'j ~_~n\~_>,,/ , .' .; I' ."" <, /'- 3,5, '.' " . .<", ., ,~.U'ft.~?:ffi'l:~k-' I ~ .' 1 r~,: .:::' i ,;;.. *-,~..,. . \ '. . . . /; .... J.r :~:~I;"~' . ..,;~'f'_', / i ,~ .. ;,!. '. /" ~y (.:.JJ3o.gj _~....._~ .~~' ,__ ~~ '.':' ff~n . ,.,'1...,....-.. /" /, / ' -......::.::. :;' /,,' '" 'I ......1- .j.. 1 I I\' .' ,:.::.,... ..'. r::/ N (... , . , i .\[30-:91: '.' . IT: ..:.....'" ~ ....O'.~~"'l~,:' d' !J:" Wh"'E !.~ I, ~. I 't*~~I.~~ T ~==:;-""r.<, ~1",L. ,~' 1 .' I '9ILLAu: '. ..... .... ' ~(;.-':> >(...:t9.90:sr: ,. .' ',' I . BLD<<: SI~t.f. MH. .' '. , i~t.ti; ..F~~:..31.50.'; I 1 ,,;~.34~40~F. 1 ~IN~~~~50 <~;; .::;, ...,( ...... '. "L. .:. ! ,FE ~1l'1lO ! iW)iNV..~"" ....,"'<~~: "'\-'o-"'''''~'''-'''''.:''''''' ., . '~:.; "1': . ...(. )( : ',.,~. " '.;1.-P.' 'j: ~. ~: <- ".}~'l~",~.~:~:~.;",;:~~~:~:~:~~:~'~. </:~:.,'.':..~.~_:~.~:.';'..".'.;~~.~/' ';~\' '\ : ~ I ':-l"~""'; '. '''T ":"" ", .,' f' ~'.. "... ;.-'....' " . re! ". r..',,:" .-- ''''....., ;;.;.:....~. .' , '::: . 1, " :.:. Xc.. . .... HARRISON ,(; V1~E X '.. RETAllIRETAlL .. -. ..:. ; 2,685.00 SF "", ,'. FFEIi 3't50 . ',- . :.~. -. ~.: ,1l ..'",~aJSON..: ~l! . ,~).; . I. .; ':''':VI~E ~;:i '''':';;. :>,' 1. PARKI~.~ "'>;, ,:. .... >,(:~,-,:,...'., ....::'... ,. 11.883A8SF ;:;:1 '-- I.. :>.' '. . .:~..~:::~~.-~r.;.~~:,FFE~ 31,~~ /.~:! ',' '1: , I>, ".: :1 ..... . '.' 1,., .. t. :; )!<. ji ,"'1 . 1[':' - ".~' t, ..... .....,...3 .4 .. " 30. .. '." .".,: ;,'. HARRISON n .'~ " "" :;' . VfUAGE :'~,: " ,'.., ,~.. 1;< RETAlUOFFICE ," .."...)..; t:.~ 2~885JXJ SF .~~<. ':.:;>:0: . ~.; ;':': ,"" I;i:,'~ FFE-31.50 t'MAlL~()()M:;:>~7;.r<",- ,,' ,i/':-/;... ,.' '..h)~: "~ h: .. I.... .....c.. .1......, :: :.<..~.--~~~ ~ .." .. -, .,: '.' . .s-', ':"'< ,: l"lf41~ ~ 6.0 ). =.... "1 .'. C=:'...,:" v'.. ,. ,,'" ". "", ,.,.. ;:. ~, , J' ..;....~: ',,, ". N I:' : ""-;'" .~. '.,~ .. .." .~': :.~<~;.;;. ""V..>.~;,), "." , ,',' ~ ,. '. !I ,. I ." ""." ~::';.; , :""" ~,",--*'--- ;='='=.c'~'" ;',.;. t ..' " iF..'''''\-.,--... .-'''''','' ;Ill . """M"_~~'''''\''''' -t(~ \~,.~, ,,; ',", ~.. , .~,..,'- -'" -,' _,' '.......: .'':0.. .~:" ':~"'.-" --:..: _I:.'~,~< ',., --,. '--. - -, -.... . ~IM.tti~!~5.~~ ~ ' : iU.; ::,::429:~$FJ7' :;:.<; ". ' ~. ~~J:ttt.F2B.ttQ iAA.RISoN\~.~AGe ". . ':{ .,,<J~~i. >,:"':'-":' l:'<~ ,:..<. -,,)(,11 (N)INV-20 5 ,'. ,.., PFe. 31.50 .... . (NW)lNY. 20.8, ::. BLDG.:. '.'. 1- ::',)(1 ',., . I:', " .! '';'.'.:''. "".':,l.:,:.' (SE)INV-20:S U';tl~.' ,.........'f'''''''..t '~::: f (N)lNV-2.'U~~~.'''' "3. .347;~SF".r . . blCi-~. ~VC.' ROOf'.H "".:/ ....... (W)INY=20.5 ... ,~/: '. ,,;.,,:,: }... ~.., '. ":,. '..' . /! ,f~E. 31-.50...., . aRAlICW~Es':CIINV-2~.! 1:;< ~~;.~?~':r":'I:'8i~J~')" ~:~ .... ".',:::.~: ,;(:~\.,., .......",-..~ D- ,~_&. 29.0 ;"'" :,,'>, . l . ~ '7~..~ t..,. -L 27,0 ..::.....,;~ - ~"". .. " " ,.'~" '9LF -0 .'71".,.',:. .... ~"'''~('Ji.:':''' ~~,' - ,. II'<t.AIMt.NI---pomy:S '~;:~.,-+~ . ;" '.::: " ~:, ::, I '3.~:.., X , " I&S~'l'J.o ~ ,'. :;~~::::.:. " I , ":~J ." I' ,. I';~H,: 'll~lE' 'El~E"E.~i2IN7LE:M~\ . ~.[.... '~..,..,\< onOM-25.5 . HAAAJ'SON'vIlJ.AGEn '. "t,...::'.." Y-. .;.., Y'''';;';,''~.0.':(~,;''.,~,.~~,':','' I ~ " BE' ""t ~7' ':;:',",., ::;' INV-221t.;..':" ~:::'l~:~SF ~ ~ ;/i')(~ iJJ. ... ,.' .'~Ae ::.~<:, _ _ ~~----~_u_--.~:>i:i../<' ~1 ~($FFE!lt'31:!O N" J OPEN CUT & REPAIR EXIST~~ ...., '''''~'~1',~,~.~;..,._,;.._, . ".:; >1 PAVEMENT & CURBING 1- I : i ,; ',.:'..,.'. " : ',.":.. ,.:>' 1.1: 31.15 lID}- Df~'~=4W;,'C:: ~ :;~ 1 1 , .. .$fOE.. a1,iG- -I" :'.;' - ., , :'-:;. , . ~ ";""5- .' a' . >~.<">:i'!'<." .." h"'.~ ol'.... , \ I....... f'>iin1.... I .' . ~ ,-r,.,~}I ."."1' ~.~ ;,,"" '..' Y; ::.It \ ,/ '. @,Qrk;.t,~, ,'. ", 3' .- . ~.:~f',." D 4;"^ D~~:-~ ~)>~~~~ y' !;-- c:.:...." : ,::. ~1 ~:' ~~~!f,;;' / ~ 29.5~i .' .. . I""'"--r-........'--.-' , .;" I/f~'~...;< ~....'. . _._+.~~._.,~~~",.__. - .~ '. t"" 'j ,'~' 1 r--.r--; i~ ,(BY~RS) 4i.~; C:VLA;w~RD (~.......:.~.:.... "'" . r;;s.nu1.,~i ' :. t',. r>J. ;",. l . J ......." ~ ~ ~'i%{>i.~ ~ 44f':. \ 4 . ~ 'T I ' 28.0 I 3 9' . --- --, ~.;:"'. '? r '>""*~." .'1- <f'~~.4ff~ ~"'- ".""""""".".,,,,..,.,. '," f .; . '1 ,'., I ,Y'/J:~,,'''''~'''' .~o.o' ~;ii ~ .( " '." , ",.,'" .: .. . ,. - -^--., 300 ' '"''';.~'~<';:'' ~j>. 30 ..' r:'lT'A'il'Ll 4' . t: ~ - l ~ ~r I' , . _ 1 ,,",~', ........., , ~ ~~ . ' ~ \. I: i~ . 3 ,9 , ,. 09 ~._ ~ :.f,' .:. ". ""....;: rI3Q.91 .~0.9 ~09 "Co . ."" ,... '. X i: ." .. ' _...1" " ,.,'-'.'.,. -.,' .~. ,,' 'j- . I . '." '''''''1 ",:".t 31 .' , ;.. ~"''!'o-r''''"!'''''Y-~J-,V'' .' ., ''''-~7~'''''''~'-'Y''--~' -.-+-.. -- . ....---,,""'---,....---... '.',': ..' 1'~' ....;>,..:~~';.,.":.''';,'j~~~..(~,~i~>.~.~1.;;:.'<~14f../~:::.,." V .'~ji)~:r<',' .'.: 3 ':-};,:' '^::.::';. ;"6'\~.':;' ~";:^,..t..." .;1 y~':.~ .;:..~,.,'.^>.~;,-/,'..;..... :~':",' ..;..../-':'...,:\n".'~.,>, :.~.., ..~.., .' ~..,....,....,/.,..'__~./... _ \: . .~. . ~il" .I~.~ \ --.L..-. ;; ~.. "'i. '" . ",: L/ i It. j'~' "I, '~:L 00 , . 1..",...,,,,,,.,...,..,,.,..,..,..:::-m,,,,,,,~.....,..,l.;;.~.:.,:,!t,~..,~2~~.,,,.,,.,,:. v v x-::: , 31.....~ 'F' ~ ~.". RI ~aGE I ~.. ,. ..: . . ,,' '..1 Rl;i1.4'\Ia. '1'.""]'" vv vvv ~ '.~ l' .. ';;'" :)r' ":. . 0_." .'. . - . LDcl':"r"I)' I ! ',,:., -" ,', :, "ili" ~~N.\Itt:l:.Na!.t!l.OG:':r:~::~'n{~;':X...:;t~V.....){..>t. ~v'Q:-& : '::.'J .i.' 1.~ fj,.~ '.-t:.--' of. .; . r:'y I d28 D.oO 8Ft oob..o:I"'~l~:;"~ ~.+ :~' ~ . ..~. ~'~~J;~ .~. ~.' :I! :~ ~}12F'784tE .OO31~ I , FFE:- 31.50>' ':.:' &~~ ~~::: ". ".'-" ." If ,..,..., "" ,,"':,' 'X' f""'" . atilll.. J'~:' :'431."'1.\ '/1 .:.:, ~/~ .',.<\1 'l~ 0.. = ~. I '>': '. ~t';' ~:Xy-x.v 'J<YvV . ' t~~~~-":-:-....---~-1i ~"~,,. ':..; ,:j~. .~:::.:I:,:~.;.;.:,,~:.;~. . 3t.451' 5 "~ /!! I' . '''.. . I"~#~ ".' 1. . v v v v )J, .,;. of,..... /"friiI\l 1. ",j;:',-'-"': I "",~r,lo',,'" ':"! I.'~: I.. :..l' ':, . -;::. ;. ~ '.:":, (.~.. "':1;":'.,:~: '.....,'..,V"..' :1'.7..,.:...-;."',." ,... . ,," I ~ l>Yvflv '5-:sv~; ._ _. ~ :.:.,1"'4',:1 L'l.::~~........ f.lE,Ol\:' J '~"\' '-L,- I......-.,..~~ ~" ~.'.;... "t.l...~I1f)"..... v Vv v v v 'J ~ ,J\ OI;>!iC~"V~,; \',~i ~ ": ;':' I~ ~:,:;., T "".';::~': ~.1 ~.... < < '<.<<:< < ww : ~~ ~ . v v v vvvvvv~ v v 31.00 v v v v..::..'"(..v..::..~ I , , I , I + , , < + , / +. .... .J.. ~ '-,- .1.-' .... ..' .1.-' ,., , , . , , , , , , , , / / / / / 1/ .~ & · fw; RR c:;;gTu:O~~ .. > I' CONNEcmJ TO p~ ~ - - - /.........",.'V ..,....,....""...., rNOit: OUTFALL PIPES TO j BE BORED TO ~INIMIZE '> lREE IMPACTS ~-~~ % STORM ~H ~ RIM ELEV= 25. 75 (NE)INV=20,JO (SE)INV-21.00 (SW)INV-21.00 .~ / / / .-. ~ l' \ , \ \ \ \ \ , 31, , ' , , 'w t ':::l "2 , ;~~ , ;~O , +O~ , 'W , + (.J ,tIJ ,0 '.'" 8, ". ..J". ,g 128.03 jl l~ :.:. il R(SoN' . V1LuiGe ,. LOB8Y .41sF. . ,~E...1.50 00' ;'~;;:.:~ ij I',U, ',.:,,: ':,::1 . ..,.X~:;.; /.~, ':J .'. 'r. -, .Y Y ".".y ~ X~ ~~ ~ ~ ~ ~I ~ ~ ~ ~ ~ NTYPE "EO INLET : GRA TE ELEV..24.60 1 r=r;'I INV=20.60 ~~ ~ . ~ - - - ~~' t' 28.03 JO 28.0 . . ~I ...a1,,;1 ~ IMATCH EXIST. PAVE~ENTI- ,.~ : 28. 3 . , 27.60 .rmm ':' ,. ~ ='" ~ STOR~ ~H RIM ELEV=25.75 (NE)INV= 20.30 (SE)INV-19.80 (SW)INV-19.80 , , 28.31 ' 27.81 MATCH EXIST. PAyt~ENT JONES STREET 40' RNI 30.02 29,52 30,7q] 30.20 ~~ ~ , . ... ~ ~ ~~ 1 ~io III~" ~ ~ . . ~ ~ ~ ~ ~ ~ XI I I ~ I ~ H ~ ~ , , , , x: ~ ~ ~ ~ . ~ ~ + ~j' ~I ~I ~ I I ~ I < + t 30.56 30.06 30.70 30,20 , I , , , 30,78 i 30,28 I 30,82 30,32 30,90 30.40 : 30.93 30.43 ;) <1 ~ ~ GRAPHIC SCALE ~ 1& I JO I eo I j ~ ( IN FEET ) 1 inch = 30 fl. I" LEGEND '" TYP TYPICAL ~ PROPOSED GRADE , , , , D X EXISTING TREE TO BE REMOVED EXISTING GRADE ^V'VV'v SILT FENCE AND FLOA TlNG I\.. .J PAVING, GRADING AND DRAINAGE NOTES: 1. SEE GENERAL NOTES SHEET AND DEMOLITION FOR EROSION AND SILTATION CONTROL ALONG WITH GENERAL NOTES. 2. SEE SITE PLAN/HORIZONTAL CONTROL SHEET FOR SITE DATA. 3. SEE BOUNDARY & TOPOGRAPHIC SURVEY FOR TEMPORARY BENCH MARK (TBM) LOCATIONS. 4. THE CONTRACTOR SHALL MEET ALL APPLICABLE REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE ACCESSIBILITY REQUIREMENTS MANUAL PREPARED BY THE FLORIDA BOARD OF BUILDING CODES AND STANDARDS. , :z ,0 tIJ , ii: '0:: '~ ~ ,I- ~ Q:rn ,0 tt) ,u.. '~ 0:: .~ 5. FLOOD ZONE: THIS PROPERTY LIES WITHIN FLOOD ZONE "VE (14 & 15), AE (12), & X (OUT SIDE THE 500 YR. FLOOD PLAIN" AS DEPICTED ON FEMA FLOOD INSURANCE RATE MAP NO. 121 03C01 06G. ~~~,-.~;:,3~~:~~.~~,~~~~~~~~~~~~v~- & ( 7. STORM PIPES iN THE CITY'S R-O-W SHALL BE CONSTRUCTED TO CITY OF ') > CLEARWA TER'S STANDARDS.) ~ 8. ROOF DRAINAGE WILL BE CONVEYED TO STORMWA TER PONDS BY INTERNAL ~) '>> ROOF DRAINS. INTERNAL GRASSED/LANDSCAPE AREAS WILL BE GRADED TO STORMWA TER PONDS, \.t:m)'S'f~b1\lTR~OtrYfEAS-O-RtS -f\I61f:.:- ~--.~~ REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL RESLiL T IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS 40D-4 AND 40D-40, F.A.C. INITIA TION OF CIVIL PENALTY PROCEDURES PURSUANT TO SECTION .37.3.129, F.A.C., CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A SEPARATE OFFENSE, 31.00 o ~ H ~ > Z o (/1 ~ ~ ~ ::r: w ~ < Z I- o W J o ~ 0.. NNN ::.:::::.:::::.::: ~~~ ~~~ <<:<: ~~~ a::~~ <: <: <: ~~~ 000 LL.LL.LL. 000 ~~~ uuu o~~ f-WW 0..0.. W ~>> ~~~ ~~~ 000 c.ooim NNN a:i 0 ,....: 0.......... .....Nr0 E-4 Z ~ ~u ~ o~ ~~ ~ ~~ ~~ .....:1::21 \-'0 3U 0:= E-4 ~ ~ ~ ~ <t: ~ ~ <t: ~ z~ ~u <: o o ...J I- o W -" o ~ 0.. ZLD OLD r.f)r-- ~(7) 0:=(7) 0:= ~~ E-4 ~ ~~ 0r::r4 ~E-4 ~ z~ ~~ r--U <t: ~ I--l ~ o ~ li.c z j ~ ~ c..? <t: Z I--l <t: ~ Q ~ c..? Z I--l ~ W ~ ~ c..? Z f- W W I (/) >- CD z o F 0.. 0:: o (/) w Cl ~ <: Cl o z D:W>-Ul-OZUI 0:: W w z B z W ~O OW wO:: Z~ l?Ul uH5 W ~o:: ~< Z>- ~co 08 ::JUl ~Ul o f-CO o~ zw DRAWN BY: RJM CHECK BY: KEZ ORIGINAL DATE; 08.06.04 SHEET 5 OF 10 ISSUE DATE: 12,07.04 . , Ix +- - I I / I ' I I , I I t , I 2 1/2" STAND PIPE ;..-..... '/........., >!r./ ';\'-'x,{ , . / '\ -- ,'-- ' I I / x x x .- _.- ~ - -~.. .. '_I ......- FS .I,;~'.. - . ., m~ x , , ~~ GRAPHIC SCALE 15 I 30 I eo I 30 0 ~ ( IN FEET ) 1 inch = 30 ft. 11 '!- + (1) DDCV wi BYPASS METER SET BY CITY , I I , I , < I I I I j' ,,' , , , , I , I 1 I , , , . , I , , I , I J I I I I 6. O.I.P. POTABLE WATER SERVICE INSTALLED BY CITY AT OWNERS EXPENSE SAW CUT, REMOVE. &: REPLACE EXISTING ASPHALT (1) 6"x6. TAPPING SLEEVE &: VALVE INSTALLED BY CITY AT OWNERS EXPENSE (1) 6"x6. TAPPING SLEEVE &: VALVE INSTALLED BY CITY A T OWNERS EXPENSE .+. .;: .. :FS W ::::l Z ~~ ;~~ .f " - f< I ~ f , .-, , L t .. !' i f f . . S ~" D.I.P., FIRE SERVICE . I _~I; 6" F.S. STUB ~l " (1) DDCV Wi BYPASS METER SET BY CITY AT OWNERS EXPENSE \. j ~ .f ';':" ...' f 6" W.S. STUe I--- 'vi. i' "'{X X-X;~X XXXX'X XX~VI. .~~ . "::i ~. I.' -:'. ,1 r . X : ',',', "~L~.,.,.~,.,2:,~~:L~.;c;,,,.~,=,,,..,._~ "'-:'" ...... ". I ~.. (1) ME~ &,BACKF'(O>>(~ . ~. , ..:0:: ~ {'." PREVEN1tRINSTALtED'" -; '; '..,/ I . . . iBY CITY 'AT'Owt<<R\tXPENst"~'''' )i:: i <~ 'I f,<; ,: -:;'''''j''''''''':'O..'' I_I 'f' r /x:' .~:.{ 1 . ~ '.' X,.. ,. '1" 1 ---. I FlRE H~D~ANT ASsEMBuV~~; I " , ~ . , '" . ~ f, ., I ~ .' ,., . '" t I L _ "':';>i*'::" ~. 6"x6" .1APPING&: SLEEVE ~~":::"'/:Zl~ ~~ ":;;':;'"i<~'.~;:'.' ".-.:~' ~, ~:'~-"'{:':A'A' ..1.. .j.., ~ ~:~<.~~ ''---J'!';~' ,-- M'.......:A.. ;.'~'~, ; ....1. t " F' , .~ ~..~ .- -,- ._. ._"---, u CONSTRUCT DOG-HOUSE MH OVER EXIST. LINE I RIM-24.90:l:: . PER FOOT INOEX 1201 1 S'-8"SAN.P.V.C.OO. 40" I MIN. SLOPE " :'it," ~~ l:.r I' xO ~ '{'. '. ." \"l";:~ _~ :\v ~ lit", ... ' . . (1) 6" TAPPING SLEEVE &: VALVE INSTALLED BY, CITY AT OYtNERS. > EXPENSE. r I I - " , -' j, . , :.: ~ ."....<7 J': J P " . .e' ~ : ,! I " ~ .'. ;f 'l' , .. "E~. " ~ ',. X'" .,F~,. i"\ ,:>, .cj{' .1'.... ~ "j,. '1 X, XX --~-- N t, J L-._ _ ----------- o - ... . ., .. ..l... - - n.' >e<->+- ~ .. ~ I + , , , , I I , + < , , , 1 I EXISTING FIRE HYDRANT , I : I-; J I , EXISTIND FIRE HYDRANT~ t' ~ l' " I ;" J. ,. "_ "," " " r -'T l' T .,. .... 'T' Y' "'" -t< + + .~ + -t-- ... '+ ~- .'- ... .L ... 1- I , ,., '~~-U'_T'T',"T' I , ,\ 6" D.I.P. POTABLE WATER SERVICE INSTALLED BY CITY ,AT OWNERS EXPENSE (1) METER &: BACK FLOW PREVENTER INSTALLED BY CITY AT OWNERS EXPENSE FDC LOCATION FIRE HYDRANT' " ASSEMBLY' C"X6" TAPPING SLEEVE c &: VALVE INSTALLED BY CITY -. AT OYtNERS EXPENSE . SAW CUT. REMOVE, &: REPLACE EXISTING ASPHALT CONSTRUCT DOG-HOUSE ~ ~ 'V ............ ....-- MH OVER EXISt. LINE ' .... · 4" D.I.P. FIRE SERVICE ~IM:!r31.00:t . 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'~ ". .:~ \"'1 "~ ,.' . "j ~ '" \" .., .' I 4 I I ..1<<, ',' ..'...-:: ":<"'.'. .<:: ~ .^.. ' :t!(<l k; ~. :l ~ -- , . .C.t:I'41.': F'2IAff"" 0 ;1'~~ ' ~: ,;<;,. . r-:.ot< I:iif Jt~'... 1-~ ~ , '!:ci' '.0 ~ fb~ G'r. ~. -~ A Ij -~ '- -,~ .~. .- -' ."~ -. --- -' '~ ~} l~ l't ~~ c:.. i:' """ ~. _ :v" flRE HYDRAN~"':" AsstM8LY , .' JONES STREET 40'RIW ..0 ~I". OS:~~VV . 1. ~ . ~. I~~I ~ I I . , > )<, XI I i ~ H I i .... i . J ~ I · i i " I . . . I c + ' ISTING FIRE H'rL>RANT.I & ~ ~ 6"X8" TAPPING SLEEVE &: VALVE INSTALLED BY CITY AT OWNERS EXPENSE < SAW CUT, REMOVE, &: REPLACE EXISTING ASP HAL T -". FOC LOCA110N r" . .......~.............."r-..l..-' i ~ I ~ i , , Z I o ' ~ : a:: , n: ~~; It ~, J: , 5 ' z & -- ~ - ~ .,. '\ 6HX8" TAPPING SLEEVE ) , &: VALVE INSTALLED BY CITY AT OWNERS EXPENSE ~ SAW CUT. REMOVE, &: I REPLACE EXISTING ASPHALT , I I : FOC LOCATION -../" ....... ~.~ ~ ~ ....~ - - < EXIST I . FIRE HYDRANT , , , , , , , , I I \N SS FS & LEGEND PROPERTY LINE \N PROPOSED POTABLE SERVICE SS PROPOSED SANITARY SERVICE FS PROPOSED FIRE SERVICE EXISTING POTABLE SERVICE EXISTING SANITARY SERVICE EXISTING FIRE SERVICE UTILITY NOTES 1 . CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. UTILITIES HAVE BEEN OBTAINED FROM THE CITY OF CLEARWATER UTILITY ATLAS. CONTRACTOR SHALL NOTIFY AND COORDINATE WATER SERVICE WITH CITY OF CLEARWATER PUBLIC WORKS DEPARTMENT. CONTRACTOR SHALL NOTIFY AND COORDINATE SEWER SERVICE WITH CITY OF CLEARWATER PUBLIC WORKS DEPARTMENT. CONTRACTOR TO COORDINATE INST ALLA TION OF ELECTRICAL POWER SERVICE WITH LOCAL ELECTRIC COMPANY. SEE SITE BOUNDARY AND TOPOGRAPHIC SURVEY FOR LOCATION OF OTHER EXISTING UTILITIES. 6. SEE GENERAL NOTES SHEET FOR ADDITIONAL UTILITY NOTES. 2. 3. 4. 5. 7. INFORMA TION DEPICTED REGARDING EXISTING UTILITIES IS APPROXIMATE AND IS NOT FIELD VERIFIED. PRIOR TO COMMENCEMENT OF CONSTRUCTION, CONTRACTOR WILL FIELD LOCATE & VERIFY EXISTING UTILITIES e.g. TYPE OF UTILITY, INVERT, CONDUIT MATERIAL ECT. AND CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES AND lOR CONFLICTS. 8. UNDERGROUND WA TERMAINS SHALL BE INSTALLED, AND COMPLETED AND IN SERVICE PRIOR TO CONSTRUCTION AS PER NFPA 241. 9. CONTRACTOR SHALL INSTALL FIRE SERVICE LINE FROM TAPPING SLEEVE & VALVE TO TH E LOCA TI ON OF BACK FLOW PREVEN TER AND FROM DEVICE TO BLDG. 1 O. INSTALL A KNOX KEY BOX FOR EMERGENCY ACCESS AS PER NFPA 1, SEC. 3-6 AND INSTALL PRIOR TO BUILDING FINAL INSPECTION. 11. THE CITY OF CLEARWATER AT APPLICANT'S EXPENCES, WILL REMOVE/ RELOCATE AND/ALL WATER METERS THAT HAVE TO BE RELOCATED AS PART OF THIS DEVELOPMENT, INCLUDING RECLAIM WATER METERS. NO METERS SHALL BE LOCATED WITHIN ANY IMPERVIOUS AREAS. 12. WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE INSTALLED, THEY SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION AS PER NFPA 241 13. FIRE DEPARTMENT CONNECTIONS SHALL BE IDENTIFIED BY A SIGN THAT STATES "NO PARKING, FIRE DEPARTMENT CONNECTION" AND SHALL BE DESIGNED IN ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS FOR INFORMATION SIGN AGE AND BE MAINTAINED WITH A CLEARANCE OF 7 1/2 FEET IN FRONT OF AND TO SIDE OF APPLIANCE, AS PER FLORIDA FIRE PREVENTION CODE, 2001 EDITION. MODIFICATION TO SECTION 3-5.6 OF NFPA 14. FIRE HYDRANTS SHALL HAVE CLEARANCES OF 7 1/2' ON THE FRONT AND SIDES. ALSO, WITH A 4 FT. CLEARANCE TO THE REAR OF THE HYDRANT PER NFPA 1, "~.',r.....".s-S.Cv~..::..5~~"""""~~~-"""--'''''''''''''_'~,r",....-_"''r'''''','''"'\. )0 j )0 > > j > > > > )0 > )0 ) 15. CONTRACTOR SHALL COORDINATE RELOCATION OF POWER & LIGHT POLES WITH WITH THE LOCAL UTILITY COMPANY. ALSO THERE SHALL BE A 2' HORIZONTAL CLEARANCE FROM THE EDGE OF SIDEWALK TO ANY VERTICAL STRUCTURES. 16. A T APPLICANT'S EXPENSE THE CITY OF CLEARWATER WILL REMOVE & RELOCATE ANY/ALL WATER METERS THAT HAVE TO BE RELOCATED AS PART OF THIS DEVELOPMENT, INCLUDING RECLAIMED WATER METERS. (NO METERS SHALL BE LOCATED WITHIN ANY IMPERVIOUS AREAS.) ALL PLANTINGS WITHIN ANY EASEMENT WILL BE INSTALLED AT THE PROPERTY OWNER'S RISK. THE CITY WILL NOT BE RESPONSIBLE FOR ANY/ALL UPROOTED OR DAMAGED PLANTS WITHIN EASEMENT(S) IF THE CITY NEEDS TO MAINTAIN/REPLACE EXISTING UTILITY MAINS. 17. j /'...,......,'".,,'....,'--"""~~~~~~~...../^_,_.' ~". ~, ~ ,,,a,. n ..,Il,.,..I..Ii'n.~'.;'i. I. I " 'n ~ ~'... Ii.".. nil'... a,,; 11 " 11'"cinllnlia,il"iiiilik... ",. """n.""'...,,,',,,,,,,,,,,.'. \J [;: : :~:i'mmmm~ Z :.: ;; ~~:.~::::~~:~::' Z .:: :,lHHHmnm: . z :::,:: :::::::::::: ~~.t~~:: U S ,..".'"11""11"1I""".1l"~' , , . ,. 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SIDEWALK Grass Planting or other Non-WOlking7 6" 6" Vertical Curb ~ in Transition \ i/~ V- '" Match Existing if Existing Sidewalk ~ Grass Planting or Other Non-Walking Surface~ 6" C'Q '1--c: 4'/5' ~ RAMP CURB II <.'" ~J ./ ~~ <0 ."C'o-? <f;.s-", /'h::, ~ <5' ~v .,<'- <:- ./ o c'" oC'~. C'(/.: <5' A_ C'v /t;:.~ ~<9 'V." ""'0 S' <:'."S'<5' cf!- ^"~~ o~ 0"-",, o~ '?;>~ cf!- -?", J>a ~~ A?'< --f- / Exist. T~e I CUrb/ I.Remove Back of Curbr I"" Flow Line If Existing ..:.' ~ .-y ~ RETURNED CUR8 RAMPS If "x" is less than 48" then the slope of the flared side shall not exceed 12: 1. ISOMETRIC VIEW CURB TRANSITION DROP CURB CURB TRANSITION VALLEY GUTTER CURB \ 1 'I ~ CONC. RAMP I' 1/11/ OF SIDEWALK BACK ~ I~j~ /' Textured Surface /: \ r~ · ~----I ~ . 'A . ' , 4" ~ ~, . ~ 12: 1 MAX. ELEVATION A-A SECTION B-B NOTES: 1. Ramps are designed to the Uniform Federal Accessibility Standards to coml'ly with the Americans with Disabilities Act. 2. Ramps Shall Have a Tactile Surface, Textured to a Depth Not Exceeding 1/8" by use of Tamp or roller In Conformance with Requirements of FOOT Roadway and Traffic Design Standards, Detail 304 Or Most Recent Modifications. CITY OF' CLEARWATER, F'LORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING TYPICAL SIDEWALK CURB CUT RAMPS PHYSlCALL Y HANDICAPPED I 4/14/9& '-netrtc... redrcnII I 11'11 ~ not. REV. DAlE DESalI'TlON IlEDRAWN BY P.W.D. 0fEa<ED BY T.C.J. /IPP. ~H~Y ,D~ lE 1/93 IHOEX NO. 109 20f'3 EXPANSION JOINT NORMALLY 48' MAXIMUM 50' STRUCK JOINT I EXPANSION JOINT I I_ VARIES I "I I 0 . _.' '~4', / FT "I~, ... EXPOOON JOINT ~ I I I~t> . . .0 p. .' 