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FLD2004-04028 (2) FLD2004-04028 1 07 McMullen Bth Hickey Office CITY OF CLEARWATER LONG RANGE PLANNING DEVELOPMENT REvIEW Mr. Keith Zayak Keith Zayak & Associates, Inc. 101 Philippe Parkway, Suite 105 Safety Harbor, Florida 34695 PLANNING DEPARTMENT POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTIE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4576 July 26, 2004 RE: Development Order - Case FLD2004-04028 - 107 N. McMullen Booth Road Dear Mr. Zayak: This letter constitutes a Development Order pursuant to Section 4-206D.6 of the Community Development Code. On July 20, 2004, the Community Development Board reviewed your Flexible Development application for an office with (1) a reduction to the side (north) setback from 20 feet to six feet to pavement, (2) a reduction of the side (south) setback from 20 feet to 7,1 feet (to existing building), and (3) a reduction of the minimum lot width of 100 feet to 63.75 feet under the provisions of Section 2-1004,B. (Comprehensive Infill Redevelopment Project) and as part of a Comprehensive Landscape Program under the provisions of Section 3-1202.G. for the site at 107 N. McMullen Booth Road. Based on the application and the Staff recommendation, 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 2-1004.B. 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 compatible with the surrounding area and will enhance redevelopment efforts. ) Conditions of Approval: 1. That the site plan application be revised to correctly state the required and provided parking, prior to building permit issuance; 2, That all Fire Department concerns be addressed prior to building permit issuance; 3. That an approved health permit be obtained from Pinellas County Health for sanitary connection prior to issuance of a building permit; 4. That an approved SWFWMD permit be provided prior to building permit issuance; 5. That a copy of a right-of-way permit from Pinellas County, for the driveway along McMullen Booth Road be provIded pnor to building permit issuance; BRIAN J AUNGST, MAYOR-COM~llSSIONER HoYT HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, CO\l;11ISSIONER FRANK HIBBARD, COMMISSIONER * BILl JONSON, COMWSSIOt\rR "EQUAL EMPLOYMENT AND AFFlRMA1IVE ACTION EMPLOYI:R" July 26,2004 Keith Zayak, Page Two 6. That a Traffic Impact fee to be assessed and paid prior to issuance of Certificate of Occupancy, by the applIcant; 7. That all proposed on-site utilities, including electric, phone and cable television, be located underground; and 8, That all signage meet Code, consist of channel letters for any attached signs, and low monument-style for a freestanding sign and be architecturally-integrated into the design of the building and site. Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (by July 20, 2005). All required certificates of occupancy shall be obtained within one year of the date of issuance of the 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 the Community Development Board meeting. 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 August 3, 2004. If you have any questions, please do not hesitate to call Michael H. Reynolds, AICP, Planner Ill, at 727-562-4836. You can access zoning information for parcels within the City through our website: www.clearwater-fl.com. Sincerely, ~ Cynthia H, Tarapani, AICP Planning Director S \Planning Department\C D B\FLEXVnactlve or FinIshed AppllcatlOns\McMullen Booth 107 HIckey Office Building (0)- ApprovedlMcMullen Booth 107 Development OrderJuly 26,2004 doc I tl I ''19 ' ( I - " . I II 11 I' I / I ~~--- -~-I CJ C) C) I'F) N 1") C) 0- 1--, II) o C) C) (j) ,I II II i! '. ii 11 II II II II Ii 11 ~r ~I -q- o o N N N -:i -- '" ~ '0 .f o I r<') ;;; ./ c: S (J .s '" c: o <.) ./ 1G' -"" (J I -s: 0; E o Z 01 1\ If:: I, .~-_--:--=--..:-:...:~---=---;--:"-::--_-;:---;- :-.-':--"'---0, GRAPHIC SCALE 10 0 5 10 20 ~.....~ I I I ( IN FEET ) 1 inch = 10 fl .._~...-.- --"- -~.--~- .---. ----_... W 1m t ~ ^ '0 <\) ~ II'- ,^'K " R/W RIGHT-OF-WAY -u>uJ~ 11) ~. DR AIf'J AGE tvl Af\J HOLE RllvI=30.41' INV.(S)=25.99' / r "" LEGEND ()~ I'~ <'\ ~TI~ u ct: \ .. ~ ,. I ~ "". R RADIUS (TYP) TYPICAL ~ II':' I, - >- <( :? -- " " .. .. . CO .'- ( '" .. ~. " I LL 91 . " ~ I ... C) .. " \ <... " PROPOSED STRAIGHT CURB ------ 1._ '--... ~ \ l'", '\ \ ,~, 't . ~ " ".; '\" \ \ \, '\ \ " - II - II - II - PROJECT BOUNDARY '\ , " , ..' .. "t '\ " , , , W 1-- "\ :.~.\ (0'" '1 (). ,) r: ~< '0 1} , " ~ " ...... \ .. .. ~ '" " DC) nC)' V \ -0::: I'~ ~I <0 ( _II ~ f "\ -tj l,' ltx {,: 20.00' .. J -~)~\ . ~ '- <Q1- 1-<0- \-;0 '1'\ . J rY 1- GENERAL NOTES: o n N N WOOD SHED - f'-.. ".J- V 23000'(Ol1 HOR " CAf~P (. I 9l~. F~.RSIl~~ta~RES5:- "_, ,~~ 3889 - /.' ), o~~P ARCEL ID: -1-,.C). J ZONING: ~~ ~ P~SENT USE ~ P~POSED USE: <")~ I l!t) T~T AL SITE AREA --- ~ P~OPOSED BLDG. FOOTPRINT ~> 8 ~TBACKS: ~~0 ao a8 CI)(/) 8. ALLOWABLE MAX HEIGHT PROPOSED BLDG. HEIGHT PROPOSED 55.81' (EXIST.) 7 10' (EX!ST.) SOUTH 6.00' (PROP.) NORTH 10.00' (PROP.) 30-50' FT 11' FT TO ROOF MIDPOINT ~ o 1. ENGINEER/LANDSC,t,PE ARCHITECT: KEITH ZAYAC & ASSOCIATES, INC. 101 PHILIPPE P ARKWA Y, SUITE 205 SAFETY HARBOR FL 34695 (727) 793-9888 Bus (727) 793-9855 Fax 107 MCMULLEN BOOTH ROAD CLEARWA TER, FL 33759 17/29/15/05058/004/0130 ,i() ,\ \.)' ) 0;-- ..q- IT.Tm ,./' / ~O 5.96'! 1 . '. C)~ I '1 \). ) &:7f- 20 H \N _-----------161 o. 00 5 . I' ClfRO (3)4 ,\<0 )C)' 11,502.40 SF 0.26 AC 962.75 SF 1\ JJ J\)' "0" ') BROKEN CONC, RESIDENTIAL OFFICE BUILDING REQUIRED 25.00' FRONT I " L ... .. '11 igjo,oo 20.00' SIDE ....1 -u- !\, c::t. . ::p. c), )C). 20.00' REAR c----=--= ". ... I 'I 2.5' pHOR CA~ 9. SOLID WASTE SHALL BE A ROLL OUT TRASH CONTAINER BRIC~< II 24 AREAS WITHIN RIGHT-OF-WAY SHALL BE SODDED. 0-:: 1.-1- I.=- --1.'\' ) , /\ \ '1 \). ) . ~:" ~~ ~.., ~ I .UU ~L~lV89048f~?~W f=et~ 8~.2?' ~6 "\~- 'Dl._ n -; 97' L() 0",), ~ 0> 'J..CjCjb _-_L- X- - -- WOODE~ OPAJUE FENCE '\~ 0 'l,C) . . J CO <..0 ,qm 1 12. A SEPAR~E qOMPREHENSIVE SIGNAGE PACKAGE WILL BE SUBMITTED. 1~~CSITE DATA J ABLE EXISTING: PROPOSED: REQUIRED: ')A. TOTAL SITE AR AT 11,502.40 SF (0,26 AC) 11.502.48 SF (0.26 AC) 3,500 SF MINIMUM B. TOTAL OPEN SPACE: 7.890.06 SF (0,18 AC) 6,620.14 SF (0.15 AC) C. TOTAL GROSS FLOOR AREA: 1.367.65 SF (0,11 FAR) 962.75 SF (0.08 FAR) 0.40 FAR MAX. D. SIDEWALK/DECK/PAVED AREA: 2,244.69 SF (0.195 ISR) 105.38 SF (0.009 ISR) E. TOTAL IMPERVIOUS AREA: 3,612.34 SF (0.314 ISR) 4.882.34 SF (0.424 ISR) 0.75 ISR MAXIMUM F. PARKING SPACES: 3 SPACES 3 SPACES/l,OOO SF GFA G. VEHICULAR PAVEMENT AREA: 1,799.46 SF (100%) 3,814.21 SF (100%) r/) 'l;t. / ) ,t ._-()/) ')\ . .;. " : . ~ ~.~{~>:, ,\1- ~C). 179.72' (M) ~ ~~=~ -. -,.- ? -; , 1-) '~dOR~Dp P)ER FD;OT INDEX #304 C?J1- 'l,() . ... ". . n ''''~~ -=--, --,- .~\-=--. - . \\ \ \ \ ,,/ \/// .~, '\..) ----- --- --- /\ = 3 TOTAL - -0::tJ-o- 4" WHITE TRAFFIC PAINT 6' -H.C. SIGN / / // / / / 1- 'J()' y Z <--C m 1- W 1-- Y Z 1,1 ..-:. <{ ) LL o WOOD ~2 LLI STANDARD PRE-PAINTED DISABLED PARKING SIGN ON 1/8. THICK SHEET ALUMINUM " ll.J ~~Irl II II '1 0.00 ~c. ~ t) ~b II J'\ I I LI'I\..,L .- <C [1. 1,- C) "'lp ~ 5' TALL BLOCK WALL IY LL ~~ o -- 1--- "-0. 1.1- o t t LLJ C) c.:'] LLI rJ -\ \' W I r)i(). CONe. WALK DfM4~ SEEI ~O~OlI v'.J "fl. -1..,\J' U ,) '1,0 . . IS" M)E '1RAFFlC BUJE V STRIPE (nPICAl) r~\ WHITE BORDER ~ h'-.J & SYMBOL BLUE BACKGROUND r (" 1,- ,.y: [\'\ ')'\ . (() (, () (~.o' I f ~ r r1(~ (1 / ....1 /0 ,) 14. THERE ARE NO ENVIRONMENTALLY UNIQUE AREAS WITHIN THE SITE. \ .~ PARKING BY DISABLED PERMIT ONLY BLACK BORDER & LETTERS WHITE BACKGROUND S" M:lE 1RAFFlC YiHllE STRIPE (1't1>tCAL) (y 1- 8.X2' -6. CONCRETE MASS, FINISH TOP OF tAASS LEVEL I\) WITH A SLIGHT RAISED WASH I" APPROXIMATELY 1/2. ABOVE ~ LEVEL OF TURF/SOD. 15. THERE ARE NO KNOWN EASEMENTS WITHIN THE SITE. 16. THERE ARE NO WETLANDS WITHIN THE SITE. BLACK BORDER & LETTERS WHITE BACKGROUND $255 FINE F,S, 318,14 17. ALL EXTERIOR LIGHTING WILL BE MOUNTED TO BLDG. .. Z 'OoJ ~ I' V) 0 . . 18. A FIRE INSPECTION MUST BE CALLED FOR AND PASSED PRIOR TO OCCUP ANCY OF THE BLDG. n~ 1- -. , o I 'co ALL LETTERS ,. SERIES .C. HANDICAPPED L DETAIL DAlE 5 99 INDEX NO. 119 lCE1 2. HOT DIPPED GALVANIZED STANDARD WEIGHT STEEL PIPE (I:: 1-- -. NOTE: All pavement markings to be thermoplastic. ::::::.:3:::::::< :": . ,It ~ '" : ~..~'.. _, ..' l' . , '" '!' " "... .'. ',.. . . . . . .... ". \0. ... 'Ii '". : ',. " . : . . .... '.. II ',. . :.... ',' . : .. '" .. : ',- ... 2' (T"IPICAl) ~ 1 '-0" 17-0" w ,- STr I 0) I · 8- CITY OF CLEARWATER, FLORIDA I PUBUC WORKS ADMINISTRATION ENGINEERING n::- In CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING TYPICAL HANDICAPPED SIGN DETAIL REV. DATE RElfi"" BY QiEQ(fIl BY W.Q, /II'f'. DESIGNED BY II.G. N.. DAlE 5 99 INDEX NO. 118 lCE2 TYPICAL SINGLE HANDICAPPED STALL HANDICAPPED t2/lt REY. DATE SIGN DETAIL Updat.s flM 1IfSCAIP1lClN DE9CIlIP1lON \J z z . z Us zo- v)uJ uJ~ 1: ~~ Ua O~ \f)~ \f)(j <(~ ut Z US <( >-\J z ~~ r~ J-z uJ uJ; '::L.u ~1I1 ~$ UJ~ 1:::<( ~o -2 ~o ~a: UJc:l ~j ~~ I'-UJ ~' ". "~" l:;I::l r- :::=> ~ 22 ~ :>--< Q C"":) l:;I::l ~ ~ < S2 ~ e ::r:: 0 ........... j::r.., 0 ~ E--< ~ S2~ 0::: 0-. ~ E--< C/) < < ~ 0-. LD C/) r- Q r- .......:l ..