0 t>. ";; , 0 . p ";;'. 0 . p ";;'. ~ ' ";;.' , ........ l--' . . . . ,0' t> .' O. t>' . 0' . .' " t>, 0 t> a 0 t> 0 . 6 . . ., ~ ~ ,-., ~ .p,.., ~o~t>..~. .o~t>> ~ ,0'/>'. ~ :0'1>'. ~ :0' EQUAL TO SIDEWALK · . · . . .. ' . .. . WlDlH (6' MAXIMUM) 4" CONCRETE SIDEWALK (PORTLAND CEMENT CONCRETE. CLASS 1 W/ FIBERMESH) TYPICAL SIDEWALK PLAN 1 , ~''-~-::'-;''~d''f) !(f;.:~~:~: T .~."......~.. :...... ..~ .L..~..... ". .' ,I. ~. .' I ., .. '... .:.~\..., 1/2" BITUMINOUS STRIP BROOM FINISH ,~;s:~ji:~:1'. ~ ~ ~I. l'I~:'~.J..~1 r~~[;~',~i ;5;t :;T;~);T;f~: .~~.;.~:.~::~ 1. SIDEWALK TO BE MINlfAUM 4" THICK CONCRETE. (6" MINIMUM AT DRIVEWAYS) 2. SIDEWALK TO HAVE 1/2" RADIUS TOOLED EDGES. 3. CONTRACTION JOINTS TO BE A fAlNIMUM OF 1 1/2" AND AT INTERVALS SPECIFIED BY FOOT. 4. EXPANSION JOINTS ARE REQUIRED BETWEEN SIDEWALKS AND CURBING, DRIVEWAYS AND ALL FIXED OBJECTS AND A T INTERVALS SPECIFIED BY FDOT. 5. EXPANSION J:JINTS SHAlL CONSIST OF CONTINUOUS 1/2. X 6. BITUMINOUS EXPANSION STRIP. 6. MINIMUM CRGSS SLOPE 1/4" TO 1'-0", MAXIMUM 1/2" TO 1'-0", OR AS DIRECTED BY THE ENGINEER. 7. AREA UNDER PROPOSED SIDEWALKS TO BE COMPACTED PER FOOT STANDARD SPECIFICATIONS 128-9.2 8. DISTURBED AREAS TO BE SODDED AS DIRECTED BY THE ENGINEER UNLESS INDICATED OTHERWISE. 9. SIDEWALK TO HAVE BROOM FINISH. 10. CONCRffi <.HALL BE CURED PER FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, SECTION 520-8 .:{E;4~7(qi~?~r~:~[;; EXPANSION JOINT STRUCK JOINT STRUCK JOINT NOTES: 1. SIDEWALKS SHALL HAVE TOOLED EDGES. 2. CONSTRUCTION JOINTS SHALL BE LOCATED AT STRUCK JOINTS OR EXPANSION JOINTS ONLY. J. EXPANSION JOINTS SHALL BE INSTALLED AS SHOWN AND ALONG EDGE ABUTTING CURB. 4. EXPANSION JOINTS SHALL CONSIST OF CONTINUOUS 1/2" BITUMINOUS EXPANSION STRIP. AS SHOWN. CONCRETE SIDEWALK CONSTRUCTION DETAIL NTS SIDEWALK TYPICAL SECTION NTS TOP OF PAVEMENT ELEV. = VARIES Varies ..:11 '(.Ee: · .... .~. . . .. ... ..- A .0. . "". , ~"'.,. ..'......: .. ~'-:.::~:~.'.<<>.:.~..~::.~.~.~:. . :,. , ~ '0. . ~ . !~.'.. .: ~ .... . . .. . . ...~. ~. '..~..-,,:..:.,:: '.:..: ":'. ';'. <~ '.~. ~....... . Toe Wall At Top ...:;;.;......./';.:.~-...i...: & Sides Approx. 12" Deep ~,':'~':" ~ '1': .. .. .:~:.........~( ~..~~.:~.>'.:...<>.:.~-;..'...:;.-:~..ot~. .~ .'.t; Se.al w( Water P~oof ....:::..; .... ,'. '.' /.. .~ A~.: .~ :...... !'. .,.. . . Bltumlnus Material · "'~'~'".,'~""'.:''o" .~: .';. '.4'. .:....::.~:...:/..~;:. ;"4 '"'' ~ . .' ." : .4. ,. "J .. .'. . ....: .':' . ~. :. ". .... .'. · ... CspONILLCWREA1Ey BOTTO.' . . '.,' .' '. ". :. 1dI' ,...:.: .... .... '0 ....,. til. . '0 '0 . M .... ..... ....... r. .. '.:., ..... . 4' .' ....... ." . '. TYPE "E" INLET ... ,I ':' ~'. '0, :.....~. .:'A:..'. ..... ,'. ........4..... .-1....', . _.... . . . 4 . .. . . 4. '. .~., .. . .... . .. .. ~. - . ..~:.:: !~..:. ,:/~; '< ".~; ':.: :L'; :' i ~,:,'.)7;;"~~: ~l: ,} ........... .4.. Toe-Aprox. 12 -18 Deep.'~~.... . I,.........,.;'.:.:,...~,:~'.O:..,..:: ':. '}.,,/..' ...'~.: .;~'.:L:!.~;;.:;'.>,~ /? I . . VARIES ~'. '1 ,.: .1 .. H:,:---=_",::::=::::,:::_~,,:~:~:____.:-:::~,: _ .......'_.h... u_____ _ _ _ ______ ,".. u_....__.__. I ....1 --. -- ...-----. -..-.-.------ .--------.----.- .-..-.-----....--- '.'.'.'.".'.'.'.'_".' "~.'L'_-,".I ___'n."_",_.._.. _.u."'____...._._..__._~._.___.... ._.,._._......... _ : 4" ~ I ':.or Reinforcing 6"x 6" 10/10 Welded Wire Mesh . <Xl Reinforced Gunite Lining 2~ . o I 'ttl . o ..... 1 in ~ - ~ I ""It in ..... ....- ~ 10;.-, ~..... ~:S .c. g. UlO " ~ ..... 0 ~lL. .--0 o 0 z~ >< . xG>'t: ~ ~ ~ & 4'-4" ~~ ~ ~ 5 3/4=" ~ I 3'-0- \ - I Grate~ ~ i~~' -~ t ~! . <Xl r t . co - ,;. .. . PLAN . . 'i. . ~. ...... ;,. .... ~. . . .... . . ~ ... '; . .. ... .. ." . . ...... CONCRETE SPILLWAY DETAIL NTS r-- 1" Drop at All Drives ':..t .......... r Wearing Surface xXX X ~ 3/4"R Q~ ...... ~ ~/ :~::::~:::i;::: :.:~:.-::.:~:.: ::( v' . Yo .' .' .' .' . I: . '1' . . ..... . \./':.i::::::':::': (() :::::,,:.::'::::<.,,:: I""- Base y" _y/ .<1..' .p., oct ...... /t'. .<l......,. //,-' / ............. '.' ............ ,"- }l.' 6" .' ~ .. .. '1 2 ,; .. ... .. .1 2" .. . .. J' ~ . '\J' .' I .' .' ... ..' .' . L C<?mpacted ~., .' . . . .' '. 'Subgrade. /" //Y//Y~Y~Y<<~~~ Y "<<~ ''''/0~A VALLEY GUTTER CURB - 4" Drop at All Drives 5" 1" ~ "Q ,.......-1-1 /2"R:r Wearing +-' 0- ~.::<';. : o ........ ~ (!) ...J t ~); :::~::;..; --L. 0' ~ :j~:j:~:. ^ x x x X yVY c ~~ :i:-::~ :1 ~ 'i 'i<>< ~ 0.... ~ ::';';::::::. ..- ..- ;- V /~ :/i/!!JJi C t d "~//"//"""'" . . ompac e . . . . 0- . . 'l' '1'" Subgrade. . . . /" 6 " 7 " ~. .. .. L . . . ........... ~'- ~'- '-<6..'- '<.{\.. > . . . ". . . .'. ~"V/'>Y&hY^ ~; /~ ~/~.;/<V~*Y A / /'-' //'-' //;:: / /x. / /- SurfaCE >: o ~ \J o o 0::: ;---- OJ Base STRAIGHT CURB NOTE S: 1. There shall be a 1/2" seal joint between back of curb and driveway. 2. Concrete in curbs shall be 3000 psi. with fiber mesh relnforcfng. I 41'/02 IlEV. D...lE '1> ".e( ~ '0<:0 ~ ff' ,;,~' -i ". " T .t. NOTE: Wings only If _~ ,\(0<:0 (,<." ~i-'" '" ronsl Ion Side Slopes Reaulre. <!)O~ ":i ,\'1'.,,'1' 'I '}.,,(....~'.....-1...... ~ 1.::.,\~v,,'I' ~~/ A ~(h A Back of Curb I 11 No"-OI, ''''0'' ,,,,",w I / f-. ments see Note 8. f. ~ \ ~ ' 1 j CITY OF' CLEARWATER, F'LORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING R..,.Not.- DDCRlPlKlN IlEDRAWN BY Novo R.o. atECl<m BY W.J.S. /IPP. ~~~ BY TYPICAL CURB CROSS SECTIONS !>~!E 21"91 NlEX NO. 101 IOF2 Remove Curb if Existin 9 Exist Cone Drive + Max Slope ~1" t4" 1 /2" Exp. 8 t Prooertv / R.O.W. LIne ~ Conc. Sidewalk I PLAN VIEW Modified and Volley Gutter Curbs join exist back of curb /: 12" ~ Tex. tured s.urface 1"L-----" Max Slope ~~ .', .. ~~~.~. ...._... .......,. ........ .....1\., :. ,'.' r..~';,:", >.t. Remove to an . '" 1 /2" Expansion Joint even joint or sawcut ex..... .- 0 0 :::!: ~ a. .. .. 0 n1~ E-. ~'1 ., . .. '. . ..' :.........., Remove Back of Curb on State or Vertical Curbs with a vertical Saw cut or Remove entire Curb and Replace as Part of Sidewalk Ramp. SECTION A- A NOTES: 1. ProYlde tooled joint. at dl.tance. matching the wklth. AIIO place expanllon joint. at drlVftQ~. 2. If .oole ph~lcal obetructlon exl.t8 which preYlll'lt. the placing of .ldewalk. a. Ihown, contact the Englneerfng OM.lon for alternate location. 3. Wooden and other Ip<ICW'l will not be permitted In lldewalk. or drfVftQ~. 4. No coating. of any kind wlll be permItted on concrete lIdewalk. or drfwwa~ wIthout epec/flc approYllI of the CIty Engln.... ~. All concrete thall be 3000 p.I min. 0 28 da~ with fiber melh reinforcIng. e. Concret. IUrface to be light broom fInllh. 7. Concrete drlwway conetructlon Ihall be 6" thick w 6x6/IOx10 welded wire mellh relnforcemen t. 12" 1 " L-----" Max Slope + k' 1 / + ----.J l' . .. .' 'J .. .. .' , ~ .. ,. ~.. ..'. '.' ., " ..... /: .'.-..:<r.,'.~.~.::' :~'. :':l';"'';'':''':''.:'''''~ .. ... . ~ ... . '. J . t If. 1/2" Exp. om 16" Joint TYPICAL DRIVEWAY CROSS SECTION E.o o l- I- :J .....u It. l' City R/W 2' County R/W 4' Min Residen tial Street 5' Min Arterial Street 1/4" per Foot t.. 4:' '. ~: ~ .... .: '.- #. ......_... ..' '.:. . ,'!'I' . .~..: ..1 Back of Curb 3000 psi cone 4" thick. Constr. 6" thick at driveways with 6x6 #10 welded wire mesh. See note 7. SECTION 8-8 8. Ramp. ahall haw a tactile IUrface, textured to a depth not exceedlno 1/8" by UN of tamp or roll.. In conformance wtth requlrem nt. of FOOT Roadway and Traffic O"l9n Standard.. Detail 304 or mOlt recent modification.. 3 2 4/8/02 1/85 tt/t3 DAlE t I'.EV. ?T~~~-~~~;~~: 2~' - - ._~ r ~ :: ': i : . ~ I ':.or '" 2~' , .~ . <Xl - ._~ Rev. Not.- CITY OF CLEARWATER. F'LORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING TYPICAL SIDEWALK CONSTRUCTION AND RAMP DETAIL R.o. acIdM not. ~rBY DtlE 1/93 NlEX NO. 109 10f'3 modIW CUlt>> cut DESaltPllClN .MIl atECl<m BY T.C.J. /IPP. ~~ BY 1 1/2" TYPE: 5-111 ASPHALTIC CONCRETE PAVEMENT SECTION DETAIL CAST IRON GRATES 3'-4- I I _3'::" MIN. .5' r 5 3/4- I~~ ......... c ~_~ 10 ~ '"-' Eye Bolts ~ ;.::::::. See Index 'Z1 ~ CIl ; :; gel "'- ~ '- 14 Bars ~ Jt d: c: o 12" Ctrs c:::i ~ ~ . <D , ~ c: o CD SECTION TYPE E Recommended Maximum Pipe Size: 3:-0: Wall-24: Pipe 4 -6 Wall-42 Pipe IN LET E TYPE E Straight Bars 2"x 3/16- Reticuline Bars 1 ~4" x 3/16- Bands 1 1/2" x 1 4" Approx. Weight 21 Lbs. STEEL GRATES NOTICE: Steel Grates He Required On Inlets With Traversable Slots And On Inlets where Bicycle Traffic Is Anticipated. FDOT TYPE "E" INLET NTS NTS 6" 3000 PSI CONCRETE PAVEMENT --~----~---------t----- MIN. ' 12" COMPACTED SUBGRADE TO 98% MAX. DENSITY CONCRETE PAVEMENT NTS . /--; ~ swing gale (I>!>,) (/ 4'-8" "I . I I 1.1 I 1.1 I . I6" dia. Steel bOlla~ds :.. .0 cone. Fnled (t~) ) ~ r- - 10'-8"~ = ~ 'j ( .......~ .,.....1 Qj- a..~ I-;- ~a.. u c o u 48- - Max _ . U) 12' clearance min. 00 T 4' Min. L o PLAN tiU. ~':': ':~::J SECTION A- A NORMAL VALLEY GUTTER CURB SECTION - SEE INDEX 101 L""] ...... ...... ....... .... ". ..... .' SECTION 8-8 NOTE: Subject to City Engineer's approval. To be used only In unique situations. f- I- '- drop pin hole (tW.) I Construction Join t Permitted (Typ) _A\ r~ -A STREET WITH CUR8 1I~ - 01'- i=l1 II: III: I 4' Min. .1 I Steel (Size Casing / Varies) NOTE S o o m - 36"min. Ductile / Iron Pipe 1. All pipe thru casing to be ductile iron. 2, All pipes within casing to be restrained by restraining gaskets. 3. Casing pipe to meet F.D.O. T. standards. TIe beam with 2-'5 rebar continuous 12' clearance min. 6' Grade I 1 - 14"_~. ' J r ] 6" 8" 8"x 16" concrete footing w/ 2- #5 rebar (typ.) ELEVA TlON tiLS.. I 4/8/02 REV. DAlE R..,. Not.. DESalI'TlON .<l ~.<l - C 6"R (Typ) -B -C Lim its of concrete swale Limits of pay quantity swing gate (t~.) / "-1-15 at 4' center drop pin (t~.) r.l'nde J Looo. p,s,l, concrele slob with fiber meBh reinforcing - monolithIc, mln 6" thickness, 6"x6" / 10x10 W.W.F. CITY OF' CLEARWATER. F'LORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING DR"''' BY L.... R.o. atEc:.: BY /IPP. ~ BY DUMPSTER ENCLOSURE SINGLE . ~e . \\<" ~\"" . ':!' e~ ,:>0 0.....'<''' ~ <:>'" ,\~' . \(0e 0 \.: v .....e <,0 ~ PLAN 2' REV. D...lE DE3CRlPllClN ~~ INDEX NO. 70t 1a:3 l' I I rI >l';.~"~:',:,,~., ~ b \ 4 #6 Continuous 01 SECTION C-C CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING CONCRETE SWALE DETAIL VALLEY GUTTER CURB IlEDRAWN BY Novo atECl<m BY /IPP. DESI:.fB~Y STREET WITHOUT CUR8 I Cl 0... o w 11311-11' 4' Min. I ~ Rest,oining Gaskets (typ) 1 2/95 NOTES & PIPE DES<:. IlEV. DAlE DESCRPllClN '. 1 n \, 1 I' i >' '. :.- -- 6" L1MEROCK :.oIIl BASE MATERIAL // ~ (LBR MIN. = 100) ~~~~~~~~>% -12" COMPACT STABILIZED SUBGRADE ~>V>>>>W>>~ y>: TO 98% MIN. MOD. PROCTOR VALUE v..<'0v..<'000'\ '..<'00 PER ASTM D-1557 (LBR MIN. = 40) : i IAlr-lII- Ilr ~ - CITY OF CLEARWATER. FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING IlEDRAWN BY 8. v.o. GCH atE= BY ._ DESIGNED BY f'rr. a.c.H. JACK AND BORE p~1E 7/92 INDEX NO. 107 1 OF 1 ~~JE l/VO INDEX NO, 407 I a: I ~ ~u. I. 1.1 'a,. . . '" '" ;,,~ (J. ::.:::~:::;:;:::': Z: :':~:i:!::!!::::::;::::::,:,:':,' , ' t. i" ;, ~ ,. Ii ..".. n ",n"."....' Z !,:: l ~ ~ lIiig !i.E~ g~n! . z . ;:::: ~::::::::::::::::;: U:s """,,'''.''.'''''.'';''''.lInuili "'_I..'... """"''''';'.'';;;;;'''.; , . .,......, ..."'"",,".,,..... ",.,..j.,... .."'p,.",..",,ijiinnii.i ,..,...,.,.",;,;"".,ii".'.";,;';.a'ri, Z'" ','"',I,.'.."j"."ii,,,,..i.,,,,,., ..... :;:::;;:;:::;;;;;;::;; L . , , . iI.a"..." ~." ,. ~,," ,. 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'. !.'\Ij: L_ ~ :;~l~:~'~f ~~ . , I hi. .'<."::'.::'::::" iLJ ~:~ '.::.).~.:.:i~~.'.L.. ... j z~:~:m~~~ .::L U ,:;~':;;:~~;~..." .....",.,.,.",,,,,,,.,, E-t Z LD Z 0 LD ~ W. r:- ~ 1-4C") ,.r::::jU~C") P-t ~ 3:i53~ ~ ~~E2~ Q-C:X:OE-t ~P-t~< o~ ~ ~8Z~ ;:S ~~ ~ r:-U E-t o ~ ~ > Z o ~ :t < ~ ........ ~ o ~ ~ if) ~ ........ < E-4 ~ Q ~ < ~ ~ Z ~ CJ W :::i: <! Z ~ W W I (/) >- CD z o F 0.. Ct: o (/) w o t=! <! o o z ffi w z <:5 z w ~8 ~~ Oul Vi <:5 w UlO:;: ul ~<( z>- =>al 98 ....Jul <(ul >0 f-al O;:i zw RJM ISSUE DATE: 12,07,04 W :2 <! z ~ o W -:> o Ct: 0.. .. 0:: ~ E-4 ~ ~ < ~ z~ ~U <! o o .....J ~ U W -:> o Ct: 0.. NNN :::.::::::.::::::.::: Ct:Ct:Ct: t=!t=!t=! <!<!<! ~~~ Ct:Ct:Ct: <!<!<! ~~~ OOU lL.lL.lL. 000 ~~~ uuu 0Ct:Ct: ~ww 0..0.. W ~>> ~~d~ ~ '<t~~ 000 (00)0> NNN cOo..... 0.......... .....NI'/") O::W>-Ul-OZ(fl DRAWN BY: CHECK BY: ORIGINAL DATE: KEZ 08.06.04 SHEET 7 OF 10 TYPICAL FIRE HYDRANT SETTING n. Ls. <lJ C ?: '----.. L 0: _ t I ~ :a> Max. 15' - Min. 4' Back of Curb or of Pavement 18" Min. 24" Max. VEdge , v/~~ I I t Distance Varies ! /VGIVe Box - J, "V)-....Y/, ! '(<,,~'Y~ , W/~/ I I ~ i I I / Mech, Joint Volve ~i!!! ~ -r~~ I "-- Restrain ing Joint (Typ.) / 1~0.' 'V/)'0?U~ , "'Y>.:. c L to I N ONLY APPROVED II i I l" i ~ T ~ J,. ~ Kennedy Guardian No. K-81 A Muller Centurion No. A-423 U.S. Pipe Metropolitan NOTES: 1. Steamer Connection to Face Street. 2. All Fire Hydrants to have 5 1/4" Valve SeaL 3. Fire Hydrants Shall be Placed at Street Corners or In the R.O. W. Adjacent to Side Lot Lines Whenever Possible. 4. See Sheet 3 for Typical Connections & Fittings. CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADt.4INISTRATION ENGINEERING TYPICAL HYDRANT SETTING CROSS SECTION DAlE 01 i15"/92 H~M40. REDRAM4 BY B.V.D. CHEa<ED BY G.C.H. N'f>. ~~I BY T. . . 2 OF 4 D...lE DESalI'llOH REV. SERVICE CONNECTION DET AIL NOTES: 1. WATER MAINS TO BE ON NORTH or EAST SIDE OF R.O.W., APPROX. 4 FT. BACK OF CURB UNLESS OTHERWISE AUTHORIZED BY CITY ENGINEER. 2. SERVICE CONNECTIONS TO BE 2 FT. FROM SIDE LOT LINE ON EITHER SIDE OF LOT (SEE SHEET NO.3). THESE SERVICES TO BE CONSISTENT WITHIN THE SUBDIVISION. DRIVEWAYS SHALL NOT BE BUILT OVER METERS. 3. ALL LINES SHALL BE CHLORINATED and PRESSURE TESTED (TEST FOR ONE HOUR @ 150 P.S.I.) UNDER THE DIRECTION OF THE UTILITIES DEPARTMENT. AFTER SUCCESSFUL COMPLETION OF THE TESTING and CHLORINATION, THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES. 4. TEN FT. SEPARATION REQUIRED BETWEEN PARALLEL WATER & SANITARY SEWER LINES. 5. SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS TO 4" PVC MAINS. SADDLE IS REQUIRED FOR 2" SERVICE CONNECTIONS TO 6" and LARGER PVC MAINS. LARGEST SERVICE CONNECTION TO A 4" MAIN IS 1 1/2" and LARGEST TO ANY MAIN IS 2". 6. MINIMUM DISTANCE BETWEEN SERVICE TAPS TO BE NOT LESS THAN 36". Threaded Corporation Stop MUELLER H 1 S008 or approved equal (Tap at 4S' Angle) r Curb Stop /' MUELLER H143S0 with Lock Wing and ~ ~&Q Compression inlet or approved equal I ~ COt.. ~ :: .:-..' ~ - Saddle if Required See Note 5 -------...... ~'t!1' ~~~ Saddle shall have double I :x: stainless steel straps ~"~ , with epoxy coated --=-.>V ductile iron body. \ Water Service Tubing Driscopipe 5100 or Endot/Yardley Blue Jet, SDR 9, 3408 Polyethylene Water Main CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADt.4INISTRATION ENGINEERING 1 12/22/94 REV. D...lE REV. W...TER SOIIoIa: 1UIIIl'tO T'I1'E DESalI'llOH AEIlRAM4 BY a.V.D. OCH CHEa<ED BY ~. DDlGNm BY D...lE 01715/92 ~r' 1Of3 WATER MAIN SERVICE CONNECTION DETAIL 1 1/2" DETACHABLE ADAPTOR CONNECTION AND CAP W/ ATTACHED CHAIN STAND PIPE DETAIL n. t.s. -"'~ ~ ta- L 2 1/2"x1 1 /2" REDUCER - - .Ii ..... .-rr nn 4" Fire Service -I~ 1 r. r ~ l...'- -1 ~ ~~ , , r ~~ l ~ 90. Bend MJ X SLIP TYPICAL HYDRANT SETTING n. t.s. Connecting Piece w/integrally ~ cast Mech. Joint Gland on ~ one End-D.1. Rotatable Mech. _________ ~ Joint Gland on Other End. ~ .-. ~ .. Fire H ydran t Assem bl y (Typ.) -- Length Varies (See Note 1) Valve and Hydrant Tee w/D.I. Rotatable Mech. Joint Gland on Plain End Branch. - . -- ( @ ) .. Mech. Joint Valve "I --- 1r.. NOTES: 1. On Hydrants Requiring Runout Last Two Joints Must Be Restrained Per Detail 403 (2 of 2). REV. DAlE DESCRlPllOH ~~ ~~I o o Top View J.. ~ Woter Main CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADt.4INISTRATION ENGINEERING TYPICAL HYDRANT SETTING PLAN VIEW REDR..... BY a.V.D. CHEa<EIl BY N'f>. ~H~ ~ ~ Ford Meter Flange Approved Backflow * Prevention Device (Flanged) Ford Angle Valve (Flanged) / Flow - c:~ liE ;:::; ill Meter (Flanged) 1 . .S <Ll o\) ~Vi "1\/ 12" ~ ~ ~ ;::::; Brass Nipple iII~ ~ Q) E <Ll o\) +-' .- CIl(/) :J U --- TYPICAL SINGLE DEVICE 1 1/2J1 and 2" MODELS NOTE: Device mUBt be installed level. * APPROVED R.P. DEVICES Hersey-Beeco Model FRP II Watts Model 909 or 009 Conbraco 40200 * APPROVED DOUBLE-CHECK VALVES Hersey-Beeco Model FDC Watts Model 709 or 007 Conbraco 40100 REV. DAlE lESCRIPllOH D.A lE 01/15/92 ~r' 3Of4 CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADt.4INISTRATION ENGINEERING AEIllJ2' BY TYPICAL METER SETS W / 0~"'~4 CHEa<EIl BY BACKFLOW PREVENTERS 1 1/2 and 2 MODELS ~r' N'f>. DDlClHED BY 2 OF 5 P.V.C. PIPE RESTRAIN T THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLlCA nONS: 1. BEND - INLET AND OUTLET 2. TEE - OUTLET BRANCH 3. OFFSETS - INLET AND OUTLET 4. CAPS 5. PLUGS 6. DEAD ENDS 7. HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS lI.. r----- L ----1 ~ * ~ Megalug Restrainer (TW.) Ebbo 1500 Series (T}\J.) ~ ON ALL TEES, A MININUt.4 OF 5' SHALL BE RESTRAINED ON EACH RUN LEG L - t.4INIMUM LENGTH TO BE RESTRAINED ON EACH SIDE OF FITTING (ft.) FIGURES BASED ON 30" DEPTH BURY, 150 PSI TEST PRESSURE. e" PVC MAXIMUM SIZE USED IN SYSTEt.4 NOM. PIPE SIZE 4 6 8 ELBOWS (deg.) VAL VE TEES BRANCH 28 47 66 DEAD END 46 65 85 11.25 2 3 4 22,50 45 4 9 6 12 8 16 90 21 29 38 REV. DAlE DESCIllPllOH CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADt.4INISTRATION ENGINEERING REDft..... BY a.V.D CHEa<EIl BY N'f>. DE'9IGNED BY G.C.H. THRUST RESTRAINING 9 )b"2l)99 ~r' 1<lf2 Cleanout Plug N '----.. L I- 9 5/8" -I ~/////@ f ; -.v.." "''n' I'io~ 1'" ~:i "iV,iV '<<V,iV 6" or 8"- 1/8 --<- E1 ~ Bend /I Iff" 17-- 10 5/8" ------1 Ir 9 7/8" -----ll ~ t V /I r // V rr:; 1/ IV ""7l Concrete Pad 4" Thick x 1'-6" Sq. Plug (See Note) ; ~ "- t/') t/') h I 8" Sewer Main ~ 13 1/2" CLEANOUT PLUG DETAIL CLEANOUT DETAIL N.T,S. N.T.S. NOTE: Cleanout plug to be U.S. Foundry 7621 or equ al. a.n.aa............... Eg~ g~ ~J~ ~:~ n G' " ::;;,!;:::::E!m Z ;: :::::::::!::::~ o ~ : :::iiiiii ". Z 2 ~,: in i [, i~~tH:;::::1n :., :.: ~:.~~' :.~'~.:'::~:~~~~::~.: _ .1'J'.I'....~..........."......,. v-s ~ [:<[f' r t: l~~li~lr~: .... uJ ::>..~ t'iiy:nmimmUi }- I:, ". ,...... '. ""''''..''.'. '.'". .... ""'.... u ~ !: ft.:: ~!: ' ,~~H~~EtHH~ H ~ A u.J ~:!~,!~'E::!:mmmg ~ }-. "",." ',. '"1l"~.".~"...,,..;,; U- r: :':~':: ::':.~:::::::~n:: U ' W:!imm~mr~m o ~ ;: :'; : ' :::::;:::,:::::::::~j If) ~ '~~i":i:HH1.HEEi.1H' ~ ,. ,... ,. ... ".a .."" ,,,;,,,,,,, "" '..1_1'. ....,,,.....,,,,..,,..;,... t i\ <t: :~:F,:mmi;nFW; V) U' ",..,..,il"":""'.;I'''~';,''''''"'il A If): :::':~ :::;:::;~m:;::::' ~ D :::,:::::'m:;;:m:.:m ..). 3::::;;: ,:::::::::::::::,;:: ~ "...,....,.,..,",.~"~~"..,,iln.n"n... U ,; [~. ~ ;: ,i ~~ jjj~j j;; iiii; <( :: ;~Imm~~ >- G ::i:~~' .~.~:'::;::: Z'::W;~ <r ie >~Q N ~ ::Qm H' I: zi:re Pf In L __ ~:~ ~:,,~j~j }I~ ' c u.J: :;. ~..':..:..:.'."::~. ".:'::;::t! uJ .....l::. ..~ ::::::I::':::iij -::.. ~~~mQ;:ljj;~, .... ) ~: ~~,h, :::::~ 'i<::~ .:::L U! :~l~ rm~~~~ .. . ., ~ II ".~ II'"'' II "'11 I "" CITY OF CLEARWATER. FLORIDA ENGINEERING DEPARTMENT REDR~~ BY STANDARD 11 JS!f/95 OIEQ<ED BY ClEAN OUT ~"o. W.J.S. 1Sanltary) 304 ~. ""T'~. BY 1 <If 1 REV. DAlE cecAlPllOH ~ <'y NOTE: THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE BY USE OF EBBA IRON MEGALUG RESTRAINERS. ll-lRUST RESTRAINT BET'M:EN PIPE JOINTS SHALL BE BY EBBA IRON SERIES 1500 RESTRAINERS. ~ - - - - 111(( ilL JlXIII:: :0: :0: /~=3 Tapped Flange ~ r Brass Nipples 2" Backflow Ball Valve ~t~... I (Typ.) ~~preventer '- I. -'11'<< 1[ n m. 111 oe:=J" 90' Brass Ell - - - '-- ))11 d r - - ~ Flow "- Tapped Flange f "- Ball Valve .. .1 90' Brass Ell BYPASS DETAIL Approved Backfiow Resilient Seat r Plate Strainer ! Preventer * Resilient Seat OS & Y Valve ~ / OS & Y Valve Flang,d T"~ ~ t / Flaoged Tee Flang,d gO' 8,nd-----... ~ ~ __ __ .F-O..F-O. A.--./~ ~/Flang,d gO' 8,nd ( ~ 0 o![...JI[ ~~o 0 ~ ~ ,.,--uniflange 1;= M,t" I 1;= 3 12" ,.,-- D.1. Pipe ", I / ~.';'?;. ,I, / J ,I, r.:...~ ~ E=3_ M.J. 90' Bend _____ III w A ,Il Supports h ".,E=3 III ""- M.J. 90' Bend ..... - Flow TYPICAL COMPOUND WA TER METEr~ SET NOTE: 1. 0 S & Y Valve Handles will be Chained and Locked. 2. Meter Sets will be Painted After Installatron. 3. B>pass Pipe & Fittings Shall be Threaded Brass. ro.ts. * APPROVED R.P. DEVICES Hersey-Beeco Model 6CM Ames 5000 SS Watts Model 909 or 009 Con bra co 40200 * APPROVED DOUBLE-CHECK VALVES Hersey-Beeco Model No. 2 Ames 2000 SS Watts Model 709 or 007 Conbraco 40100 CITY OF CLEARWATER. FLORIDA PUBUC WORKS ADt.4INISTRATION ENGINEERING TYPICAL COMPOUND WA TER METER SET DE'9IGNED BY 90' RISE ~. 3 ,4 and 6 MODELS REDRAlIN BY M.F QIEQ<ED BY REV. DAlE cecAlPllOH TYPICAL VALVE SETTING n. t.s. Y/~~ v>-.y~ ::< W// (/) .S: o ~ Adjustable Valve Box ~ L- .S: 4? ~ ~ E ~ (() 0 I () When Valve Occurs In Roadway, ~ set Base on 10-Common Brick. j \~/ .&~lllnTN '~~:~~ ~ Mech. Joint Valve J ~ ~ Restraining '+- N 0 ~ .... a. Q) o ~ Water Main Joint CITY OF CLEARWATER, FLORIDA PUBUC WORKS ADt.4INISTRATION ENGINEERING TYPICAL VALVE SETTING CROSS SECTION REDR...M4 BY a.V.D. CHEa<EIl BY REV. DAlE ~. DE9ClHED BY G.C.H. cecAlPllOH 1 I \ ~ DA 1J: 02/94 ~~. 3 Of 5 o < H ~ Z o ~ ~ ~ < ::r: W ~ <( Z t- U W ---:> o 0::: a... NNN ::.:::::.:::::.::: 0:::0:::0:: ~~~ <(<(<( 3:3:3: 0:::0::0:: <(<(<( ~~~ UUU lL.lL.lL. 000 ~~~ Quu 00::0:: t-ww a.. a... w ~>> (j)ww 0:::0::: '<t-t'<t 000 100>0> NNN ocio..- 0..-"- "-N~ . D^lE 01/15/92 ~r>' 1OF4 E-t ZLD Z OLD ~ rnl.'- ~ ......-tcrJ ~U~crJ ~ ~ 0....::1<....::1 ....::I....::I::r:~ 5~E-t~ Q~@5~ ~~~-< ~::?J ~ c..?OZ~ ~U -< ~ ~ ~ ~ T'"'4 ....::I E-t l.'-U ~ (::l ........ ~ o ~ ~ [f) ~ ........ ~ ~ ~ (::l ... ~ ~ ~ ~ ~ ~ ~ z~ ~U <( u o ....J t- U W ---:> o 0::: a.. ~ ........ ~ ........ ~ ~ w ~ <( Z t- w w I (j) >- lD z o F a.. 0::: u (j) w o ~ <( Cl o z a::1LI>-Ul-OZUl ffi W Z C3 Z ILl ~o OW ILl 0: z~ (!)Ul ViC3 W ~o: ~<{ z>- =>ID 00 :JILl <{Ul >Ul o I-ID O:::t zw CHECK BY: DRAWN BY, RJM KEZ SHEET ORIGINAL DATE: 08.06.04 8 OF 1 0 ISSUE DATE: 12.07.04 MOUNT CONTROL PANEL ON HINGE SIDE OF ACCESS COVER FOR OPERATOR SAFETY 'l": :::'\ o . [ 1 I " . ." . D " , . .\ ,',. .' b 1 I o . - 1 I \ \ - . . .. . .,. '. .:.. II ... ~ . .. [ 7" ] r ~ . ':.' :' , []]] '/. <t. .. . . , '. .. 26" X 36" X 18" DEEP COMPOSITE LOCKABLE VALVE BOX H-10 TRAFFIC RATED (2) <1>2" SCH 80 PVC COUPLING wi COMPRESSION RINGS 2" BRASS VALVES DESIGNED FOR SEWAGE SERVICE 2" WEDGE GATE VALVES OPENS 100% 1 ." ;.;. ". .1:1 ," iiiI I _'t.'~.' ..... ..-- '. .. '. ,"~ ... . : : .,: .l 1," . '.. ~ ,~ ' - '.. , , .. ....... . . : . . . "... ",', . . cO D ~FL DEP-LOCKABLE CONTROL PANEL FG GENERATOR RECEPTACLE (2) GAS-TIGHT SEAL OFFS AND JUNCTION BOX (BY PUMP SUPPLIER) 6000# LOAD RATED ALUMINUM TOP wi 40" LOCKABLE HATCH, SS _ CONTINUOUS PIANO HINGE & TAMPER PROOF BOLTS. 300 PSF LOADING. L.....- 2" FULL OPEN SWING CHECKVALVES TO ENTRY CLEAN-OUT PORT DESIGN 2" BRASS CROSS, 90. ELBOWS AND NIPPLES PVC SCH 80 UNIONS AND PIPE ..,. ... .. ' "" ' -". .!. ., .. , '. '0' . o r:DCJ ",. ~-y- ~:"'~""."'~ . . ~:.. ~': '. " ;:' ~ ... DOOR OPENS 180. j .... '.,~ 2" I BYPASS CONFORMS TO I ~ :'.<':. :,; PVC VENT W SCREEN 64-604.4(2)(A)F.A.C, ~ ~,' .11:. <1>2" SCH 40 (4) HOOK SS :;::: -y PVC P1PEcn: ~SC~~~E C~~~~ER . <"i, ":. _ TOP "'\!, ~ ~ ~I('\I(\I(\I(\I(~, / -, ': . .: '." E L. 1 2. 5 0 ~ ~ l~~~ t I ,ii ~~. .;: c ~ / ~ 7. ......\ :~:';~ 1 I I 1 mr ~). ~ I l] I l If' '~~-6 .. '. ..' ""\ _ _ L- I ---. <1>2" SCH 40 PVC SWEEP wi COUPLINGS EL. ~ ~o ALARM EL, q 00 INLET FIELD LOCATE EL.R ~o LAG/BOTH ON 007/0 0 fJ " rJ 0/1 " 0" " or-O 0 6 o~" lJ" 0 00 Uo "0 0" p" "0 NO BOnOM 1\ DISCHARGE <1>2" SCH 80 PVC PIPE ~ 9\2 SCH 80 PVC QWIK-DISCONNECT CAMLOCK (BY-PASS) .........-- ACTUAL POSITION V /' wi HOLE THRU WALL /'" 14 \\ m\ ~ m ~ OJ EL. 7 ~O ON TOP OF PUMP m _ ~ ~ <1>2 SCH 80 PVC DISCHARGE PIPES ............ "....- ~ ~~ FIBERGLASS REINFORCED POLYESTER y"""""" MONOLITHIC DESIGN WET WELL ASTM - ~ 03753 (BY PUMP SUPPLIER) RATED FOR H-20 LOAD CONCRETE HOPPER 1 : 1 SLOPE MIN. ANTI-FLOAT COLLAR CONCRETE BALLAST AS REQUIRED (1/4 YO CONCRETE BY OTHERS) EL. f) 00 OFF 50 X 50 FLANGE ELBOW BOTTOM EL. 9.0 ----- ~~ ~ ~ ~;1~~1 J I :!l:'~~ 1A 11, ~'<.;.~ A ;r~ SECTION 36" 10 ..I 14 1. HOSE BIBB WITH REDUCED PRESSURE BACK FLOW PREVENTER FIELD INSTALL BY CONTRACTOR 36" DUPLEX WITH VALVE BOX AND TSC PRE-FAB GRINDER STATION CONTROL PANEL PUMP SOLUTIONS @ MODEL TSC2-34,2.DWGCO REV 2003 GENERAL NOTES FURNISH AND INSTALL EBARA SUBMERSIBLE PUMPS: DESIGN CONDITION: MODEL GPM VOLTAGE DISCHARGE 2 15 SINGLE FULL DIAMETER HP FT /TDH PHASE IMPELLER 32 DGII 12 115 OR 208-230 2" I SEWAGE PUMP: 1. RATED FOR TWENTY (20) STARTS PER HOUR. 2. AIR FILLED MOTOR DESIGNED FOR SEWAGE APPLICATION WITH CLASS F INSULATION, 3. DUAL MECHANICAL SHAFT SEALS (SILICON CARBIDE / SILICON CARBIDE) LOCATED OUT OF THE PUMPAGE, IN A SEPARATE OIL FILLED CHAMBER, 4. HIGH TEMPERATURE BALL BEARINGS B-10 RATING OF 60,000 HOURS, UPPER BEARING - SINGLE ROW AND LOWER BEARINGS - DOUBLE ROW TYPE. 5. PUMP SHAFT HORSEPOWER (BHP) SHALL NOT EXCEED MOTOR RATED HORSEPOWER THROUGHOUT THE ENTIRE OPERAtiNG RANGE OF THE PUMP PERFORMANCE CURVE, 6. SINGLE PHASE MOTORS SHALL BE DUAL WOUND, CAPACITOR START-RUN AND CAPABLE OF OPERATING ON 208/230 VOLT WITH A 10% TOLERANCE VOLTAGE (190 TO 260), THREE PHASE MOTORS SHALL BE DUAL WOUND AND CAPABLE OF OPERATING ON 208/230 VOLT WITH A 10% TOLERANCE VOLTAGE (190 TO 260) OR OPERATE ON 460 VOLT BY CHANGING THE MOTOR LEADS INSIDE THE PUMP. FIBERGLASS WET WELL: SHALL BE A ONE PIECE UNIT WITH INTEGRAL BOTTOM, WALL AND UPPER FLANGE. THE ENTIRE FIBERGLASS WET WELL SHALL HAVE A DYNAMIC LOAD RATING OF 16,000 FT /LBS. EACH UNIT MUST BE SERIAL NUMBERED TO IDENTIFY THE TEST PROCEDURE. ASTM 0 3753 SPECIFICATIONS SHALL BE REQUIRED AS MINIMUM. ALUMINUM HATCH: TSC MODEL-40R (40") ROUND LOCKABLE HINGED TOP, REINFORCED FOR LOAD RATING OF 300 LBS/FT OPENS 180. WITH LOCKING DEVICE FOR HASP TYPE PADLOCK AND STAINLESS STEEL HARDWARE. VALVE BOX: FIBERGLASS COMPOSITE (H-10 TRAFFIC RATED) WITH INTEGRAL BOTTOM. (FOR 1 1/4" AND 2" DISCHARGE PIPING SXS HEADER SYSTEM) SHALL BE 26" X 36" X 18" WITH 17" X 30" LIMITED ACCESS LID, ACCESSORIES: #304 S/S - CABLE HOLDER, PUMP LIFTING CHAINS AND HARDWARE. VALVES SHALL BE SEWAGE SERVICE DESIGN BRASS SWING CHECK VALVES WITH TOP ENTRY CLEAN-OUT PORT AND BRASS WEDGE GATE VALVES OPEN 100%. PIPING: 2" SCHEDULE 80 PVC. FLOAT SWITCHES: UL LISTED SJ ELECTRO MODEL (SJ 30 SWENO). PUMP SUPPLIER SHALL PROVIDE SUBMERSIBLE PUMPS, CONTROL PANEL, JUNCTION BOX, FLOAT SWITCHES, WET WELL, ALUMINUM HATCH, VALVE BOX AND ACCESSORIES TO INSURE PROPER OPERATION ANG WARRANTY. THE COMPLETE PACKAGE STATION SHALL HAVE DI:~CHARGE PIPING ASSEMBLED BY TECHNICAL SALES CORPORATION READY TO SHIP f OR FIELD INSTALLATION, THE STOCKING DISTRIBUTOR FOR EBARA SUBMERSiBLE PUMPS: 1 TECHNICAL SALES CORPORATION, 4621 N. HALE AVE TAMPA, FL 33614 (813)876-9256 ,. Eba ra Submersible Pumps EBARA 32 DGII, DGF 2 HP Synchronous Speed: 3600 RP~ Single and Three Phase 1-1/4 or 2 inch Discharge Design flow: GPM 0 TDH/FT 120 I I I I I I 110 -1--0.. 74Jf'tt' .I .--;.f'tt (5... I I r -r-!/8") F7.J. . I I I r-;..:. 'Ll. SI 1""-00 -.7 29f'ttf'tt (..1 I I I ...... 'It Dtt 1 ~.s",V I I ..... 1""-00 -.72Jf'tt,n ~, OIA ..... I ~..;,~..J4"'iJ}'''''''''::' ..... I I ~76 0 ""-- ........ I I I I I ....-: fA;...... "" 1""-00 7 70f'tt I .I I ~...... ~ _ ~f'tt (4...,,' I ..... ........ -2.?!n(JJ 1"76' 0 ...... , 40 J"'J ['-I~ fA. ...... \ ~0(.4........... " --.. ...... ...... I I GRINDER = 100 90 80 S 70 '0 i 60 % ~ 50 30 "" 20 10 o ..... ........ ........... \ 1 .... o 10 20 30 Capacity US GPM 40 50 PUMP PERFORMANCE CURVE CONTROL PANEL -SHALL CONFORM TO FL DEP 64-604.42(A) CONTROL PANEL SHALL BE TSC MODEL # 38-0 IN NEMA 4X FIBERGLASS ENCLOSURE. THE PANEL SHALL MEET STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP), ENVIRONMENTAL PROTECTION COMMISSION (EPC) AND LOCAL CODE REQUIREMENTS GOVERNING PRIVATE LIFT STATIONS. FLOAT SWITCHES AND CONTROL SYSTEM SHALL BE UL LISTED AND INTRINSICALLY SAFE. ALL COMPONENTS SHALL BE UL LISTED, A JUNCTION BOX IS REQUIRED, WITH SHOP POURED SEALS BETWEEN BOX AND CONTROL PANEL TO PREVENT SEWER GAS ENTRY INTO CONTROL PANEL. ELECTRICAL CONTRACTOR TO PROVIDE SERVICE DISCONNECT WITH LIGHTNING ARRESTOR MOUNTED PER LOCAL CODES, THE CONTROL PANEL SHALL BE SUITABLY INSTALLED TO PREVENT SETTLING OR TIPPING. - \CONTROL PANEL LAYOUT ORB CCB MB1 MB2 MCB ECB "........, "........, "........, "........, "........, ,..... - :: GR DCD t--- --- v"., AL~ '---- ~ ~ ~ ~ ~ '\ ~~ S91 S~ SEAL FAIL @ o Q INDICATOR LIGHTS ETM 1 ETM2 HOA ~ ALARM AND RUN LIGHTS \" r POWER LIGHT \ !J / r (4) FLOAT LIGHTS H~ J l)f /::,. I, LEAD/LAG IQJ)! : I n/~ SELECTOR QJ) \. 0000 .~ DR(GFI) , ALTERNATOR TEST / '--' - v/... AH ---"""" - PRESS-r-. TO ~ SILENCE _I I ,......, "-" SAFETY DOOR ALUMINUM INNER DOOR REINFORCED ON ALL SIDES ~(2) SHOP POuRED GAS h/ TIGHT SEALS 1-1/4" ~ APPLETON TO PREVENT SEWER GAS ENTRY NTO PANEL I ~NEMA 4X ~ 12 X 12 X 6 FIBERGLASS JUNCTION BOX W/ALUMINUM SUB PANEL AND (5) TERMINAL STRIPS SHOWN OPEN FOR CLARITY - '- I "l l. rrr 'I, , II. I. I. I. TTT 61 I '" HIGH WIFff1i~ flOAT TERMINAl. sml!.--- ( I 166611 ,1166611 d RWB ~ RWB ~ lMERNALl+.l 11€RNAL.l+..I PUMP 1 TERtofINAl. _~_ PUMP2 TERtoIINAl. !!~ I!!I ~O PROBE I!!I ~O PROBE PUMPS-- _____ FURNISH (2) CONDUITS --FLOATS TO WETWELL 2" MIN SEPARATE CONDUITS L<: .....<: REQUIRED BY NEC (1) FLOAT CONTROL CABLES (1) PUMP POWER CABLES AH AL ASB ATS CCB DR ORB ECB ETM F FL FS CDGR GRD HOA LA MB MCB MS N OL'S Q)PM PTS R RC RD RL RTS SC SF SR @SP TTS LEGEND ALARM HORN ALARM LIGHT ALARM SILENCE BUTTON ALTERNATOR TEST SWITCH CONTROL CIRCUIT BREAKER DUPLEX RECEPTACLE DUPLEX RECEPTACLE BREAKER EMERGENCY CIRCUIT BREAKER ELAPSED TIME METER FUSE FLASHER FLOAT SWITCH (REGULATOR) GENERATOR RECEPTACLE GROUND HAND-OFF -AUTOMATIC SELECTOR LIGHTNING ARRESTOR MOTOR BREAKER MAIN CIRCUIT BREAKER MOTOR STARTER NEUTRAL OVERLOAD HEATERS PHASE MONITOR PUMP TERMINAL STRIP RELAY RUN CAPACITOR DISCHARGE RESISTOR PUMP RUN INDICATORS REGULATOR TERMINAL STRIP START CAPACITOR SEAL FAIL START RELAY SURGE PROTECTOR THERMAL TERMINAL STRIP SINGLE PHASE WIRING DIAGRAM M\ - U-RED ~SP - LA MAIN 2YN 'TO us I 3W V-WHITE Y-BLACK NBl rr- N5 1 01..'5 5PNl l PUNP 1 CAPACITORS AND RELAYS ARE PANEL MOUNTED CD ~ ECB ~ N92 NS 2 OJ.'S SPN2 ~ ::: ~PUNP 2 VN Q)d:t ....... ~ ~ CONNECTION POINT "A" THREE PHASE WIRING DIAGRAM U-RED V-WHITE W-BLACK @ "'~r ~ ~ .., 0<.', 2YN ~ I ~ ...-v- ~ ;' ~ii ~~~,~~_, CD "" o-Q PM 8_ ii' ::::: :::;:;:: ""'" Q)@ , I ....... N -0 CONNECTION POINT "A" r F'1 ~ -- ~ T EN 1PN/VN 1 8 ORB THERt.W.. 1 A TIS A Be 910 01..'5 NS 1 EN I I I G) MOlSl\JRE 1 I I MOlS1\lRE 2 I I TH-'" 2 TIS OJ. 'S NS Y'_ O.A ~ BlJ B14 R2 F' 2 lA F 3 A ~~ SEAL PROBE 2 BUS B18 R2, SEAL FAIL 1 1 R3 9 SEAL F'AlL 2 1 9 ......... SEAL PROBE 1 811 B12 13 14- R3 13, 1}4- R ~PL1~ R lA 1 1 2 4- II e DUPLEX CONTROLLER II 9 10 11 12 J F'R4 A B7 .r- B8 o HIGH AlARN A F'R 3 eo .r- B& OlJiG/BOTH F'R2 ~6~4 A FR 1 Bl 6~2 Fl --0 AI. A1 ' / A2 / , ,.., n Rl 5 8 ~ 1----0 --..... Rl I 2 '7 ~~ "PIT PANEL WIRING DIAGRAM PANELS SHALL CONFORM TO FLORIDA DEP 64-604.400 G) GENERATOR RECEPTACLE FOR EMERGENCY POWER CONNECTION WITH INTERLOCK @ SURGE PROTECTION AND LIGHTNING PROTECTION ON ALL INCOMING LEGS @ PHASE PROTECTION SHALL BE PROVIDED (1) SEAL FAIL DETECTING PANEL MANUFACTURER SHALL BE A "UL" LISTED SHOP. @ *'.t , '" ~ ,.,iI,,,,; : ': t ~;::::: t,:: :.::: . ~: i ';:: 11 Ijl IIlll111li U :)."".--'.".""""...."""',...".."'" .. ~ I.' " '.'" ...." ~"" "'r.t. 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H;H: U "~"'"'''"''.''''"''' , ., " "" "." ~ ".,,""" " 'I""""""'''" , . """"""""",, ; ~,.': :~,::':':.:::::: . , """""""""" <( ~. @[~ ;~~~,~~Tr:~J!i >- \.J ".. '~'. ""."''''',,'' """"''' " "9:::::'::::::;':: Z"!.i.f'...' """''''''" ".",,, ;% ':::::::;::::::::: C2 . .51'.. .".'.'''''''''''''''''' , ,.10,,,,,.,,,,,,.,,,,,, '~""'''''''''.." uJ .. :.,' ::::,:: :u; uJ.' .Si..i' :.'.!.'i:.'~ ~ :r: Z l:lJ!' :~:~: " - ;' ,',," L~ ~.. ,: ~,:.:: r:: uJ'. ..:... '.' '..;':'.' uJ ,:, :~:i:: ~' L ';!--i ~ u. ffl:,:;i'f:'f: :':m::::':.: E-4 Z LO Z OLO ~ [/)l:- ~ 1-lC'J ~uO:::C'J ~ 0::: 3:j53~ ~ ~~~g Q<:r:OE-t ~~~< ~::s . ~ OOZO::: ~ U < ~ ~ ~ 0::: ~~ E-t l:-U < o 8 j ~ ~ ~ > " Z ~ o ~ ~ ~ :t ~d w <( ~ U <( 0 Z ...J I- I- U U W W -:> -:> o 0 0:: 0:: 0... 0... ~ t--l < ~ ~ Q Z o t--l ~ < ~ if) ~ ::;g ~ ~ W :2: <( Z I- W W I (/) NNN ~~~ >- lIJ 0::0::0:: ~~~ <( <( <( 3:3:3: 0::0::0:: <( <( <( ~~~ UUU l.1..l.1..l.1.. 000 ~~~ Quu 00::0:: I-WW 0...0... W US>> (/)l::tl::t z o F 0... 0:: U (/) W Cl vvv 000 <DOlo> NNN cOo.... 0........ ~ <( Cl .-Nt0 o z Q:1oJ>-Ul-OZUl eJ w z B z w ~O OIoJ ~~ C>Ul UiB w ~o:: ~< z>- ::)lD 8~ ...JUl <Ul >0 I-lD O::::t ZIoJ DRAWN BY: RJM CHECK B~ KEZ ORIGINAL DATE: 08,06.04 SHEET 8.1 OF 10 ISSUE DATE: 12,07.04 & ~ ~+ ?!-'- h .+ -\: + -+ ~ + ~ TUE REMOVAL LIST PALM REMOVAL LIST Size !II!! ~ Tree Number SID !II!! ~ Tree Number 17 38" Live Oak 4.0 33 10" Sabal Palm 3.0 24 19" LiveOak 3.0 34 10" SabalPalm 3.5 38 35" Live Oak 3.5 48 12" Sabal Palm 3.5 40 7" Holly 3.5 49 12" Saba! Palm 3.5 42 26" Laurel Oak 3.0 50 10" Sabal Palm 4.5 46 30" Live Oak 3.0 51 10" Sabal Palm 3.0 53 12" LaurelOak 3.0 52 10" Saba! Palm 3.0 64 14" LiveOak 3.0 66 11" Washing10nPalm 3.0 69 10" NorfolkPine 3.5 67 11" Washing10nPaim 3.0 71 10" LiveOak 3.0 68 11" WashingIDnPalm 3.0 72 28" LiveOak 3.5 78 10" WashinglDnPalm 3.0 73 40" LiveOak 4.0 103 10" SabalPalm 3.0 74 50" Live Oak 3.5 105 13" Sabat Palm 3.5 75 6" Slash Pine 3.0 106 13" Sabat Palm 3.5 76 6" Slash Pine 3.0 107 12" Sabal Palm 3.5 77 13" Crape Myrtle 5.0 1011 14" Sabal Palm 3.0 81 8" Cl1IpeMyrt1c 3.5 109 II" SabatPalm 3.5 82 8" Cl1Ipe Myrtle 3.5 110 13" Sabat Palm 3.5 94 14" Hickory 3.5 113 12" Sabal Palm 3.5 96 30" LiveOak 4.5 114 12" Sabal Palm 4.0 97 9" Cl1Ipe Myrtle 3.0 liS 13" Sabat Palm 3.5 98 9" Cl1Ipe Myrtle 3.5 120 12" Sabat Palm 3.0 < 99 9" Crape Myrtle 2.5 128 13" Sabat Palm 3.5 101 9" Crape Myrtle 3.0 129 11" Sabal Palm B < 102 10" Crape Myrtle 4.0 142 II" Washing10nPalm 3.0 <- 121 5" Hickory 3.0 149 12" Sabat Palm 3.0 ) ? 124 10" Cl1Ipe Myrtle 3.0 ISO 13" Sabat Palm 3.0 'I f" 125 10" Cl1Ipe Myrtle 3.0 158 IS" Sabat Palm 3.5 (, 126 5" BatdCypress 3.0 159 20" SabalPalm 3.0 i 127 6" Bald Cypress 3.0 \ 131 7" BaldCyprc.~s 3.0 TOTAL PALMS TO BE REMOVED =29 I 132 19" LiveOak 3.5 ) l 144 20" LiveOak 3.0 I, \, 160 16" Ilickory 3.0 ~ ( TOTAL INCHES 1,538" ) ( ( t'-'~/"'''4'~''_-'''--''/ "..../..___~.....--,~"../', ,.-'""-"",,,-^,~~,.,,/'~~_,,^,,~"--"'''--_~'''-'''''''''.<''-'_''''''''''''''''' . /'''^~~'''-'''''~ _,<,_/<,._~~.,_~".../<,<,,/J INTERIOR LANDSCAPE CALCULA TIONS 1. VEHICULAR USE AREA = 2,931.09 SF 2. REQUIRED INTERIOR LANDSCAPING = (2,931.09 SF) (10 %) = 293.10 SF 3. PROVIDED INTERIOR LANDSCAPING = 931.08 SF (31 %) INTERIOR LANDSCAPING: , I PLANT LIST ~t~;~~~ ~ 42 ~ SP Saba I Palmetto, Cabbage Palm, (10'-12' C.T.H.) 2 . DH lIex Cassine, Dahoon Holly, 2- CAL. (8' HT.) 25 QV Quercus Virginiana, Live Oak, 21/'Z' CAL. (10' HT.) ( 2 UP Ulmus Parvifolia, Drake Elm, 2 1/2- CAL. (10' HT.) ( 6 LI Lagerstroemia Indica, Crepe Myrtle, (10' HT, MULTI-TRUNK) 17 MJ Phoenix Dactylifera, Medjool Palm, (10'-12' C.T.H.) Shru 214 319 507 77 10 210 515 164 & H Hibiscus Rosa Sinensis, Hibiscus, 3 GAL.; (Z HT,); 2.5' O.C. S Vibumum Suspensum, Sandankwa Vibumum, 3 GAL., (Z HT.); 3' O.C. I Raphlolepls Indica, India Hawthorn, 3 GAL.; 2.5' O.C. TV Pittosporum Tobira "Varia; Varigated Plttosporum, 3 GAl., (2' HT.); 2.5' O.C. o Nerium Oleander, -Petite Salmon,- Dwarf Oleander, 3 GAl., (2' HT.); 2.5' O.C. A Hemerocallis, -Aztec Gold", Dwarf Day Lilly, 1 GAL.; 1.'8 O.C. M L1rtope Muscart, Big Blue Lilly Turf, 3 GAL.; 1.5' O.C. V Ilex Vomltoria -Nana-, Dwarf Yaupon Holly, (Z HT.); 2.5' O.C. 'l.M- &~ J Trachelosspermum Jasminoldes, Confederate Jasmine, 1 GAL.; Z O.C. / / / ------------------------------------------------------------------------------------------- MATCH LINE (SEE SHEET 9.1) GRAPHIC SCALE ,~~l ~ ~ ;;':.':': i::Y "'< .:" f("< ;..:;...~. ~ rn <. \i ' iN"~", ~ ~~ ~ ~,~ilif V{ ~0% / ~ ~:; ~~~ ~ ~~ ~ '} ~ - rc-< "< V; >--'Y ~.