--1 0 o ~ ......:l ~ ~ U ~ ~ ~ o ~ ~ ~ ~ ~ U E--t ~ ~ ~ z U o F < t) o ...J I- U W -, o ~ a.. W ::li: < Z l- t) W -, o n:: a.. ~ r_' i---1 f--i ~ ~ ~ ~ ~ ~ U , , '- " :E 8 ~ ~~;~ Ol~ ('f) , ~~@ r-.:l':~ C'll'- I'-C'l I'-~ ~ .:J 0"< s:~~ "- z ~ ~ ~ ~ ~ ).:.- f--i ~ UJ W ::li: < Z I- W W :c (J) >- rn z o I- (L 0:: U (f) , W ,0 "- . 0, .-~',,-~/ \~ , 01::\\} '\ ~ I \ \~~\N 'I r-S\~_ I, . :c I I r-! , 0 LLI o ~'f) CO I () :J "r---? Z ~:~ //,: W I 9z '.:-- /\{?i // ......J 10', / ......J I '1/ n~ :J "I I ,- ./ //' '-=:::: n 1;' ~IYt ~I W I- <( o ll::UJ>-V)-OZUl o z SHEET 4 OF Cl Z ~~ ~~ IDO ~~ 0< Wlt.. GO . Vi -d5 Vl<W VlWZ wVl(3 --'oz Zww ~V) OV)O _o~ <i!~~ >WVl I-w(3 ~i=~ 8 ISSUE DATE: 06,17.04 - "INVESTIGATE BEFORE yOU EXCAVATE" VICINITY MAP _./ CALL SUNSHINE G 1-800-432-4770 FL. STATUTE 553.851 (1979) REQUIRES A MIN. OF 2 DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOU EXCAVATE. . PREPARED FOR: ::t: e-.. r:l:; c PROJECT VICINITY PATRICK HICKEY ~ N.T.S. 1775 SPLIT FORK DRIVE OLDSMAR, FLORIDA 34677 r INDEX COVER SHEET 1 GENERAL NOTES 2 DEMOLITION PLAN 3 SITE PLAN 4 GRADING & DRAINAGE PLAN 5 UTILITY PLAN 6 GENERAL DETAILS 7 LANDSCAPE PLAN 8 ~':;"/ . ~ ,,, ..:. 16, TWN 29 S, RNG ,: ' LOCATION MAP /"\1': .': ,,', .rt ~': 1i 'It:~~ StCrot( Or l'1 '.,ld;: H.Hor'r'" /' ,9~: ',:' ;) ..t:l-.O ....'. " I..".. 'I!! '" .... C'I: ~.m "", i (it',' PMh, ..':" ",:: " : ~ ... ~ ,,-'I. J,-.",r D.J ~I J~'" I ~"~"'"'' ......,,~, .., " , 0 .... LJol"' r t ,.,......."" ""..""."." . : 0 ~ .' , o~II~Jt~~"',' ""."..,,,, ," ". ''':' .."~.M...s;.""'::;:"~'r"-r,.L.'-"1~~',,,", . , . J" ' : : <: :.;;(:: ,<............,' '" ; . . ~.III[;.ltGlr L,lJ.\r~ ., . " r~. ...~.~;,~: ,\', ' ::!:'~':1~'" ' ":,,~/:: ": , ~ '!i~\",-cb:l [it Fl!.1th 6::f;artl ~hd: Dr r I . :: :; '., :' !~ . ,'" . ~ . ~ J , !j f~Jilt) ,J,:;;J;~ 1:.'11 " :: " , :IJ :; ~;. .. .. : 'il 'f:>;Jjt~ &.tM~j h i~ 4;1:'~ ~ '!J;i !) 16 r c.. CONSTRUCTION LOCATION: HICKEY OFFICE BLDG. SEC ; . 1 r. · Drq\\' 6t 8~ ,r L~"/ : . r-..~.a~~~~~III1~"lilih.riI~",;j.anl~*"''''ri';;'iI . ~ ~- "'j~~""" . ", :':~" (..~~;;;l'~~;4',~,;,ti ' ; L..' (! t~f :r:: : :, e :,. ~ 'L ~ ...:~, ...w, jb" : n:'I. I".~h~'rrf n n : ; '"'l I': ~r : a~llI"" ,t"l +:,' rl~.~ '. :~, .'"'. , .... '., ~. - ': '.~~ : :!~ - L .' . r ~".;:!- , ': ::~ bl.llf,,'~ (~ full iE1~~" !!~:!t1'~,~!~l ::.:r:" ~ . i~ . :: " " } .~ ~~V I b'; " " , ' PROJECT LOCATION PARCEL ID: 16/29/16/00000/210/0500 107 McMULLEN BOOTH ROAD CLEARWATER, FLORIDA 33759 NOTE ." ~'~h.~,. . ~--- ;:' -.',. :.t , """'~:(H~', ::;tt-t,l'tr-" ~ '.{ : ~~ ,r ~)I ~!'~~'~t:" . . I .,""L " . : .t.t::: " :~1h ~;~ ,~, " " ,.. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF FLORIDA DEPARTMENT OF TRANSPORTATION, ROADWAY AND TRAFFIC DESIGN STANDARDS AND THE CITY OF CLEARWA TER CONSTRUCTION STANDARDS. ::t: e-.. ~ c ~ DATE: 06.17.04 N.T.S. PREPARED BY: KE.ITH ZAYAC & A5S0CIA TE.S, INC. LEGAL DESCRIPTION CIVIL ENGINEERING LAN DSCAFE ARCHITECHURE FLANNING LEGAL DESCRIPTION 701 ENTERPRISE ROAD, SUITE 404 SAFfEY HARBOR., H...ORIDA 34695 ~-~ ~lAH APPROVED C.~SE /I ,-E14'l #t! - 0710 U CASE tyPE "';/.-p EiRe DATE ~ h /0- ()~ CbS QATE 7 ~ Uo -oLf.. SiGNATURE A~ DATE 7 -bY ~ N <C (j) >- ...... ,.- ~ co ~ ~ '" ~ l"" 0 r' ..-4 \ LU Z \ Z '-" :r: ::;) . "- .t: ---:) w w CL "L ' Drawing T~tle Begin at the NW corner of Section 16, Township 29 South, Range 16 East, Pinellas County, Florida, and run thence S89027'56"E along the section line a distance of 1338.09 feet; thence Soo37'03"W along the 40 acre line a distance of 266.14 feet to the POINT OF BEGINNING; thence S89027'56"E, 230.00 feet; thence Soo37'03"W, 64.00 feet; thence N89027'56"W, 230.00 feet; thence Noo37'03"E along the 40 acre line a distance of 64.00 feet to the POINT OF BEGINNING; LESS the westerly 50.0 feet thereofter road right of way. Containing 0.264 net acres, more or less. PHONE: 727.793.9888 FAX: 727.793.9855 FMAIL: KEITH@KEITHZAYACCOM '. COVER SHEET Agency CITY OF CLEARWATER SWFWMD PINELLAS COUNTY R-O-W App, / Permit No. Date Issued / Date Expires .~ : KZA Pro} No" 313-04 Owner Proj. No.: NA Scale: SEE SHEETS Sheel No, 1 of 8 ISSUE DATE: 06.17.04 GENERAL CONSTRUCTION NOTES CLEARING AND SITE PREPARATION NOTES DRAINAGE SYSTEM CONSTRUCTION NOTES WATER SYSTEM NOTES 1. ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM (1929). 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 . STANDARD INDEXES REFER TO THE LATEST EDITION OF FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS". 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. 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. 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 ASCORDANCE WITH FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS UNLESS OTHERWISE NOTED ON PLANS. 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. 2. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS AND SANITARY SEWER. ALL WATER MAINS SHALL HAVE A MINIMUM OF 30 INCHES AND A MAXIMUM OF 42" BELOW FINISHED GRADE. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H-20 LOADINGS. CONTRACTOR TO SOD THE DETENTION POND AS INDICATED ON PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND. ALL STORM DRAINAGE STRUCTURES DEEPER THAN TEN (10) FEET TO HAVE LADDER BARS. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY. 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. 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. 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. 5. 3. 3. 4. 4. 3. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER TO BE RESOLVED BY ADJUSTING THE WATER LINES AS NECESSARY. 5. 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. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF- SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS AND APPROVALS PRIOR TO REMOVING ANY EXISTING STRUCTURES. 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. 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. TESTING AND INSPECTION REQUIREMENTS 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. 6. CONTRACTOR TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION. 6. 7. 5. 7. RESTRAINING JOINTS SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN ON DET AI LS. Mf\TERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES, PLANS, AND SPECIFICATIONS 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. ALL UNDERGROUND PVC SHALL BE DR14 (C-900). 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. CLASS "B" TYPE I BEDDING SHALL BE USED UNLESS INDICATED OTHERWISE ON THE DRAWINGS, OR BY THE ENGINEER. 8. 6. 8. 7. 9. 8. 9. 1 O. 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. 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. 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. CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL SAMPLING AND OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OF ALL BACTERIOLOGICAL TESTS TO BE SUBMITTED TO OWNER'S ENGINEER. 1 . 2. 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 BETIER. 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 PRIOP TO APPROVAL 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. 3. St,NITARY 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. SANITARY SEWER NOTES 14, REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK 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 Tf-'E REGULP.TORY AGENCY ,A,ND 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, 1. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS AND SA.NITARY SEWER. 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 RESPONS!F: I~ FOR THE 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 TRANSPORTATIO " 2. THE MINIMUM S',-',;~DARDS AS SET FORTH IN THE CURRENT EDITION OF THE STATE OF FLORIDA, MN!: rAt. ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, ~vlAINTENANCE AND UTILITY OPERATIONS SHALL BE FOLLOWED IN THE DESIGN APPLlCll.T!ON, INSTALLATION, MAINTENANCE, AND REMOVAL OF ALL TRAFFIC CONTROL DE\iICES, WARNING 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. 2, ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND ~)PECIFICATIONS, 6. ALL PAVEMENT MARKINGS SHALL CONFORM TO FDOT STANDARD INDEX NO. 17346, SHEETS 1-7. 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 1~6PECTION. 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 PAVEMENlT 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. 10. 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 SUBMITIED TO AND APPROVED BY THE ENGINEER OF RECORD AND LOCAL REGULATORY AGENCY PRIOR TO CONSTRUCTION. 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 CONiRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS. 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: PAVING & GRADING TESTING AND INSPECTION REQUIREMENTS E 1 . ~ ,.:.: I ~ 2, ,...: - c: ::I ~ eJ> . '0 ~ ,J, 5- c: :fl ~ i o :f: ......- ! ~ ~ E Qj~ ~ ~ ~ .~ ::>0 THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE SOILS ENGINEER. 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. 3. CONTRACTOR TO REVIEW SOIL REPORTS AND BORINGS PRIOR TO BIDDING THE PROJECT AND COMMENCING CONSTRUCTION. PLANS IF A SHALL SUPERCEDE DISCREPANCY OCCURS AND CONTACT ENGINEER SPEC BOOKS CHECK PLANS IN WRITING I.J z z .Z U:S Z~ - ~~ 1: I. 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' 11,,' ! ' ,.. .., .,... ;l:.':..,t:.I::: I clo '1-) '. . II " I : I I ," ,. , '" ,...!. . 