~ // ~ '< .;.. ~ ~~ V ;,. "<-<,< ~ y ,,<Y)J 7/ ~ y 0' ~ 'v~~c:: ~ ~~~ ~;I '--~~ '/~ A>, 'Z y >--'Y ~ 0 :< 'Y ~'< ./ l'-< vv~.. N ~ //' HW Vy ~."":; ~ ~ ~I I ~ ~ ~ V~ ~ '< W ~ ^>' ,,<Y'~ v . >.. Y ~~ ~. < >..Y ~ ~ ~ ~. v~ ~ ~ i'.-Y'''>-.. y. ^ y ~ ~~ ~/~a ~'<y .~~~~/~ ~ ~ //~I ~ V~y 'i: ~ ~y ~~. ~>,r yy ~ ~~ ~ ~ ~~~ ~ ~ -I~S~ ~ X)N' , ~'. ~ S ~ "'-.)(. :/ ""- ~~" 0.., " ~ ~+- 10-"-' ~ ,~ / 'LY / fi\ .. . .. QU 'rN\~ .~l! \.l!3.J {tJ SON VILLAGE IRET AIL ~89.00 SF 'E = 31_50 \ 6~ & VA~ A T OW~ \ SAW CUT, I REPLACE.E\ ,(MJ\ 'J~ FDC LOCA TI LM 25 1\ / / \ / , / \ ~. '~. ;,:", .,' ~'~' , ., .,. ;, . .. ,:'- .;,.. ". ,:. > ~~:;..: ~ ~~:: rMJ\. ~. rH\ r\lV ,rN\ \~.?p~'"W'VYN'""'''l''''''''''''''''''''' \~, . "'~~~.~."."."."~rn."~.,,.,,,~ ". \'\, ,- "<' \ ~ 1& I JO I eo I ( IN FEET ) 1 lneh = 30 ft. \ SCALE: 1" = 1 0' \ \ \ \ ,.: ) & ".' ."" . ~~:~ f~ ~, ).JO:'. " . .~~"."l~r' '-.,~, '"' --------'_.. \ \ , I I I I ' I r I I \ \ t; \ , \ + \ \ , I I :\ , , \ ~; \ I,. " r, r , , , I r : \ " ~ ,. ~ I I II n, "." "." ....".. II II." . II I ~ ~ ~ j' L tu.ij li,,; II Ii ci b Ii lI.ii.... ii.. , :. ,: ~: :: ~ ':::':'::::: ~ ::: :.~ : :::,~ ,..L;..L ..".,,;'''';'''''''"'''"11'11''' \J . :~ ~ :: ~ ;::: '~.~:::~l:i~:~; ~::'~ ;:; : Z ,1.~I.'.L. ;,,;,"lilliill.lliiojoil.llll."." 'i~i:i': g~g~g~1!~n; z ::~,:,:::::;;::::::,:,:;,:' . z : :::~ ~ I.::" ~,~.~:~ ~,~':,~ ~ ::: ~ ~::r. U :s ....,.....""",,""...'.llll'e...".1l1 . .., I ~," "'II ii H ~;, it" i,,;. II ;"ii,; , .L'" """""""""",.",,,,,, . 'i':i~'i:r~1~1111~g11;1i Z Cl...- ""., """,," ",,,,",,..rr,,r .1.".",' "n'" " " """",,,..,,;,,,, "'."'L "ii.",,, "" " "...,,;, ii.... -- ~;:n; ~ :~.:~t:;,:::~~;:~:.:: ~ ~ .: ,Ii'!:! ill!llli:!!llll' ~ ~ fili!!!,I!!!!!I!IIIIII! - r: .,::,;;,:::::'::,::::::::::;:::' U u .1~:i:~1:r:,~H~Ht~~:E~Hi O ~ :,::::':.r:::,;::...'r;;:m';~ <:( .", I. I.' I I '!! ~.~ ":"'" ":" ":!".':!" ":" II I" II J ;; ~;;,: ; i ':1!UU,! i: !!;!!!Ii v J lC :. : :.: :.;::: ~ ~.~.~::~~;~:~.~.:: ~.:::i ~:::~.: V) j . it! r[: l ;~nn~~~n:~ ~:!:~: <{ ~, ; [i1: 'Wl~~l~li~ ~!;!~!l ..'>.. 3 "",~.,',uun'nn'n.u'u"'na'un'a" ~ ':..::::,::::::'::::::::::;: U ~:;;'~::::::::::::::.:'::. ~ . ~i~miimmil:,i >- (); tll: ~ 'i::::iii i ::: :::':~ i ~ ~ .~iS1~:~EmEll~' :i uJ . 6~~ ::~~:;I~mL:i: ~ .: ~..a' ':~~~~~!:~. 'r, :r: -I' ,.,,,,~,,m.@l: (J' I:;:: ',;N; , L__ Z :< ::~i:~~~;"'i r- uJ' :t:";::,,;;;,:,,; uJ .--J:" "~:m~~:: " J ~, ~:~ ;;;:;~;; .::L U ~:, :.. im~~:;",,", E--4 Z LO Z 0 LO ~ rn ~ ~ ~ (Y') ~U~(Y') 0... ~ 3j53~ ~ ~~~~~ Q<X:OE-t ~o...~< ~::?J ~ 00Z~ ~u~~ ~ ~ U E--4 0 <t: ~ ~ Z ~ ~ j --=l 0 ~ ~ ~ ~ >- ~ ~ Z ~ ~ ~ <t: 0 E--l U V') ~ U) ~ ~ ~ ~ j <t: ~ :r: z ~ 0 U LJ F <( :::!!: U LJ <( 0 Z ....J ~ <( t- t- Z U U W W t- -, J W 0 0 W 0:: 0:: I 0.. 0.. l/1 NNN >- ::,c::,c::,c CD 0::0::0:: ~~~ <( <( <( ~~~ 0::0::0:: <( <( <( ~~~ UUU lL.lL.lL. 000 Z ~~~ 0 F uuG 0... 0: 00::0:: U t-ww (/) 0..0.. W W Q ~>> l/1ww _0::0:: "" "" "<t- 000 ~ lCioio-i "'!",!N <( coo""': Q o~~ ~NI") 0 Z D::W>-Ul-OZVl eJ W z t5 z w 0110 OW ~~ 0Ul Vlt5 UlW UlO:: ~<( z>- :=lID gEl ~~ o t-ID 0::0 zw DRAWN BY: CHECK BY: RJM KEZ ORIGINAl DATE: 08,06,04 SHEET 9_0 OF 10 ISSUE DATE: 12,07,04 , , , , / I x -,- >I- < x , . ., PLANT LIST INTERIOR LANDSCAPE CALCULA TIONS (~';;~~ \ 42 J SP Sabal Palmetto, Cabbage Palm, (10'-12' C.T.H.) 2 (DH lIex Cassine, Dahoon Holly, 2" CAl. (8' HT.) 25 ~ QV Quercus Vlrginlana, Live Oak, 2 1/2. CAL. (10' HT.) 2 UP Ulmus Parvifolia, Drake Elm, 2 1/2" CAl. (10' Hr.) 6 LI Lagerstroemia Indica, Crepe Myrtle, (10' HT. MULTI-TRUNK) 17 MJ Phoenix Dactyllfera, Medjool Palm, (10'-12' C.T.H.) " Shrubs. ; g 214 )H Hibiscus Rosa Sinensis, Hibiscus, 3 GAL.; (2' HT.); 2.5' O.C. . { 319 ~S Viburnum Suspensum, Sandankwa Vlbumum, 3 GAL., (2' HT.); 3' O.C. ( 507 RI Raphlolepis Indica, India Hawthorn, 3 GAL.; 2.5' O.C. " } n .; TV Pittosporum Tobira 'Varia," Varigated Pittosporum, 3 GAL., (2' HT.); 2,5' O.C. 10 ,t..JO Nerium 9leander, .Petlte Salmon,. Dwarf Oleander, 3 GAL., (2' H].); 2.5' O.C. ) 210HA Hemerocallls, "Aztec qoldR, Dwarf Day Lilly, 1 GAL.; 1.5' O.C. t 515 tM Liriope Muscari, Big Blue Lilly Turf, 3 GAL.; 1.5' O.C. . ( 164 V lIex Vomitoria uNanaR, DwarfYaupon Holly, (2' HT.); 2.5' O.C. . ( + ~ Vln~ " ; 1 233 ,t J Trachelosspermum ~asminoides, Confederate Jasmine, 1 GAL; 2' O.C. ,,,.........?'..-) 1. VEHICULA~ USE AREA = 2,931.09 SF 2. REQUIRED INTERIOR LANDSCAPING = (2,931.09 SF) (10 %) = 293.10 SF 3. PROVIDED INTERIOR LANDSCAPING = 931.08 SF (31 %) + +. + INTERIOR LANDSCAPING: , + , rOV\ rx{\Y ( ) : ~.}( :."r/~ ~~~ ._' - ./ ---, -X' / ^, ^ I ' ~ I..... .' ~ .-,' j !l '....', . , " .. { .,v~~,~,v'v~w'~VWW~~h0~~~t~..~ If 4 'f .. ...~.. -----;;;j IR Jr. r /, IR J{ ~, IIIII~ 1 ';. ~ .. .". p, il iJ'.' ISLAND VIEW ~ PARKING GARAGE I w jf CONDOMINIUMS 7,795 SF FFE = 25,5 p. (., '" 'f ~ '~.< H J{ e. J J V" A 1+ '{ t /, ~ if , " . .,.y ~ k>< XO .~ "'\ J ..~. . <.,' ~ . L. ;<:f:~" ' - ~,,/ / , '. )c r',...~ ~';~, ,[ , ",,' ..,.~~.~'~~-':':~ ~'~';:~'~'~~::y': .' . 'J~. ~ r \" , ,--;:} .. ': ~;, ' . , ..' , , , ,._._,_,-P:,~~, 1 " ,,:;.:.... ; -T -- -. --- .. . - x; . r:~:~ '.." ,;,.. r :','X' .:. >< .',:; i. .... ..." III , " '1:. , .,'. .-!,~: .'.. "~ J, ' / /'~' ;. '\' 'i'" .. ',/~.> ~ " " :'. '{ " { , {" l '. ~;-" , l:) t-.. '.... (~ l.r;r..'tl (..-.'-'-.t.......M...........,.4.0......~rM#'It'? . r, ;:., ,', r. ~. i', . "'.. --: . , ......... _'0' ."" 'I' .fSP ~ .' ':;". J' W .., . I ~ .,' -,-.....--- ~ )~ .' JIi'" '." . ,1 .~ X . " ~ ~~ ~ ',' -)/ "', ;".:: ,: ~ ,', ,'. ~'~:. ':~',~.' ,,:,,:.,J:n:..~~'!':.'.~.:~:~-r~1 . ~~ ~r~, ~, " ',~ ~.,) ~ ~ 0, . . 'x .' I ~ " '. ,~. -'. .< ~~. :<:~ - ., -'- ~ 'f 1~ ~ '- , . m' ~.J ..' ":';:1--~ .... " J< ~ '''J3 .;~ "1~ ;~ _.-oj Ji a' s' ~.. dN /' '/ ~'. ~ " .'il.>. , J( .. r~ ' , I , .- " q j{' " ,If ; ,;f .,., if '<f S' .!! -, , 'ill 11 .. + ,~ '.'j} I"""V'~;." '~ -' . ". ' .,.... . '~.j '; , y . ~\'., " '.jl' "'-'.' ,. '* :' ) \. . +_. -~ +* ,I~ i ;1\ 12 - - - ..l. l ~ ":P' fOV\/ \V ..~ ~, 7 '\ J .l.~ ~1'. IOV\/ . " \2.7 < ( " . .~1 J - - j ./ fOV\r \V '''I ~ , ..~ ~',IIf ", I 'J ~fRi\ ~, I , + xx - @ ~ \J!J , ,~""'-'''''-_,._____r-' '''~'' ,~..../'''' ,..,.~-+-~-,>-.-",/-...____;;......,-"/-....--....~~..,,,...~~~~,...,~.,,.-,\ ( ~ '. : / + < " TREE REMOVAL UST', PALM REMOVAL LIST l " < \ + I Tree Number < Size ~ ~ ( I t i > \ , \ { { ?, ( { ;, ( \ { \ < \ \ r , , 33 34 48 49 50 51 52 66 67 68 78 103 105 106 107 108 109 110 113 114 115 120 128 129 142 149 150 158 159 10" 10" 12- 12/1 10~ 10" 10" I II" II" 11" 10" 10" 13" 13" 12" 14" 11" 13" 12" 12" 13" 12" 13" 11" 11" 12" 13" 15" 20" Sabat Palm 3.0 Sabat Palm 3.S Sabal Palm 3.5 Sabal Palm 3.5 Saba! Palm 4.5 SabalPalm 3.0 Sabat Palm 3.0 WB8hingkm Palm 3.0 WB8hinpm Palm 3.0 WB8hing1on Palm 3.0 Wuhing10n Palm 3.0 Sabat Palm 3.0 s.hal Palm 3.5 Saba! Pelm 3.5 Sabat Palm 3.5 SabalPalm 3.0 Sabal Palm 3.5 Sabal Palm 3.5 s.hal Palm 3.5 Sabat Palm 4.0 Sabal Palm 3.S Sabat Palm 3.0 Sabal Palm 3.5 Sabat Palm 3.5 WB8hington Palm 3.0 SabalPalm 3.0 Sabat Palm 3.0 Sabal Palm 3.5 Sabal Palm 3.0 < , , , / 17 38" Live Oak 4.0 24 19" Live Oak 3.0 38 35" Live Oak +3.5 40 ':I" Holly 3.5 42 26" LamelOak. 3.0 46 30" Live Oak + 3.0 + 53 12" Laurel Oak. 3.0 64 ' 14" Live Oak ,3.0 69 10" Norfolk Pine . 3.5 + 71 10" Live Oak 3.0 72 28" Live Oak 3.5 73 40" Live Oak 4.0 74 50" Live Oak 3.5 75 6" Slash Pine 3.0 76 6" Slash Pine 3.0 77 13" Crape Myrtle 5.0 81 8" Crape Myrtle 3.5 82 8" Crape Myrtle 3.5 94 14" Hickory 3.5 96 30" Live Oak 4.5 97 9" Crape Myrtle 3.0 98 9" Crape Myrtle 3.5 99 9" Crape Myrtle 2.5 101 9" Crape Myrtle 3.0 102 10" Crape Myrtle 4.0 121 5" Hickory 3.0 124 10" Crape Myrtle 3.0 125 10" Crape Myrtle 3.0 126 5" Bald Cypress 3.0 127 6" Bald CypICllll 3.0 131 7" Bald Cypress 3.0 132 19" LiveOak 3.5 144 20" Live Oak 3.0 :. 160 16" Hickory 3.0 ) TOTAL INCllES 1,538" ] "" ""'~'"'' ..../",#"~~~.....""'"r~..,.~,>v'-' -/~.F"'~ /~"._,I'",",....." ..."..../~~~.-4t','''>''',... ,..,.I'<""",//",~<V~",,~I><.,~f"l ,/'""",/~~'... /\,,:<.,,~r., .../~, /'....~<<<H'r',..,~,,,/..,~J ,..""'.'.#r~I"'~.....,.;"'_./~,_........... ,/' , ' < < , I J I, , , (TJ\ \V < < < fHA\ .-:--- ~ II !HA\ ___ VV < < , , 1 1 \ ) t \ ( < < < ( < < { h..3 i' ~ > \. TOTAL PALMS TO BE REMOVED ""29 \ > \ , I I I I I I I 10 ~ ~ ~ GRAPHIC SCALE 10 I 2D I 40 I ~ ( IN FEET ) 1 inch = 20 ft. j J ~ HARRISON I VILLAGE RET Ai(j.RE~ ~ .. 2,665,00 SF ~ FFE ;: 31,50 IOV\ .\v 1;:'-'.)1" ,: "'-::/ :: v'K~ . ... \. .#..! lON- . .. .. ,. 'i:""" VILLAGE LOB~Y 889.41 SF ;: ..F.E = a1.50 K,'.~ , .'\ 6!l ,,"'~'~ ",......'1 " \ ~..'.j' ~ ~,',' ..,;....::J,.. .Id :.~; ';;.-.:<, I ;j{i':.: . ';~';::, .1 .}.fl~~ ..~: t:i~~ij ... r.~1;'" . . ':. '" < o '-'~\'< :~/X fLM\ W ~. HARRISON I '. .,-,- VILLAGE l..', '..; . I r'- PARKING'GARAGE 11 ,663A~ SF. FFE ,;: 31.50 I .~ ,.. ..j :- r -, ~:,~.":~f*> ~",. + '\ ) L/ fVS\ ~ ,LX .... '\ + .v I " IOV\ \V ffi \!V ...- fRi\ ~ ~ , I i I ~ - " v I:RI\ 25 1. MJ /d' \:U .A~ ~ , 20 ../ ",:T' . ~/ . 'V' V V ~ " ~ ' rH\ ~ :\~ ~~ ~ ~~ tOV\ \:U ./""'-... "'" rvs:'" ',', ~~ .fQ0.." \..V fiV\ \.!2J .'. . ~ \.'~ .... ";.c... ~{ffi! 5 ~~ :tl;rJ.m t~iiir:<' :~';:~iiiii';~r~it:~: ~ ~~~~j ,fU\IfMJ\)L PTV ~~)14 r.,,_d'''~, llRi\ ~ \ ~ MJ, fLJ.l\ \ IH\ MJ ~~. ~ \:iV1 ~ ~ -~ .~ ~- -- u iNO\ \..U \2V \ iTJ\ RI PTV 'QV ~ \V TJ 1fVS\ .. ~. \.v' .~ \fRI\ \V RI 7 R 30 ( ", ' I I " '. -' t :'~ ~ ~~ ~ t- i 11 >).:: '^ ... ~ : ,~; ~~ t-: ~, """"'" ~ ..... ~ too, ~l~~~' a "\'r If ~ '~ m I ~ '1~ ~ ~ r ~ ~~!il . + ,+" -------- IRi\ ~ "J~ ? iRi\ \.sJ' fRI\ \.!V ~l) \V ./ ( fLM\ \JV MJ 1 LM 25 RI 44 ~ 1fRi\ I \.!V I fMJ\ > I\V fRI\ "QV ~ iRI\. \V ;:.t'" :::::::::::,::'::::, ; , , , " '" ~"" """" It" .It" II "' I ~ I It """""."""""11""" U :~: ~: ;~1:::::::::::~:': Z "",.."..."....,.".... Z :[!![: mmmm,m U ~ Y: i:, i~~,~~~~~~,~~~m ~ ~. !.fr!!~!!~ii!!~ --: ;: ~.~. 1 f i, E~~HI:~H~'~~~ 'J) ~ :,!::,::: m~.m~~mm lLl ~'~[;;[;:~~~~~E~H[!~'E~ ~ u' ;:ll:::m::m:i~Pim~ ~ u..J ~:~:: ~,:::~:::::::::::,::~ 'l.. ~ ~ i ;: :: !!:mm mm;~~ o 1: ~:L, > mg~mm~::~ o ~ ,~Hl:!m;J~~~~~E~[~, 'J) ~ ~~~: ;[,: HWW" 'J) G [T:T mmr <( ~ i rr: ;;: ;~~:~~~:~; ~ ~ r,~;<:'m.mL:::.:,:: U ~"~::,:::::t;::;:::::::,:~ <t: i.~~ >- lJ, "f~' "., <1: Z;:IM! :::::,:::::::: N 5:;~~;:':::::::::: 1: ~~:;Pf'~ I-- ~ "I~'~ - u..J; s:::,..."G".... uJ .-J~' ,~'::::::ij::::; '" J z: ~~m;~~~ .:;::.:L. U F':~ ""'..~'~ , ::; : :::: ~ t t:;: ~ ~ t t': ~ . . o < H ~ > Z o r/] H ~ ~ -< ~ LJ ~ I <: I Z , I I f- I U " W , (5 I I lY 0... NNN " ::.::::.::::.:: 0::::0::::0:::: . ~ ~ ~ <: <: <: , ~ ~ ~ lYO::::O:::: <:<:<: WWW -l-l-l , U U U lL.lL.lL. 000 ~ ~ ~ f-f-f- uuu 00::::0:::: f-WW a... a... W ~>> ~~~ '<t~~ 000 (Dolo> NNN trio..- 0.......- .....Nn DRAWN BY: CHECK BY: ORIGINAL DATE: SHEET E-t ZLD Z OLD ~ ml:'- lood .......(7) ~U~(7) ~ ~ 3j~~ ~ ~ Q ~~~ ~OE-c ~~Ii-l< ~~ ~ c..?OZ~ 3U~~ ~ l:'-U E-t ~ ~ 1--1 ~ o .....:l ~ 3 ~ ~ ~ ~ u r.n ~ 3 fQV\ ~ X ~ / ~ /// 1/// ,I' / MATCH LINE (SEE SHEET 9.0) ---------------------------------------------------------------------------------------~-- I I ~ %" ~ - \ r;:>c-.....'Y """ )( TJ \ \ ~ (RI\' - \.U I ~-Ll"" .\Y , fi\' I ,~ I I ~,~.,:. .,~~:~,fJ2'~'--.:W:;i;;:-'T'.'O .,...~.~~i ~;14;;;~" ,,::-.-~.S;-,.,'.-,.,:,:.,.-:-.-.-:~I~ ~ +, . './ "';''')'/;'(;/9<\.'./'': ~:a~,::~::*":.' :;.., .::..:-:.....~.... . ~.' .~::..... ~, . C"" ~<; , ." ~.'\..'4</.' ' '. "," .' ,..~";::^:;. z>m"'=="''''''''''''''.''~==''''''''''''''''''''''z> <~.~~:/ ~:;,. ( " t- >Yt~"/~.:, . 0':=",.. .....>.'P';> Rl \ ~ ",j:. 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'" .., '" ~i( ... v. ,.' <i , . I :-c..,(''''( f ".. ~ " ':~'~"'_.' 'I. ,,<.It ,/ l"/ ... -< ,,"<;-<^:,t ,~,'... ., .~. '- ." ~:' . ~?r~~:':~~,;"~ '~.:~~; -;, '~,;: ~~ Y(:0:;:<:~;;;Wf '~:~;~~~ ~':':'::;';(~';'~1~~ :ll~'_ j:'~"" ...~; ~)."">;: { '~~ { -. ~ /....~' mT;~~~f~:~(;~;~:~~~'. :' ...., : {~l <'.:.:V; (.> ')..., ',-?' ,,/-, ~N /'>'<~-(": . / : >< I ;.,;: ~ ~~:~:~~ '~<f~~.;'~" :,':" '\\"',~~, '," '., ~ ("'~;:~ ",~......., "y'\..~.<....:.....~'...........:~.f..;, ". .........~~'..~~. , '<~~:m~i~ ~";,.; ;; ~;c: ~: ',X .. , '. ..' tfij , , . l' , .. :F:'{~ t .~,~\ ~:;~:~:{ ~;~ ~~~<; . :?,'.:'....:~ '...-',;< ..... <..... - ~>~ " ..... ::~ . _ tFnr~~~:'~:.::5...~. ,", " :'1 ~'::~ >: .....) ';'.,~,...:....) , ~~ .-: '( J 'I, , " , ~ = i ~~~:' '. , ~f. .' ,;~~;';~ HARRISON' ,"'.: ,):^,V' ,d. :: ~:,: h': " ;.)y~ VILLAGE .;'v'.,/",'y.,',...., :f ~_ ,,~~;;<,:: RETAIl/OFFICE h: .. <'I ..,~i:~ ;1,: __ ' , -' ,. '.' :~~'~~~~ 2,665,.00 SF I ~{$;:~.-,/ v" ''.',~y.. '.' ,~:{~~~t ~. O' . I' '. : ~ I " . {~';::~ FFE = '31.50 IU <../>l'...,/,'/,',/".~",\.-',..,,""-"'.: .,' , I '<'" 'I, /- ':""'{' 'IIV\/ If!':~~;~;:;;;;:~:::; '~~~;::f1'; ...... . r<" ' .' , ,: .; r, ' W . I' 'MAIL ROOM. .~;;{? ...:~~ - /~ ';:::. -.' ,"' . I' '.> _:' 11:#... _ _ _ _ _ _ _ ~ l!" , " , , '?-<~: . ,,';:.: f . ,,' . ,,;.. - '" ,::~' ~'~~;:~ . : . ft. . _ ~,_,..,...., +' , ... -.; , ,', ,(~~.....>... '1'. ", \ y.. .. .' .-'.~ TT fC /';../'....,")<....^~....../""-'~r.~">;,,;~...;,'.':........i';.../; ....,...~>':."..".,.;..."r.',>..'-'f......//'.,.,.....'l..../,"..."^'....,'.t'/...',..,./........'1"1 ,).;"......)'~.1'.."''Y/'..(.../...-..>'''^:,s..;,;--....... ". ~ .; ... ." j ("HARRIS!" 'NI - ," '>v~ ::~. .....!/~l >...,;- :',' ::"-.t~ ' .,." )v"').., "~..,"'~ ~,;' .....) ~.. ~A.:'" /v A/'<,: /,~ ~? /',' ),.' /\:''}'.?........ ~ .. ~'I.I"" ~\.f" "/.(1- ~ ".,.' ;- -'" ,>-, "'.(--<',^ ~ .;~..J' ~V/,<..."? ;'}~~ ~ { tV \ ~ <. ~\.II~' ,.,~. .~.. ...>~~<. f('~~<,< .~>>~,-.:~~.. '(.J~~>(V: < ~ "'~,"": {...~-' .~;,..: ":";~.<:-. >, .{,"~< I~V~ .["-.:~/ .,,;/.-(; , :<..-:..'/ ':~', ('~..' >" ~v ('....,.; ..,",~ -< : <--r (< J / ~~\/~~'<..{~~'{Ji'v~.~~'~:^u.~/..: -. ' " '" .~ ' ' '" Ai-- F::, -:.', ,'v'. ' . . . . , ,.;>.. .'.... ,",,-',, .' ,"', . ., ,"'.- ;"./, . . . - , ^ <, "."'<, ' , , [,/, . ,'-', ' .' .." .;v,,'. "<:" '" "Z'. . ,,:~y,,^,: "';-"'''';'" ';". \ .4 J .. II( ~ ... ~:a,.iVIL~~,_ ~.: '~~.:-~;, ,............."'.....;,......&1 ... " . " 1., - . _ _ _ _ _,_,_ ~ ".~" .,..:- (~.,~'~ . .. ..~, " ' ~ '.~ ":': ii;!:,'ll;zBtOOi;r;;!<,'ll;ll;!: \-<~ $ . '" I . . ", ,. I ' .::::.~,': . f ,.,-~ ~ :""'>;:1: ". ., I ... ;.}{" ',. I ;-,.",) :".\,.::'-: ~;~,,1.,42.9,32S5~;':" ;~~:.~ . ':~ "". :HARRISON;Vl~LAGE ".: ,. I' ~ ".- :~:H ,j, "... .~" ,~ J FFE = 31 50 <:~:,.\,', '. I. SLOG h' I ;',', v' ; ",<j~.-, . , "fY~'" .. .. "I ~l ,. .,... <, ,', '.', y II + '" & _cllli\i1clll~,~~~,'<IIm:lll_m'<ll""<p~<< ill "," '. 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'. ..._on..' >n ~:.:!~ VyVV'VV"",yyyyyV"",yyV yyVVYVVyyyVyVyV"",VyVyVyV VV~~VV VV:..,VVV....yVVVVVV I -::;::::r- ~.' .. . 1.1:\ ~:;.~~ VVVVYVVVVVVYVVVYVVVVV V"'J!:yv vvy YVVVVV ~~fl'/fwK ." .. ,~: "'",:";: :. ;"J''::' :.;. ~;: VV~vSi:~:VVVVV :v>:~:t~~~~~~~~ ~~~..t'( rLvL<'lt ('(A'( ~ ~ OC(A'{A'X, ~..N.N.N"~ ~ ~~ ~ ~ ~ V:::V~V:::V~V~V::::y~V~y~~V~::::::::~V~V~.::~ V-YV'<'X)<Xx.,,"'v'O<vVVVv. >J VVVVVVVVVVVV VVVVVVVVYVYV v\. YVVYVYYVYYYY "l' VVYYYYVVYVVV VYVVVVVVVVVV .... ~ ~ E-i ~ ~ ~ ~ ~ z.....:l ~U <: u o -l f- U W "') o lY 0... LJ ~ <: z f- W W I (f) >- CD z o F 0... ~ U (f) W Cl ~ <: Cl ci z D::W>-Ul-OZUl 0:: ttJ z C3 z W ~O ~~ Z~ OUl liiC3 w ~o:: ~< z>- ::lID 00 :JlJ-j <I/) >0 I-ID 0::lE ZW RJM KEZ 08,06.04 9.1 OF 10 ISSUE DATE: 12.07,04 FERTILIZER TABLETS AS SPECIFIED. PLACE UNIFORMLY AROUND ROOT MASS BE~EN MIDDLE AND BOnOM OF' ROOT MASS I- SPREAD HEIGHT 3 TO 5 TIMES WIDTH Of ROOTBALL SHRUB & GROUNDCOVER PLANTING DETAIL H.T.S. O.C. SPACING PLANT SPACING DETAil (SECTION) N.T.S. GENERAL LANDSCAPE NOTES 1. The Landscape Contractor shall grade planting beds. as required, to provide positive drainage and promote optimum plant growth. 2. All recommended trees and plant materials will be graded as Nursery Grade No. 1 or better as outlined by the Florida Department of Agriculture and Consumer Services, Division of Plant Industry "Grades and Standards for Nursery Plants", 7th Edition, 1998 as revised from time to time. 3. All planting shall be done in accordance with the Florida Nurserymen's and Grower's Associations approved practices. 4. All plants shall be fertilized with Agriform 20-10-5 tablets as per the manufacturers specifications in conjunction with note # 5. 5. The planting soil shall be the approximate proportions as follows: 50% sand and 50% organic material consisting of native peat, well-decomposed sawdust, leaf mold and top soil. It shall provide a good pliable and thoroughly mixed medium with adequate aeration, drainage and water-holding capacity. It shall also be free of all extraneous debris, such as roots, stones, weeds, etc. 6. All planting areas shall receive a 3" layer of cypress mulch, which is to be watered-in after installation. 7. The plant material schedule is presented for the convenience of the Landscape Contractor. In the event of a discrepancy between the plan and the plant key, the plan shall prevail. 8. Plants shall meet size, container, and spacing specifications. Any material not meeting specifications shall be removed and replaced at the contractor's expense. 9. The Landscape Contractor shall be responsible for examining fully both the site and the bid documents. Discrepancies in the documents or the actual site conditions shall be reported to the Landscape Architect in writing at the time of bidding or discovery. No account shall be made after contract completion for failure to report such condition, or for errors on the part of the Landscape Contractor at the time of bidding. 10. The Landscape Contractor shall be responsible for securing all necessary applicable permits and licenses to perform the work set forth in this plan set and the specifications. 11. Plant material shall be bid as specified unless unavailable, at which time the Landscape Architect will be notified by in writing of intended changes. 12. Any and all questions concerning the plar set and/or specifications shall be directed to the Landscape Architect at (727) 793-9888 13. There shall be no additions, deletions or substitutions without the written approval of the owner. 14. The Landscape Contractor shall guarantee, in writing, plant survivability for a period of twelve (12) months from final acceptance by the owner. 15. All dimensions to be field-checked by the Landscape Contractor prior to landscape material installation. Discrepancies shall be reported immediately to the owner. 