1j .: ~ :"~,,,~,.:l;;;'~ ~ )~.?.ta"_-' /" BACl<Ru.EO TRENCH ,,~, / "::\", ., /)-.:v/ '/ ' ,/ / (Y:(~,\ ;' ::: :; /- .....,j ,,') 0...1. ,1,(.) . \' l,,' _! ,~,,). 'L: ?) ,<1' z o F 0.. ~ U (f) W o FOR ADOlllONAL SlRENGTH FLTER FABRIC Io4ATERlAL CAN BE ATTACHED TO A 8-INCH (MAX) MESH V.RE ~ ~ICH HAS ElEEN FASltNEO TO THE POSTS l:C: I- Ii E ~ .... .. ,.... i I I Q~ f-- W f- <( o FlL 1ER F AIlRlC "A'lERlAL SECUAELY F'AS'lENED TO M POSTS M IF USED lHE \liRE MESH ATTACHING TWO SILT FENCE;S ~ . . U u \: o z ..-C',J APPROXIIlA lEL Y II INCHES OF FLlER FABRIC "A1ERl~ MUST EXlEND INTO A 1RENCH AND BE ANCHORED WllH COIlPAClED ~ ~ /BACI<FlLL "A1ERl~ WOOD M SlEEl. POS" ,~ ;\ I RUNOff \ f ~~/",'~,~ ~,,>~\: /,\. '<<<: \ ~~,..( 10 tlCHES '~,;\ A.'\: . (....) '02 ~ V~W~ APPROlOMAlE j ,/";- \\ / V.-X +-INOi BY <<~ ' /0<: 4-INOi lRENCH '/ ~ ,y)\Y~. I I PLACE lHE END POST OF lHE SECOND FENCE INSIDE lHE END POST OF lHE FMT FENCE ,.... .... O::W>-tIl-OZtIl c: ~ ~ It. -, (t: t, . -' t!> Z 0::< <Cl ~n~ ~~ [;3< ZLL (!)O . ~<!~ tIlWZ tIltll_ ~Cl~ ZWW ::::>Vl tIlCl ClOW ::l(Oa:: <~~ >W(Il I-W0 ~f!:~ .:..) N <( m >- ...... ~ <( ~ ro C"I ~ N "'- :'='0 uJ z: '-,,:J: 5 . "" ..... -, . UJ ~- 0: '~ ROTA 'IE 80lli POSTS AT LEAST 180 OEGREES IN A Q,OCKW!SE ~cnCll TO CH:A'IE A nGHT SEAL "'114 lHE F'ABRlC ..AlERlAL r:~~- l;1> . "C c5 .J, LX: I- :;== .... .?- DlRECllON OF RUNOFf WAtERS c: :fl ~ ~ l;' ~ :f ~ ~- . c; o E o;~ E ~ .~ i ~ :>0 f DRl'o!: 80111 POSTS ABOUT 10 INCHES INTO T1-lE GftOUND AND ~Y FlAP .. ~- Q::. f-. -,. SHEET em OF' Cl.EARWA~1 FLORIDA P\&JC WORkS ADWII'lISTRATIOH ENOlHEERINO ~ INSTALUNG A FILlER ~ IY FABRIC SILT fENCE ~ - lWJ 3 OF 8 1llV. 1IA1E - ISSUE DATE. 06.17.04 E o <1> ('.j m I .... ~ c-.s ~ ~ ,. '0 ~ .J, ~ ?- c: =B ~ c: o ~ ... o :i: ~ ~ E ~ g- 'j; E o Cl -'~ :'~Q"'" (> }.~ . .... '"' ". .,>"." , , . " '\ """ \\0::' <:t'>~\. ..: ! ,t,' ~ ....... # , 1,-':0 <<- (1) R-1 STOP SIGN & STOP BAR I ~ o o OJ Z W ....J ....J :::::> ~ () ~ ~ c})J '3 ..., ------ t-:~----- , .,,', I 20'x20' SIGHT VISIBILITY TRIANGLE 4' CONC. SIDEWALK STRAIGHT CURB (TYP.) 4" WHITE TRAFFIC PAINT i~ ~ u '~ r w' r I , I , I " I '.. ,,:,\'-.~"'-, / / w ~,..' "-.... u, 1O ~ '~'." ~ " X Il"~ ..'\'~ ....... .. ,.' '." ;::,': " ".,:' .:; :';, .;,', .;: ,', ..,. , .".. .iI...,. ~ '.' '. ,; ',~'~,: ~ -" l "..., " ',' ,,~, ~1' ,;~ .. '.,.... '.' <~x:;. ...., .... 1....'.......:'..'. ..~"4.~..'. .' ......... ...'~.....f.......,...~,..-r... ...A1...1'..;....:..~..: '... ,- .4.'..... ;...~.'.' ....,..'..~;.",..,...... ." -; ~ . <.'~ . .~ .~. :"... ~.4 : :.....", ...~."......, ',: :..:: .'," ~< .~~.; ~.~:.> ~ ~ ","; :.'.. ,'.: '~..,~. ; ~~ :.:... ':: t'. ~" :.::'.: ~ '":. ...... : '. ~.:~: . .'~' ,'~'. <. .. ~..':..~. " ':~~' ~.~::' "<', ....:.'. .:( ......~~~~.. .::::~. :.'-: . : ~-.~. ~<. . ~~ ", '4< . ~"': ,~.~,'~ ".: :..t,~ .' .:':'..~'.~ .....~ ..:.'~ ~',,>:. v<.:~. ~.' . \. '.j ; : '. :' ' . :-,' ~. : '.. '4 . .. , . , ,1I.~. .... . .,' .. -. , ~,' . ...." . . . ,. ~.. '". .... ~" " "". '. ~; : ~' ;, . : I _ I - ,,' ':,' , . : ....f. ' 1\ ~ ,~~:,::;<':.:,' '~;: ':'.=,:;' II :' .I~\ ; ~~~ . ! .. . " . 4 " , '."'," ., ,', , . , , . L\.... 5' CONC. 95.96' ~ c..o .q- o N '..... . CONC. WALl< / HANrPPED SIGN /' SEE I NO. 119 - OJ 6 z R~Vltl~ Ca-lC. WALl< SEE INDEX NO.:::IJ09 SIDEWALK \ \ \'~' . '. \ ': ...: '-"7 ~ ~/ 5' I TYP. ~~ ~;,:~~ ~ .i.>"..~~,' ~ I'. ,... ~-.:L.' . ..,:,'f-<:;1Ili.. ~ -- .... '. /; ). 35' "\ :,'. .,. ,. ::'. : ..:~, :, L{) "" '..".'...;;'. }'~ .".'., N ~.. " ' . ro- . - , 5' EXISTING MEDICAL OFFICE SLOG EXIST FFE=31.60 962.75 SF f ., JX ~< to ,1'0 to 40' , :' ..- 55.81 ' " "'~' / '.' "........ ,:~"",,' ~ ::- ,:: ~-...,< ~" J ~ . , ~ 0. 1:' .;....~. :........ /' ':.".; ";'~) .~.v-",:::: ....,. ~,~,./, .,,," "". } ) 'fI.!" l ~ ~ - T'. / ':;~.i.,:~;<t. _~I~=:~ ~ f ~.' ':,../,/ I; ~.~ .l;....:~~.,{ f' ~ of"- ~_. ~,. :;~,"., ~ ~ .of >i' . - . . . .. '.. . . . - ~ f.' H.C. RAMP PER FDOT INDEX #304 1'-0. t WHITE BORDER & SYMBOL BLUE BACKGROUND t . ~, STANDARD PRE-PAINTED ............ DISABLED PARKING SIGN ~ ON 1/8" THICK SHEET 10, ALUMINUM ~ ~ J: PARKING BY , DISABLED ~ PERM I T ONLY BLACK BORDER & LETTERS WHITE BACKGROUND BLACK BORDER & LETTERS WHITE BACKGROUND $255 FINE F.S. 318.14 q ALL LETTERS 1" SERIES "c" Z '-l ~ I' VI ~ -- -I'- D 'IWI\I/ \V\ilI\ I- 2" HOT DIPPED GALVANIZED STANDARD WEIGHT STEEL PIPE NOTE: All pavement markings to be thermoplastic, \^ III/. \1/ ';Ji I 'I - , '" "... ,. ',' ....1 ij fa"': '.'4 .... .' . ..... ~;.",'~":' ~. ~ 1Il ..'". : ...."..,.... ~. JI..,. .... 'q'," . I I, . ia"', '" ".- ,o.,.:~:.......,..:.'~ I I ......:..... I" 1m -III cl,1 I, a -11171 I I ~8"X2'-6" CONCRETE MASS. '01 I I <1 - FINISH TOP OF MASS LEVEL I t\) WITH A SLIGHT RAISED WASH I I ;zllll- I' APPROXIMATELY 1/2" ABOVE ,..I I, ~ - 01, LEVEL OF TURF/SOD. Ll' I I Ll' '01 L-J <1 , HANDICAPPED STALL DETAIL REV. 011 TE DESCRIPllOH 01 , 1 ,,:j 1 CITY Of CLEARWATER. FLORIDA PUBUC WORKS ADt.4INISTRATION ENGINEERING i 8" {- HANDICAPPED SIGN DETAIL UpcIat<<I FIne DESClllP1lOH RE~.~~ BY QEa<m BY 14.0. NIP. ~C:m BY ~~TE 5/99 IlDEX HO. 118 1 OF' 2 TYPI CAL SIN GLE HANDICAPPED STALL 1 12/" MV. DATE ~~ .~. ~ , /, J"" '} {"ft. '''~- /; ......{ "f !'~~ ;:: .I'"'''' ~ ....:~:~{~}::;? '~~f":.~.:'. ! ;() L~' 1b'{}::'?2~ "'i~',:?) o / 40.55' 9' 1 2' (TYP. ') ( TYP . ) '-I" -I / )' r . . ..- x .q- N ...~MODIFIED CURB - ~ m o N 1.0 01 .. . L4" WHITE TRAFFIC PAINT . -H.C. SIGN CITY OF CLEARWATER. FLORIDA PUBUC WORKS ADt.4INISTRATION ENGINEERING M~~~ BY ".Go ~~ BY NIP, ~C:m BY TYPICAL HANDICAPPED SIGN DETAIL D~_TE 5/99 IHDEX Ho. 1111 1 OF 1 42' . . . .u, x 6' WOODEN OPAQUE FENCE ; ;;:;, ......." ,~!'" 'f: ~ .A. ( ) .r:" '<,~.' ....;:...:::. ( ( ( ~~. .........~:~ ( )L'_"'~l' GRAPHIC SCALE 10 O!l 10 20 ~II I ( IN lI'EET ) 1 inch = 10 ft. I ;) l~ ./ . ~~. \It1DE '!RAFFlC BlUE ,~ 15. Wl)E 1RAFf1C YflllE V S'!RPE (T'l'PICAL) / SlRPE (T'rPICAL) _ ~ TRAmC WHITE / ! r,?~~~ V ~\\;:) ~, " "-0' rJ 12'-0' 2" (TYPICAL) ~ j 5'-0. j 17'-0' , r " II LEGEND (TYP) R TYPICAL RADIUS R/W RIGHT-OF-WAY PROPOSED STRAIGHT CURB _11-11_11- PROJECT BOUNDARY ~ GENERAL NOTES: 1. ENGINEER/LANDSCAFE ARCHITECT: KEITH ZAYAC & ASSOCIATES, INC. 101 PHILIPPE PARKWAY, SUITE 205 SAFETY HARBOR FL 34695 (727) 793-9888 Bus (727) 793-9855 Fax 107 MCMULLEN BOOTH ROAD CLEARWA TER, FL 33759 17/29/15/05058/004/0130 2. SITE ADDRESS: PARCEL 10: ZONING: "0" ), -..........,.. ~... " .~~3:; PRESENT USE RESIDENTIAL ~ ..........~ ]4:! PROPOSED USE: OFFICE BUILDING '5::, TOTAL SITE AREA 11,502.40 SF 0.26 AC 962.75 SF ~" PROPOSED BLDG. FC'OTPRINT ,:7:; SETBACKS: REQUIRED 25.00' FRONT 20.00' SIDE PROPOSED 55.81' (EXIST.) 7.10' (EXIST.) SOUTH 6.00' (PROP.) NORTH 10.00' (PROP.) 30- 50' FT 11' FT TO ROOF MIDPOINT 1';"'" .,. '" , " '........,,+ ~ t.,'.. 20.00' REAR ) 8. ALLOWABLE MAX HEi\3HT PROPOSED BLDG. Hf-iGHT 9. SOLID WASTE SHALL BE A ROLL OUT TRASH CONTAINER 10. ALL DISTURBED GRASSED AREAS WITHIN RIGHT-OF-WAY SHALL BE SODDED. '~~ 11. PARKING TABULATION SPACES REQUIRED: 3 SPACES PER 1,OCO SF OF GROSS FLOOR AREA (3) (962.75 SF GROSS FLOOR AREA) / (1,000 SF) = 3 SPACES REQUIRED SP ACES PROVIDED: q2' STANDARD' + 1 HANDICAP = 3 TOTAL <, 12. A SEPARATE COMPREHENSIVE SIGNAGE PACKAGE WILL BE SUBMITTED. 13. SI TE DATA TABLE EXISTING: PROPOSED: REQUIRED: A. TOTAL SITE AREA: 11,502.40 SF (0.26 AC) 11,502.48 SF (0.26 AC) 3,500 SF MINIMUM B. TOTAL OPEN SPACE: 7,890.06 SF (0.18 AC) 6,620.14 SF (0.15 AC) - C. TOTAL GROSS FLOOR AREA: 1,367.65 SF (0.11 FAR) 962,75 SF (0,08 FAR) 0.40 FAR MAX. D. SIDEWALK/DECK/PAVED AREA: 2,244.69 SF (0.195 ISR) 105.38 SF (0.009 ISR) - E. TOTAL IMPERVIOUS AREA: 3,612.34 SF (0.314 ISR) 4,882.34 SF (0.424 ISR) 0.75 ISR MAXIMUM F. PARKING SPACES: - 3 SPACES 3 SPACES/1,000 SF GF A G. VEHICULAR PAVEMENT AREA: 1,799.46 SF (100%) 3,814.21 SF (100%) - 14. THERE ARE NO ENVIRONMENTALLY UNIQUE AREAS WITHIN THE SITE. 15. THERE ARE NO KNOWN EASEMENTS WITHIN THE SITE. 16. THERE ARE NO WETLANDS WITHIN THE SITE. 17. ALL EXTERIOR LIGHTING WILL BE MOUNTED TO BLDG. 18. A FIRE INSPECTION MUST BE CALLED FOR AND PASSED PRIOR TO OCCUPANCY OF THE BLDG. OR\G\~f\L :t.li \.J z z . z US ZL - ~~ r: ~~ Ur: O~ \f)~ \f)j <{~ ut z U S ~q; <( ~~ >- \.J ~Q ~ ~ ~~ uJ 0 . uJ ex: u: r: z w~ L_ \.J 2 ~ r ~ ~~ uJ .-J ~@ ~ 0 ~j3 ~ f= I---< CD a::::: ~ ~ ~ CY') Sj ~ ~ 8 a::::: B ~ 0 a::::: ~ 0 ~E--~ C.) I---< I---< ...--.::l a:::::p-' E--UJ <r::: P-.LD l:-- l'- ..,.......; ~ :::;:s en. ~ .........:l C> c.J Q .., f--1 0:1 ~ U ~ ~ ~ o ~ ~ ~ U ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ t--=l U ~ o ~ ~ f---1 U w ~ ~ Z I- o W J o a:: 0.. z o i= ~ o o --l I- o W J o a:: 0.. NNN :::.::::::.:::~ n::: (/) (/) wI-I- f-ZZ <t:ww 3:L L n::: L L L500 duu u... >- >- 01-1- >-u U f- U 0:: 0:: OWW f- 0... 0... ~>> VlW W Vl 0::: 0::: bl66 [X) L[) N N..- ..- ~I~~ ..- N I"'") a::W>-l/)-OZl/) ...) ~ <(~ 0'> >- ,c::)"- <( .'~ (X) N N -:::T " ~ ~ t ~-, 0. SHEET ~ q v o ;:; ?llr, ~ OC~Cl O:O'~ ~~@; t--O' , t-- ::r: Nt'1- t--~c:i ~ ~ 7 d Ox< :I:<5 c-u-w ~ . I z <r; t--=l P-, ~ ~ f---1 Ul W 2 ~ Z I- W W I c.n >- m Z o I- 0... 0:: U (/) W o W I- <t o o Z o Z 0:<( <(0 ~~ O<S~ 0<( .w zlJ.. 00 Vi-le] l/)<(W l/)wz ~lf)0 Zoz ::)~w If)O 90~ <i (0 Lll >~tn t-w0 '~F~ 4 OF 8 ISSUE DATE: 06.17,04 CI> . "'" ~ .J, ;;:; / ~ ~ ~ l;- oX o :E / ~ ~ ~ E c,;~ ~ g' z ._ Ii · ::>J5 o <C 0',,'. " '.j. ".',.a: :c I- o o CO Z W ..J ...J ::::l ~ () ~ E <8 ~ r.:.: I ~ ,...: ~ c ;;;, ..., :\ OQ {!J (j~ ~ .~ o ~fti ~~ SAW CUT & MATCH EXIST. PAVEMENT I MES-1l/ INV=28.25i 32LF-6" PVC . ~ . . , . ......~ . , . 130,7~-- .. ''''4,' . " '., '. .... ., '. '. " :4' .. .. . ~ . .. 4. '. ~ . :": ~ ~ :4', .. ... . '. .., .:.- : ~ ~4 .. ~ "':" . ~. .. .. 1i,4 . ..", .' ',' .... l .. _ .' .. '.,.. . '. 31.10 31,60 EXISTING MEDICA , OFFICE SLDG EXIST FFE=31.60 962.75 SF INLET C-2 GRA TE ELEV=30.50, INV=27.8 PER FDOT INDEX #232 ".0. ~.. .... ." :.....','.' '.: .,'_ ".... '.~' ',~' ....."....;~ .~ v. r _ .. 41 ... ',.,'" .... .'.'~ , !'.. . ~ . ,'..: ."..... ..,' .oil . .......:....~'. ,'_ .' '..'. '" .;'. :....4 '. .', :.. . ~., ~." ..... .....~'. 118LF -12" PVC --vv- ''--., ':'0.51 . ~'/(.Al '~LF -12" pvcl j 30.5 ", '. .. ~.~ . ',' ..": ~'>: 29,5 28.5 'AJ '. .'4 : . ". ~ ," . .....:, ".' , . 28.5 52~:~r STORMWA TER POND T.O.B. ELEV=30.5 BOTTOM ELEV=28.5 MES-2 INV= 27.5 (SUMP) PER FDOT INDEX #272 CONTROL STRUCTURE MODIFIED TYPE "e" INLET GRA TE ELEV=30.5 WEIR ELEV= 29. 5 INV ELEV=28.4 GRAPHIC SCALE 10 0 5 10 ~II ( IN FEET ) 1 inch = 10 ft. 20 I LEGEND TYP TYPICAL ~30.81 - PROPOSED GRADE EXISTING GRADE II PROPOSED IN LET TOP ~ SILT FENCE TEMPORARY SILT FENCE LOCA TION PAVING, GRADING AND DRAINAGE NOTES: 1. SEE GENERAL NOTES SHEET AND DEMOLITION FOR EROSION AND SILTATION CONTROL ALONG WITH GENERAL NOTES. x 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. 5. ACCORDING TO F.I.R.M COMMUNITY PANEL # 12103C0129G THE SITE IS LOCATED IN FLOOD ZONE "X" (AREAS DETERMINED TO ~E OUTSIDE 500- YR FLOOD PLAIN) 6. ALL DISTURBED AREAS WITH IN R-O-W SHALL BE SODDED. ~ 31 .000 INLET C-1 GRA TE ELEV=30.5 (W) INV=28,O PER FDOT INDEX #232 ERCSION CONTROL MEASURES NOTE: x REQUIRiD EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTR!JCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRIC/lDES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIOt~S. AS PROVIDED BY CHAPTERS 40D-4 AND 40D-40. F.A.C. INITIA TION OF CIVIL PENALTY PROCEDURES PURSUANT TO SECTION 373.129. 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. ~ ---.:r- u z z .Z U:S 20- - ~~ r::: ~~ Uo O~ \f)&:! \f)(j <(~ u'b z U :5 ~~ ~ u ~< ~ 5 ~~ N uJ ~li 1: z w~ U ~~ 1:: ~ ~~ u.J .-J ~ >- ....)~ a~ .:::L U l'- ~ ~ 8 u ;:; ~ln~ CO!a1Il O'a:~ ~~@ ~~~ ~ ~ 7 ~ Ox< ::c<~ a..lJ,..W ~ l'- l'- I---< CD 0:::: ~ ~ ~ 0':) ~ ~ ooe:::r:: L) 0:::: Cl ....- ....- ~ 0 ~ ~ 0 ~ .........::1 L) E-- ~ I---< ....- .........::1 ~ 0.... ~ E-- ooe:::r:: C/) 0.... LO ;::;s C/) l'- Cl l'- .........::1 ........., 0 0 ~ Q Q I---l ~ ~ Z ~ 0 ~ ~ ~ ~ ~ ~ U ~ ~ ~ ~ 0 ~ ~ Z 0 ~ I---l ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0 U ~ ~ ~ ~ U z 0 LJ f= 4: ~ U W 4: 0 Z ...J :::E <t f- f- z U U W W f- J J W 0 0 w a::: a::: I Q.. Q.. tn NN >- ~~ m 'If) ~~ .....JW OL L l.J....O 00 >->- Z f-f- 0 00 F (L o IX: IX: f-W (L 0 W If) ::>. W If)> 0 If)W _IX: W f- <( 0 .-(',j 0 Z O::W>-1Il-0ZIIl -.:.) ~ .\ ill ::r:: ~. ---. 'W ~ <-' z 0::< <Cl ~~ O1lii 8< zu.. 00 . - 0:: 1Il.J.w lIl<w IIlwz ~1Il0 zClQ ::ll7l IIlCl ClOW ::JooO:: <:::::;;~ > Will t-W0 ,~f!:~ N ......<>> ~ ,..- ~ ex:> C'-I...q l'- . ~O :z:Z ::. ' -, LU , Q.. SHEET 5 OF 8 ISSUE DATE: 06.17.04 E o ~ ~ r' I ~ ,...: c ::;) ..., l c; I I") ~ o 13 ~ ~ ... u !f ./ ~.... ! ~ ..~ E a> ~ .Ii . !~ \J z z . z Us ZO- - ~~ r: ~~ Ur: O~ \f)~ \f)o <(\f) uti a U ~ ~~ <( ~~ >- \J t:: < z E1lg <( C2 ~~ N ~ ~ti J: z UJ~ I. U 2~ r ~ ~~ ~ ; ~~ .::::L. U r-- V) LE GEN D GRAPHIC SCALE 20 0 10 20 40 - - PROPERTY LINE ~ I I I ( IN FEET ) SS SS PROPOSED SANITARY SEWER 1 inch = 20 ft. QC,o. PROPOSED CLEANOUT UTILITY NOTES 1 . CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. UTILITIES HAVE BEEN OBTAINED FROM THE CITY OF CLEARWATER UTILITY ATLAS. 2. CONTRACTOR SHALL NOTIFY AND COORDINATE SEWER SERVICE WITH CITY OF CLEARWATER PUBLIC WORKS DEPARTMENT. 3. SEE SITE BOUNDARY AND TOPOGRAPHIC SURVEY FOR LOCATION OF OTHER EXISTING UTILITIES. SEE GENERAL NOTES SHEET FOR ADDITIONAL UTILITY NOTES. 4. 5. INFORMATION DEPICTED REGARDING EXISTING UTILITIES IS APPROXIMA TE 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 JOR CONFLICTS. w ~ <( Z t- o W ...., o a::: Q.. NN ~~ . if) ~I- 3z .....Jw u~ ~ LLO ou >->- 1-1- uu 00::: I-W 0... W ::::), (f)> if)w _0::: ...-0-1 c.J ~ ~ r:o ~ u ~ ~ ~ o ~ ~ ~ U ~ ~ ~ w ~ c.....:> I---i ~ ~ c....,) I---i ~ E--< ..-:::r: p..... w > .....- ~ H ::::s::: ~ C) J:=.. E--< .....- ........:I p..... en lD L"- L-- ........., ~ Q ~ ~ o ~ ~ L-- L"- CD ~ C0 ..-:::r: ~ 22 C) .........:l J:=.. ~ ..-:::r: :=s en ~ .........:l C) ~ q u () OO~~ ~!aw ~~~ g;~@) ~~g .,' ~ z ~ ~~~ c;:.....C5 w ~ <( Z t- W W I U1 z ~ ~ p..., ~ ~ ~ ~ ~ ~ ~ >- m Z o l- n... 0::: u (f) w o ~ <( o O::W>-VJ-oZVJ o Z SHEET 0:::: ~ ~ ~ ~ ~ ~ W ~ z U o F <( o o ....J t- o W ...., o 0:::: 0.. .:.;) ~ ~ <( c:::> N C'I , l"- . \ W \ w-1 ::J:J:z I- ~ -- 'W --~--- -' '~, 6 OF C\J m 'T-" CO ~ o z: W Q.. (!) z 0::< <0 ~~ .:d~ 0< ~u. (!) 0 . Vi...Jffi VJ<w VJwz ~VJ<:3 zDZ ::>b{w VJD DaW ::Jalll:: <::i:1=! >wVJ I-w<:3 ~j!:~ 8 ISSUE DATE: 06,17.04 E o N ,.:.: I ~ ,...: - c: :::J ~ r f ?- c: o :e 2 ..., III c: % ..., .~ L~ j ~ ~~ :z c: ~ .~ ::>0 Fl 2' /TOB ELEV=30.5 25.71' SODDED RETENTION POND TOB -2._t..~......" .''.. "'-,,' ..".--..:.:..:.. , ~ _....,--"<<-,,,.., .~--,--,,,~_._,,.... ...._, 4'. '\ .......- .--- ,. ',:---, ,,- ~...'..,~.-_...- , _:----~~. I :.)..._.~'~~ ~- ;..........-..- 1-'~."" POND BOTTOM ELEV=28,5 _ _ ___I. _ ___ __.'--_~. _. _. _ ..:_L__.~_ f___.__~:"'__ _ ...::_.:f-. _ _._~J.. ..:-_~..:_~ L _ __ _!-_"-_~___~.____._-l-':. ..:_:.._.~_~__ _.-:._f_, ..-"--- _~",.,.-r"- SECTION "A-A" SCALE: 1"=2' 1" at All Drives '<t ......... /.~~ - ,~"" '~':'-., . -..... , :.,:. '10...... t.,.... _ .... /' / /, ~/ :~:.:.~:':':.:~<<:~ .::. "-/'0. " '~"""V"'Ii""":~- /,. . . . .: ....': ,:'::<r:'::' <.0 /, . . ..... ...~., >'-:: :6"'.. .... '18" :. .', .'1- >>. :. :.:. . /:' . . . - . )\ : : .' .' ~<:H11P~ct~~ .su~wa~~ .' .' (~"'~"'~~\-""Y'$y~~ Y //, //, //, MODIFIED CURB r Wearing Surface - AXXX Base 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 rein forcing. PER STRAIGHT CURB CITY OF CLEARWATER DET AILS - 4" Drop at All Drives 5" 1" CJ /1-1/2"R'fwearing ~ )' :i''';~ ' ~:S 1 ~\ ,/14 ji -.1'lO x ")( ")( ")( x x ~ 0' ~ <::;:~:. x x 'D ,~ ~\ ::l.::'::~ ;l o ~ / .:~:::::~. N cf 6 /...< ::::::::::......... Base ::--- 0.../ )-'~: ,;r: : : : ;. : . ~ Co ::--- /.< :.::....~:: ~ ~ )/ /)~J/ j{ifjiHi.. . . Compacted. . . . o . I . . . . .1 . . . Subgrade. . . . -'-- 6' 7" I ~. ,. .. ... "'060..~0..'({0..'C<\ >- . . . . . . . . ~W))'l'VhY^ (~....... ~V ~, _,"v ^ v V)SV/\...")I /, //-y;/p'" //" / /" / /. Su rface STRAIGHT CURB NOTES: 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 reinforcing. CITY OF CLEARWATER. FLORIDA PUBUC WORKS AD~INISTRA nON ENGINEERING 1 1lEV. 41tttl2 DAlE IIEIlIlAII4 IV Hoyo II.G. ~~ BY N'f'. ~IY 2~ NlEX NO. 101 1 a: 2 II... "0* TYPICAL CURB CROSS SECTIONS DESCllI'llOH ,- EXPANSION JOINT 0' I I NORMALLY 48' MAXIMUM 50' STRUCK JOINT' EXPANSION1 JOINT. "I]" 1',1 _ I... · ~I TYPICAL SIDEWALK PLAN :. EQUAL TO SIDEWALK WIDTH (6' MAXIMUM) 5 I i 1/2" BITUMINOUS STRIP 1 .... /-- BROOM FINISH _u_ ..... .' T ~"'.': \'(. ~ ':i" ': ....; ~: "';':.I'I"~;""~'I'.:,:,'.~,:'~::',:,~::,,:,:,::'~_.','".,::,1'.:..:..::...i.;.....~,:.:.~...,:..:::'~~..1.;:'::'~":~"~:' 'T ~:t':.;'~ :;'~;:"::4:.i: "~:(~~?;~:;..' _ . _,. \ If .:~,~~~,~:y<.~:~~" .~:~<-:>~; ;Z .: 1.,'..",:_ .~,. '.~ .....,1: t') >rr~(~t!;~.:~.: .~:.!.~i::~t;:~: 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. 3. 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 TYPICAL HYDRANT SETTING n.t.s. Connecting Piece w/inlegraliy cast Mech, Joint Gland on one End-D.1. Rotatable Mech. Joint Gland on Other End, <<:I~ . ~ -:' Fire H ydran t Assembl y (Typ.) Valve and Hydrant Tee w/D,1. Rotatable Mech, Joint ~( Gland on Plain End Branch, - .... ~ ILen9th Varies (See Note 1) .llI. <<) ) Mech. Join t Valve - 1I[ --- ~ lrr- - J. ~ Water Main NOTES: 1. On Hydrants Recp.llrlng Runout Last Two JoInts ~ust Be Restrained Per Detail 403 (2 of 2). CITY Of' CLEARWATER, f"LORIDA I"UllUC WORKS ADWIIllSTRAnOH ENGINEERING 1IIiiiXiil'"1Y TYPICAL HYDRAN T ~ ~ SETTING lIIIIO'i'"" PLAN VIE W ... ~ 3aF4 Ila, OIl.. - TYPICAL FIRE HYDRANT SETTING n. t.s, Cl) c ~ "2 . t ~ .... Max, 15' - Min. 4' Back of Curb or XEd.e of P"emeet ~ 18" Min, 24" Max, t Distance Varies /valve Box p- "~~. VN'~~ ,<;: ~ , <D ,I ('oj I I / Meoh Kennedy Guardian No. K-S1A Muller Cen turian No, A- 423 U. S. Pipe Metropolitan Joint Valve ONLY APPROVED ~ - ( ~ ]1 n 1. ~- - NOTES 1. Steamer Connection to Face Street. 2, All Fire Hydrants to have 5 1/4" Valve Seat. 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, "--Restraining Joint (Typ.) CITY Of' CLEARWATER, f1LORIDA I"UllUC WORKS ADNINISTRATIOH ENGINEERING ~~ TYPICAL HYDRAN1 01 'f~/92 _.., SETTING "%~ G,C,H. CROSS SECTION Ila. OIl" _ ... ~,'" 2 OF ~ See Index No, 201 ~ l ! ~ 2 - - >:0)\ Teeminal f6 ~~ ~ ~ \,"h~'e t ..... lL.. 7 I ? 7 .r: , +' () Q. Cl) o / } ( / ~? ~~ '"- -- c--- ~ PLAN Square Bottom Permitted II-.. Varies ~:. V) Bottom Of '/ fD ~ Corbel '/ _ f' / "D" M' '/ "_V. In, '/-S" 8 Jj. Or To Suit Pipe '/ 12",[//1- ~ -/,/1-12",/ l ( f T' "\) f 6" ~ ~.~ ~ ..J.'*:.."/ --i I ,.... .';" .' ..... .' ..I........,...:-....