16. All materials must be as specified on the landscape plan. If materials or labor do not adhere to specifications, they will be rejected by the City Project Manager with proper installation carried out by Landscape Contractor at no additional cost. 17. All permits necessary are to be provided by the installing contractor unless otherwise specifically stated in the specifications 18. No contractor identification signs shall be permitted on the project, except for the project information signs. 19. Existing sod shall be removed as necessary to accomodate new plantings. 20. Any existing areas that are disturbed durj,)g the landscape installation shall be resodded with St. Augustine "Floritam". 21. The Landscape Contractor will be responsible for the collection, removal, and proper disposal of any and all debris generated during the installation of this project. 22. All areas disturbed within right of way shClII be sodded. IRRIGATION NOTES 1. A low volume irrigation system, that provides 100% coverage to all proposed plantings, will be designed and installed by the Contractor. 2. The proposed Irrigation System must meet or exceed all applicable City code requirements. (i.e., Back Flow Prevention, Automatic Rain Shutoff Device, etc...) 3. Irrigation system must be inspected and accepted by Landscape Architect prior to installation of mulch. Irrigation must meet city code section 3-1203.C to provide 100% coverage, and include a rain sensor and timer. 4. Irrigation as-built drawings, which accurately and clearly identify all modifications &/or substitutions, must be submitted prior to final inspection and acceptance. MULCH 3. FROM STEMS 5. The Landscape Contractor must coordinate the placement and power supply for the irrigation control timer with the General Contractor. 6. The following irrigation system components will be utilized, per each manufacturers' specifications. Toro-Netafim TechLine Self Cleaning, Pressure-Compensating Emitter Line HARDIE - Raindial 6 Station Outdoor Control Timer Richda Ie - 214APR 1" Electric Va Ive Amtec - 10" Round Valve Box, 3" MULCH LAYER EXISTING UNDISTURBED SOIL ',: i \ TIIUN< SHAlL BE SlR....GHT "NO WITHOUT lUM:S. FREE or SCARS, E1UIlNI.lAA~S AND BOOTS ALL SHRUBS/GROUNDCOVER TO BE lRIANGULAR SPACING, SEE PLANT UST FOR (O.C.) SPACING. (I; " ',i " ' , , II LAYERS c:K BURL"". Il - 2......1&. WOODEN B"TTENS, CONNEClED W1lH 2-3/4" STEEL llANOS. (3) 2"x4"x36" WOODEN STAKES 18. "'IN. SETBACK FOR SHRUBS clc GROUNDCOVERS :t'X4. WO<Xl BR"CE (3 EA. I.IN.) N"R. TO BATTENS'" STAI<ES BAa< or CURB/ BED UNE lILLED AND LOOSENW N" liVE SOl. BAC~ru ," SOl. SAUCER AAOUNO PLANlIN<l HDl.E. J. Io4IJLCH LAYL9<ISTING UNDISTURBED SOIL ROOTBAU. fERl1UZER TAIILElS /IS SPEClnED. PLACE UNlrORIlL Y AROUND ROOT I.I"SS BE'JVj[[N l.lIDOLE AND BOTTON or ROOT M"ss. PALM PLANTING DETAIL - -- --- ---- N.T.S. .... . .... ......M.. MM" , , ~,.~, ,< _. 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CLEARWATER, DEVELOPER TRIANGLE DEVELOPMENT COMPANY, LLC 411 CLEVELAND STREET PMB 210 CLEARWATER, FLORIDA 33755 (727) 446-0020 ARCHITECT: GRAHAM DESIGN ASSOCIATES P.A 585 MAIN STREET SUITE 201 DUNEDIN, FLORIDA 34698 (727) 733- 9400 CIVIL ENGINEER KEITH ZAYAC & ASSOCIATES, INC. 101 PHILIPPE PARKWAY SUITE 205 SAFETY HARBOR, FLORIDA 34695 (727) 793-9855 PARKING CONSULTANT GULF COAST CONSULTING, INC. 13825 ICOT BOULEVARD SUITE 605 CLEARWATER, FLORIDA 33760 (727) 524-1818 GARAGE CONSULTANT ROBOTIC PARKING 12812 N. 60TH STREET PINELLAS PARK, FLORIDA 33760 (727) 539-7275 GOVERNMENT COMMUNITY RELATIONS CONSULTANT THE CONSUS GROUP, LLC 618 PINELAND AVENUE BELLEAIR, FLORIDA 33756 (727) 458-4528 & """'ll .,.. "'"Ill .... ~ ..... \,;..... ~~. '\ J ~J.'" r.... ..... .... ( "" ~ "J - FLO RID t\ .1... _ ~ 5HT. NO. AIO STI ST2 ST3 ST"f STS 33755 INDEX OF DRAWl NuS DESCRIPTION HARRISON VILLAGE t ISLAND VIEW CONDOMINIUM CS (CNER SHEET AI A2 A3 Aof AS I:;r FLOOR MASTER PLAN (SITE PLAN) ~.>:o FLOOR MASTER PLAN ?-"U FLOOR MASTER PLAN ":-H FLOOR MASTER PLAN l'To-l FLOOR MASTER PLAN HARRISON VILLAGE A' A' F,)RT HARRISON t JONES BUILDING ELEVATIONS or CEOLA t GEORGIA BUILDING ELEVATIONS ISLANDVIEW CONDOMINIUM A8 A-' EI-~ST t WEST EXTERIOR ELEVATIONS N0RTH t SOUTH EXTERIOR ELEVATIONS HARRISON VILLAGE HARRISON VILLAGE UNIT FLOOR PLAN ISLANDVIEW CONDOMINIUM All ISLANDVIEW CONDOMINIUM UNIT FLOOR PLANS HARRISON VILLAGE 1ST FLOOR MASTER PLAN I:ORT HARRISON - STREETSCAPE JONES STREET - STREETS CAPE (,?~"f::OLA AVENUE - STREETSCAPE c ; t~GIA STREET - 5TREETSCAPE NO. REVISION DATE ~I 'l"E p~ , ',f ,~". f">""" ,.__ ~l i ~;..:..~ Nt ,.'!;~O\H.'J ~j l:~ !! -:. -::L!J.]Q/V~-d>a" ~ V')L I!.! -f:_~f!..l./ nr;rr,f.(~ ,...... ~.- CT '" --t..:....___~..f.....,;'...... 7'q I B [\, r" ........, ". - - ~.. ,PolL 1./1 _.:_/~ ~... j J 'i' Nt~" ,,' - ./ vl'-.; I \I \,',\ "_ _ ~ ./ vl'\ C C/I. *Z/'rJ, .,. SITE LOCA TION ~ :::;- ~. ~ m -; Cl_ > Spring Cf/ l . , 'to t. -- , ..t"~ ~l, i::lq; ~ ~~c o/b: --I it' --' t::1 ~ o lrJ'-:' Jo.. ~ S~f", q; , ro "'::;..;,1 ~I' __, 0....... z: ''-'. ..,' Q! .m, " <-~(J , LasaHe St l ~ ~) I ..., Palm Bluff St q! ':TI ~ :::J Metto St ~ " r PalmettoSt :5 f ~ ~ Nicholson St )J J~ck RI~S-.~II ~' ; , <: Stf.tQilU11 o;Jl ~ St'minoJe St , , ; EJdridge:St , ,n"'I' '!", HMapleSt.' , I -z..,. ~,_-Lee-$tl I ' , I I --r-+-'+'~ "._ ' . ..r-'--ll ,'_.' ~ . I I . . ..,~' , d~, plaza, St ,. ~::l- ,f- h;'tl Harl- C't Jackson Rd ~~, ...&.l. .' +I:p,! u v ' ' , "~ .A 'I t t. r~: ~~, Jqn~s S +i(1l , " '",'. ~ ' T ~ " ';Iv... .,,;~ . ~ CvfH~hm~E D~W_9L~~+",=~--="==~=.~~~,=~~~,~~,,L_G ...~ ;r.t. /paf(.'! ' t I! ,..... ...,e '~"~9-I2riq, f" He~~c~s St l I Grove ~t ~ 0\~- ..,~ ~~~ ~ .' I, ':.~aMr~_~t, .... .' ~ en ):o(;f. ...:.r.r " ~ T ~ ~ cb (h 'i==~=-=-~~+..-l=-=~9-~~,~.t.J.!L~! --~v~_~~~~:"=. . ~ ~ . . _ I ~ -- __ \ ~ Park. St r ~.g ~ ~- \ t t pJ "St ~ ::.. ro \. ~ F I~rc~ .):lL o!:' iP- A_~ LOCA TION MAP SCALE: N. T .5. / , .r f , l '" ~ I : . \ I \ . NORTH ~ \.l " ., --:::. u) u ~ I U >- I III II} z () ii) > w Or! I W I- 4 I 0 0 I Z ii. \ J , I ~ ~ 01.1\ Z 01.1\ , ...,...1.1\ <( <rO- t I (<$<\ ~ (<\(<\ , r-r- n.. Px - Noe:( en tI) t: LL .. ~ co lI) <r W W ..... ...,... W z (-() lQ 0 Z "0 l- i: <( ,..g LL <( ...J c -6 I: IL ~ - C ::> U I 0 <( tI) () .... 0 N ** J: lI) u ~ ... W :; (f) <( lI) r- ..; ~ <( - $ I L ... B! If) u c i6 ~ ~ 1: <( 1.1\ co 1.1\ If" 1-:::')~':fn9ht Gr3ham O':"w)n (lC.'50r:13~r:''1 P All rights reserved, This material is the exclUSive property of Graham DeSign ASSOCiates. P,A Rr.~produclioll In '.vhulu or In part:.; is st(lcUy prohibited Without the pnor written permission of Graham Design Associates, P A, and any such reproduction may subject you to civil andior cnminalliabllily IJnder Title F of the UfIIled Stales Code en ..., T o ,/ ~ 4> ., ~ OJ ., U 1.1\ LO r- ef) c{) <( 0 rn ~ ~ 0 ...J IL ~ ~ ill ~ I- Z <( 3 ~ ~ ~ <( ~ ill ...J 0 0 ~ Q Cj Z ~ ~ 0 <( U .J ~ 0 ill ~ ~ ~ 0 >- d) W ;>- 0 W W .... Z I ~ ~ Z 0 > 0 cJ) <<I) ~ r:Ji) ~ ~ Q! t--1 <( ~ Z I W I- > ~ ~ IL ~ H I 0 I- ~ rn ~ U 0 ~ Z (; ~ U .2 % ;; .. 4> <: ~ ., n: ~ E ., J: 3 '" Z ,/ " 01 ~ :> ~ E to I '3 " :> ." <: to '" " 01 .!! > ~ J: en ..., I ..,. o ,/ !! 1; L: ,/ ~ ---, ~ <: ~ " U ,/ Of) 4> <: ~ ~ o THOMAS J. GRAHAM LICENSE NO. AA C0001S2 O~-3B DATE 1218/01 CS DRAWN MAW CHECKED OS L: ,/ ..., L: 4: (lQ ..., Q ..,. o o N '- r- N Q "" o o N r o L " ..a E " \j " o '" ., 'U .. " ~ o ". / / r/ ISLAND VIEW GARAGE LEVEL CLUBHOUSE LEVEL LEVEL 1 LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 5 LEVEL 6 LEVEL 7 LEVEL 8 LEVEL 9 LEVEL 10 LEVEL 11 LEVEL 12 PENTHOUSE LEVEL 1-BR 2-BR o 0 o 2 o 2 o 2 o 2 o 2 o 2 o 2 o 2 o 2 o 0 o 0 o 0 o 0 o 0 TOTAL o 18 ~ // ! J DECK ~ U w o "- \ l i---J /-.:.:.:_, ,/ '- -I I I I I I I I I I --' '- ~ U w o (-'j L~J 3-BR 2 o 2 2 2 2 2 2 2 2 3 3 3 3 2 32 I-(j , / I I-(j HARRISON VILLAGE TOTAL 2 2 4 4 4 4 4 4 4 4 3 3 3 3 2 1ST 2ND 3RD 4TH 5TH IMlDING A 1-BR 2-BR 7 2 1 2 7 2 o 2 3 2 TOTAL 18 10 BUILDING B 1-BR 2-BR 1 ST 0 0 2ND 0 0 3RD 1 0 4TH 1 1 5 TH 1 1 50 TOTAL 3 2 3-BR TOTAL 1 10 1 4 1 10 1 3 1 6 5 3-BR o 1 2 1 1 5 33 TOTAL o + 1598 SF RETAIL 1 3 3 3 10 BUILDING C 1-BR 2-BR 3-BR TOTAL 1ST 9,428 SF RETAIL 3,080 SF OFFICE 2ND 12 4,924 SF OFFICE 12 3RD 0 4 0 4 4TH 0 8 0 8 5TH 0 4 2 6 TOTAL 12 16 2 30 9,428 SF RETAIL 8,004 SF OFFICE BUILDING 0 1-BR 2-BR 3-BR TOTAL 1ST 2 2ND 2 3RD 2 4TH 4 5TH 0 TOTAL 10 1ST 2ND 3RD 4TH 5TH TOTAL 7 1ST 2ND 3RD 4TH 5TH TOTAL 0 1ST 2ND 3RD 4TH 5TH 6 8 8 6 o 28 BUILDING E 1-BR 1 1 1 2 2 2-BR o 1 1 o o 2 BUILDING F o o o o 6 6 3-BR 1 1 1 5 8 10 10 10 6 44 TOTAL 2+ 1,155 SF RETAIL 3 3 3 3 14 1-BR 2-BR 3-BR TOTAL o o o o o o o o 1 1 2 TOTALS 1-BR 2-BR 10 8 16 11 11 15 7 18 6 8 TOTAL 50 GARAGE 60 . <~ 2 2 2 1 1 8 3-BR 4 5 6 4 12 34 . I , , , , , , , , , , , , , , , : , , , , , II : , , , , , , /1 , <-~~ : , , , Q - --..) , ., U~~_-nn_._______" m __u-=on______u___...~:_.::.:___ --l ~ 1: :> w --l W II) r ~ 4: (,) ISLAND VIEW CONDOMINIUMS GARAGE LEVEL PLAN SCALE: 1"=20'-0" NORTH ~ 1st FL.OOR MASTER PLAN SCALE: 1"=20'-0" c::::> 2 2 2 2 2 10 TOTAL 22 32 32 29 26 141 f- ------.. L____ I ~. .r--\ l---- ----oo---oo--- : \ I \ ~ \ -- \ \ A / \ // \ , fi / I I I -- I --~ a 1L .. lj Z o -1 ::J m a o .. '" Z o -1 ::J m ------- ---------------- . ~_. -:;:/' =-~ ~ ------- . ------~ ------ o (fJ n t':rJ o r r~~1 I l ..-. ~ ~ ....... --< tT1 Z C M ---~ /-- ~ \, -- ~ n - IllJ 'r i~!~ LJ,ll I RECY CLE --,' ,[ I !: II i--1 i-III I Rt~SE II I <5 -;J L-o-_- i,j.- II' o. ,/- I u. -.0. ;1 --II ~* Ii Ii ~ ~ o C>c[] --0""" 'o----o"---c--~~J , , , , ___ _ __ _ __n_ __ _ __ _ _ _ ____ _ _ ~_ _ __ _ _ __ _ _ _ _ _ _ _ _ _ _ ___ _ ___ _ _ ___ __l H-C H-B H-B ____1- .L a II a .l 8 V I ~) a 0 ::l D BUILDING "E" 1- . @ @ j ___-------------::----=-.--~- H,u ----- -..,j [--- ., .-. ----==.==-- -- -rr-- .,. -,-.-.oo ';;;. -,,--- nrJ- ~-- 0 -- ~V' r ~// DECK @ @ ~----- --- -- ~----=-~- -- ~ ---- ---~---- @ ii D~~~. .-1 .lr---'il il 'i . .-- --- --.- ----------- u-------DECK' H-A H-D !o ElEe. H-C _______.___u} 'It I I I mill \ \ \ \ ) I j / / ----. / /;--------~~ \-~=--=---~--=-----j '~~ .- , , T ~--~--~ H-C ;------ , o H-B trj o r > L: . . en (] 4!~~~~ CARTS ~ ~ .... M ~ ,--l , ., trj <~ Ir... \ ., I ! i--.J.L_-- nO- . __ ,__.,l._~ I I~-.-------Jd j J GARAGE c. . . . >- m JO o ....J ~ W Q~-- . .. o / .y'/ DROPOFF , , , , , , I , , , r: ,-) PI I[ II! ij D~CK l;~~l MAil H-B H-A H-B H-B DECK DECK " / "------.---/ DECK " / ,,-------------. " / '''----------/' rt---- , , , , .~l~ "- " , ~~ "- -----" " "--- / / / H-E H-E H-E /- ~ .~O ~n --.....'--\ ( ~~OL\U/) . ~-~~/ DECK H-E H-E PLAY AREA H-E H-A -~- --- --_._-~~---_.- , ELEC. CLUBHOUSE llj ~!f it- , , " OECK , ''--'.-0 /1 : ~ , 2 BUIlDING 'A' DECK I, 11 "==C'~=l'[.. .~ /~----_. ./:/' .-// ,J..... BJLDING 'B' JONES STREET . --ir l ~-- I - i /,/ , : ~ , , " -"'" it-J ..r' @ _____, nn_,,'.' RET AIL SPACE (1.155 SQ. FTJ RET AIL SPACE (3.58"1 SQ. FT.) OFFICE SPACE (1,5"10 SQ. FTJ RET AIL SPACE 11.125 SQ. FT.> ~- 1/) u I f j Ii , OECK ~ (DeCK I I: , I OECK I H-A H-B H-B , , , I rn II II '\ ~ II '~ 8' - -,- , , --I ~ r-----:I \:J z Q ~ <( II -l uJ -l -l <( II! <( Q.. LOBBY u WU D RET AIL SPACE (1.125 SQ. FTJ OFFICE SPACE (1.5"10 SQ. FT J RET AIL SPACE 13.58"1 SQ. FT.) , " :1 .J' i-- I I / I I / I I / I I / I I / I I I I I I I I I I , L__ D . ~..rc.(>~ L _ ~~~n~J-:-~~r . . --. - ' V~--~~~ '''''''''--- --~~ \ -----~-~ ~-~ f /__/ RET AIL SPACE (1.5"18 SQ. FT J L] ;/1// 8' [ --II: , : I '-11) , : : , , : , I I --~ .----- 1- \:J z ~ ~ <( II cI) ::3 10 II' II' cI) II! w I t- o ~ 10 o z <( ....I ~ ~ too ~ Z ~ ;;> ~ z o rn ~ ~ ~ ~ ~ ~ ~ o ~ ~ ~ p;:: o ~ II' II' cI) II! uJ I t- o ~ 10 o z <( -l ~ ~ \\ (F ,- II' II' ".. :: U :. '" Z o -J S (() ~ I U r- I 10 cI) z 0 (ij > ill III . W t- <( 0 I () . z ,.. \ J ~ . ~-;7 OU'! Z 01.0 . ,-11) <( erG"" I I ~~ lJ ~~ . rr n.. Px - No::( tI) d) Cu- .. ~ IX) lI) G"" W ill .... ..... ill z {C\ IIJ 0 Z -0 I- ~ <( U- <( ..J c iJ 1: D- " - s;: :::J U I 0 <( d) 0 .... a N *" :r lI) u " ..... ill :5 tf) <( tI) .... ...; " <( - " I ..... ..... Q! tf) u s;: ii5 lJ ~ :E <( II) IX) II) 't' Copynght. '.3rah3m UI.:'S!gn .A.ssociates. P 1\11 ",)hlo kocr:.;.j ThiS matenalls Ihe exclusive property of Graham Ol>s.gn ASSOCiates P A Reproduction In whole or in parts is slrrcUy prohibited ,::,thoul the prior 'Nllllell permisSIon uf Graham Des'gn A"oclates, P.A. and any such reproduction may subject you to civil andlor cnminal fiability unop.( T ,UP 11 of lhp Unt!f:.r1 St~lp<,: C(W-JH \j t> ~ ~ """' U'! Ul Z r {C\ <( ({) --1 <( Q.. 0 rn ~ ~ () W ...J lL r- ~ ~ - uJ el) ~ I- """- Z <( 3 Z ~ ~ ~ <( <( ~ ~ W ...J --1 0 0 W Q.. Q ~ ~ ~ Z w H 0 <( r- ...J ~ 0 tI) U W ',"" <( ~ ~ 0 >- tf) L ~ 0 Z w - z: Q! ~ 0 0 > cJ) 0 ~ rn Q ~ 0 r---i <( --1 ~ Z I IL ~ ~ l- lL r- ~ ~ I I- el) ~ rn ~ ~ 0 - ~ z: c ., j[ ~ " ., I: ] u.. +' .. ;/ L ~ ., 3 Q .!! o '0 '" +' o ,2 c o ;; ., +' C " " " 0:: <: Q .. OE OJ :r 3 " Z /' " '" ~ > <: Q .. t ., I /' 3 " >- ..., c ., -;;; " '" ~ >- <: ~ E OJ I co c<) I "" o /' OJ .. !! \i I: /' .. ~ ---, THOMAS J. GRAHAM LICENSE NO. AA C000152 +' <: ~ () ./ ... +' <: " E " u o o 04-38 DATE 12/8/04 Ai DRAWN MAW CHECKED OS ~ '" I:: /' ---, I: <l: ~ T o o N "- r "- ~ << III I- ;Z <( ...J IL PLANTER : i .-.---------.-. ~_.J....-______________ I I --.....-------..-...-. I . ..-.......-........-..--........ I . --,...---------...,.-- -~_. .-.---------.-- r_.....L..-__ __ _ __ _ _-L.._. . . ._~----_.._-_.....-. I I ......... ..--.... -.......-. . . --,----------,...-- . , ~"'=r"""''''==''''''==y=. --tlt---------tlt-- ! ~ DECK POOL 'L-j DECK PLANTER << III I- ;Z -< ...J IL 1 BUILDING "E" J (DeCK ') ( DeCK" lti I- :z <( -I IL DeCK DeCK , fDECY) 'j- . . ~ - ~ ~~ ~RASH U H-A H-B H-C w 0 II - ~~ ~~~ E LV El~~. r _~ H-C . - I JIIIIlIlII& .- ~ ..-- ~ . H-E !!!!!!l 11.. .J :c , " z - ~ 0 ~ -J H-E ;&;j 5 , !O ~ H-E .... ~ , H-C - ~ H-E ~ "'" - , ')/. u w ~ ~ H-E !!!!!! '- ~ .J - r- ~ "I ~ H-E == , li- I " 1/' DECK") ( DECK'I I DECK /- H-A H-B H-B ')/. H-B u w 0 "= OFFICE SPACE U; FIRe - - - - (2:1'2 SQ. FT.> r' ij=~== ')/. ;> GEN. u w ~STORACOE 0 - H-B II . . . . I ~5TORAC.E .l:EVa~ ?~HORAC.E ~5TORACOE . . . . I ElEC, .lmvS- 0 ~5TORACOE U :c ,I'~ LOBBY :c ..., ':,/ LOBBY ~5TORAC,E ':iL ..., Z u (,ARA(,E u z w w 0 0 0 0 ..J ?5TORAC,E .~ ;:= ^ -J :::J ;::: . :::J !O ~5TORAC,E . . . . I TRASH i JQ . J II' ?5TORAC,E ?5TORAC,E 1-- ~5TORAC,E ~ . . . . I ':,/ H-B u ? TRASH W 0 "= ELEC. - - - - OFFICE SPACE r= (2.-tl.2 SQ. FTJ ':,/ U w 0 H-B - H-A H-B H-B 1 DeCK I" DECK J ~ DECK I ~ ~ ~ . . ~ H-E ,.J ~ ~ - H-E - - DECK ~ H-E lli== DECK ~ H-E ~ - I - ~ H-E .J ~ ~ - H-E - DECK ~ H-E ~ 5S DECK ~ - H-E ~ H-E ,.J ~ " - H-E - - DECK ~ H-E ~ 5S DECK '\ - H-E ..... ~ ~ . ..- JIIIIlIlII& - H-C . ~: ELEC. 'db - ':,/ H-B H-B H-A A~ CLUBHOUSE H-C u rv= w 0 !TRA5H DEC~ ~ ~ " I" DECK) -c DECK ",I I '" DECK ,/1 DECK 1 1 1 I I ",.,.,... l~n 2 ..._-J S BUILDING -A- BUILDING -B- .~' - ---- -- - ~ .- ~--~._--_. DECK I-F ':,/ U w o << UI I- Z <( ...J IL \ PLANTER . CLUBHOUSE . PLANTER I-F '::tL U w o II! III I- Z <( ...J IL DECK ISLAND VIEW CONDOMINIUMS CLUBHOUSE LEVEL SCALE: 11/=20'-01/ 'f" o o .... r a ~ -<> E " U " o ,;, .. " '" " .= nd FLOOR MASTER PLAN \.) " ~ N ~ <= .. 0:: ~ '" OJ 1:: ~ --' lL " <= N -;:: ~ co ~ co " U 'Q on ., 0 ~ c <> ;; ~ c: " '" " a: ~ co I 3 " Z / .. '" ~ :> ~ t co I / ;0 " :> " c: .. on .. '" ~ > c: 0 .. t co I <Xl .... I 'f" a ./ co '" !? .. 1:: / .. -g -, +> c: ~ :> l) /", +> c: .. E NORTH g 0 ~ "" 1:: / .:; 1:: lL '" <:< ... v- a 0 N "- r N --.. Q CALE: 1"=20'-0" ~ I U >- I dl 11) z Q 11) :;: UJ ~ I UJ t- <t I 0 0 I Z .. \ I I "- ~ .~ ---~ OLO OLO Z . .....LO <( <<rO- I I (i) (i) \J (i)ti) . r-r- (l. Px - Noc{ tI) II) Cu... . ~ en (J) 0- W ill ~ ..... W z ti) 10 0 Z --0 I- ~ <( u... <( ...J c --5 I: (l u - c: ~ U I 0 <( II) - 0 f- a N ** :r U) u u ..... ill 3 tI) <( (J) I- ...; u <( - u I ... +> (l! tI) U c: jij \J ~ r <( U) <0 l.O ~ Cnrvrl'1h! - '3rflh;::lm flt:lC:;l!ln A<:;<:;OClflto?c:;, P :-11 fl9111" ,,','>" ,,'d This malerial is the exclusive property 01 Graham Design Assoclatas, P A, Reproduction In whole or In parts ,s ""clly plolllUltCJ w,thuut tllC pliO' v,,,tt~,, permission 01 Grattam Uesign ASSOCIates, P.A and any such reproduction may subject you 10 civ,l and/or crinllnalliabllily under Hie 17 01 the Un lied Slales Code LO LO r ti) (<) <{ 0 r:J) ~ ~ 0 -J lL ~ ~ ill ~ ..... Z <{ Z 3 ~ ~ <( ~ <{ ~ ~ ill --1 -J 0 0 (1- ~ Q It: ~ Z w ~ I- ~ 0 <{ -J tI) ~ U 0 <( ill ~ u I: >- ~ tI) " 0 Z ~ - It: z ~ 0 0 0 f>-._ ~ tI) ~ 0 (fQ ~ ~ --1 t---~ <{ ~ Z I 11- ..... ~ ~ 1L 0 < ~ I ..... Z ~ m ~ N 0 ~ Z THOMAS J. GRAHAM LICENSE NO. AA C000152 O~-38 DATE 12/8/0" A2 DRAWN MAW CHECKED OS DECK I-A I-B DECK M ..J w DECK I-B I-A DECK r BUILDING "E" r ':>i. U w o DECK'l I . DECK u. . I DECV I r--( ~RASH ':>i. ~m u H-A H-B H-C w .J. 0 .. ~ ij~ ELEC.( vir ilL H-C . ... I JIlIIIIlIu. . =: H-E 1L - =: " DECK Z 0 DECK ...J H-E ~ dl H-E - ,... DECK H-C DECK H-E - ,... ':>i. U W 0 l H-E - DECK DECK ,...- \ H-E L.-- ~ .... ~ " ./ DECK ~ ( DeCK . DECK . H-K - H-A H-B H-L ':>i. H-B / u W ':>i. 0 U '--- w 0 (FIRE - - - - ':>i. U W 0 r- ~GEN. "- it . U w 0 H-B ?STORAG.E - . . . . I H-c. ?STORAG.E ~~,~, -- , ~STORAG.E II HEY 11011 ELEV '-11 ELEC. ?8TORAc.E mc.m ~~ I .. . . . . 0 ~STORAc.E . /J LOBBY " LOBBY ?STORAc.E z c.ARAc.E 0 ...J ~STORAc.E ;:=:/"t :5 (b dl -,_. . - . . . . I TRASH . ?STORAc.E . .. ~8TORAc.E ?STORAc.E ... ?STORAc.E . . . . I H-c. I it H-B u w 0 TRASH '-- . / ELEC. ':>i. U - - - - w 0 r- ':>i. I u ':>i. W I u 0 w '- 0 I ,... H-B H-A H-B H-L l-- H-K . DECK .", DECK) ~ DECK I ~ - ~ ~ H-E - DECK ""'" H-E / DECK - H-E ~ '== r H-E / ~ H-E - DECK """ H-E / DECK - H-E ~ '== r H-E / ~I H-E - DECK ""'" H-E '- ;I DECK - H-E ~ '== r H-E ~ / I . - JIlIIIIlIu. ,... H-C . rs=!l~ ~n ' ELEC. l../b 7'" H-B H-B H-A H-A H-D H-C u At:;~ ~ w 0 "- ~" I", DeCK) -c DECK I I~ DECK . DECK . . . IDEC"'--..I Lum " BUILDING. HAil BUILDING. nB" ------ -.-.~- ---------- - --------- .-..