~.,....~V :~."'..'....,:... " .....~.' ...........-..... ,"...1:::i SECTION A-A "'---"C" Clay Or Cement Brick Masonary A Shallow 0' 4' Standard 4.1' 6' Deep 6.1' 10' Deep 10.1' 14' A 2' 6" 3' 6" 3' 6" 3'-6" 8 C 4' Max 6' Max 7' 10' 7' 14' G 3 at 12" E.W. 5 at 10" E.W. 5 at 10" E.W. ~ at 10" E.W. D E 3'-6" 24" Max 4' 30" Max 4' 48" Max 5' 48" Max F 8" 8" 12" 12" NOTES 1. All concrete to be 3000 p.6.1., with fiber mesh reinforcing. CITY Of' CLEARWATER, FLORIDA I"UllUC WORKS ADWIIlISTRATION ENGINEERING c== STORM SEWER ~tIll. MANHOLE DETAIL .1I..... II.G. I~'" ... Mil I 4,.... _ _ Ila. OIl" _ 1l1Fl I ~ ~ . ,.1 ~4 " / rT MIN, V:S EXPANSION JOINT ~ ~, 0'0 l>, O/~'t> ~/~'t> ~'~/t:> V, II, L/ I, V . -u--p fl' ,0'0" ~ ,O't:>'.' 'o't:>' "0 . , ' D ,0 /::>, 0' 0 t:>, 0' 0'1> D '.0. CI , . A . , ., .., 't>. II ,O'/:>. ~ ,0'/>',' o'~'.' '01 . ,'00"00"6.""-..' .. . .... . u.'. tJ. ~ ' . 6 . 4" CONCRETE SIDEWALK (PORTlAND CEMENT CONCRETE, CLASS 1 W/ FIBERMESH) 1. SIDEWALK TO BE MINIMUM 4" THICK CONCRETE. (6" MINIMUM AT DRIVEWAYS) 2. SIDEWALK TO HAVE 1/2" RADIUS TOOLED EDGES. 3. CONTRACTION JOINTS TO BE A MINIMUM 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 FOOT. 5. EXPANSION JOINTS SHALL CONSIST OF CONTINUOUS 1/2" X 6" BITUMINOUS EXPANSION STRIP, 6. MINIMUM CROSS SLOPE 1/4" TO l' -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. 1 O. CONCRETE SHALL BE CURED PER FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, SECTION 520-8 SIDEWALK TYPICAL SECTION NTS FOOT Type S-3 Asph, Cone. patch to be 2" min. thickness or match existing for thickness in excess of 2" ~ Patch =Ai/ Resurface full width of street on longitudinal T+2" (B' Min, II Replace Bose f-1 installations Compacted Thicknes;i / -.....:.... / ~/// / . .,..:.y.:: '~':~:',f '. ..:~ ;,.. ~'(":'. ':.. .:---\IT;::' ...:\ :;::";; .';.' ,:,,,:,,,"":::::.'. ,;:,,:;::~',::,:"'~" '{.~:"'" Replacement base , . material shall be Undisturbed EXIst Base approved by th~/ Engineer per City W Article 22 _ 6" 12" Trench 12" 5"f-- Width Varies ~ Undisturbed Trench Side 4' Mln, Monolithic Slab If this point i'; within 4' of an existing joint. then replace to the joint. ~ / 3.000 psi Fiber Mesh Concrete '\ '1{1 .'!. '.1." .,' 4 . ..... 1XiSling Concrete T-Thlckneel of original Ballll Compacted ~.... Backfill ./'. fj W 18" Trench 18" Min. Width Mln, Varies A~ ~Undlsturbed Trench Side ~~~0~cted./ ....d.~ . ~ ~ T-6" untn W exceedll ~ . 6', then T-8" ASPHAU STREET AND DRIVEWAY REPLACEMENT REQUIRED FOR UTILITY CONSTRUCTION CONCRETE REPLACEMENT REQUIRED FOR UTILITY CONSTRUCTION t 4/4'- ~.:::l1 of 2 Ila. OIl.. _ CITY Of' CLEARWATER, f'LORlDA I"UllUC WORKS ADUlHJSTRAnOH ENGINEERING _ STREET AND DRIVEWAY ~ _.., REPLACEMENT FOR till. G.L& mliIitw- CONCRETE & ASPHALTIC ... ~ CONCRETE SURF ACES . CI' I ~.~ . Pick Hole 7 5- 1-1/4"117 " ....; . , l>- R W -'1 ~ 000 l' ......, ~ :U,}-A NIT A R Y ';0 ~OOOOOO ~ ;LD-SEWERO Required .?- 0 0 0 0 0 o f:" L t>- 0 Non Skid Pattern Required 5/8" tolln. 4 Required \\ RING - HALF PLAN . C'l <5 36" ~23"~ 21" Machined Surface 'i / L K r'\ /~ ~~ ~~ . ,... ~ , I') I ... SOLID COVER l T J ~ ,. 1')C'l I 22-3/4" I ~ ~ ~rFCiJ' Machined Surface . 0) ... o -, RING - SECTION Minimum Weight 7" 232 Iba. g" 278 Ibs. SOLID COVER SECTION Minimum Weight 128 Ibs. NOTES 1. Where roadway base Is 8" or thicker uae 9" ring, all other cases 7" ring Is permissible. 2. Manufacturers model of storm ring and cover to be approved by City Engineer, t It'S,.. _ _ I. I Ila. OIl.. _ CITY Of a.EARWAlER, FLORIDA ENGINEERING DEPARTMENl - IJ~ ~ .., SANITARY SEWER NIIIUIO. IWJI.....~ WANHOlE COVER JOt ... ~.. mel..naut Plug -- -- Concrete Pad 4" """'- Thick x 1'-6" Sq. ......1 ~~ . ~ : I g 5/B" I =Ltzf~u~ t 6" or 8"- 1/8 Bend ~105~"-----1 It-- 9 7/8" ------11 ~~/ ) Lrz: I V~ ~13:~2'~ Plug (See Note) r- -III" Sewer Main 7 ~ 11 CLEANOUT DETAIL CLEANOUT PLUG DETAIL N.T.S. N.T.S. NOTE: Cleonout plug to be U.S. Foundry 7621 or equ al. !lEV. OIl" CITY Of' CLEARWATER. FLORIDA ENGINEERING DEPARTMENl . - I.., STANDARD ~ iam I..., CLE>>l ooT I . s. ~nltarvr ... 1 ",1 -- \.J z z .Z Us ZO- - ~~ r: ~~ Ur: O~ \f)~ \f)j <(~ u'b z U S ~Ln <( ~~ >-~ ~ eQ CZ <" uJ ~ Q uJ Sl t:L :r: Z ~cl 1 . \.J ~~ r Z E::< uJ ...J:I: iLJ :; ~@ ~ U 5'a~ w ~ <( Z f- () W J o ll:: Cl. NN ~~ ''''2 ~~ 3;:Z -lW o~ ~ l.L.0 00 >->- f-f- 00 0lY: f-W 0.. W ::>. (f)> (f)~ -.:::r~ 00 OJ If) N.- I~~ I I rf31.3,Bl 4 hi .308E'J ELEV=305"~11 ~I -_...,..,/-'- ~~ .-N :>--< ~ ~ (....) >---< ::r::: ~ (....) >---< ~ E--< <r:: P--. ~ >- >---< ~ H ~ ~ C) ~ E--< t---< ......:l p..., U"'J. L() l:"- l:"- ~ l:"- l:"- eD ~ CY') <r:: H t---< 0::; C) ......:l j::I:.., ~ ~ U"'J. H .........:1 C) ~ Q I--t ~ o f-=1 ~ ~ 8 ~ @) OCl/')u 88~< ~~~ ~~2: ~~l:i:J ~ ~ Z ~ ~~:$ c..u.i:5 (fJ f-=1 I----l ~ b ~ Q f-=1 ~ ~ ~ Z ~ o w ~ <( Z f- W W J: V1 >- m Z o f- 0.. lY: o (f) W o w f- <( o a::W>-Ul-OZUl o Z ~ \, <( \ SHEET CJ Q f-=1 r=o ~ u I--t ~ ~ o ~ ~ ~ U I--t ~ ~ ~ b <r: ~ ~ ~ ~ f-=1 z U o F <( () o ...J f- () W J o ll:: Cl. .... c:::I c:::I C'-J l'- .-I OF N 0'> ~ CO ~ (!) Z cr< <(0 ~~ .:g~ '. , W ._~~ - ~ 1---_ ~~ ~-w ,_, ~ 7 . o Z ill a.. 0<( ~l.L. (!) 0 , Ui..Jffi Ul<W UlWz ~(f)C3 zfi:l~ ::J(f) o(f)fi:l ::J&;O:: <(~~ >W(f) t-wC3 ~~~ 8 ISSUE DATE: 06.17.04 E 0- n N &0 ~ r-: c ::) .... r ~ n 1 ~ - II) c 8 ~ oX V ~ /' Ji ~~ z .5 ~~ HEIGHT I- SPREAD SPREAD .. MULCH )" FROM STEMS ~ 3" MULCH LAYER 2/3 OF THE DRIP UNE 6' rI '-q- 3 TO 5 1lMES WIDTH OF ROOTBALL BARRICADE DETAIL N.T.S. SHRUB & GROUNDCOVER PLANTING DETAIL H.T.S. r " -~==~j)\Lf/ . -~ / /j)\JJ- ==-~J)\1:f :', ~ -~d~ CL 6 _ \~ _ Q ~ ~ ~ ":-'.J"', "''''.~'.. .............. . ~" ~" . /..4 . ~.~. ." .... .. ," A_.' .....~ to' .O'. '-,", .... ., .~. ,. ,," . ''':". ..:... '.. ..' .,," :....6....: '",.. -7/~!5 fl\/~\~\ 7/L;' J!{\~\ /-11/ f J\0~\ '/~ f;k<~~< \ / / / I <, )\ '-" / fz;;0" / / fz;)\',- /I/, r,~ ~ 'CIJ ~, . ' \';...../"', "" -". . : .~,', . :. "', ".. ~ ", .. :. ~. :...... . ,. . :. .'~ . .~.." ." :. ... . :" ~'" .: .. , . '." -.. .. ~ .J ...f, " ' . " , '. . " .' ~ ..., , . ~,IV,' '\fD EXISTING MEDICAL OFFICE SLDG EXIST FFE=31.60 962.75 SF 20'x20' SIGHT VISIBILITY TRIANGLE LANDSCAPING WITHIN TRIANGLE SHALL NOT EXCEED 30" IN HEIGHT FROM THE PAVEMENT (QV\ ~ .., I I (li\ \V I \ ~ \/~/ /- ~# -- x0Px~~xh)<'l><XX ><~/<xx'01 X .'. x~x xX}<XJ<0x~!/< X ~ 'xX .... X X XY-)< X XX X X X)< XJ< ~ X X Xi X X X 2< " m}( ~., \0: x'. ')( ~ 0ZY '>I: 'X, '1< ~ ~ ><:: v OV:: "...i Z: ' '. /" "'if J ~I!-; ~ ~/:.,' , /I ;JT ~ X X ~, .. , (J IX: X '.,II,,~. ~ 'X 11, << \I~'A ~~v ~10-~~\f r n xx ~ \ ? W D ) xxx~ _ __ _ ~5, 81' ( L (~I' \.\"'h>~'.;' J,~ '"' ~ '"'T...... ...... " 'Y' ~ "",""''Y' 'Y' ..., ..... , "'.~. ' "~. ,) I' " u ,,' ',,', ... ~ ~ ~. ~:;JI :~ ~ 0.- ..~-~~ ^M'- - - ~ -, , ," ~ 'J' ~t;'. ':',~\ o ~' '~,s ~1 ~" ~~: ~;: '--~ ~ (; .c',:.:...... ""J..: 1 ,',', ",'.,:,:::,,' - I.".:.... .... / - '....- o (TP\ ~ fPTV\ \2V ~ (j Q.~ o G' O' J " ~: -I, '. ~ ,-. -~~+~++~ ,-'--/': ,','\':', 'I' '\', 1'- . ~< ,/2. , '\\~ -, :.,' '. _'.' -, ... _" r r "i ~ ~". -... -_ .. . , . ,J - .,;'- "r; ~"' ~ + "~ + --=t-+ ~ + I -\/'\/\:/~ '><;~~i\l. · ' t -+---" ~T + --I + "r~, . if to I . 'I . \ . l . \1, \\ ~ ALL SHRUBS/GROUNDCOVER TO BE TRIANGULAR SPACING, SEE PLANT LIST FOR (a.c.) SPACING. 18" MIN. SETBACK FOR SHRUBS & GROUNDCOVERS .:.:.. \ ~-~ o C, SPACING ~ BACK OF CURB/ BED LINE PLANT SPACING DETAIL (SECTION) N.T.S. SPREAD NOTES: 1. .AlL WOOD SHMl BE SPRUCE OR PINE -NOT PRESSURE TREATED, 2, CROSS TIES SHALL NOT CROSS OVER WOODY ROOTS, 3, REfolOVE ALL STRING &/OR WIRE WRAPPED AROUND TRUNK. 4 REfolOVE ALL STRAPS, ROPES. WIRE. &/OR STRINGS USED TO LIFT THE ROOT BALL, 5, REfolOVE ALL BURLAP &/OR WIRE FROfol THE TOP OF THE ROOT BALL. 6, TOP OF ROOTBALL TO BE SET 2' BELOW FINISH SURROUNDING FINISH GRADE. HEIGHT 2"X2"x4' STAKE - MULCH 3" FROM TRUNK MULCH 3" DEPTH TIll E~) AND LOOSENED NATIVE SO IL BACKFlLl r.:--L2"X2'X4' CROSS folEMBER- . FERTILIZER TABLETS AS SPECI FlED. PLACE UNIFORJ.lLY AROUND , ROOT MASS BETWEEN R,. ~ MIDDLF AND 8OTIOM -1'1- " '~r"" "~- . OF ROOT MASS, 'ITJ4n ; ) :'~~:t:L-- UNDISTURBED SOIL ROOTBALl "11~:'i \ i L"i~ ...-----..... -A~-j:l';1'~J:L""'.'I~ ~.\'L"~ 'I'rg;" I~)r" "'II''''J1 ,~, i' c.l 2-2"1:4' STAKE W/ " TlLlfD AND LOOSENED ';:':'_l,"illJr-'Lu-;1 "'!l.i;.:J..L;- ","" '.,;lL,:: ',1 .:. , LONG TAPER MIN. 18 I . - t NATIVE SOIL BACKFILL ,I: ;L1];;:"1 r~-rr, " ,L~ 'I"'cl, ~.:;:;drr~ ':'f ,1".:;;! 1=' ) I r-' INTO UNDISTURBED '--- \' SOIL ------- 2'X2'X4' STAKE 3 TO 5 TIMES THE WIDTH OF THE ROOTBIILL 2x2 '<rnnCAL WOOD STAKES lx4 HORIZONTAL CROSS WOOD MEMBER OF APPROVED SUBS1lTUTE fl. t lB'MIN. ~ . 2'X2''X 4' CROSS J.l EM BER , '. 2 - 2.5'DRYWALL SCREWS TREE PLANTING DETAIL N,T.S. - ",,' ',',?'<:':.."",'''' . ',,;;; .,j '>" , ',:,:",:.""""",,,../"0. ,,," ~ ~ ,.8:~"~~., .-} ~~~ "-' ~ :~{~~>~~~-:: ~ ,-l::f5'J; , l~~';::''' ~I ~;:si~]i~ ' ..c~~:10j$;:t:t::" ~ ~ ~;;:*;~~ I ~':~(7~?~::'~K ,<....1\ ~ (\ ~~'S0~~ ~ 1 01 ~~ (~">~ [) r; X ~~t\ \ D !P>J dflrl \ ""<.::' . I VI . :;1./ 'i ;---.. -~ < ) . ) ~~ j ----- ~ ~'. /, ; .~ ;/1/ . ..... .. , . ". . . ~ 4... ..A. '. I I , ~' - - - o (MG\ ~ o (Vi;\ ~ PLANT LIST 4 MG Magnolia Grandlflora, Southern Magnolia, 4" GAL. (12' HT.) 4 QV Quercus Virginiana, Live Oak, 4" CAL. (12' HT.) 2 TP Taxodium Distichum, Bald Cypress, 4- CAL. (12' HT.) 15 PTV Pittosproum Tobira "Varig-, Varigated Pittosporum, 3 GAL. (2' HT.) 30" O,C. 230 VS Viburnum Suspensum, Sandankwa Vibumum, 3 GAL. (2' HI.) 36" O.C, 26 IV Ilex Vomitoria, Schillings Holly, 3 GAL., 30. O.C. 3 LI Lagerstoemia Indica, Crape Myrtle, 11/2" GAL. (8'-10' HT.) GRAPHIC SCALE 20 0 10 20 ~ll ( IN FEET ) 1 inch = 20 It. 40 I 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 shalll 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 areGS shall receive a 3" layer of recycled hardwood log mulch, which is to be watered-in after installation. 7. The plant materrial schedule is presented for the convenience of the Landscape Contractor. In the event of a discrepancy between the pllan 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. All tree and shrub locations are subject to change. All locations shall be approved by the City prior to planting, 10. 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 City Project Manager 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. 11. 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. 12. Plant material shall be bid as specified unless unavailable, at which time the Landscape Architect will be notified by in writing of intended changes, 13. Any and all questions concerning the plan set and/or specifications shall be directed to the Landscape Architect at (727) 793-9888 14. There shall be no additions, deletions or substitutions without the written approval of the owner. 15. The Landscape Contractor shall guarantee, in writing, plant survivability for a period of twelve (12) months from' final acceptance by the owner. 16. All dimensions to be field-checked by the Landscape Contractor prior to landscape material installation. Discrepancies shall be reported immediately to the owner. 17. All materials must be as specified on the I,]ndscape 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. 18. All permits necessary are to be provided by the installing contractor unless otherwise specifically stated in the specifications. 19. No contractor identification signs shall be permitted on the project, except for the project information signs. 20. Existing sod shall be removed as necessary to accomodate new plantings, 21, Any existing areas that are disturbed during the landscape installation shall be resodded to match existing. 22. The Landscape Contractor will be responsible for the collection, removal. and proper disposal of any and all debris generated durilng the installation of this project. 23. All areas distu rbed within right of way shall 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 to meet city code Sect. 3-1203.C 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 shop drawings must be submitted and approved by the City prior to the development order . 4. Irrigation system must be inspected and accepted by City Project Manager prior to installation of mulch. Irrigation must meet citie code section 3-1203.C to provide 100% coverage, and include a rain sensor and timer. 5. Irrigation as-built drawings, which accurately and clearly identify all modifications &/or substitutions, must be submitted prior to final inspection and acceptance, 6. The Landscape C<ontractor must coordinate the placement and power supply for the irrigation control timer with the General Contractor, 7. The following irrigation system components will be utilized, per each manufacturers' specifications. Toro-Netafim TechLine Self Cleaning, Pressure-Compensating Emitter Line HARDIE - Raiindial 6 Station Outdoor Control Timer Richdale - 21 4APR 1" Electric Valve Amtec - 10" Round Valve Box. FERTILIZA TION SHRUBS AND TREES All trees and shrubs shall be fertilized with "Agriform" 20-15-5 planting tablets at time of installation and prior to completion of pit backfilling. Tablets shall be placed uniformly around the root mass at a depth that is between the middle and bottom of the root mass. APPLICATION RATE: 1 Gallon can: 3 Gallon can: 5 Gallon can: 7 Gallon can: 1 21 2 21 3 21 4 - 21 gram gram gram gram tablet tablets tablets tablets Trees: Palms: 3 - 21 gram tablets each 1/2" of caliper 7 - 21 gram tablets GROUNDCOVER AREAS All groundcover areas shall receive fertilization with "Ozmocote" time release fertilizer as per manufacturer's specifications. \.J z z . z U:s zo- - ifju uJ~ r: t;:~ U~ O<{ \D~ \Dj <CtS U~ ~\.J ~~ I.:~ }-z -u uJ~ ':::LU o ~ ~ ~ ~ U 1--1 ~ ~ o ~ ~ ~ U 1--1 ~ w ~ <( Z I- U W J o 0::: 0... NN ~~ '(j) 0::1- I-z 3=w --1~ u~ LLO ou >->- 1-1- uu 00:: I-W 0... W =:>. (j)> (f)W -0:: ...-C"J ~~ Et<) :J< OJ:lQ ~2 ~o ::iU: ~~ =-~ ~~ :::-< =:t :J>- 2=F -~ 2~J :>-< ~ ~ c...;> I---i ::r:::: ~ c...;> I---i ~ E---t <r::: P-. ~ > I---i ~ H ~ ~ <::.:) ~ E--< ........... ........:l P-. en ID l:-- l:-- ........., {"- ("- CD -..:::j"< OJ <r:: H ........... ~ <::.:) ........:l ~ ~ -<r: ::?1 en H ~ <::.:) ~ Q 1--1 ~ o ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ zU o F <( u o ...J t- U W -, o 0::: 0... O:::IJJ>-(/)-OZlIl SHEET 8 OF ~ q j ~ @ OOlt)(j 58~< O)Q'I;>- ~~~ ['-. . 2:: ~~6 ~ j o~< ~~6 z ~ ~ ~ [J..1 ~ ~ U VJ Q Z ~ ~ w ~ <( Z t- W W I U1 >- en z o f= 0... 0:: U (f) W o W I- <{ o o z (!) Z ji:<1: <1:0 ~~ .I/lli 0<1: ~La.. ,-,0 .. Vi.Jffi Ul<1:W UlWz ~Ul(3 Zoz ~~W aUlO :J~~ <1:> ~ I=! Will t;wB zj!:~ 8 ISSUE DATE: 06,17,04 8 9 S89'27'56"E NW COR SEe 16-29-16 17 16 '),~ "Ill .,.,. .,.,. '),,, ~o .,.,. .,.,. ~, .,.,').'0 .,.,. '),~ '00 .,.,. .,.,. i 0' . l::. ,~. .'~. O'~ o FND SCIR FIR fCIR fRR PK fCt.4 fOP FPP fN&O SN&cD PLS LB P o f O.R. PG PB cp cf POB POC P.U. D.E. "'H EL INV. T.O.P. UG U.D. ....E.S. f.E.S. RCP ERCP CMP DIP PVC GTE TELE. OHW f.O.C. "----/ LB 4513 ", .,.,. ,~ .,.,. ~ d ~ ~~ a~ a ~f- cq I...J f-<! ~II <.:)Q.. -Vl kl Q:: <! ....::j. ~g ~~ ~ Co) ~ ,,~ .,.,'f' .,.,. ,,~ .,.,f- .,.,. .,.,').Ill .," .,.,. '),., .,.,. o o '0" d Q" .,0' n .," N I- Z lU ~ ~ < Q. 15 ~ 6 LEGEND ~ OAK TREE NOS C A L [ oeo PINE TREE : PAL'" TREE @ OlHER TREE (AS LABELED) @ BUSH ~ fOUND @ SET 1/2" CAPPED IRON ROO "LB 4513" D fOUND IRON ROO (SIZE NOTED) @ fOUND CAPPED IRON ROO (SIZE NOTED) e fOUND RAILROAD SPIKE PARKER KAYLON NAIL IWI fOUND CONCRETE MONUMENT (SIZE NOTED) mJ fOUND OPEN-ENDED IRON PIPE (SIZE NOTED) JC( fOUND PINCHED-TOP IRON PIPE (SIZE NOTED) IXI fOUND NAIL & BRASS DISK 0 d" SET NAIL IN BRASS DISC "LB 4513' ~ PROfESSIONAL LAND SURVEYOR ..". LAND SURVEYING BUSINESS flJ PLA T 0 DESCRIPllON m FIELD MEASURED ~ OffiCIAL RECORDS (BOOI<) ~ PAGE ....... PLA T BOOI< CALCULATED fROM PLAT CALLS CALCULA TED fROM FIELD SURVEY POINT Of BEGINNING POINT Of COMMENCEMENT PUBLIC unuTlEs EASEMENT DRAINAGE EASE"'ENT MANHOLE ELEVAllON INVERT TOP Of PIPE UNDERGROUND UNDERDRAlN ...ITERED END SECllON fLARED END SECTION REINfORCED CONCRETE PIPE ELUPTICAL REINfORCED CONCRETE PIPE CORRUGA TED METAL PIPE DUCllLE IRON PIPE POL YVlNYLCHLORIDE PIPE GENERAL TELEPHONE AND ELECTRONICS TELEPHONE OVERHEAD ELECTRIC, CABLE TELEVJSjON AND/OR TELEPHONE SERVICE UNE(S) FIBER-OPnC CABLE GUY R/W It. E/P BOC HWY BLVD CONC ASPH E'" CLF BWf WPF A/C R.R. TOB TOS NO. F.F. DIA. 50.00' (D) .,0' ~ VI ASPHAlT DRIVE .,,').'), .,'),')." , n" .".. "., .,0' 'j,<>" .,'),' 50.00' (Df\'),~~~ .,0 ').Q '),~. .,0' !I ~ ,=' "l'09'b 1 ."." ~ .," ~ ~ to 1 ,'), '}.'O' ;P'/)'l- .,<:>. .,<:>. ..,,').., 0'" TRAf'FIC SIGNAL ACCESS BOX CLEANOUT GAS "'E TER GAS VALVE SANITARY l.IANHOLE GREASE - TRAP t.lANHOLE ELECTRIC lAANHOLE STORlA lAANHOLE WATER VALVE RECLAlloE:D WATER VALVE WA TER lAETER BOX RECLAlt.4ED WATER METER BOX IRRIGAllON CONTROL VALVE FIRE HYDRANT LIGHT POLE WOOO UllUTY POLE CONC UllUTY POLE TELEPHONE BOX CABLE TV BOX SIGN SPRINKLER HEAD ROOf DRAIN GUIDE WIRE RIGHT-Of-WAY CENTERlINE EDGE Of PAVEMENT BACK Of CURB HlGHWA Y BOULEVARD CONCRETE ASPHALT ELECTRIC METER CHAIN LINK FENCE BARBED ~RE FENCE WOOD PLANK FENCE AIR CONDIllONER RAILROAD TOP Of BANK TOE Of SlOPE NUMBER FINISH FLOOR DlAIotETER · TOWNSHIP 29 SOUTH · RANGE PINELLAS COUr~TY, FLORIDA SECTION 16 16 EAST 16/29/16/00000/210/0400 Anthony R. !1. E~~atori~a Dcm:c~o~::s G- C. BOYD 20.00' I '0'), '}.~. x, SL r ~ . . I"') o ;....., n ;~ Iw . n. '00 I' !:;~ 010 o Z DRAINAGE MANHOLE RIM-30.41' INV.(S)-25.99' ~'}. ..,p. x .p~ SHELL DRIVEWAY .. ..,p~ ..,p. x .,0' ..' .,<:>' x .,0').\ ; ~ 1 " Atv1PHO~ n)l1 FIR 5/8" ZoHVI ---- I- . LB 3889- ...l\ x <:>'b .,0':J"" .,0, ~e ~~ ~~ a~ U ( IN FEET ) 1 inch = 20 ft. ~ ;..... c-i <ot N ..t )( S89'27'56"E 230.00'(0)1 6' WOOD ______ FENCE WOOD SHED lP .,0' 10 o d ..,p~~ . h'), 0'1 10 ..,p' 6' v.ooo ~ g FENCE --- ~ 24.00 .,o'}., S89'42'16'E 180.22' (M) f;)~" . ~ 2oH~ ..,p~ ~ oH'I/ ~-rOLJS ~2 "elll' 20HVI (3)4 GRAPHIC SCALE 20 40 CONC. DRIVEWAY "h .,0' x "., "Ill .,0' ..,p' x b !D ~ c-i ,., VI ..,p-:" 1" ..,p' 16/29/15/00000/210/0300 Ernest A. !,l ~her'.': D. Lamouretn, 20 0 ~ 10 STORl.l INLET RIM-30.!l6' INV.(N)-26.21, INV.(W)-26.26' SEE DETAIL 'A' f/ . 2.5' TALL BRICK WALL l' ..,p' " ~8 X4> · .,0' in ,., I"i - ,~ ..p. ~ aO " el~US 11 o ~<:> 'l-Ill' X 55.81' N89'48'38'W (N89'27'56"W FCM4X4" LS 2512 6' WOOD FENCE Lot 1 Fro~k A. O'Amico. Jr. Johoi:~o H. D',!\.i:i:co .;-. "f" x 10.00' ~ '-... Ib~ .,0' X 0" .,0' X 0" X .,0' '------ 5' TALL BLOCK WAlL DETAL ~' (WEST FACE) ELEV.-30,S6 ELEV.- ELEV.- LEGAL DESCRIPTION COVERED CONC. 21.00' 1 STORY BLOCK BLDG. 1107 FF-31.60' f;) CONC. b ~'!J.,o'!