-- ------ - -----~--- ---- "--- ':>i. U w o ISLAND VIEW CONDOMINIUMS FLOORS I TO 8 -c- o o N r- o L .. .D E " \) .. o '" " "" ", .. " I- SCALE: 1"=20'-0" . U .. " Z o ...J ~ dl NORTH 3rd FLOOR MASTER PLAN ~ SCALE: 1":::;20'-0" ...... ':V. I U >- I dl \1) z 0 \1) > W ~ I W t- <l 0 I <> I Z .. \ I - ,"' "" ../ ~ - 0Ll) Z 0Ll) . ,-Ll) <( 0-0- I I (i)(i) ~ (i)('f'I . ~~ (l r:x - N-<{ c1) d) Cu- .. ~ IX) lI) 0- W ill ~ "t' W Z ti) lG 0 Z "'Q l- e:: <{ 0 u:: <( --l c -0 1: (l lU - c: :> U I 0 <( cI) 0 I- 0 N # :I lI) U 'll .... ill :5 If) <( lI) I- ...; III <( - lU I .... .... Q! If) u c ii5 ~ ~ I: <{ Ll) IX) Ll) lC.~ c.orJ'l"rlghl - Gmhilrn D~Sl~!n AssO(;Ii1I;::s P All fights reserved This material is the exclUSive property of Graham Design ASSOCiates. P A R0jJI ndUf'tlon In Wll(\II? 01 In p.:H1s IS ,llIcllf ~lUllIlllled Wllhuullhe ~riUl ..IIltell permission of Graham Design Associates, P A and any ::;uch reproducoon may subject YQllto civil andlor criminalli~bil~y undel Iltle 1 t of the Urllted States (,1I(j(~ \) .. "! ;<; 4: IJ) Ll) r Ii) ti) <( 0 en Ol ~ 0 -J 11- ~ Ol ill ~ ~ Z <( Z 3 ~ Ol <( ~ <( ~ w -1 -J Q.. 0 u ~ ~ Ol 0 W ~ Z I- ~ 0 <( (.J) -J ~ U 0 <( ill ~ ~ u 1: 1'--_ U) ~ 0 Z ~ - Ol z: r---1 0 0 ~ 0 U) 0 Ol rn ~ Ol -1 ~ <( 1L ~ Z I ~ ~ ~ lL ' , 0 ~ ~ I Ol ~ ~ en Ol (<\ 0 ~ z: c .. [[ 0; ~ ", .. I: & iL ~ ~ /' E '" 3 l> .. o ~ Q '" ., (j .2 ~ ;; " ., <: .. ~ .. ci: c ~ E " I 3 .. Z /' .. '" ~ > ~ ", E " I /' 3 !! > .., <: <l :!! .. '" ~ > ~ .. t " :t <Xl ~ I -c- o ./ :\ !? -.; I: /' ", -'" Q -, ., c ~ U THOMAS J. GRAHAM LICENSE NO. AA C000152 ", +> <: .. E ~ o '" I: ./ ..:; OAf-38 DATE 12/8/04 A3 DRAWN MAW CHECKED OS 1:: 0.. o ~ r- T o o N " '" ~ 2 DECK 'J./. U w o ':.L U w o r BUILDING .E. --1 ~ r I DECK DECK r .- . - . . I DECK OECK - ~~ ~RASH H-F H-F H-I , I~ ELEC.~ E V I . H-I JlIIlIIlIIB . = 11.. >: - " Z 0 H-G -I ':3 to / 'J./. U W 0 H-G 'J./. u W 0 ~ "- ':.L U W 0 H-G ~ ~ I ~------------ DECK I OECKl ( DECK I I ':.L u H-G w 0 ./ H-A H-B H-B / H-G 'J./. u W 0 - - - ':.L (FIRE - U w 0 '" ? GEN. ':.L U - . . W ~5TORAC.E I 0 H-G H-F II . . . . I - ~5TORAC.E ~5TORAC.E a'Vl me, ~5TORAC.E ,-.. ~ ~ - .............. . . I ElEC, z . . ~~ 0 ~STORAC.E ( ..... ~ . ~ LOBBY ~STORAC.E . GARAGE LOBBY z 0 -I ?STORAC.E ~ ~ ':3 ~. i'5 '" to . . . . I TRASH iP ~5TORAC.E ~ -- - - - - - - ------ . ~5TORAC.E H-F ~5TORACrE - ?5TORAc.e ~ . . . . I H-G - 'J./. U w 0 TRASH / ( ELEC. ':.L U - - - - w 0 'J./. U w H-G 0 '" r\ H-A H-B H-B H-G ':.L u w 0 I I DECK) ~ DECK I DECK ~ \ ~ . . - H-E DECK H-G DECK H-E / 'J./. U W 0 - H-E - DECK ':.L U W 0 DECK '" H-E H-G H-E DeCK DECK H-E .- -- - ~ ~ JII-. - . '-.',,"--,'"-.-...-<-'.- I'C"'~~'" ~ t: -...,--.., H-J H-G H-G H-F H-G H-I A ~ i?::J ~ ~ DECK DECK '" I DECK ~ - . I DECK J ~ I BUILDING "A" 1 BUILDING .B" _n~ - - - ---.---- ____u - -------- --." ---.-. ---- ~-~ - - -- ---- - - - ,- -. - 1-0 1-0 ISLAND view CONDOMINIUMS FLOORS 'l TO 12 SCALE: 1"=20'-0" 't' o o ('. r- o ~ .D E " u " o '" " "lJ " " .= t . U ~ z o -I ':3 to NORTH ~th FLOOR MASTER PLAN ~ SCALE: 1"=20'-0" ':>l I U >- I fO cJ) z 0 c;; :> ill O! I ill I- <( 0 I 0 I Z .. \ J "\: ~ - Ow Ow Z . oq-w <( 0-0- I I (C) (C) ~ (C)(C) . r-r- n.. rX N-<{ - d) elL cJ) .. ~ (0 tI) lr UJ W ..... .... ill z (C) <<J () Z ~ I- fS <( lL <( --l c -u 1: n.. " - s;; ::J U I 0 <( cO - 0 t- a N t:l: J: tI) 0 " ..... W ::; (f) <( lI) I- ...; " <( - " I .... ..... Q! (f) 0 t: ;0 ~ ~ 1: <( w (0 w fe,. Cnpwlohl - GrHharn Of-!<.;ll)n Asc.(jr.ICjles. P ; All rights reserved, rhis material IS the exclusive property of Graham Design Associates P A RI::>plOductiorl in whole or in ~arts l~... :')i1idlf prutuvllcu .vilhuulll1i;; IJllur .VIIUeil permisSion of Graham DeSign Assoclales, P A and riIlf such reproduction maf subject you to civil and/or criminal liability under Illh: 1 f of ttle Unltt.-d States CtAlt' u " " I.() w r (<) (<) <( 0 rn Ol ~ 0 -J 1L ~ Ol uJ t---i ~ Z <( :z 3 ~ Ol <( ~ <( ~ W ....J ~ 0 u lL ~ ~ O! (j Z w < t- ~ 0 <( ....J en ~ U 0 uJ <( ~ ~ U 1'---_ (/) E ~ ~ 0 Z ~ - O! z. r-1 0 0 0 ~ (J) Ol 0 UQ ~ Ol ~ <( ~ ~ Z I 11.. ~ ~ ~ 11.. I ~ ~ I ~ t- h-1 en Ol ~ ~ 0 ~ z. ..... -.( c ~ IL t; ~ .. " I: t 2 lL .., ~ ..... ./ ~ ~ '" i!. '" .!! o ~ o '" ~ G .2 c o ~ 2 ~ " 0':: 2 E " I 3 " Z ./ " OJ ~ > ~ E ., I ./ 3 " :> ..., c '" :!? " OJ ~ > c ~ :: CI I <Xl <'\ , 't' o / :! ~ ti I: ./ .. .D o -, THOMAS J. GRAHAM LICENSE NO. AA C000152 +> C t <3 '" +> C " E ~ o '" I: ./ ..:; O~-3B DATE 12/8/0"" A4 DRAWN MAW C~ECKED OS 1:: 0.. r- <'\ r: T o o N "- --- ('i 2 1 BUILDING "E" J DECK DECK 1 t DECK ~.,---, - ---- . . I DECK DECK - ~~ ~RASH H-F H-F H-I !l ;~~~ [~ E Vj f , -. - TORAc.e mDJ ~ H-I __n_ _ __ , __..,___---' . u.. :: ... '" Z 0 H-G -l ~ CO / '>L U w Q H-G ':>L u w 0 , "- '>L U llJ 0 - H-G ~ ~; ) .... ~ .- .__ ,n .___. U U DeCK DECK DECK H-M / H-O H-N ':>L u W 0 H-P " ::I DeCK ENTRY ENTRY COURT COURT I I I [><J I I I COURT 1 I I !~LE~. LEV:l ElEC. ENTRY I -lJ I - -". = c:=::: I ElEC, H~lEY j!~r~lEV ! :: ,---- . :: 0 I I ~ ~ U :a I I ~J . I I \) I I '" LOBBY I I LOBBY z I I Z 0 I I C I I ^ -l I I -l I -- . ~ ~ I ~ I .. to :;:: . RASH to p ~ I ... I -- ~ ENTRY I - COURT [><J I I I I I I I I ENTRY ENTRY COURT COURT ::a DeCK / H-P '>L 0 w H-O H-N 0 " H-M DECK DeCK DECK l n n f 1 -- ... ...... ~ --. - H-F _"=1 H-G ':>L I u w I 0 ~ ':>L U w 0 '>L H-F _"=1 u W 0 ':>L U "- w 0 ':>L H-G u w 0 H-F -iiiiiI ~ ~ ~ aamJ - ~~ II ELEC. ---,In lLA: H-J H-G H-G A$ H-F H-G H-I 5 I~ & 5 I DECK ~ ~ DECK - I . DECK ~ I DECK DECK ~ BUILDING "A" .oJ L- BUILDING "B" .~---' --- - --------- -, ., -- .-- .--------- -- --- - ---- ----~------------- --- .- ------ .- ' ----------. '--~ I-E DECK I-E DECK ISLAND VIEW CONDOMINIUMS PENTHOUSE LEVEL SCALE: 1"=20'-0" "t' () () .... r () t .a e .. v .. Q '" OJ " ., .. ~ th FLOOR MASTER PLAN CALE: 1"=20'-0" l" ; , NORTH ~ ':>L I U >- I III lJ) z 0 in :> w ~ I W I- <t 0 I 0 I Z Ii. \ J \ '\.' "'= r Olh Z Olh . -rU) <( (>(J I I ~~ ~ ~~ . or lL Px ..... No:{ tI) cI) Cu- .. (l{ 00 (I) a- W W ... "r W Z tf'I to 0 Z -0 r ~ <( lL. <( -J c -0 1: n.. ., - c: ::> U I 0 <t cI) 0 I- 0 N ** :I (I) 0 ., +> W '3 <f) <t <<1) I- ..; ., <( - \) I L. .... B! <f) 0 c: i5 ~ (l{ l:: <( U) 00 U) ~ G)~'yn'Jhl - Grill-lcJlH O-:':.!'Jn ;'sse'U.:.t1i3:- P AlllKJhts lesenEd. ThIS malerial is tile exclusive property 01 Gra"aln O""iyl\ As~ial"", P A, Reproduction in whole or In parts IS ~tll(:.lly prf)hIP,h~d wIthout thp pllnr wnftPIl permission of Grallam Design ASSOCiates, P,A. and any such reproduction may sublect you to cIvil andlor criminal liability under rille 1,' at the United StoIc" Code, " ~ U; -<( lh lh r {() {() <( 0 rn. ~ ~ 0 ...J lL :::; ~ ill ~ r- Z <( Z 3 ~ ~ <( ~ <( ~ ~ ill ...J -J 0 u (L ~ Q Ol ~ Z UJ ~ t- t=J 0 <( ...J en ~ U 0 ill <( ~ U ~ tI) 1: > ~ 0 .- W - Ol Z / ~ Z 0 0 0 ~ tI) ~ 0 CfJ. Q ~ t--1 <( -J ~ Z I 11- .... ~ ~ lL I ~ ~ I r- t- ~ en ~ 0 U') ~ Z l: .!! lL L ~ '" .. I: L o ..2 u.. -'= .. U> /' ~ .. 3 .. " Q '0 ~ o ~ c " .:> ~ l: " C) " n= ~ C) :: .. I "' .. Z /' " '" ~ -> l: o E .. I '3 .. :> " l: OJ '" .. '" ~ > ~ OJ I en <') I "t' () /' ~ !! b I: -;; .., o ..., THOMAS J. GRAHAM LICENSE NO. AA C000152 .. l: ~ U /' j c " E " " o o O-i-3B DATE 12/8/0" A5 DRAWN MAW CHECKED OS :n I: /' -'; I: lL r "! '" T o () N '- '" N '.... 2 I ~ OF FT. HARRISON (_.. 11'-0" .,~ I LRBOR ~r~ h 1,IT1,1i !Djr II L~! I ' I' W;---!~ ntJI. ,... _''" T~~..Q. . I I ! DECK . 0) I Cr PARAPET . .... I c.. 13'-3" i t- 1:- -T-' _.__.'u__. .-.-.uH '~~~ - - -- i .f Iln' iill11ln' 11111'1 t I ! Ii , !: ! Ii Ii II! 1,1, l ' i I[ II 9" ,I I Iii 1 ~UlUlu:nUL ~~L_O~ ~ ROOf LINE l ROO~ - UNE 1 I l 1 I ROOF LINE 1 ---- ----, t j 5TH FLOOR ~ ---- "-----..- . CD 1 Cr . CD I Cr ORNAMENTAL RAILlN6 ORNAMENTAL RAILlN6 5TH FLOOR r:---'7---- . ____c__, ~ DECK j I, 1-1'--1" -1'--1" r::---II ~i-I~ 'of~11 ;! LJ I. . CD 1 lr- . co I lr- . IX) I 0- f I ! TILE ROOF TILE ROOF---- TILE ROOF "'fTH FLOOR "'fTH FLOOR "'fTH FLOOR I j f . I I ! L~ 'I i i t i I t 1ST FLOOR ___/r,u r, -~ I '" "; i 'DECK . co I Cr . .... t Co .... ~~- ~ ) r.-~ ,/ / ~ ~. I i I t 3RD FLOOR , t ! + I t I i f I 3RD fLOOR , t i i ~ I : , " I 1-1'-8" f--- . .... 1 in .... . T 1 Co T . 0) I Cr . CD I lr Jb' II .0111 , IU, 3RD FLOOR DECK 1'___~.__.___t_ 8,10' , [ '~^ frv! '.^ I ('II I I \ ~ i2iu~il I I I' 1 ,', mJl,m PASSA6E ~ jim w!CIJ . co I Cr . co I Cr . CD I G- ,1\ \",';---;-i V\ / ,. ~ (V' i: I 2ND FLOOR 2ND FLOOR 2ND FLOOR I j { I ! ~ I ,'-0" t I : f 1ST FLOOR PROPERTY LINE . 0) I 0- COVERED WALK . CD I G- . co I lr 1ST FLOOR I ~ > ~ I I PROPERTY LINE ~ I I PROPERTY LINE ~ I I 1 OF JONES STREET 1 OF JONES STREET I , OF FT. HARRISON --PROPERTY LINE BUILDING SECTION SCALE: 118"=1'-0" BUILDING SECTION SCALE: 118"-1'-0" BUILDING SECTION SCALE: 1/8"=1'-0" BUILDING SECTION SCALE: 118"-1'-0" PARAPET WALL FABRIC AWNINGS . .... I N BARREL .L.. PARAPET WALL~ 13' ALUMINUM A\l.JBOR ALUMINUM WINDOWS CORNICE\~' WINDOWS CORNICE.~ BARREL TILE ~ ::...______ ~ 000 .. IDmUDl~ IlIIDDI .. . .. , uur --- oE3 EE 1fr1 mm ~~~-J ';;~~ mm FUI ;LU IE ~~~ IE _ m ~~ m II ~~ m m IE IE IE IE m m ~ m ~~ m ~~~_~~T- h~ !~~ _~~~ ~ ~ ~ ~ ~ _~ _~ <L- BAS:N~~::~:! ~ - r-r _~r=r= _ -0 - Ii----- F I--- -0 L-.FrL. . FM. . ~. . . FA .. FM...- ~ - i i I--- I-- A r--I r--I tT '? t+ t-t- H- I HI ~ ..L u... l--- ..1 \ LL 1---------'" .i ~.l .i 0- ..1 ..1..1 .1 LLJ UJ UJ L.J LU H I - b --=- \ I \ _ 1ST FLq,9~ __. I .", ,./ I 1 1 \ '-FABRIC AWNING57 '-----SCORED STUCCO 1 _ ~ STORFRONT - .---.1 ..___~:~EDnS~CCO___BUILDIN"-_~._ nm_ _ .______ ... . ... ___ _. STA~RS ___ ..__:O:RS_ _____________ . ...."UIL'"NG~~OREF~ON~_ . ..... _ ___________n ___ . 9 T I 1 0 ~ U'I ORNAMENT AL RAILlN6:\ TILE ROOF ~ CORNICE\ ~ \ /~, ~ ",y ~ ~ BARREL TILE ROOF ~ ~ I c.. BARREL TILE ROOF STUCCO~ ROOF LINE ROOF LINE IE IE IE IE mllll mm"" ~~~~ ~ ~ m U~~"m ~ ~~ ~~ 3RD FLOOR AL RAILING . CD I 0- . 10 I Cr ~ ~ I --- ~ IUI . llD I 0- ORNAMENT AL RAILING I I 5TH FLOOR 5TH FLOOR . CD 1 lr EE -iTH FLOOR -4TH FLOOR _I'm Q I ~ 00 I I o Co :;,... U'I .... v ALUMINUM WINDOWS ALUMINUM WINDOWS 3RD FLOOR in 1 0- ~ --~ I ~ \ BASE CORNICE 2ND FLOOR -m LU . co I G- -'k- --------'k-----~1.:_FLOOR__ - J .... JONES STREET = BUILDING ELEVATION SCALE: 111'''=\'-0'' A-\ ~y A "'.Y 000 AL RAIUNGi~ CORNlC:RN;MENTAL RAIUNG\ /_ ARBORPARAPET WALL (FABRIC AWNINGS STUCCO iFABRIC AWNINGS /-PARAPET WALL ARBOR\ /r-ORNAMENTAL RrAfLlN:ORNICE 6 \ ~ STUCC~ ~_~\ rALUMINUM WINDOWS (,~\ "'- /- r-ST~REFRONT (,~ ALUM'NUM WINDOWS, /;;~/ /STUCCO \ ~ Q VI 11._11 ~ ~ ~~ II ~ ~. I m 0 ~ 0 m ~. i mml m Imm II ~ IE 6 11__ II IV ~r~UlEn~ni~1E IE IE m~=IE m m 0 ~ D m IE IE~IE IE IE m.JJ.~n~n~~IE~ ~ m ~~ m m ~~ m m ~ m Ul IE IE _= IE IE m D D m ~ IE __ ~ IE jJ m ~~ m m ~~ m m ~~ m ~ ~w~wl,il~~i,IU~ ~ rm!9jj~ill]U~w~.~ c-. '" \ :B==B~=~~ ~ ~~=~= _ ~ ~~=/-~"" ~=~ _,-B:~=/-~~ >-:.. B ~ - . >- ~ -- - =' --- - - ~ y--~ - . - -- / -.. h .. --.. - ": ==""~=~ :::: ~~~~~""~~/ '- ~=~ == ~~ ~ :::: ~ / ~ I'" BARREL TILE ROOF ~_ ...A.... ~ ORNAMENT BASE CORNICE ...- o o N r o \i .LJ e t> " t> o '" .. .., .. t> ~ PARAPET .... I ROOF LINE c.. 5TH FLOOR "'fTH FLOOR t I I I I 3RD FLOOR 1 I I I t I 2ND FLOOR f I i I ~ I 1ST FLOOR l' I , --------------------------1 I l' ! ~ 00 1 lr . IX) 1 lr CD 1 cr . .... ,I CD .... Q I <> U'I . IX) I G- 00 I Cr ~ ~ BARREL TILE ROOF ~ I()I~I() .... I N PARAPET --- ~~- ROOF LINE - - -- W~RNAMENT5:~ :~~:: z m ff fi'l ~ 'L IE I rE ~/--\L, La. --- ~ mmr ~ 1111 II " II II ~ -=. \ ~ ;;;.----; -1TH FLOOR . CD I lr . 0 . ......- ALUMINUM WINDOWS 0), I ,I - 0 lr ~ U'I FLOOR 3RD --- - mi r BASE CORNICE <r lmll____~ND FL9_0R _lr ~ -=- ~~:;.- l- I- ~ -;;;---.-~,-,~ - - J In ~ COLONNADE STOREFRONT DOORS SCORED STUCCO ALUMINUM WINDOWS 1 ST AIRS_ j ___ BUILDING "EO BARREL TILE ROOF ~ - - I ELEVATORS BUILDING .C. SCORED STUCCO STOREFRONT DOORS STAIRS I -~-----t--- BUILDIN6 "B" BUILDING "C. FT~ HARRISON = BUILDING ELEVATION SCALE: 1/1,"=1'-0" -1 CD I lr 1ST FLOOR ~ . U >- I m CI) z 0 (ij :> ill oc I ill t- <( 0 I 0 I Z Ii. \ J ~ - - ~ ~ Ow Z OLn . .....Ln <( erer I I (i) (i) ~ (i)(i) . " Q.. r:x - N<{ tS) ($) c~ . ~ (I) d) er W ill .... ..... W z (f) 10 C Z -0 I- is <{ u:: <( ...J sf -u 1: n... \l - c ::s U I 0 <( ($) <5 0 l- N 1:$ :r d) u \l ~ ill :; <f) <( d) I- ..; \l <( - \l I ... ..... Q! <f) u c iO ~ ~ :r: <{ U) <D Ln @ Copyright. Graham Design Associates, P AU ri:Jht, r"'>€Iv'?'! I hiS matenal IS the exclusive property of Grnh;-~rn f1psiC'Jrl ASS(l{'latps P A Reproduction In whole or In parts IS striclly prohibited Without the PliO' wnllen permiSSion of Graham DeSign ASSOCiates, P A 3nd any such reproductIon m3f suLJed fUll Iv \..1'.11 dIIJ,'UI U!llllIldll!dLJdlt/ under Title 17 of the United States Code, " t> ~ '" <f cI) Z 0 - r- <( > W Ln --I U) W r (() (() '" <( 0 z rn III - ~ () 0 --1 lL --J ~ . - III ::J ill ~ ..... ID Z <( 3 ~ III cI) ~ <( ill W ~ --1 0 U Z ~ 0 ~ U -, Z ~ 111I- 0 ~ <( --1 Z ~ U 0 ill 0 ~ t--..... U > :> (f) cI) () - ~ .... ~ Z z ~ ~ 0 0 > (f) <( III rn. Q III I ~ <( ~ Z :r r- ..... ~ ~ lL ~ ~ ~ :r 0 ..... -1 rn III 1L == 0 ~ Z > " ill 01 " iO .. t> ~ ---, I c ~ E .. I -( ~ .. i'! .. t> U '0 '" .., (} ~ S z .. .., <: " .. " tl: 2 E .. I 3 t> ;z: / t> '" ~ :> i .. I / 3 !! > " c .. :!i " 01 ~ > <: ~ E .. I '" (<) I ...- o ,/ ~ .. L: / I) ~ .c; .., c ~ U / ~ c t> ~ u o o THOMAS J. GRAHAM LICENSE NO. AA C000152 r 0-4-38 DATE 1:21810"1 A6 DRAWN MAW CHECKED OS "" I: < -, I: Q.. cr ~ (<) "f' o o " "- r "- ~ Co I N Co tr I I ~ Co ~ Co I G- 'f" o o N r o ~ .a E .. ,. .. o '" II ~ ~ t- . ..... I N BAR ROO . IX) I G- PARAPET WALL ORNAMENTAL RAILlNG\ "'fTH FLOOR ~ ALUMINUM WINDOWS 3RD FLOOR BASE CORNICE 2ND FLOOR en I G- 1ST FLOOR n ~ -- \ ROD L. mm mm ..Fn.- 1>--- _ 1'1 FT=l FM FM. uFM...~...Fri__ tT1 I --r-'~ LiJ.l .L l.LI ~ l.LI l.LI l.LI LU / SCORED STUCCO ~ BUILDING "F" I - l'-l-fL___ ,-;"r~' \ ~/: )~ ..... <- TILE ROOF 1:.::.=.... ~JI . I?f II ! 'l'! , I I--j I I ' I II DECK . I __,~u,u.:...'--:C"'___'_~'~~ ROOF LINE ~~-----------..---- . , Co I 0- f , 5TH FLOOR ~~-l i t I i "fTH FLOOR . \I) I tr . \I) I 0- ..... I (0 ..... 3RD FLOOR . \I) I tr ~.--f1) J \ \ \ /) \~ ( I \ I, 1 \ \ I I I I I ' i \ ,. . . . -LL_____..-,-_~_1,_-.:----:., . I I 1 , I t ~~OOR I Co I 0- . , ~...,.........,.~....___...___.....___:_:J"':' ~ OF FT. HARRISON I o I ..... o I III ~ PROPERTY LINE I 1 OF GEORGIA STREET BUILDING seCTION SCALE: 1/8"=1'-0" CORNICE PARAPET WALL ~ -- 0 0 01 k ~y PARAPET WALL BARREL TILE ROOF :;.... . I N PARAPET .--- ROOF LINE ~ /~ ~\. en I er 5TH OR "fTH FLOOR BASE CORNICE 2ND FLOOR . \I) I tr 1ST FLOOR "1..., - SCORED 5 TUCCO - 5CORED 5 TUCCO 1 BUILDING "EU ST AIRS l' GErOR~GIA STREET = BUILDING ELEV A TIrON SCALE: 111,,"=1'-0" OSCEOLA AVENUE = BUILDING ELEVATION SCALE: 1/1,"=1'-0" "-8- ""-"'. ""-0.. I TILE ROOF I I ,~ I I 1 If- \\, ,\- -.. '\ ': ",\ .::::: .:::-" "'\ -'- /'l- .c:... ".\\" / :....c//.~--'-'-- -==- ~\ /,> ' -11'\ '-'/./"'-- /::\ I' ,0\\;~'\\\ \\~ 1/,: ~/ I \ "\;;\ .\\\ /1 I 1\ 1\ I I I ' I ! I I I i I \ _1....__. __ . , i I 1 , "', '/'/ ROOF LINE .j .> 1 J I , , ! 1 5TH FLOOR I I l 1 j I { "fTH FLOOR I I , ~.. 3RD FLOOR ;> ----------..,.-.----c--.,.--> 2ND F~OOR ~ PROPERTY LINE BUILDINu SECTION SCALE: 1/8"=1'-0" EEl 53 -Fri t11 L.1J BUILDINCr .F" PARAPET _ ROOF ~I~ 5TH FLOOR ORNAMENT AL RAILING \I) I ~ ""TH FLOOR G- m 11la. -~LUMINUM ~INDOW5 3RD FLOOR I /_IBASE CORNICE 1/ 2ND FLOOR fTI w 1ST FLOOR 5 TUCCO FABRIC AWNINGS \ ARBOR} \ I;'~ ~'LE ROOF ~ 53 /~~~ ~~~ =e ~~ ~ 3:~U::U;RWINDOW5 ~lml'" m 53 53 ~~ ~'u m m _ m m ~~~ ~m 53 53~ m_mm~~.. ~ 1f1 / ~. ~ f1] ill i~~~ DO ~=~ DO ~~~ DO ~ ---m---EJ ...... 1 FABRIC AWNINGS--.I 1ST FLOOR en I tr . . Q \I) ..... I I I 0 a- ~ III \I) I tr j . IX) I tr . \I) I tr en I G- . \I) I 0- ..... I (0 ..... . \I) I tr Co I 0- J (' "": . 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I 0 0 ~ <( Q ~ - \) ~ Z / 0 Ot! ~ <t --! 0 ~ U 0 ill W ~ ~ 0 \) >- tf) 0 Z w - .,. z t--1 0 <( 0 > tf) en ~ ~ -1 ~ ~ <:( 0 ~ Z I W I- ~ ~ lL U ~ ~ I (1) I- ~ rn D!: 0 ~ 0 ~ Z ,... 4: '- " iii 01 ." iii II 0. t ,. ~ I II ';5 .. " ., o ./ ~ +> II ~ ., .!? U '0 tD "" I 'f" o ./ ~ -.; 1: ./ ., .a o ----, ... ~ THOMAS J. GRAHAM u LICENSE NO. ~ AA C000152 <: .. !5 u o o f!' ./ ..:; 0-1-:38 DATE 12/8/01 A7 DRAWN MAW CHECKED OS 1: 0.. i<) -i' 'f" o o N "- ,... N n , :, Il, i ":",, i ::, :: . 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P I All lights leserved, This malerial is Ihe oxclusive property of GraMm DeSign ASSOCiates P,A__ neproduction In WllOIA or in p;Jrts is ~trJl.,lli J;IVIJluth.:d \.'ltlI0ut U-It..: /JIIUI .'JfJlh.:H permission of Graham DeSign Associales, P A and any such reproducllon may subject you to Civil andior crimmalliabllity lInder I ,tie I; 01 th~ United Sl~t~s ( ode \) " 10 <ri W -1 W t- z o ~ II- " ., v ;; " E Of ~ " If) o o z o o " 3 to >- ll) ll) r (i) (i) (J) <( Z (jj) 0 0 ~ (}( 0 - -J l- ~ IL <{ (}( t--i ill > Z I- <( W t--1 3 ~ (}( --J <( uJ W 0 -J U . ~ t- Z <( X -J 0 0 w LU U u tI) 0 l- > - (J) ?' z ~ 0 LU <I) 3 I---i (}( > (}( <( ~ ~ I Z I- W ~ 0 tI) ~ IL -1 ~ I <{ I- rJD ~ W 0 I--i z " " " t'i ..., '3 " >- " " 10 t'i Of '" ~ >- ~ E 10 I <Xl <'l I T o / ] " :E / ., A o ..., ~ ~ THOMAS J. GRAHAM u LICENSE NO. ~ AA C000152 s:: Of e ~ o on :E / -'; O~-38 DATE 12/8/0'4 A8 OR A 'Ml MAW. OS OJ8 CHECKED TJC, :E < ll) T <r T o o N '- t<\ ~ GRADE ~> T o o N r' o .. " .D " " U " o '" .. -U ., " ~ /at't~,~ BARREL TILE ROOF ~~~\1;~~1~:~~~t~:4~.. rtL ..1 CO~\ n n I i L-J f~'<l LJ r-o---or--'1i u ~ o o n '----! TRELLIS D ~ I ' '-"~ n"'j rIi ! !! "--"' I I" '.. ~' ALUMINUM WINDOWS t DOORS I d I , i [1 D ORNAMENT AL RAILING I I I I ~-.. I c---:-- SCORED STUCCO n I ' L-J ~ o OPEN DECK ., ..4.:< '. " I .1 "': ,-- ;7?- ~~.,-~-:-"'.., ~'-""" ~:-~~~ · .... ~'\:--~- _ _,-':_ ..-- "'-'__'-__""",_...' -"..___ - _n _ __ _ __~_ . .~' PROPOSED GRADE SEA WALL EXISTING GRADE ISLAND VIEW SOUTH ELEV A TION (NORTH SIMILAR) SCALE: 1/1'" = 1'-0" PARAPET WALL TOP OF PARAPET . ~ I N STUCCO ALUMINUM WINDOWS ORNAMENT AL RAILING OPEN DECK SCORED STUCCO FINISHED GRADE AUTMATED PARKING GARAGE LEVELS PENTHOUSE o I o .