>'}. A/C PAD CD ,,~ ori ..,p' N 1f) ..,p' tv1Pt10~ 4" eA " 20",2 e.." 11 ' 1;J , o 40.00' 83.97' . b ~~ '}.Ill' .p' o FOP 1" 16" '),0 ..,p. x f;)~'}. Ill'), .,<:>. x ,~ .,<:>. x p (Xl ~ >< Lot :2 tw1or:o:'1 Tho:":":~;o:'1 I 4 " ...0", ..., ",tor:'.' !J. A::Gj(~ Kcc;:or f~ THEf(',I,;OO~ P:(]~ 8oo~: 105, P<lga 28 t!Qill; 1. TYPE OF SURVEY: BOUNDARY & TOPOGRAPHIC SURVEY 2. DATE OF SUR'1EY: APRIL 13, 2004 3. SURVEY CREW: SCOTT WILLIAMS and FRANCISCO GARCIIA 4. ELEVATIONS SHOWN HEREON ARE IN FEET AND REFER TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. (N.G.V.D.) 5. REFERENCE BENCHMARK IS CITY OF CLEARWATER BENCHMARK NO. F -16, STAMPED: F -16, CITY OF CLEARWATER DISK, LOCATED AT THE INTERSECTION OF CHESAPEAKE STREET AND BAYVIEW AVENUE, IN THE SOUTHEAST CORNER OF THE INTERSECTION, SOUTHEAST OF THE BACK OF CURB, WEST AND NORTH OF THE BACK OF THE INTERSECTION OF TWO SIDEWALKS. ELEVATION = 29.53 REFERENCE BENCHMARK IS CITY OF CLEARWATER BENCHMARK NO. F-17, STAMPED: F-17, CITY OF CLEARWATER DISK, LOCATED 200 FEET:tNORTH OF THE INTERSECTION OF DREW STREET AND BAYSHORE BOULEVARD, ON THE WEST SIDE OF BAYSHORE BOULEVARD, SET IN THE TOP OF A CONCRETE HEADWALL. ELEVATION = 4.97. 6. BOUNDARY SURVEY PROVIDED BY CLIENT AND BASED ON SURVEY BY FIRST FINANCIAL SURVEYORS, JOB # UNKNOWN. 7. NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 8. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHT OF WAY AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. 9. THIS SURVEY DOES NOT REFLECT NOR DETERMINE OWNERSHIP, 10. ALL MEASUREMENTS, DISTANCES, ELEVATIONS AND FEATURES SHOWN WERE PERFORMED IN STRICT ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER 61G17-6, FLORIDA ADMINISTRATION CODE. 11. USE OF THIS SURVEY BY ANYONE OTHER THAN THOSE PREPARED FOR WILL BE AT THE RE-USERS SOLE RISK WITHOUT L1ABIUTY TO THE SURVEYOR. 12. THERE MAY BE ITEMS DRAWN OUT OF SCALE TO GRAPHICALLY SHOW THEIR LOCATION. 13. ONLY TREES FOUR (4) INCHES AND LARGER DIAMETER AT BREAST HEIGHT (DBH) WERE LOCATED AND SHOWN ON MAP OF SURVEY, Begin at the NW corner of Section 16, Township 29 South, Range 16 East, Pinellas County, Florida, and run thence S89'27'56"E along the section line a distance of 1338.09 feet; thence SO'37'03"W along the 40 acre line a distance of 266,14 feet to the POINT OF BEGINNING; thence S89'27'56-E, 230.00 feet; thence SO'37'03"W, 64.00 feet; thence N890:27'56"W, 230.00 feet; thence NO'37'03"E along the 40 acre line a distance of 64.00 feet to the POINT OF BEGINNING; LESS the westerly 50.0 feet thereof for road right of way. Containing 0.264 net acres, more ar less. SUNCOAST LAND SURVEYING, Inc, 111 FOREST LAKES BOULEVARD OLDSMAR, FLA. 34677 BOUNDARY - TOPOGRAPHIC - CONSTRUCTION STAKEOUT PH: (813) 854-1342 FAX: (813) 855-6890 SURVEYOR'S CERTIFICATE I hereby certify that the SURVEY depicted hereon was performed under my RESPONSIBLE CHARGE on the date(s) shown, and meets the MINIMUM TECHNICAL STANDARDS set forth by the FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS in Chapter 61G17-6, FLORIDA ADMINISTRATIVE CODE pursuant to Sflction 472.027. FLORIDA STATUTES. .NOT VALlO WJTHOUT THE SiGNATURE ND ORIOINAL. RAISED SEAL. OF A R..ORIOA lJCEN8a:) SUAVEYOR AND MAPPER". BOUNDARY and TOPOGRAPHIC SURVEY of 107 McMULLEN BOOTH ROAD, CLEARWATER, FL. ~{~ Dote FOR: F,B. 233 PGS, 48- 49 (DRAWING# I 4023.DWG 'I ( Project No,1 4023 KErrH ZAYAC and ASSOCIATES DA TE OF FIELD SURVEY I Checked/QC I CBA I I Scale I 1"=20' DATE: 4/13/04 lprawn I GB ) l Date I 4/20/04 Revisions Date By " :.1: ',/J! ,.. '~l .' ,; I \~ ~<t_ ~ i i .' .:' 't.t~:,)f. ,,' i. } ,'\ i 'C " , ~ t ,,' . > ~.l i ~ - :~..'-::TI~JI-:-' R00F & LU\r.y C.R/I( " f,,:::U:::~ T:- P[\1/\lt, E"< ,WI:, Wltil'i'VV': :U RM41>~ .----.. I.. ''''''-, - (.) c: E 8 -.---- .-..... --, .\, d . I ,\ \.\ f ' ~~, F I) :^. 11 J NEW 40 YR. JIM '3HI\JGl.F. N[~W C/dL[[) Fe/)r'. ~~EV; :::f-' t'i!~LE COLUR 1'." ~/,^, ru.., r~\I:-:rlr~::~ - ~ :::J <.) Q) :!::: ..c::. ~ <C en a> ..- CO -0 o en en <C ""C c: CO L- a> (.) c: Q) ~ en ~ ~~ N.... ~ comB ~ Cl)Lt)'r"C:: () > I'- r-;- Q) ~ <( C") N Q. l!! C") ~ en j ..9! aJ _@ It:: 1:: "c "'- en N '6 ~ -c: N ....... ~ ~ ::E ..Q "'- en 8 J S~J:~~~ Q) OCl)()o ~ :; (/) 10 0:: .c '2 t)Lt)~<{~ Cll Q) N aJCI) en ~ ~ ~ 'r"_~Q) ! -5 u~g (/J '- "'- CI) u <( NO. "'-en ~ en c: .- c: c: tU 0.. [>:i"~TI\J(; RCJOF & [JARI': ':-;R/I, Y ':.H Nc;~.E':: TO kEM/\IN '.'ii ;. , '1\" :,[' ;; ','.',: II I ., ... ,....,......, i";\ i r: I, ,II. . ~', [ ,) .^.,I r:: [' XI ," T: '.j ,':, :r,E, N: I~. i\ . ] D.; j, ':, f. fJ/ . I ;:' 1\ i 'J H [', ~ i\l ; f.J r ! c,:, Ii:.: ' 1.1' i,1 i, ~ \' i , ' ,I It., ; 1.1' I; I ;, t, '.1 t!." r:: f ,) [ : , " I,' f .l i\ :.. L t':- /I' I'~. WI ~.JL:' I',^, /il:f' 'kIN l)()',I;': VI'I'H VI~.i\':\l , 'L. '\'.<;. :J r.. let" Cr ",:r f- :\IF, /\ ':; . f;'t:''[; ['1(;(;10:: \'J ~;.'~A "j;,:r,Tr~', 'Mill SOUTH ELEVATION WEST ELEVATION SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" <l: <r ~ w Uco zo WI'- o.......:r (/)0 ,0 '0:::: z< w I 0... W t- (/) .,-- '.nn_ -~~'.;r--' . ;.._.....~_,.-:h...~, '-:~i.:,"" ..,...~...,.,~...,...~, I;\i.: t'":: ,;.~ '1 :;:'g l'i:;:~"-"""""""""7 > - r: . :." H" ~ :' ,"F . " , ' ~ " : ~ ,! ): " r "'1': . .... n., ......, ....." ..~.._ n.,.......~~...._........, _...- .. , ' ,"'1 " " , I I _....- ,~/---_.. Nt:W 40 m. DIM. S~~INGLE. // NEW GAOLED FW:X. NEW ~~HINGLE COL(,R TC M,'I T'....H F i,1':,m~c . " ~ ~ ~'. r f- '\. i 1/. i :; " , " t' I, ;Iil':; r! I, I "'" \II~ A 'j:, I""!'! \V/\I! .. :', f~:n FT',1'.- '.T''') (!) Z - 0 .___..u___..___._. ....J - en ::> z m 0 - W l- e( I' (j > - W lJ.. ...J lJ.. W 0 0 >- w 0:: W w ~ 0 (j Z - w :I: 0:: .,~ . . [,; cli"L'. f-.'(lI)F ,-Jo '),~Pk ~~H'j(;U:.::,IC: [',;U'v:,;\!f'l '-,', r , "\'r, . , I I ;n ~,,1,), I t,i':T,:, ',', : . -, ~, ~~. ~'.'., ~~ :.If ' ;'r ! 1_:' . NORTH ELEVATION EAST ELEVATION Drawn COB SJS SEPT. 15. 2003 AS NOTED Check NOTES: 1. PAINT COLOR TO BE TAUPE 2. WINDOW TRIM TO BE WHITE SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" Date Scale Job No .::r .....-:> -r.") c-: r- - ,- -- ? --, Sheet P1 fi"' -- - / 12" SHRUB HI-POP SPRAY HEAD OR 6" TURF POP-UP SPRAY HE-AD FINISH GRADE, 1/2" MALE ADAPTER OR ELBOW. AS REQUIRED v :j\) :~E) 1/2" TORO 'FUNNY PIPE' LENGTH AS REQUIRED L 1/2" MALE ADAPTER OR ELBOW. AS REQUIRED, PVC LATERAL LINE, ~ PVC SCH, 40 TEE, pop-up SPRAY HEADS --------DQOR,CLEARAN)CE------ (1.3 MINIMUM llCC CON1ROLLER METAL CABINE1 = = ~~q;() o lbdI 0 m \~~/ Ig I'=" r,= '== / V MODULE AND 'MRE~ / ACCESS PANEL,..A: 'C (.3/4") CONDUI1 FOR 120/23&-VAC CONDUI1 FOR VALVE I'<1RE CONTROL TIMER ASSE~IBL Y - r CONTROL VALVE - - r CONTROL VALVE - r CONTROL VALVE - r CONTROL VAl.VE - ZONE #5 - 12.7 GPM - 1" CON TROL VALVE STATIONS #6 THROUGH #8 ARE OPEN ZONE #1 ZONE #2 ZONE #3 ZONE #4 - :~I) ~ ,. '4 ,., " ... .. . T".: .-'~\' : . . . . ..' .. ~ , E ~ N Iii , K';"':'~!"', ~." .. . :' ,I' " . :" ~ '. .. .. .. ... :,,' ..l' ~ , . :.' J.~. .' :. 44 . ~ :~.., ~ , .f . ,...... .. :.. .... ~ t: ::> ~ ., ' ~ . . ~..' . .:~: ..' M .:. I ~ I '" ;;; ~ o 1:: .5 (I) t: 8 'f "'" u ~ ./" J~ ~~ ~ .~ . . ::>~ , . , ',' ;. ., . . . , , . 12 GPM 15,2 GPM 18,7 GPM 20 GPM STATiON Nc{]i]] VALVE SIZEi.011JGPM VALVE SCHEDUl_E I 1 l.J/ / \ 1/2" LJ (J . ':.'.~ t.'., . .~ ..' ~ ,b"'~""~ . "",,' . :. ...", '" ,. '" ~ ,...... '.d ' ~. I . '. " .. ,',;.'~"" . .'"... I I I . " ICP. I () I /\ L/ 1/2" / \ L.J .. "," I ~ I I 55.81' 1 /2" ~ -. ..... . ~ T " ~ __0 / - - ROTOR - SPRAY - SPRAY BUBBLER - SPRAY o ,~ . "h:" ..\. /, , ' ., 4. . o _6 -(1/2") E~T S1AKE PAINTED FLAT BLACK ,\ ,-r.\.;' \ ' " ,'."oJ f ,: t.\.. ';'\),1,:", '\'l ,-.' I.~~.--~~\.( ~ . "'-;<-~ ~.J .~} ,:"'.1 I ,':. ,i ' i --,f '.: I ,4 \ . "r .....-.~--, I,', ,1' ':1\ } 'i 1 :~',:~':'" {1\<.I~:'!}'.tr~~. ~:)\:; '. .~ .~.. . J~ '\ -t';\ ~-. \'l!~~.:t~ --\' ", ,'\'~-!" ',"" ' '-~i\ '-1 ;.... \'..' ,I -' J ,. \'~\'j":1\~/ ",~' ',~()tl.'J';' ,1\-\:, ,"jl,1 '/ ,;' f,_ ',./.<:~- /": 4::,1r'" ~_ ' ;:/11.. ( :::,\ , '''~r RAINBIRD 1400 SERIES BUBBLERS I I . ~ (TO BE INSTALLED OVER \ \ Ji' !;\. '-) r~:::Ts:::: : .,..-;f · (TO PVC LATERAL) I ~~~i 1: ~~~ \ ~ ~' ~', /~,;/ l(1/2") FLEX PVC '- I 06 ~. ' ,I ..., '..0_ ~ ~ '/. '. " i~ ~ \ SHRUB HEAr> u.~ ,~ III (4") ~ ~ SHRUB~~ I- pve RISER (ADJUS1 RISER 10 PLAN1 HEIGHT) PL'S" " STP'..-[ _lD -- - - -- ~ LA TERAL LINE II [~lJ Ii U TORO 'FUNNY PIPE' - ~B) SOD STAPLE FINISH GRADE, (TO PVC LATERAL\ =:J (1/2") FLEX P 18" I/c I~ BUBBLERS ON FLEX RISER MOUNTED SHRUB HEAD :r) PVC MIo.LE ADAPTER REC1ANGULAR PLAS11C VALVE BOX MAIN SUPPLY LA TER AL MAIN SUPPLY. LATERAL AND WIRING 1 20 VOLT 'MRING REMOTE CONTROL VAL'.1: WI1H CHRISTY 10 TAG ATTACHED TO WIRES, F1NISH GRADE; COMPAC1 SOIL AROUND VAL'.1: BOX 10 SAME DENSI1l' AS UNDISTURBED SOIL BALL VALVE PVC SCH, 80 NIPPLE (TY1") PVC SCH, 80 ELL W1RING ..,' \ jft<t s.1 '~-.-,"\ ~<t r,,::;:- ",,\ ~ "@J.-",LATERALI,"I>:,, . . ' .\ ) " , \ ' " ",' ',', .," . MAINLINE /:, . },.. ---'1>.. "'- ",- '.n if' :-1 1 ~.'," PER LOCAL -'it. .' :.J CODE '.L ;':~1't: <::,~ ~I ~ }~> (I. J (-Y":" ;- i! ill i L-F- [' ",._ .L _ _. ., -41~ .".,..... t I' . ~ . l ~ rlJ ,,("1') ; 1~ " '11-1 I III' II, 'Ii. ;! '! II" i ,I I (I I 11/ ) \\( '1'-:'\, , .-_J F-l , II/INSTALL ALL 120 V ! ~ '---;0) \ ! I " WIRE IN CONDUI1 I! I'>.-'-;! ,I I \ PER LOCAL CODE I . _ . I; I - ~ I I \ ,II i III11 \ i~j(J SNAKE ALL PLASTIC PIPE INlO TRENCHES AS SHOWN 3/4" . PEA GRAVEL; 6" DEPTH t.lIN, INS11o.LL FILTER FABRIC ON BOTTOM AND SIDES OF GRA'.1:l. BRICK '0 Pye SCH, 60 NI PPLE MAINLINE F11T1NG ALL MAINLINE SHALL BE IN STALLED PER MFC' 5 SPEaFICA nONS, ',f,": I, .' PROVIDE A 20' LOOP IN WIRE A 1 ALL CHANGES IN DIRECTI~ GREA TER THAN 30', REMOVE TIES AFTER ALL CONNECTIONS HAVE BEEN MADE, '..! PVC MAINUNE 1APE AND BUNDLE ~RING AT 10 FT, O,C t.lAXIt.lUM, PVC LATERAL UNE; USE ELL'S AS REO'D It.lMEDIA1EL Y OUlSIDE BOX TO TRANSlTI~ TO REQUIRED DEP1H i/G " CONTROL VALVE ASSEMBLY 1. HK>H pop-up '>PRAYS/ROTORS TO BE UTIUZED >S REOUIRED A IN PLANTING BEDS WHERE SPRAY HEAD IS IN LOW PlANTING OR GROUND COVER (I4AruRE PLANT HEK>HT IS l' .. 16'), B, IN PMlKING r:;LANDS CONTAINING GROUND COVER PLANT1NG. C. WHERE IT I; ADVANTAGEOUS ro CONCEAL. SPRINKLER HE"-O DUE TO H~H PEDESTRIAN TRAfTIC, 'ASlElLITY. VANDELIS/o.t AND MAINTENAf'.KE INSTAlL SPR~y HIGH POP ON RISER TO THE TOP C*' TH'. SPRAY BOOY ELEVATED TO THE TOP OF 1HE PLANT >MTIRIAL. 2 RISER MOUNTID ~?RAY/ROTOR HEADS SHALl BE UTILIZED AS REQUIRED, A, IN PLANTI"" 'EDS ADJACENT TO BUILD NO OR STR\X:TURES ONLY, B, TO BE 6" 'B= PLAHT HEIGHT, C, NOT TO BE INSTALLED IN P_ING ISLANDS. AlONG WAlKS, CURBS, ENTRANCE <C'DS OR ~RE HIGHLy VISABLE D RISERS TO BE or SCH 40 PVC AND PAlNrrD su.CK 3 C~4N~t:~ IN !-l~ .) N_ACEMENT, SPRAY OR ROTOR suasnn.mo"'l SHOULD ALWAY: ,E DONE TAI<ING INTO CONSIDERATION: .. WHAT IS BrSl FOR T}<E GROWTH AND I4AINTINANCE OF lHE 'SOD AND PlJ'jH MA TERw". B, 14>JN1A1NING A CONSTANT AND EVEN DlSTRIBUTION AND PRECIPITAmN RATI, (NEVER INSTALL ROTORS AND SPRAYS ON THE SAl.4E ZONE,) C THE SPACltlG B[1WEEN HEAOS SHALL NOT EXCEED 5011 OF THE DlAME1ER r~ HEADS SPACED ON A SQUARE PAffiRN OR 50:1: OF THE DIAMETER FOR HEADS SPACED ON A TRIPNCULJJ' PATIERN, 4, AUTO~ATIC CCWROl TlI4ER LOCATION ro BE VERIFIED WITH ARCHITECT AND/OR OWNER IRRIGATION CON1RACTOR TO INSTA!.l AS ~ANY ADDlTIOHA.l CONTROL WIRES AS T}<ERE ARE OPEN STATIONS ON THE CONTROL TI~ERS; (T~ ENTIRE lEI<Gm C*' 1HE I4A1NUNE) rOR POSSIEI..E FUTURE IRRIGATION, :~J) TRENCH DET AIL 5, pop-up SPRINKLER HEADS SHAll. BE INSTAlLED: .. J' 10 6' FROIj EDGE OF CURB OR SIDEWAlJ<. B, 12' TO 16" rROM EOOE Of' PAVEMENT (WNERE NO CURB EXISTS), C, FlUSH WITH FINISH GRADE, ... - DENOTES (2) RAINBIRD 1404 SERIES BUBBLERS INSTALLED ON (1/2") FLEX PVC C9 - RAINBIRD 1806/1812-SAM-PRS-150 POP-UP SPRAY (15'r) QUARTER NOZZLE 8 - RAINBIRD 1806/1812-SAM-PRS-15H POP-UP SPRAY (15'r) HALF NOZZLE @ - RAINBIRD 1806/1812-SAM-PRS-15TT POP-UP SPRAY (15'r) THREE QUARTER NOZZLE 0- RAINBIRD 1806/1812-SAM-PRS-15F POP-UP SPRAY (IS',) FULL CIRCLE NOZZLE 0' - RAINBIRD 1806/1812-SAM-PRS-15EST POP-UP SPRAY (4xI5) END STRIP NOZZLE -0- - RAIN BIRD 1806/1812-SAM-PRS-15SST POP-UP SPRAY (4x30) SIDE STRIP NOZZLE ~ - RAINBIRD 1806/1812-SAM-PRS-12Q POP-UP SPRAY [12'r) QUARTER NOZZLE e - RAINBIRD 1806/1812-SAM-PRS-12H POP-UP SPRAY 12'r) HALF NOZZLE . - RAINBIRD 1806/1812-SAM-PRS-12TT POP-UP SPRAY (12'r) THREE QUARTER NOZZLE . - RAINBIRD 1806/1812-SAM-PRS-12F pop-up SPRAY (12',) :-ULL CIRCLE NOZZLE C9 - RAINBIRD 1806/1812-SAM-PRS-l00LA POP-UP SPRAY (10'r) QUARTER CIRCLE NOZZLE e - RAIN BIRD 1806/1812-SAM-PRS-l0HLA POP-UP SPRAY (10'r) HALF CIRCLE NOZZLE 00 - RAIN BIRD 1806/1812-SAM-PRS-l0FLA POP-UP SPRAY (1 U'r \ FULL CIRCLE NOZZLE ~ - RAIN BIRD 1806/1812-SAM-PRS-8QFLT pcp-up SPRA Y ~b'r) QUARTER NOZZLE e - RAIN BIRD 1806/1812-SAM-PRS-8HFLT POP-UP SPRAY (8'r) HALF NOZZLE . - RAIN BIRD 1806/1812-SAM-PRS-8FFLT POP-UP SPRAY (8'r) FULL CIRCLE NOZZLE ~ - HUNTER PGJ SERIES (6") POP-UP ROTOR (2,0 NOZZLE Qi..,,"itR C.IRCL~ Ib1I - HUNTER PGJ SERIES (6") POP-UP ROTOR (2,0 NOZZLE:) rl'L:' CIRCLE ~ - RAINBIRD PESB REMOTE CONTROL VAL \IE WITH PVC BAL!. '>',^L'/E INSTALLED IN AMETEK 12" RECTANGULAR VALVE BOX (BALL VALVE SAME SIZE AS ELECTRIC VALVE) [2J - HUNTER ICC-800-M (OUTDOOR WALL MOUNT) SERIES AUTOMATIC CONTROL TIMER W/HUNTER MINI-CLlK RAIN SHUT-OFF (POWER TO TIMER BY OWNER) _ _ - - - CLASS 200 PVC SOLVENT WELD MAINLINE W/PVC SOLVENT WELD FITTINGS (SIZE AS INDICA TED) DRAWING IS DIAGRAMA TI(fffLD VERIFY EXACT LOCATION OF ALL PIPING PRIOR TO INSTALLATION - CLASS 200 PVC LATERAL ZONE(~ PIPE PER INDUSTRY STANDARDS - FLOW NOT TO EXCEED 5 FEET PER SECOND,) m - (1-1/2) HP SUBMERSIBLE PUMP (GOULDS 18GS1S MODEL, OR EWAL) INSTALLED IN 4" OR S' DEEP WELL PUMP AND WELL CAPABLE OF 25 GPM @ 50 PSI 6, FIELD ALTERATIONS >MOE IN T}<E IRRIGATION CONTRACT ORAWING ~lJST BE IN THE BEST INTIREST OF TliE PLANT I4AlERIAl. SOO AND LANDSCAPE IRRIGATION SYSffioj, CHANGES I4ADE BY THE IRRIGAnON CON'TR.AC10R WHICH ARE DEE~ED, BY mE ARCHITECT AND/OR O~ER, NOT TO BE IN CONFORMITY WITH THIS CRITERIA 'MLJ. BE REMOVED AND REPLACED AT THE IRRIGATklN CONTRACTOR'S EXPENSE, IF A OUESTlON SHOUlD ARISE AS TO THE BES1 WAY TO COMPLm A nELD AlTERATION, CONTACT THE MlCHITECT AND/OR OWNER fOR APPRDVIo.L, 7 OPEN CUTS IN ASPHALT, WALKS AND/OR TRENCHES ~UST BE PROTECTED fRON \lEHIQ..E AND PEDESTRIAN TRAfFIC AT ALL I1I4ES, 11 WILL BE 1HE IRRIGATION CONTRACTORS RESPONSIBILITY TO BARRICADE "NO DrvffiT TRAFFK:. e, THE IRRIGATION AND LANDSCAPE CONTRACTORS SHAll. COORDINA1E lHE PLN:EMEN1 Of' THE SPRINKLER EQUIPI4EN1 AND LANDSCAPE MATERIAl WITHIN THE PLANTED AREAS, 1HE IRRlGAI10N CONTRACTOR SHALL INS1AlL HIS ~ATERlAL AT THE EDGE OF TliE PLANrEO AREAS AVOIDING PLANTS, ROOT BALLS, LlGHTI;, BOLlARDS. FENCES. ETC, 9, DON'TRACTOR TO SIZE ALL LATIRAL PIPE: PER INDUSTRy STANDAROS (FlOW Nor TO EXCEED FrYE FEET PER <;ECOND) 10, CONDUIT FOR CONTROL WIRES TO BE (1") SCH, 40 GREY ELECTRICAl PVC, :K) GENERAL NOTES 1\ 'L../ /\ 1/2" - .... .... .... '.... I. '~ '. ... . . . ,.: ""~~1-. ..... .'<1.. . . / ',\ . ",' .'." '." '\'"./'. ~ .. ..;( . 1. A j' ". ' . .0' . '.' 1 r2.. ;..~., I '. ..,,' .',\ 7. u 8 '/';" .',',.:~y " ..... .. . ' '. .... I..... '" 1 / ),.t, " "" .,..-:<': ... c... C/ )k c/ 1/2 f"L-8 "1)/ ? /3/4" ;/2" 0 - - MATERIAL LEGEND 1/2" 3/4"~ '\ \ L/ r\ ...L/ /\ [Q \ r-- ,-.J x 3/4'~ \ '\ \...J '1'-7 \Ja/2" ~' , '. '''iA''''X,' . ....;A.;.1 FL':"',' "'/: '.' ::>\ .," .' 'V, \' ], o / \ Y 3/4" /' '\ . \..J ./\ \ / /\ \ / 3/4" #1 117:12 NOTE: POWER TO CONTROL TIMER AND PUMP SUPPLIED BY OWNER, 3/4" ~ -.:J . . ..... " . ' .' o '\ eC 1/2" - - - - .~ "". .- / ~H / I .. . " I'.,.:.{'C; ,-, .. - ..- ,--:-~ . . k :~~<<>:.< ....::\;-;, '> <.:"<:, " >"~ '>." 12" MIN I. . '<1 I' .. i' v / L III ~D) SIDEWALK, CURB. ROAD EDGE, ETC. ROTOR POP-UP HEAD, (HUNTER PGJ SERIES) INSTALL 1" ABOVE FINISH GRADE, FINISH GRADE, GRAPHIC 10 1 ( IN FEET ) 1 inch = 20 20 0 ~ SCALE 20 I MALE ADAPTER OR ELBOW; AS REQUIRED 3/4" TORO 'FUNNY PIPE' LENGTH AS REQUIRED, MALE ADAPTER OR ELBOW; AS REQUIRED, PVC LATERAL LINE; SEE PIPING/WIRING DET AIL, PVC LATERAL LINE FI TTING, POP-UP ROTOR r- LEGEND 1. 4" OR 5" '\'/ELL CASING 2, OPEN HOLE 3. 1-1/2 HP SUBMERSIBLE PUMP (GOULDS 1 BGS15 SERIES OR APPROVED EQUAL) 4, DROP PIPE (GAL V SCH 40) 5, JUNCTION BOX 6, SUBMERSIBLE CABLE 7. GALVANIZED TEE 8, WELL SEAL 9. GALVANIZED NIPPLE 10, GALVANIZED UNION 11, CLA-VAL IIS~ PRESSURE RELIEF VALVE (3/4") 12. PUMP s1'A TlON CONTROL PANEL 13. NIBCO SCOTT T-113 GATE VALVE 14, GALVANIZED PIPE 15. GALVANIZED ELBOW 16, rvc ADAPTER 17. IRRIGATION MAINLINE ~ ? · 13 · ~ j=~<p 1e ~ III I III' IHI I l~- I - ~ ~ (2'" """U" '-e '-- -{';~ :.. , ~ ~ if == ~~V Ie - ~H) - \~ ~ \ e \ NOTES: 1. 4" OR 5" DEEP WELL APPROX 200' - 250' 2, 1-1/2HP SUBMERSIBLE PUMP, SINGLIE PHASE. 230V PlJMP STATION /\ LJ 3/4" ,/ \ \..J I o " I "'- 3/4" ~) 1'-, (/ I ,. ~, '. '< " r" I I 3/4" " > 1" I I I < 0 .'--1/2" -- , ( .ri"' c::::/ 40 I ft. t" [" :;(;0/,: l ~ k I " J j~ ~.1 ~ I lOr] Me IlaI j.) l/_ ~~~ ~~' . '-J z z .Z U:5 zo- - ~~ 1: ~~ "I- U5 O~ V)~ V)(j ~IJ) uD D U 5 ~'" ~ ~~ >- ~ @cs ;:) z ~- ~ <~ "I ~o lLJ ~::C lLJ ~:l :cz~o '-J :;;2 1- z ~:2 - lLJ ::l uJ -l ~~ '::L ~ ~~ ~ ~ ~ U t---i ~ w ~ <( Z l- t) W ...., o 0:: ll.. SHEET >-< ~ ::::s::::: L:> I---< ~ ::::s::::: L:> I---< p:::::; E--< ~ P--. ~ > I---< p:::::; H ~ p:::::; o ~ E--< >---f .......:::l P-. en LC:l l:-- l:-- ....--i ~ 8 ~ @ OOl/')(j gg~< ~~~ R~N r--:~2: ~~6J .'l ~ Z ~ o~< E:L"-~ l:-- l:-- CD ~ OJ <:::r:: H >---f p:::::; c:> ........:1 r:::c..... p:::::; <:::r:: ~ C/) Q ........:1 c:> z ~ ~ ~ z o t---i ~ ~ o t---i ~ ~ ~ w ~ <( Z I- W W I (f) >- 0) z o F 0.... 0::: U (f'l W o ~ <{ o o z (!) z a::<( <(0 ~gs ~~ 0<( Wu., ~o Vi...Jffi [/)<(W [/)Wz W[/)(3 ~~~ :::J[/) o~~ :Jmll:: <(:::i:~ >W[/) t-w(3 ~F~ ISSUE DATE: 06.17.04 C) ~ ~ ~ ~ ~ t---i ~ o r--=1 ~ 'I ~ ::::t I ::: ~n '., \::'/ ,,' /c., \ S2. 2~' h, '"'-gm , Illt( :ti ":.. BRICK-~go~\ o~o~.&:l"ooi ,,', ;'1 ~~8~~~oa:'~g 80oo~8~o'9:"=" , 00 0 "I ~odJoO ~nlQ. - _w -.. ~" ~A--~"- ~ I Co'" 01 3/4' lilllilJ 3/4" "\ 3/4"V T (I I~ ./ #' ... ~ (~I -1-1- :3 1#;1121h,~ .I~ " 3/4" r 177; : l~.l J L '= ~ ("\ 1 " rl\.--.fiL ~ ~ 1'--1" E ,'/' L 3/4" 1-1/4" ',,, XISTING MEDICAL "".:>: 1-1'4'" ~ C ~1/2" OFFICE SLOG .. . J' 1-1/4" MAIN .L 2 ) EXIST FFE=31.60 :r~ " f7l5l- ~MP/WE1L~"" 1" 1 3J4" ,I 962.75 SF CONlROl nMER_~ 3/4, ~1~ [Q ~ - [Q C~ V1'0 (J 0 \ 0 e ~ 0 ' 'LB ' L ~ ~u_..2_u_u~ r r.-u-.::.:.-.-.-.-.-.-.- -.t\~RE-PATW'iFr(fTCON5UffJ _u_~_u_..J 3/4" /\ .... /\ /\ 3/4"-1 0 -Q 3/4" -f;;f \ .I / \. .J . --'- -- -- -- - 1/2" 3/4"-1 ~ U ~ ~ ~ o ~ ~ ~ ~ ~ 0::: ~ W r--=1 zU o F <( t) o ....J l- t) W ...., o 0:: ll.. Q:W>-(/)-OZVI 1-1