- ALUMINUM SCREENING 12TH FLR = o I Q 11TH FLR o I o lOT H FLR o I o ~TH FLR o I :t I o 8T H FLR lTH FLR o I Q o I 'TH FLR 0 5TH FLR it ---7 4TH FLR 61 3RO FLR o I 9 2ND FLR :t I o 1ST FLR CLUBHOUSE = o 1 Q GARAGE o I o . ~ I .... :+i GRND. 0 , 0 !!! u " ., <r -t I Z Q I- <t > W ...J W <J) I Z /' " u ;;; '" " ~ U ., /' <J) () 0 Z 0 Y " " :> -U <: '" --.; 7 3 !! > -U <: '" :!? " '" ~ > 5 '" t .. J: <Xl "" I T () /' ~ -.; r:: /' .. .D ., ...., ~ to ~ d /' ., ~ <: " E ~ 0 '" r:: --:. ...., :i: -t ll\ ~ <r ..... () () N "- r N ~ I () >- I CD Vl Z 0 in 5 w a::: I ~ <( I 0 ci I Z .. \ I l '\.' ~ ~ 010 Z OLII . .....10 <( a-a- I I ~(<) ~ ~(<) . ,..., 0... rX - N<{ tI) (I) eu.. .. ~ co tJ) a- W W ... ...... W z (<) 1lJ 0 Z ~ I- J'! ~ u.. <t ...J c -Q 1: II " - C :::J 0 I 0 <( (1) - 0 t- O N 1:t :r tJ) 0 " .., W ::; l1) <( cJ) t- .; " <( - " I '- .. Dl l1) 0 s:: iii ~ ~ I: ~ 10 co LII @ Cupyrlght. Graham Desrgn As;ocrate;, P All nqh', rc'cr\'RO This material is the exclUSive property of Graham Design Associates, P,A., Reproduction In whole or In parts is olrrctly prohibited without the prior v:ri>>en /JL'lflllst>lun 01 GJ..JIl..JJlI DL'::'I~r. ~::'lJ\,I,JIL::-", P,A. and any such reproductron may subJoct you 10 ,.iVI' ;mdJnr rJlmini<lliMilily under I rile 17 of the United States Code tI) U\ U\ r Z (() (() 0 4: - rJ1 0 ..- ~ ~ <( 0 -l > ~ u.. 0( W 1---1 ill Z I- ~ "",, ~ <{ W ~ 3 ~ ~ ~ <{ . w t- O -l U X Q w Z <{ ...J 0 () I w ,,--~ u t- V U) () It: ~ oW 0 ~ Z ~ () Z U) ~ ~ > ~ ~ <{ ~ I I I- Z ~ t- O ~ u.. :::J --1 ~ I 0 ?- m 0( tI) () 1---1 z THOMAS J. GRAHAM LICENSE NO. AA C000152 O~-38 DATE 121810-4 A9 DRAWN MAW. OS OJB CHECKED TJC. [ ; L1VINC,/DININC, 2"-10' " 15'-10' _.:l__ IT] LIVING AREA DECK AREA TOT AL AREA FLOOR PLAN I BEDROOM "H-A" SCALE: 1/8"=1'-0" MASTER BEDROOM 1~'-3' x 15'-~' BEDROOM 11'-5' " 11'-2' BEDROOM 11'-5' " 11'-" ,KITCHEN 'S'-:2' " 10'-2' , G~~:~~O'! LIVINC, :2"~" DECK BEDROOM 10'-11' " 15'-0' '15' SQ. FT. 110 SQ. FT. 1,0" SQ. FT, '. It --1 I ! l 'I. ul L1VINC, AREA DECK AREA TOT AL AREA 1.'0' SQ. FT. " SQ. FT. I.'" SQ. FT. FLOOR PLAN 3 BEDROOM "H-I" SCALE: 1/8"=1'-0" "'f' o o N r' o .. " .J:1 e " \J .. o '" Cl il " " I- DECK , MASTER " BEDROOM 13'-10' " 12'-~' BEDROOM 11'-5' " 11'-:2' LIVINC,/DININC, 22'-" " IS'-~' LIVINC, AREA DECK AREA TOT AL AREA 1,IS" SQ. FT. 115 SQ. FT. 1,2'1'1 SQ. FT, FLOOR PLAN 2 BEDROOM "H-B" SCALE: BEDROOM 13'-10" > 1:2'-0' BEDROOM 11' -5' " 10' -,. L1VINC, I~'-S' x 20'-" 1/8"=1'-0" KITCHEN 13'-~' " "-0' [~~~~~l' L1VINC, AREA DECK AREA TOT AL AREA MASTER BEDROOM 15'-10' " 12'-0" I. I-,as SQ, FT. 8S SQ. FT. 1,"0 SQ. FT. 1/8"=1'-0" FLOOR PLAN 3 BEDROOM "H-J" SCALE: , ! I - ----------- I I I LIVING AREA DECK AREA TOTAL AREA MASTER BEDROOM 13'-10' x I~'-O' / . , )1' '0/ BEDROOM II'-~' x 12'-0' BEDROOM /3'-3' " 12'-" >, I a.1 o 1 I I I I I / //( '. ' )' ./ ;/ LI VINC,/DININC, 25'-3' " 1"-1' I,'" SQ. FT. 58 SQ. FT. 1,13" SQ. FT. FLOOR PLAN 3 BEDROOM "H-C" SCALE: BEDROOM 18'-0' , 13'-8' LIVING 15-10' x :2:2'-5' I DECK BEDROOM 11'-5' " 11'-0' BEDROOM 12'-~' " 11'-10' L1VING/DININC, ::U'-IO" x "'-2," DECK MASTER BEDROOM IS'-3' ( 15'-3' L1VINC, AREA DECK AREA TOTAL AREA 1.'34 SQ. FT. 243 SQ. FT. 1,8" SQ. FT. FLOOR PLAN 3 BEDROOM "H-D" 1/8"=1'-0" SCALE: DECK L1VINC, 20~'-" - AZ9' L.:.J.L:.J i I .. [:'~I.~~~ BEDROOM 11'-5' " 11'-" MASTER BEDROOM le"3' x 10'-10' LIVING AREA DECK AREA TOT AL AREA 1."10 SQ. FT. 82 SQ. FT. 1,"''12 SQ. FT. FLOOR PLAN 2 BEDROOM "H-K" SCALE: 1/8"=1'-0" ! ! ENTRY COURT BEDROpM 11'-" " 13';-S' KITCHEN 1:2'-:2' " 11'-0' I 'I " ': )' ".> /1 DINING. 15'-0' > 8'-5' I I I MASTER BEDROOM "'-:2' x I~'-O' J 'J Ij I i LIVING AREA DECK AREA TOTAL AREA 2,331 SQ. FT, 3" SQ. FT, 2,''1' SQ, FT. FLOOR FLAN ~ BEDROOM SCALE: 1/8"=1'-0" "H-N" 1/8"=1'-0" MAS1'ER BEDROOM 1:2'-~' x 13'-10" BEDR()OM ~~ DECK OI'!N TO SHOtJ i. 1,1 " I, BEDROOM 11'-1' ,< 13'-0' DECK "-~' "' '- . g FLOOR PLAN I BEDROOM SCALE: 1/8"=1'-0" LrVINc,1 DIN/NC, 15'-" < 2~'-0' LIVING AREA DECK AREA TOT AL AREA 1.33' SQ. FT. 115 SQ. FT. 1,"'51 SQ. FT. FLOOR FLAN 2 BEDROOM "H-L" SCALE: 1/8"=1'-0" ~~~,t-j'!.Ii?;L,. I;E.:J:?RJlff7.W; ~~i1.fl........."'t, "~<. ~. BEDfi100M 1"'-" > 13'-e' ENTRY COURT " . " ~, '" 'I ,I i , I : I : ~ ~M"ttu I ! [---,' .' ';-:--l " ',;,' . , , , , , ,', ,', '.- ___-.:!._u~. :..___-1 , i DINING IS'-O' > 8'-S' ............~ MASTER BEDROOM 1"-2" x I~'-O" :'~~Jf Ir.\',,61\;i.i~"~ 1~:.::i!S" FLOOR PLAN 3 BEDROOM "H-O" SCALE: 1/8"=1'-0" ..,.,m"...,.____~, ,"~.,:." BEDROOM 18'-0' " I~'-e' " I !' .' . .1 i; " .;j LIVING '5-10' x :2:2'-S' I DECK / / LIVING AREA DECK AREA TOT AL AREA 2.331 SQ. FT. 3" SQ. FT. 2.-,cn SQ. FT. LIVING 15'-0' " 13'-0' 'DININC, , 1~'-3' " s'-o:' MASTER BEDROOM 13'-10" " 10'-10' BEDROOM 11'-5' , 12'-3" ~ DININC, 11'-1' " 10'-2" BEDROOM 13'-10' " 13'-5" l~~uJ I -- --T' 8'-2" x 10'-0' I 1 --.f-- DECK LIVING IS'-S' " 15'-3" I L1VINC, 20'-10' > IS'-3' 1/'" <'" . /DrNINc,/ I 8'-" < "-Sf //, / ';'./ / \f 1ST LIVING AREA 2ND LIVING AREA TOT AL LIVING DECK AREA TOTAL AREA S" SQ. FT. 3'13 SQ. FT. 'I'll! SQ. FT, 1-4S SQ. FT. 1,11"4 SQ. FT. LIVING AREA DECK AREA TOT AL AREA a"3 SQ, FT. "' SQ. FT. 'IS'! SQ. FT, LIVING AREA DECK AREA TOT AL AREA 1,252 SQ, FT. 82 SQ. FT. 1.33" SQ. FT. LOFT "H-E" FLOOR PLAN I BEDROOM "H-F" FLOOR PLAN 2 BEDROOM "H-u" SCALE: I/B"=I'-O" SCALE: 1/6"=1'-0" -'Do J l~ BATH " - S'-2' " 12'-0' BEDROOM ':'-10', I:!'-~" UTILITY , '-2' , "-8' E) EJ BEDROOM 11'-5" " 13'-1' I j o ., . '''',' / ININCI ) I~'~~ >,,// ' DECK ENTRY COURT - (~0 [~ TILlTY [I lID fl~ ' L1VINC, :2,'-10' x IS'-" DEN 11'-2' ,( 1"-,.. L1VINC, 22'~~" LL I I 1 I I I ~ e 1 I I .1. I DECK DINING 11'-" )( 15'-" o ~ MASTER BEDROOM 13'-0" " "'-0' BATH i 1 i ~ KITCHEN "'-0" " 1"-1" g ::: .::c I' LIVING AREA DECK AREA TOTAL AREA MASTER BEDROOM 1'1'-10" " 15'-" 2,315 SQ. FT. 2'10 SQ. FT. 2-"5 SQ. FT. BEDROOM 15'-" x 15'-8' FLOOR FLAN 3 BEDROOM "H-M" SCALE: 1/8"=1'-0" BEDROOM 'DECK, I~'-O' x 15'-'" lIVINC, AREA OECK AREA TOT AL AREA 3,0" SQ. FT. '8' SQ. FT. 3."3 SQ, FT. FLOOR PLAN 3 BEDROOM "H-F" SCALE: 1/8"=1'-0" ':;l I 0 >- I It) l/) ::z () en >: w Ol I W I- <( I Q 0 I ::z .. I \ j \\ I '\" ~ V 01.() Z Ol.O . "t"1.() ~ era- I I ~~ ~ ~~ . r-r- (l Px - N<{ en cJ) Cu... . ~ <Xl d) a- W UJ .... "t" W Z ~ Il;J 0 Z "0 t- ~ <( u... ~ ...J s:: ;s I: Q... \) - s:: :::J 0 I 0 <( cJ) 0 ~ 0 N ** J: tI) u \) .... UJ 3 (J') <( d) ~ ...; \) ~ - \) I ~ .... Q! (l) u s:: i5 ~ ~ ~ <( I.() <Xl LO iQ Co,:'ynghl . Graham De"gn As~oClalE 3 0 All rights I %~f"ecl. Thl$ matf'rial is the e,,~lllslve propRr." of Graham Design A,sociales, P;:' , Reproduct:.Jn In whole Jr in, parts IS striG~Y pro11l,ited withoL~ ',he pMr WII:te1 perl'1isslor, 0' Graham: 8'31gn AsSOCI? Ie> P,A and B"Y such repr'Jdudlon may SJtl€ct you 10 mil andlm :nmnalliaIJlII:y uncler Tilll" 17 of the Urlle'J SIJtes C,'de, ~ <3 ~ i a:: to LO Z LO r <( ({) ({) -1 <{ 0... rn g DC Q! ~ 0 ...J 1L 0 ~ DC 0 W ~ ..... -1 Z <{ 1L 3 ~ DC ~ <{ .... ~ W ...J - 0 U Z ~ :J 0 ~ , ~ Z w ~ ~ ~ 0 <{ ...J <( ~ U 0 w -1 ~ ~ u -1 tI) > ~ 0 - ./ ,- > Z ~ - ~ Z 0 Z 0 >- tI) 0 rJ) 0 DC DC to ~ <{ ~ Z I - Q! ..... ~ ~ Q! 1L ~ ~ I <( ..... ::r:: rn DC :r 0 H z j u.. ... ;: :J i 'iE > ~ ~ :n: /' t; ... .. '" :0 .!! (J '5 :31 ... (} ~ ~ .: ... c ~ " a':: ~ ~ J: . ., ~ i 'iE > ~ ~ :n: /' . !! > 1 :!! j :> ~ ~ :n: Il) <'I I' T o /' ~ "'" .. 1: j ~ " ~ (J /' ~ C ; ~ o THOMAS J. GRAHAM LICENSE NO. AA C000152 O~-3B DATE 10/2'/0'1 AiD DRAWN MAW CHECKED 0& '" 1: /' --> 1: Q.. o ~ T T o o r~ ..... r- ..... ~ I d. ...'1 ~ I I I LIVING/DINING DECK 11'-" x 20'-" '~ ~; <\;. ,,:~r,'~' , ,<' ''\ ~',,' /," ">: v \~;~;'\:: '\, " ~ F, LAJ\~~ I ~I KITCHEN nn I I' · ~~~~~MlC;"'.'. ~J .~H \/\\/\I/\\!~ ~ _,~i \',1 \\1 \li:C ( '~, ~ t: CLOSET c--- rn ~ l n..~ mi':.":\.\~'.~II'~::~~ . \1\\/\ ",,\\1\\1 ~ 10'-"XI0~ . ... ~OlV I ~-1. ,8 ~ (l~ ~Lfl"~~,--U'< I~' I~- ~::: -- 1-- - , '.' ,[=~ CLOSE~':;' ,B~T~. .' \j I=--- = 8'-0' x "-n"- _ ' -8 x'-II DeCK :::::: _::: 0 - 1-: I 'I \I ,1f \-; (Q) ICJ .. \'... I I I ~ EJ.--, ( l~~J B "~ UP ON ------......1 I.......... . BEDROOM 'e "'-2" x 12'-0' LIVING AREA DECK AREA TOT AL AREA I'HI SQ. FT. 336 SQ. FT. 2,21' SQ. FT. FLOOR PLAN 2 BEDROOM - "I-A" SCALE: I/SN=I'-O" II II i~ !: r I, ~-1J r-~ t -.:~ =-~ .~:~ ""='-;' /j~~ ^"'-<""\ / ~ "'~~ / // LIVING ~i----.j ,,~. III IJ L..J ~Il I : II Hi1 ~H-1 , ,I I LdlJ </'''- L--r'~I' r--l > !! i i! i V' i----r---j L-J i>! . I lr - - ~ LJ ' i-li'-lI !L~ c..j F=:::~~~~] I I I I "(' n:I -=~!"ll' . ::::'-- -- . ,- -::: ' ::::- ---== BEDROOM Q"-O. )( 10'-1. ~ DECK "' ~., ."."". ... ,,~ '. ... .<(........... .:'J' I __ ~t" ~~ ~.". , Q ^ ~ . ~ J\\li;~~-' [I .\ IJ 1 \ \ v.~ BEDROOM e.' 12'-Q" )( to'-r r I i ! ~~ : I '-. I I ~==j nlOCJi UP ON ------......1 I"" v ~ ~ />~../~, Y'v , A. ~~__/ /7 W ~' DECK / ~ Q [J I-l,~ ~ ~ ir~~rnll ~ :, // ill-il!, I €~!- II /111911 :H: ~,~.E ~~ ~. ~ ~m\/\\I\\'\\~~~~. Wr---nll ,~~ II f'ii, CL05ET_' ~--t----= .~. =-~ I _ : I- ~' ...'_______.., '\i\\/\I/\\T'i'--: ~i5 ^lLJ"'.,j? -~ :~~~ ~'Bm, LAUNDRY / I)......IO'---Ov.~ " ~ "r.Tlr ~ utf. . ~algl 0 I .' DINING r-,. )( 10'-& I . j' I dJ 0' LIVING AREA DECK AREA TOTAL AREA I,ctctct SQ. FT. 8ct"" SQ. FT. 2.8ct3 SQ. FT. "'t,. II U FLOOR PLAN :3 BEDROOM - "I-E" .... o o ('\ r' o t .D E " " " o SCALE: I/S"=I'-O" ,;, " 1l " " r " '., LIVING/DINING ",-,. x 2~'-~' =:J I 1 ~~ do :::f- -1::= OSET ==t::, "-~' x "-2' _1:= \ 1\1 I'\!\ir:;,~ !\I \ \1 :1 1\1 T I I '~ It; KITCHEN Un '+ H,".O __ '\ ~" I ^ "'~) ~~'" ~I \ \ \ II \ 1\ \ 1\ \ (dill ""lll ,&,~,,~xT~_,.I~' IlHrl\TrnITlIITI"II 11I'-" "' '-- . VV~~ ~ II'. _.'~vnO' .OJ I ~~~~~~,M;~:~~.'~ i\ rOd LIVING AREA DECK AREA TOT AL AREA 1,109 SQ. FT. 182 SQ. FT. 1.891 SQ. FT. FLOOR PLAN 2 BEDROOM - "I-B" SCALE: I/SR=I' -ON n r I \J I ~ ~ ~\1 ~ r-1 I ~ ..1 I l~ I, 'I ~j , "i r: ., ~ i ;; i ~'" ~~n 1 I. j~ KITCHEN t.m ~ ~ N.....-1. I ": /) ~ r 10- __I I i- ~:\ \ :\\ i'~;i r~''C~'' ~ (,J 1= ::: All>.>. I::"~ ' i-- ~r~~\ Il ;.~?S;: ~t~JL7 :(1,:. _ ==- I.III !ill It' ""\'~~~ ~~:"~ ~ l".J r~~~~~~'-'l g 01 ( :, UP . ,~J~ (f1 ~ JLJ1~Ll {I' \j" ~fLOSET =~. T~::~"" -- - I--:or-o- . 1'-r == ~ ~::: ~IOI'~II =0 DECK r I !:d. LIVING/DINING ",;.l(~-f.. DECK , FLOOR PLAN 2 BEDROOM - "I-F" SCALE: IIS"=I'-O" ,.. I ~I' " I~ r&=;1 III I I if! !Il: '~~ ~A~ BEDROOM "'-,' x 12'-'" " ~~Ii' - . ~~t::::i I ~~' ,. BEDROOM II'-~' K 12'-10' ~ SrY ~ /~ /\\1\1/\~./~ \ II \ Ii \ (' > '., / '''' J7:"": Vp; ,I )vl~ /f"".,y ~ ~~V^" ~ ,;/' . ~.~~~_~. "~. ". V ~DINING ~ 00 , ~T-~ , 8"-10" . '" I MASTER BEDROOM DECK 11'-,. < IS'-" LIVING 11'-" y IS'-IO' L, I J 11\\/\\1\\/\\/\ ,.. ,,~ IIIII\\II\I\I~ I- CLOSET 12'-2' x 11'-5', '. ,', ,\, . Em... ~. ~~~,., (\R~ I .",' U ~ I Y 'S Q' .... fTFi ~ nil! I j~ iiTr1 . MASTER . 14+-1! I ~ .~.~T"~, I uUbJ L UQ,"iGR rY rn! , I , I ~ 2.112 SQ. FT. 6"'3 SQ. FT. 2,'''5 SQ. FT. .c 'V~'TCHEN IO'-~' x 15'-5' LIVING AREA DECK AREA TOTAL AREA <'" FLOOR PLAN :3 BEDROOM - "I-e" SCALE: I/S"=I'-O" LJ ~ ON I I L ~. ......... I 1 LIVING AREA l,ct2"" SQ. FT. DECK AREA 1,110 SQ, FT. TOT AL AREA 3,03'" SQ. FT, I ~ (~ t~l I.: 11=ll~ ^ I 'I L/~ : ~ ~ l1 I ryt... ~ ~. ~.,:, ~ / ~ \ / ~ ~ l~ " UVINU 20'-". )< ....-.0- DECK ~ i ~ ffi I ~ DINING 0'-'- x r-o- .~>. /.' ."" . .;.--. KITCHEN It-,. )( r-.o- ~r--"\ ~ ~ irj i - - t - - - -"~' - - .- - i -;' ~!~LI~~" '~: A~ I i ~~IF;~l[,.]~) LIVING AREA DECK AREA TOT AL AREA MASTER BEDROOM LIVINO-"- :~:,' ,IT.' < ",..,'" I "- I,' Il;~~''- 1-... T ~ -.. - II.' I;I.~~ CLST " I ~ 0 "V"" ': j"S .... .~ ~~~ 8 . ~o,MI ~'I.'60~ :] nn" Iii fJ41OlUrm---' ,,'. ' o' I~'-I' ... 13'-5" T IL/ I LAUNDR I 5'.0'. C)O /r ~. ry ~~~ ,~~ ~ ~HI~(lO ~LL_l,m~/ ~ BATH I::: _ ClST '::: '--- -r, i'-Q" '~ 'l'-Q" x &'--5' 1- -'- _ - --= _ "---.J I"" -"-:!' . "-S',::::: ';;;,J } qj~ ~'~'~lJ.. ~~~!L::!~ 2:!~: !~: :~: "II;; 1,1 i,. II' ;;.... 1\1 \ \I \ II \ \I \ \1 \ II flIJ .' DECK H -,rn , r~ r~J F< i I .~ ~ , li I-- 2.85'" SQ. FT. 812 SQ. FT. 3.'1' SQ. FT. "'-'- J< ""-0. ~ '';'-~' . r.~ i \ '. I i I i;' '. i \.,~ ~'i , ,i , " , ""1=1 2 ~E~; " .:: \ i\ \ t \ \ I \ \ IJ ~ " !i;j \! \ \ \ \ I \ \ I " ~'. '\:' "":;"i.,,,",\,~~, I~~ -1~ ~~.. rc~:"C--;-CO---; BATH r-I,} ,. 10'-3. x k)'-1- / __ ~. ~: .;gi~1 V~ / f= I FLOOR PLAN :3 BEDROOM - "I-G" SCALE: I/S"=I'-O" .: . DECK I LA I rei I ~+; <~l~ Ii" .' I " ... I',. -~ . ; DINING 11'-0" < J::I'-~" " -.. .... -', ~ I . . . I I ~~~~~,~~- ~ ~ I ^ ( W 11\1\\II\I\il\\i\~ 11\\ \\/\\1\\/\\ \ I I 'V' , ~ ~:;>~~'~5'M ~~~. ~b ..~ \ I ::::F ~ _ ~ BATH =- _ 0'-5' . 10'-5' :::::: Do :-::: " ^ ~'- .......Ik; ,,)11 " I r BEDROOM 12' -~. ^ 12' -II' " UP OJ ~,,--I (/'--.... 't, 't, DeCK I I r ..,. FLOOR PLAN :3 BEDROOM - "1-0" SCALE: I/S"=I'-O" I ~ I 0 >- I 10 II) z () ;; > W ~ I W f- <t 0 I <> I Z .. I \ J " I ~ ~~ - Ow Z Ow . .......1.() <{ crcr I I ~(<) ~ ~(<) . r- r- (l Px - N< cJ) lI) elL .. ~ co tI) cr W ill .... ..,.. llJ z ~ llJ 0 Z ~ I- ~ <( lL <{ ..J c: ~ I: n.. " - s:: :::J U I 0 <( cl) 6 () l- N ** 1: cJ) 0 " +-' ill => tJ') <( (/) I- ...; " <{ - " I L.. +-' B! tJ') 0 s:: ;0 ~ ~ I: <( w <0 w It' (;o~vnght Graham D~sJgl1 j\ssoclatb. P I All rights reserved ThiS malenal is the exclUSive property of Grdhal1l DesiYI1 Assucidtes, P A RlO'pr'lduction In whol" or in P3rt~ is c,lrictlf prohibited Without the pnor ,vntlc.n permiSSion of Graham Design AssoClales, P A and any such reproduction may sublect you to civil and/or criminalliabihty llfldf-:r Titjf~ 1": of 1hf~ lJnilf-'r! Sf:1jf'~, CrJrlf' \) " .. eI) Z <( ....J 0... LO (k: LO r ('<) 0 ('<) 0 <( 0 ....J r.n ~ JL ~ () ~ ..... li.- t- ~ ~ - W Z ~ i- T- Z <( 3 t.-.-l ~ 1: ~ <( ~ ~ W - ..... :l 0 u z H >.::. '.. - 0 1: C-' 0 ~ Z 0 ~ 0 <( Z U ..... ~ () 0 w 1--1 ~ U U ~ lJ) ~ ~ 0 Z ~ - 3 z ~ () ill 0 > lJ) - ~ > r.f) ~ ~ t---1 <( 0 ~ Z I Z ~ ~ i- <( u.. -1 ~ ~ I ....J l- ei) ~ rn ~ () - ~ Z ~ ., t: .. ([ ~ o -6 " iO " " >- "" l: .. ., ( " +' .. i! '" ~ U '0 :>> +' (i 2 ~ ;> ., .. c ): " tt 3 " :;: "" l: .. .. '/ 3 !! > "" l: .. 7i -;; 3 ., >- 'U l: .. " " '" ~ >- 5 ., L Oi I Q) (<) ... o ,,- :l ~ ., 1: / ., ~ ---, .. ~ THOMAS J. GRAHAM u LICENSE NO. --;; AA C000152 ~ <= " !j \) o o '" 1:: ,,- -; O~-:38 DATE 12/8/0'f All DRAWN MAW CHECKED OS 1: <{ fI Q) .... o o C'I .... ~ I ( , , I FO , , I i-- I I / I I / I I / , , / I = " z it a! 0( 0.. e----------. -J UJ -J -J 0( a! 0( 0.. UNTAIN-~~) '===--- , , I GAZEBO -~,;" L--t::UNDjCOVE~- \ AND SI-lRUBERY!~ ;-- o o N r' o ~ ..0 E " v " o ,;. " '" .. "1 I- ASPHAL T PAVING == == == \: r y I == == - ~ / == Till == == ~ DUMPSTER UL DECK ~ lID m 'I ~ U w o I r I I /-...... I I \ I I h " ,,/ I - I '" ~ 1_" ~ l i---J "..:.:.:.::;. " , -, I I I I I I I I I -' " / I A~~ I't:-.:::::.~ :'...: -- ~ U w o ~ ~ DECK 1 MASTER STREETSCAPE PLAN SCALE: 1"=20'-0" NOTE: ALL M,E.P TO BE LOCATED WITHIN THE BUILDINc, t WALKWAY BOUNDARIES . . NORTH ~ . . o .i1 o .. . III ~ A U -"~ ~ D ~~f U . III .. ~ - J - CI ASPHAL T ~ PAVING '-----c/ . . o v ORNATE LAMP POST (TYPICAL) CONCRETE W~ LK ,"I H PAVER BANDI G EXISTING CRA:)E MYRTLE SHADE TREE GROUND COV_ER AND SHRUBER' EXISTING 40. OAK ---..... V V" , WIDEN STREET FOR 2-WA Y ~~~/ ~ -- -- Vvv'-, EMERGENCY \.- GENERATOR (SELF CO NT AIN =0> A A A ll. --- ~ --I I G) ASPHAL T PAVING a --- I I --~ ~---- ------------ a) . I --~ CONCRETE WALK WITI-I PAVER BANDING ;i I' ii i1 ii 10 Iii ~ii , u' -:-Ocnu .~ o en () t.rj o ~ > GROUND COVER AND SHRUBERY r SHADE TREE hn--~ ..cO.C", '~,:,O::':",~,,:::,O:'--:':.-- 9 uo, , --0 ~--- , :, -0-"- --:6'~" ~~~ ~ ""I Z;/~ '<:t.[,W ~~ > -< t!'j Z C trj n- . . . I"'- ~ r ~ Qr== ~I /' ,/ ~ DECK " ,,~\- D ~ ./~~~ FOUNT AIN --- '" L' __ ".-t:; c:] GROUND COVER ,/ ~ !n '~~~ ':c'Oc.: J1 ~N~ SHR~ERY _~ - ~ ,I I -:- "J.. (i) C':STv-C;N~E-;E v." ~' '.,', ,',' ;,,'1' 1\ \ PAVERS ' ~~j::~:"" <':}!'ill L~~~~E ,~I HIC RAMP !' JJ ..... .......... ..... .A. .... ..... ..... ..... ~ TRANSFORMER - - PARALLEL / SCREEN---1 WALL PARKING ORNATf= '" LAMP 0.. T (TYPIC :t,L) 'to I DeCK I III ~ Q.--.l~:M . DeCK --6~.,.. I GROUN~ COVER, AND SHRUBERY I I .1 3[ 3[ 'H l S V I ~ }]I: 0 3 D CONCRETE PLANTERS, 7 TRANSFORMER~ SCORED PATTERNED CONCRETE~ PALM TREE ~ \ WITH BROOM FINISH \ @ \\ @ \ @/~1~ "\ fj \, / ,,:,\ ~._ II I</II:I~'~VJ</u, ,,";;, ii I ',,', \>, /'. 'jl:,; .. ,.", . "V" '---./" .-'.IL......J "'",',.- '. . , '." ,. ~ . .~~-- , '> /' >~'-~, .' ~:; '~r' ~OLL ~~~ ,/ "/"',1' ~:l: ~ {\ '< '. ---',<: , F:" '------""EN" U .~ / '~/' ----gli u.. r"'1 ~ , J" '-LITTE ~ ~."...".., i .A. \....j-CAS CONCRETE < =;= 1"""- ~A~ R~ ..... ..... ..... / - -- ".....', Ii / v v v - \. LANe IsCAPING ~ {\ '-AAA ~ -- ,.... -- L ORNATE LAMP' \' CONCRETE WALK WITH ~~~~E~POST (TYP) GROUND COVER PAVER BANDINGe- \ ~ AND SI-IRUBERY~ @ \ ~ ~ "'" @ \. ,-- IC.\ ~ -- J - U f'!~ ~~ " ~ 1': / t~ ~ -- ~ II A ?:dl~ ,~,.. .-,{/ tf)('/ "' .. DECK I, 1'1 - Ii E itlt l= ~ ~~ . <: ---- - ;\~ - lot :~'} J - I , L-O ~ ~ ~ ~~ ~ __ "'I ~ ~~~ . . - .. .~ '\ ....J "'- u".:~ ii _ ii ~ " u 8 ~ " ~~ ~ :" j :::- b l' - '--' l'\. I~ \.'1 y~ ~:.,~; <) . ;- Y / A ~ "') ) ~ VA g ~_A I . . (! I I TF''--':-'-:CC:::-:' ... i DECK :J Ii , I Ii t---- /' ---- l- __ V v, o m ~~'II n ):~~ 11 < ~ _ "'---:JAI~ r J _ ~ - -- -- -~~/ I V''V'OV V' V" IV V ... .A/ ..J- .A.~AA~ .A.....~ -~- -~~ ~ ~~ - ~ ": :;' ~':: -< ~:t tTj : \,:( Z :,:": " "J C L~ ~ .... ~.....~-~;: ~ ~ ~~~ I 1 ( ~ DROPOFF Q -~O]llr~. 7 "jiUl, - 0;, ,I ..- --- ~ @ ....~ ~ ~ ~ -=--: ~ ~ ~ I.,. · ;'L;: I',:: . ,:c; ,IT! I 'i ii, ~~'------J ;:c:: .. - .r-j HAC RAMP ~ C)NCRETE P~VERS 9 S~ ADE T EE CROPOFF ~ \ ...1"--.---1-.:- i: II ':..- . - -_! \ ~ ~ . . T.mm----. . , ~- , , , , · . m I '- - L-I ,... r-I '- ~ - L-I rl - 1 r . ~-- - PI' '\ /1 IV : / ',,- 1 ~!H_':.J db A~ ~f'--- Ii h j :- 1--. __, I I ... .L..J DECK -k i!AR ~~ !i ~~ ~~~ :i[-- .......~ 1:-:::- '~~ '.M_.& A'1(!) ~~~2:r'"......., 'cc.c :: "'..... - ~ l-r - .,. II \7 LAY ~PALM TREE - ~ ~Y.2 ~ A. '\.12:' -:.:,~:: -- fe' :~--:.: '.' ---:_p- III DECK!I DECK ~,i--ij I" .,j 1\): I ,'\ i nV ~ . - . 1 // ___'_M~ __", / .___h..__ / " DECK . DECK i - c I. -- ---- 1 iL __ .__ IL I I i~: ]]', __~.~. . :~JI:., j (Jill, I I i ['T~,' ..... 'h-- '; 1 t~---.T~-_'- -_~:.-~.-~':-'~~~-----_~r~j J (Jill I ;'fL"::--'u]J. I I "Tf-- , I uL~" J C,J~ I I ;..,--II'~--:~--H:~}C1 ] '-'- "__n'C'__~:, ,__::, . f\ _ - I DECK . DECK) i "- I~'~--~:'~ / ---:.......'" .,-! ' \ \ --', i /" " \ /;.:.> ,. "- \. ) ) /,::- '~---. : ' , / / \1:". / :-e--' -::/' : [ ) ~,>--, I ,.- ,\ 1/ '..> (I " \-.--..:::~;/ \\ II )1 \~\ POOL J/ '~'::"_.' / /'i/ ...~---\\ ~r -- ___ / \\ /'>/--"".--~-- --'/':; '.~~----- - -_.;:,/ ~ DECK . . . .... I.!"-~ // ~ ~ .r; , ~ .J'"IIC -. ~ ^-<>-CA~~'~~@~~ ~4""tit f - B Y ~'lj PARALLEL PALM TREE-.I ~ TRANSFORMER SHADE ...J TREE JONES STREET DECK @ J-ee!: ~ ~>> ~W PARKING / SHAD: -.l TREE . . -- '-< "'- III . .,,' - I - . 111111111 I -j . ~ --- - ~~ ~ ~~ -~ ~j '---- ~~~ V, , :== TRANSIT SHELTER ~ = -~ STOP SIGN HIC RAMP BOLLARDS HIC RAMP I pONCRETE 1 BANDING CROSSWALK BY OTHERS f /1 BIKE RACK " z 11)- ::J~ lOa! 0( 0.. - YV-V-, ,..MEDJOOL .< PALM TREE ~ \.. .A. ..... ..... I --- \ .. '!~.... .... "' M JOOL _ -< PA M TREEJ '-- .... .... ..... .I - r~- - .....-- -Ev-vv ~ LANe SCAPIN:" ~ {\ lA A.A..A. ~ ~1{. - -- - - ~w I-ORNATE LAMP POST (TYPICAL) -< ~ .c 4 ~ ~.c - ~ Y-Y-V- ~ .....BEl'S.H , LrS = ;' DeCK . i /1. [ - - - - - V .".. -y -y Y .,.. ""'-- MAIL ROOM r ~ POST MASTER tl,PF R VAL , ~\. PRIOR TO BUILC ING F ~RMIT J I."\.. A .A. A ~ iA.. A f ----- - --I .-. "'-- -~~~I IVJ!:; >.. ~L I/J f:Jj 1>' V I ~ ~ j Ii ___________ - I" ~ /--/ __ ' - v "'~ -~~ ~' ,'- / ~~,:' \ ,; ~ ~ ..---------:::;l-----... I] i--' ;";' ~~ .-( ~ \!!i //\/""./'Y',,)i ":p,, Ii ~f~ ~ g'i"R~~Y~CLEI'!i ~~Y.E,i:; n SHADE TREE i i II 'II II: .-JI ~~~ ~ ~~., - = - - . . ~~. . -...- -,.: -=- . [~~'~~J L~-,J .......... ...- 'll - \ -: i ( ~ = '''' ""'I ~ f"L-IV ~ olD D 1 L!r (flfJ~ 'iiI ~I".!:: (Q Q QI ~ ! " .. . .. . I =:~. tot -1.\ ~1f'l . - - ~ I I- -J" o(z :t- o..> 11)0( 0(0.. - ,. -y--y-- .... MEDJOOL PALM TREE ..... .... ..... A..... -li - - - ",. .... .".. .".. " I I .-!:!E;.l?JOOL 4 ~ ~"'" M TREE I It.. ..... ..... ..... " z Q a! 0( 0.. ~ ::J Z -J W ~ > -J 0( ~ a! 0( 0.. Z -...- -y- B~NS.H - (fJ - ~ FOUNT AI~ < :c: ~ ~ o ~ ~ ~ ~ o z \ .... .". .". MEDJO L PALM -, REE .A. ..... .A. ~ - .,~.... ) l ) ~ ~ .".--y- ~ ~ l~ .. ~ ~~p~O~ ~EE ,1~ I ~ ~'7't-- - \.. 1- ~ ~ \ DECK 1 .== \J ~ l~ .. ~ I :~- I - ~ ~ PLAY AREA " z it a! 0( 0.. 11) III W :t I- o >- 10 o z 0( -J ~ -J UJ -J -J 0( a! 0( 0.. -- v .... .". " MEDJOOL ~ PALM TREE \.. ..... ..... ..... ..-- -~- --- - ,.".y.".." ~MEDJOOL ~ PALM TREE \.. ..... ..... ..... ~ - ~li- " ~ > 0( 0.. t- -J 0( :t 0.. eI) 0( II ......---~IKE . i./ RACK - ~ ,----------..:: <:. . , L.ANDSC;X G ) ^I " .A. .A. .A. :If] ./~ - -- ~ - ~- ,,-.....-..... ~~L1;TE; )L1 ~ : ~~ ~;~C: I ('PALM TREE' "'-BOLLARDS " ~~~:, ',' /. ., r-r:~tTpEOST .".' ,x ':".:.' ".',:1:' ;1<~ (TYPICAL) I.... A~ / '." .... ...... ";1; ct';: i,i>:,' nra:: ~ " . /\-] .",.' '~; '\ :'ii'~ ;, ;-H/C J;!AMP ......~\:: rr-- ~: '"" ,', "', , ~T' i.1 : l";>:: ; / 41-..,..-:;~~~ '" .,', Q "'''',l''~:''~ ':.:;;:1 'i --,:'l"t~:::"n;: ',(; CROSSWALK ~, 'a"~ . '" II' .~e"'", 11 I <. /~ ~'Y ; ,: ijl;! iJr ':,: : iF' .;t BY OTHERS -- ,...... l-J" ,,'/te, .-,.,::.,,1.,' c. <,i' ,.,' i\~ ,. L 1/ ~ [,:," ;: 1<:C"':l~~:~~lg~~g~~TE ORNATE CONCRETE ~':;:j~: Yr,:: gM LAMP POST PLANTERS > QJi.' ;', ,.::, ')f/ BOLLARDS (TYPICAL) --- SCORED PAT';ERNED CONCRETE BENCH~ r \ CAST CONCRETE WI~I-I BROOM FINISH_ BOLLARDS.J .!:.AVE~ - - -... , ,"LI1}E~ )~ -~~ . . IIIIIII~ . - ,'. ., / \ I ~ I II II \I) ~ 0 U 3 >- <( 1: 10 \I) I- Z UJ 1: 1: 0 eI) u Z 3 0 UJ ij) :> UJ > ~ III ~ a! UJ I- <( 3 ~ <( UJ ...J U II- 0 >-- I- U ~ UJ lL II) Z 0 (ij :> UJ ~ ;-- III 0 t- "- <( :;::: 0 !j 0 - z .. \ J \' ,. ~~ - OLl) Z OLl) . ...-Ll) <( (T"(T" I I ~(i) ~ ~(i) . " 0... Px - N< (1) lI) eLL . ~ (X) d) IT' W ill ... ...- W Z li'I 10 Cl Z ~ I- ~ <( LL <( ...J c ii I: 0... " - C ::J U I 0 <( lI) <5 0 l- N ** :c d) u " +--> ill s t1) <( d) I- ..; " <( - " I L +--> Ol t1) u c i5 ~ ~ :E <( Ll) (X) Ll) @ Copyright. Graham Design Associates, p, All nghts reserved, ThiS material is the exclusive property of Graham Design Associates, P.A . Reproduction In whole or in parts is strictly prohibited without the prior written permiSSion of Graham DeSign ASSOCiates. P.A and any such reproduction may subject you to CIVil and/or cnmmal liability under Title' 7 of the United States Code, v " " c " a. " a. ~ .. " ~ .. " ~ .. " " E / " " a. ~ .. " ~ .. II) LO LO r- (<) (<) <( 00 g Q! ~ 0 ...J IL Z ~ Q! <( W ~ .... Z <( ...J 3 0.. ~ ~ ~ <( ~ W W ...J 0 u 0.. ~ 0 <( ~ U ~ Z tI) ~ 0 <( I- ...J ~ U 0 w w W ~ ~ U > en (k: 0 Z ~ ... I- ;z. ~ tI) 0 > 0 tI) ~ (k: 00 0 ~ ~ <( W ~ Z I I- .... ~ ~ IL tI) ~ ~ I <( .... :r= rn ~ 1: 0 ~ ;z. ,. " Z / " 01 ~ >- E .. E '" I / ,. " >- '" l: " :!? " 01 ~ >- ~ ~ I en c<\ I ;-- o ,/ i 'ii 1: / '" ..0 o -, .. l: ~ U ./ .. .. l: " E g o THOMAS J. GRAHAM LICENSE NO. AA C000152 O~-38 DATE 1218/01 STl DRAWN MAW CHECKED De "" 1: <: -, 1: lL ;-- ~ ;-- o o N " , "- ~ luru ;~; I~~ ~ ': 7 \" r) l.a. ,(J ...::n. /\ ~ ) [-.1_11 II::;::n r'\ ~ ,^-,~ (....vA ~'-~J ~ :::,., . ~ ~U"'- ~~~-- JYl r\ ~I ~ > "- < II ~ : jll 1fX101l JI ~In\ . 0 2 t./.~ ( . "n; L I~~~ e I()~. ~\~ II II ~ v.dIII ~ ~ I I l==~ ~ II C I I I I I I I I , , II I I I I I , , I I I I , I , :11I I I I , , '- ------ - -~ ~ ~~J I I I I I I I , I I I : I I I , I I I I , I , , , , I : I I , I , I I I I , , I , I I : I I I I , I I I , , , I I I . . I I . . . ~D =Dr-- ~~ ~-<: / I I I I I I , \ :11I I I , , I I , I I I I I '" 1\ ~'" :::: 'l. :.-;,'2 ~ ~.. I~~ ~ /-c "//'\ ~ /<~ ~ ~~ .:?/ 16" ---\,'~ ~ ,'\. \ /II~ III' J S / 7~ ,J'"i 1\ -; I.'.~" !'"v .' . c I _1\ I . . /l :~ a b r ~ ~ /c~<( ~ i--"h'~ ~ <:: ,::::.(~, bf\ 'jn~rll . . II II -Vy ~ l~ I ~ ~ ~ ,,-- ' ,_____J . .. - /'----...., /'----....,'-" , , , , , , , , , , , , , , / , , , , , , , , , , , , , / , , , , , , I' , , , , , , , , , , , , >:--:-:!_=== , / === - - . . . ORN,lI. TE LAMP ~ ", POST CTYP) ______________ ' ..... ',,' -- @,...::::.. ,'-"'" "'" '. ------'- . n.... .... ...",-- . I ,== · , .[ , ", .' ,":". ,,:, ~( : i/c::,,:,:'j::'.b<.x, L~; _; ; : . , ::. ; . !. ", ' '~J .''', ;""'.. " "- BEN< H-I i~~<.. 7 _.<~:.':'> :.:~, TRA5H- .jQJ 'l"': "'. '~:"FE,NC.' ~'.~" "'" . '.' I~, " '".:,...." L . ----- ,- -, .,---- l-j . . . . . , ' I ~~ . t GATES c;~ GA TES - . CON; ::;RETE PLAtTERS . . . . . . . . . . . . . . . . . . . . == == == ~ - == - == ~ Ii on __ ___J l~' Ii ...nl' II I. c--~l I I.. A: II SCO~ED PAT ERNED CON_RETE - iW\ f1af\ f1af\ /\ JW\ JW\ f1af\ . . . . . . I . . ('-, ~ I '--\---L~ - ~ BENCH \ I "* \ / \/ I f If II I II II I II I II I II If I I II " ~ I ',' .~ I I .1 ,- -.., I I I . J ________nnll! ~~ 1____ n_ BIKE R~CK 611 I_) "11__ \.. ~ '" , - : -7/)=-;7 : II II : -1"Vir~,,~ : -~----""""'<. (/---...- -~'*"'-'<. f,,----,- ___n.=!j/l//I~ r /",~~_---nn/1n~I/I/II r _~--- /(,-$'1-.. - """,,:l;. I L <-.. I ~-#,1-.. - ----.....~ g)'1 ',\",. _ ;/,., ~ l_ _ ~ .\:'- I I . I I i:. _I!! : --- __n ~~KE-RA K- . " _.II __ I_I _ ~--,...,. - - I ~ 7/J-t'=' _-;:;;;.~ I I '3.. " I -,~.........~.............."'" .....----...... _n ----"4,I//lI!b.=- r ....:-:~--~-- --- /rL,,,;,'1 ......~ Q l;\ -"W..r:;. ~'S(I _ ,.,', ", ~ - II c=J II - --,.-r-7',.,----- - ..:,..,*,,,,,- (~ -fIll/ti" ,...I"'~~ ,t.;' """L,~------"''-~ \\".1 - ~ .'\~ ~ - - - - ~'r/. ~ ----- ..:,..,*,,,,,,,-- (r~ ""'~~/I/~'II ". ,...I~~ / ,,-$-" -:..--......~ \ ~ -~,:- '~ \\:\::UWF'I..- - -------'0J<-..".~ : ..:,..'*'''''''- ~- ~ ~'I//lIIt<---=- r _,~--- --- l,/T ,i'L -., .:Ji. "/'1 ~'I.,.. ---:... n - - n__n_U_ ~~~~?JS;-- - n_ - - -- "",;~ (::~-n-:~~~H-~n--n--. /'l__~1 ---~ '- ~J ~~L --~",~ ///; ~.$-" \~<iJ,--" ~~ _ l.) ~ \'n~ ~\~ .,..:.... / ~ ~ II U ~~~~~~~~~ \ ~"-,,~"-"-"-"-~~ I ';.l.7..:~ ~--- --- _:..:,..----""""'-~ n---:i:!:,'lt/ll~ r --= -//Z:. ~,' -~ "j , I , "\ ~ ~ PALM TREE - TRANSIT SHELTER BUS ,- .:-U-=~~ ~ I &' t~ I ---~.1t":"'~----""'-'-"-J r-----:.____ -fl/H/JI --'i;,., #1 :----....":\. 1I1't~ '\ \~h, '- l). ','I.' ~ ~ - "-<, \, / / '% ~ 'j / \ ~ \ A "* \ LpALM TREE '-BUILDING LINE ABOVE L-FOUNT AIN " ~' ~ ~ ..------\: ~\ -...;:: .If 1/ / PARALLEL PARKING L PALM TREE LGROUNO COVER J PALM TREE GROUND COVER - L - PALM TREE..-l PALM TREE l<J PARALLEL PARKING PARKING BOLLARDS~ / H/C RAMP~ CONCRETE BANDING o ~BENCH -.J / ~ LITTER --.! CONCRETE PAVERS ASPHAL T PAVING NORTII FORT fJIARRIS'ON AVENUE CROSSWALK BY OTHERS ~ / / ISLAND BY OTHERS ISLAND BY OTHERS / // // ~ TURN LANE (-~ ~ 000 ~ ~______ ~ /~ ~ ,i., ~ Iff ,\ ~ ~ ~ ,\ CL ...r. lIP ~ ~ ~ lIP ~ ~ v. Vi 11__11 ~ m IlmTIr,~t8mF111 m . ffiJ\j)~W IlrTtmffi~~9111 m ~ 11__11 IV ~ ~U~n~ni.IJ.~ ~ ~ ~ ~ ~ ~ m ~ 0 W ~ ~ ~ ~ ~ ~ ~.J&~n~nm.I.J~ ~ ~ m ~ HI ~ ~ m.~ ~ mi ~ ~ In rnrnl_ ~ ~ m W ~ ,ffi ~ ~ ~ ~ Ji"m ~~ m ."m ~~ m ~ ~~ m ~ ~ ~ ~ ~ ~:l ~ ~ t;[ k, ~~~::::::: ::::- f-- r::::f--;- -.:::.::-- ..- r- :---. I- ::::::...-:= _ = =--- ,;;::::: 1--...... ~ /- .:::::::: ~ - r- - -I-;:::::: r::::-- ..- - r:::::1--? ..::::::: '-1-/ f--:::: r::::1---;::; '- -;:::::- f--~ :-:-:;:::::-, I III Bf-- B -- - 1-- I- 1-- 1--- ko-- I-- h- __ - --, ~ h .- h .- --, I- - - r- -I- 1-- - I I m1 f-- f- _ I- '- f--- I- I- _ ~ I- f- 1= '" ~ ~ I- '- - - I- ~ -I- f-- I- - - f-- WJ I- I- - - - '-- - = '== - '-- '--- - - I-- - I-- '--- I-- '-- '-- '-- - Q ~m ~ ~ m "'\L I~ III fAO>.I FT ~ I-IARRIS'ON STREETSiCAPE SCALE: 11""=1'-0. .... o o N r o ... .. .D E .. V .. o ,;, .. ~ " " ..... I~ -, , " LITTER BENCH TURN LANE .-/f - jl I I I . I , I I I , I ...-1 " ~7~ 1 I , ,/~ ..:,..--" ~ r;-. 11"""1/1/''- ) ,/" ,,(\~~~ ~ \1 - In :,1 ,~ - '. :,' f~' ., 'r . I .<,1 i " ", "<:;,/ 1 L- ,~ ' '-', " )', ~ ::',...... ",1" 'c '-,_.- ~~~/I '" .. ~' // /11 ~ . @ @ ---~ @' L-~ , , . ,.1 , ., ~" /0 ~~ / \ ~ CONCRETE PAVERS \ - BOLLARDS ~ H/C RAMP CONCRETE BANDING \-) CROSSWALK BY OTHERS '---/ ~ \ ~ 000 I ~ r - ..- m ~ \:L, ~ ~. 11= ~~ ~~I I I I H I ~ ~ ~ ~ ~ CD ~ 4 ~ G ~ o ~ o SCORED PATTERNED CONCRETE ORNA TE LAMP POST (TYP) CONCRETE PLANTERS STOP SIGN L ),/. I U >- I 10 lI) z 0 i'i) > ill ~ 1 ill t- -t 0 I () I Z .. \ I \ J ~ ~ OLn Z OLn . .......Ln <{ crcr I I cC\ ('C) ~ cC\cC\ . r-r- II Px - N<( lI) tI) Cu- . ~ 00 tI) cr W ill --II ~ W z ('C) lIJ 0 Z " l- i: <{ 0 u- <( ...J L'" -i5 1: D- " - I;; ~ U I 0 <( tI) <5 0 .- N ** :t tI) u " ..... ill '3 (f) <( tI) .- .J " <( - " I .... ..... Q! (f) u ~ iO ~ ~ r <{ Ln 00 L/) ,,~:\ (~r:mght . (~r:::lh:"lm U'?Slgn A:,C":':>CI31es r' All rights reserved, This malerial is the exduslve property of Graham Design AsSOCiates. P.^ , Reproducllon In wholp. or In pnrts IS strlclly prohibited Without the pnor vmtlen permission of Graham DeSign Associates. P ^ and any such reproduction may sublect 'IOU to ciVil and/or crlmmal liability rllltJ~r Tdl~ 17 (1llhH lJlulAd ~';[riIH<; CpdA u " .. ti <L .. ~ .> ., ~ .> en UJ 0... <{ U en ~ I- UJ C-' w ~ G! I- ~ en ~ I t--1 > <{ Z -J 0" 0 Z WUl or en cJ)('I) 0 0('1) - G! -<( rJf) zO G! 0- cJ)~ <( ~ -0 ~ O!-...J I ~tL <{ . I~ ~ w I- 'I- ~<{ Ol ~ 3 I~ 0 I-<{ ~ OCw 1L O-J zU ii "! '" I ", ., " a. '" ~ .> " ~ .> en " ~ Z / " '" ~ > ~ ~ I ", " !! > .., c '" ., " m ~ > ~ t .. I <Xl .... 1 T o ", '" '" "! -.; 1: / " .D o --, .> ~ THOMAS J. GRAHAM u LICENSE NO. .~ AA C000152 ... c " ~ u o o on 1: ", ..:; O'i-3B DATE 12/8/0'"' ST2 DRAWN MAW CHECKED OS 1: <l: r ~ "t- O o \'1 r , ~ J I !J I : I I I . - I ^ I -;0 '\ I I - ---- DO 1 Vv ~ROUND COVER AND SHRUBERY FOUNTAIN ORNATE LAP POST lTYP) CAST STONE PAVERS T o o N r o t .D E ., " ., o '" ., ~ !l t- ~) /D~~ ~Z% / ~~~" l""- 2~ 7 ~\...... .L f) D .~~ ./ ~h "',,~ L_ ~ o --I o - ~L "0 v ~/~ \ ,\,( >0 . "'/~..,..I?:! ~/(. ~lt VI ji, - Iii' ~ ~1~ o .. ~ ---+-~ -+- '-j ~ ^, \ -II \J _ 0 :J JO Ii r v- 8 ---+--~----- - I I) POOL '/ ~~JJ DECK LJ -~ ~ ! I I j I . - ~ .---1 \ "--- PLA Y AREA - FJ' "l"'~~ S! ~ <- :!:: ./ G '=: ~ ql "t:: ?- " '-.. <~ 'I " ~ . ~;'>' ~ ~ ! ~ + ( S~'~ i i I I ----I ~ . ~. (~ . . . I - I - . "\J t . . . I . . . . . . . . . . rv1 \J ~ /11 ~ -t.-,D-- I IA I I It=: ~ur L t=: I ~ IQ~ [7 rYL '-f c 2:v~ 1\ ~L ~ur-!I""'1 qj!![ II "'_"'-1' r- ,n+ '" \J ~ It) , jll "'-J1'o' l~:~ l::1 ~ I~ III ~I~~ ~' Wt:~j or ~g ~ !^:. -"'-II ~~\"I ~ LJ~'(j' ~'~"l l~J ~ ! 2: 0 -C;' II ~ ' . f1. ~ . _ ...... __ L I... 7 PRIVATE T 1 PRIVATE~ .\u. /:!' LA1 t\ -/ ENTRY ~- L~_I ~ tAr 1/~ 4' -=- DECK 1T II DECK ~"~ V1/'. ~;::~-::-=- ~&l/K f;LAZ,. ,\'\j;~ ~77 -..t\V ~/;A DECK ...,--'~ \('.b,. \v-ffr ~~ v r _ ~~......", (~__ -"'o,':Jr;. /<_. __ .~ -/$--=- //'/ D~ .l'\:t:]1 ~ ri. 7\ JrLJ _ -$--."">-.....,.':' ((~-~ 1" J b1) =t11/111y ---<:~-"~~ === j;;\\'tJ'(~-~", ~" -4J 'f/' _- ~ (~o.-?" ~,/ "" ~ ---t~'IJ/II~ ,j"/~-"--;--":::" V IY~ /<1 "'~b-rr- "......~ Ah "',~_~\\\~ ~L/'LI- r II/~, ----:::::::: ~ dt ~ ~7 @ ~'! ,,( ",~I / -''''''-'' 'f'...... . ',-,'T ~'\\ _ I---' Ie)' '-- ,------,.... ~\ ,,~ @ . ~ \' ':;I I]::::::::::C "7 A ,{.l ",\ \~III. ""- \ ~ '\ ~'.. ~', \~ \~ ~ I ~ \..... SHADE TREE~ ~'PALM TREE~~, N CONCRETE I \~- SCREEN WALL '~ORNATE PAVERS I~ LAY - B Y LAP POST lTYP) '-- FENCE (i)D "4 / FENCE J I PA'LLEL PARKIN~ ,~ SHADE TREE I / GROUND COVER ~ AND SHRUBERY PALM TREE L CONCRETE PLANTERS ~ 6II!l( ~~ BENCI-I - - BOLLARDS----.i - PARLLEL PARKIN(, SHADE TREE J'ONES S1'REEl' TRASH- ~ ~ ~ ~~~\ /~~ ~l m m m iJII m m I I m m '.::m:'E w w = II m J~J~ I ~~ U ~ m m III E8 D E8 83 IEBEB!.J~~.!:~~~ B3EBI~1 c 7~U m 1'1 ~JB m m ~m mYJR~ ~a'" I ~I n_ m II l~ m i"~ m m S UII m m ~ ill ill W m m)n '\. ',:I~I W I ~m ~~ ~~ ~ 1i;1/i~ ill ~ I n r H=_~~ ~~. ~I~---ft~ ~FI---~ R- iH ~1i!!Ii:A - ~ ~ "",.1ilJ,J;>; UJ -ff-l1J I<. ~~ q:;-Ff -;;;. ....-f """ III I ..j-b!4- LU I I I n UJllIlllll - I 1 I IllIllIllIlIIIIlIU I I I 11 I ~ LL , , " ~ 000 ~ ~,'------, Illj~ ~~~ ill (U o ~ =~~ m~mm mat J:: '- --Fn.- JTL...-' ~ I tI1 tI1 I ll.J LlJ riI .!d JONES STREET = STREETSCAPE SCALE: 1/1'''=1'-0'' ~TRASH ~ o/~ BOLLARDS I ~BENCH BROOM FINISH CONCRETE ~ORNATE LAP POST lTYP) - CROSSWALK BY OTHERS z o w. ~ ~ ~ ~ ~ ~ ~ o ~ ::r: b ~ o z J '== ')f I U >-- I 10 cI) z 0 in > w II! I W t- <( I 0 0 I Z .. \ J - - ,"'- - '-'" - ...... ~ Otn Z Otn . .......tn ill :; If) <( lI) I- ...; " If) U c jij ~ ~ L 4: tn eX) LO ~) Cop,:,rlf}ht Graham D?srQn ASS0rJ3tp~, P t..B ri~ht5 rc'sC'f\,-:,.:i ThIS material is the exclusive property of Grahrtm DR'1911 A~~f)C.IMtP.', P A Reproduction In whQle or in parts is ~lltdlv prvluulteu hllltuullhu fJIIUI \'lllllcll permission of Graham Design Assocldtes, P A and any such reproduction may subject you to civil andlor ennl/nalliability under Title 17 of thp. United St~tes Codp " .. ., .; a. ., " ~ ., ~ +> <f) W D- <( U ~ tI) ~ ~ W ~ W Ol ~ I- ~ tI) ~ I > ~ ...J I- Z 0.... UJUl or W tJ)('(l W 0 O('(l -~ Ol r:Jf1 :z:0 0- I- (f)~ ~ -0 tI) ~ 0l...J 0l1L ~. tI) ~ IOl UJ .~ W ~~ Z ~ 3 I~ 0 ~ ~~ ~UJ --, O...J zO '" ., E ----, / '" .. a. ., ~ .. ~ .. <f) 3 ., Z / .. Ol ~ > ~ t ., T / 3 !' > '0 <: ., .. .. Ql ~ >- ~ t ., I ." ! <= .. ~ u o o ~ <. ----, ,-- 0-4-38 DATE 12/8/0-1 ST3 DRAWN MAW CHECKED OS I: D- o ~ N T o o N ...... !<I "- !:! ORNATE LAMP PO T (TYPICAL e I SHADE T EE I FOUNT AIN @ " / "~/ I , I , , , I I I I I I I I ~------------------------------------------------------------------------------------------- - -.1 ~ ~ ~ ~~ , , .: I .. ] ~ nr--~-~ ~ d 11 rt ~ n:.~ -]l:I:J--! ----------....., I , I I I I I I I I I . ;------ I I I I I I I I I I I I I I : :~7 I I~ .1=='." - _, I I , , ~--------~ Iii' I I L.._.,J rJ\J I -\: !l {} , _J ~. f{/,;pt ~ -( - ~~\ \,';:" r1 1 ~ '- .p \ r... ( /1 -ei~ ~~ \~ @ ~ r~ \."" jjf;;,,/, ~~/4 \ '.:::: ~'~' ;' "-. 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P All fights reserved This matenalls the exclusive properly of Graham Design Associates, P A, Reproduction In whole or in P:Jrts IS slllell}- ~lo)hlbllEJ \'/lII'loul the pflor :lIilten permission of Graham DeSign ASSOCiates, P.A and any such reproduction may subject you to civil and/or cnminalliabillty llll\l(,l Tlllt' IT ur Ule Lhuted Sl~tte~, (\J\h.~. I) ., OJ .; a. ~ " ~ .. If) z 0 - t- ~ <( ~ > W ~ -J W ~ I ~ I 1 W > <( ::l ....J Z Z o~ illUl W or (I)(() > 0 ()(() <( -<( UD zO ()- (I)~ <( ~ _0 ~ ~....J -J ~1L <(. 0 I~ ~ W W 'r :L<( U ~ 3 I~ tI) r<( ~ ~llJ 0 ()...J zU ~ IT'~ IF' fr~ ~ ~ ~~\ f~\ ~ Wlmm Immm II~~~ m II~mmo~omm~l~hj_ I mmlU IpFnFnlr m m m m ftrrl m -m m uuUII il m I EEl Fi1 rfirm Fi1 EEl1m(jm= S~iJ, ~ ,:. 4 ij:\\,~(jil FR Fi1 ill ~ ~_v~~~ I I J II II InIInl II II II ~ II Jr E!}-i rm m iFnFnlrmml !iiiIliII ,) _ __ __ ~ ~ ~ /~ ~'\'\ ~ "Pl~ __~ ~ / ~ ....1inIiIiI__1iiiDliiiI ~ ... II~I l;;;;l ~ I'~ .RfFLj' rL--.i1----FFiil- ~ ~V~J ~Fi'L ~ '=':1 "'" mill] ~ ~;;- .::::::: ,--,;2::: --..::::- IENTRANCE '~~. ~ FR---.fT1 --.FrL ~ .... r' ~ ~ ~ttFIf~ ~ ~;l~ LFrL_J'TLJTL~ 111:+1111 II I D:1 ~ H 'HH. I H H- -----r---H I "1 t:C 1 III III II ,1.m:J: "E3-) TTI Itti, I- II Ir -f--. _ f- I I, --+-ro 11 II D. Hi tT1 f-- - 1111 II In I II II H tT1 H- tT1 111 ~ ~ [~~ltt~ ~ mtlmH- ~ u.J ..u =~ -f- -f- J~~ .-om IT] f-- 1 lJ ~ 1m ~ ~~~~ J!I!!I -- ~ - -~ ~f- FJ~ I - ~ OJ <> " 'J o ,/ .. " a. ~ 0; ~ .. If) 3 ., z ,/ " '" ~ >- ~ ., I ,/ 3 '" >- 'U C ., :!? " '" ~ >- ~ t OJ I '" '" I ..,. o ,/ :l !! ., 1: ,/ ~ ..., .. ~ THOMAS J. GRAHAM u LICENSE NO. ~ AA C000152 c " e ~ a '" 1: ,/ -'; 0-4-38 DATE 1218/0.. ST4 DRAWN MAW CHECKED OS 1: Q.. 2 ..,. o o N "- '" ci ~ ~ z ~ t--_ ~ ~ z 0 Cf) t--1 ~ ~ < \\ h-i II \ ~ ff \\ ~ \\ \' Ii ~ II 0 f ~ j h-i ,f ~ II ~ /1 ~ ii CONCRETE 0 PLANTERS Z CROSSWALK BY OTHERS .- I I 11111111 I I I .... / '~ .------ ....- ---- - . CONCRETE BANDING H/C RAMP BOLLARDS -\ . . . . -~ "- , ,",', , .. ~: _iJ, '.1 [I -v d- ?' -" --,.-.-' -- - --------- .---- - --..- --,- , --' --- --~ @ ---~- ~------------- -- - ----- .--- CONCRETE WALK W/PAVER BANDING @ @ @ @ - --=---=-.--::'':':-=~--~------- . STOP SIGN ORNATE LAMP POST (TYP) ,- GEORGI}~ STREET m II m m m m m m m m m II GEORGIA STREET = STREETSCAPE SCALE: 1/1,"=1'-0" r I , I .... ... o o rl r o \; .D E " " " o ~ ., "0 ., II t- ~ I U >- I III U) z 0 in > uJ Q! I uJ t- oe( 0 I 0 I Z Ii. \ I \.' '" ~ ~ - QU'l Z QU'l . .......U'l <( IT'IT' I I (i){<') ~ (i){<') . or 0.. rX - N<( cJ) c1) eLL .. ~ 0:> cJ) IT' W ill .... ..... ill z (<') C <<:l Z -u r- ~ <( u.. <( -I c: -0 1: [L '> - ~ U I 0 <( cI) () I- 0 N ** :c cJ) u q) +> ill ::; If) <( (1) I- ...; '> <( - q) I L +> B! If) u c iO ~ ~ :E <( U'l eX) Ul fQ Cup:rlght rjra~,am U025lgn t.,SSO'=:1318S, f-' r- Ail fights reserved This material is the exclusive property 01 G,aha'fl D8sign A$Svclate~. P A R~pr0duct'0n In wh01e 0f In rflrts 1'3 'Jtnr:t1y prohil'1rtC'd '",'!thQlJt the> prior \",'nttC'n perTnlssion of Graham Design ASSOCiates, P A, and any such reproduc~on may subl""! you to civil and/or criminal liability Ullder Tille 11 vf 1I1t~ Uniled Sldlt'~. Code " " ., \i a. ~ " ~ +' cJ) W 0... 0<( U (j) r- ~ w w ~ Ol < r- (j) ~ I ~ ~ r- > <( W -l 0,* W Z uJw ur (k:: tI)~ 0 O~ r- -<( (j) rJi) zO 0- tI)~ <( ~ -0 ~-l - ~ ~lL \:J <( . I~ ~ ill It: "I- t<( 0 ~ 3 I~ W 1-<( ~ ~ill \:J O-l zU ., m l; ., ~ -.;; " a. ., :; " ~ +' cJ) 3 " Z ,/ " OJ ~ > ~ E ., I / 3 ., >- --g ., -;;; " '" JJ >- fi ., E .. I IX> (<\ , ~ o ,/ :l !? -.; I: ,/ .g --, ... ~ THOMAS J. GRAHAM <3 LICENSE NO. ; AA C000152 ;; e g o =n :r: < --, O~-38 DATE 12/8/0-1 ST5 DRAWN MAW CHECKED OS :r: IL .... o N ... o o N " f<) ci