The URL can be used to link to this page

FLD2003-02010 (2) FLD2003-02010 1353 PARK ST H MELESS APARTMENT COMPL X PLANNER OF RECORD: WW ATLAS # 287B ZONING: C LAND USE: CO RECEIVED: 02/18/2003 INCOMPLETE: COMPLETE: MAPS: PHOTOS: STAFF REPORT: DRC: CDB: CLWCoverSheet R[h~ ~:: \1 E D Fr.: 1 8 2003 PLAN/\Jllh.A 'J> .~c-> l....LUPMENT ;:It_ {VILes f;lTr (jl ," LI'.;\M~TE;"D I' It . F. HYD. hF'C'M.4" 100' j; 7 a ~ c. '- "' I{) "It . ~ N ~ ~ ~ CLEARWATER Hm W'0':';;;7573:, , . . j~J I ,8 INTERVENTION PROJECT 15 ',29 ~[c.__' _._,TWP. S, UNG. 15 [ . ~~y PARK 18" RCP STORM DRAIN -......... I \. ~'> ,r ( 50:0' RIW )- -- STREET t: t o Ifi M ~ en Z ~ '~ ~ ~ , -- ..... 8"VCP SANITARY SEWER liNE-.-/" " ~\.,,>'b 6" D1 WATERliNE "....'>/ 25.0' ;Vd'J>, ' "d'. ;o~ 25.0 , " , , ~ . , I , . . . - . , I , l' , . ( I ( I '"I ~ .:.-' / \ :> a .... ~ I It!: . '( ~ t::l . 30 0 60 00' . I . ,,' ,,~~ ~)r.L~. I' . .' : f..):,:4 0.2' . PALM TREE' "'j, ,,~ O\~.. <J. ~ ....q . , ~, I I, ~I 0\ .... 3.0' 23.7 7.1' in M ~ l"l ~ l"l ~ fl1353 ##1357". 1 STORY FRMm c:I M l"l 1 STORY FRAME . \.-...... ... ,...... . I. I _- , I . r ( 2 17.0 13.1 1.4 , 2.87' ,,- ~ . - I . l ~ ' - " :' CONC:' I ' , j : J { \. .... .., . ~ ~ ~ "",\ . '\.., t,. , t. ~ .' CONC." i ..-l 'I . ",,' .., " t I (. . I. . , . 'b ~ s ~ c. to- r-: .{ .. I,:' .. . 1- ( I' . -'. " ltl 7.'5 2.4 .. '/'I~ ,,',~ :!l N o '5,7,,''5' ~ ~ I ': ~uo ~' :,': 'J:..~ 2= ..:lI~8' E ::{ ", . < '_~~~ ~.o_1 . , ,-. I I ':, "',.<.. "CIT.T~~. ',.. 4 . f '\ '. 0.2' ~ ~ , o N '., t'\ 13.5 . I , 24.3 5.8'5' ~ 10" C1T. Tlum 6' 5" 3 , ~ 1 , ,.. I . ( (!) 6" CIT. TREE '/ " , ,~~ - , ~ . ", I ' . I ."'" '"'~. .. . (' . ' "4.'5' ,,",; d ~ '. . I l. , '. 24.0 24" pAK TRitE (;). " ' , " .....' I BLOCK I ~ itJ o O.S' 1 STORY C.B.S. ltl ... ..; .... ltl '1 .... M "6" r';~ o. ~''Y 25.0' 25.0' I ~~. , , f.. ,F'!:R. Y," ~ ..r. 25.Q.. .~: CL~ ~!?:O --, - ----- --.----,,- - ';r-- ,. . .-.. ..,-- 1 p & m 6' W/F----- t F.I.R. 518" 24.0 . ,~. 'b- " F.e.I.R. y," ##3138 . (, ,. ~- - .,- ~r 105.00' "BOUNDARY SURVEY" f.I.R.-fOUND IRON ROO; f.C,I.Il.- fOUND CAPPED'UION ROO: S.C.I.R.- SET C^"Pl'O IRON ROO: f.I.P.- fOUND IRON PIPE: LCGEND: f.CJ.P.-fOUND CAPPED IRON PIPE: f.N.D.-fOUND NAlL "DISK: S.N.D.- SET NAlL "DISK: f,C.IA.- fOUND CONCRETE MONUMENT: ".R.IA.- POIl.tANENT REn:nCNCE MONUMENT: P.C.P.-PEmAANENT CONlRot. POINT: P.I.-POINT Of INTERSECTION: R/W _ RlCHT Of' WAY: o.CV.- [l.(VAllON: C.O.S,- CONCRETE DLOCK SlRUClURC: CONC.-'CONOlElt: ASPH.- ASPHALT: PAvr.- PA\'Ol~r: ~ COV.- CO'4ERED: D- DEED: sec.- SECTION: lV/P.- TOYl1fSHIP; RCE.-.RANCE; P-PLAT: 1.1.- MEASURED: E$MT.- EASEUENT; l~JCovmED AREA 11.- n"nlU~: A.- ARC: e.-CHonn' c.n." CHORD I1EARlNO: STY.- :lTOOVl e.l.r.- CIl"IN LINK f'ENCr.' w.r._ v.uoo FENce .... -LOTS 3 t 4 . 5 AND 6 . BLOCK "6" , OVERBROOK SUBDMSION, AS RECORDED IN PLAT llOOK 8, ,rACE 23 , OF' 1I-1E. PUBLIC RECORDS OF' PINELLAS COUNTY. FLORIDA,'(~: I. MIlIAM c:. IlCAlIlIC, lilt SUft\O'Oll It R[SPl>>l5lDU; QrAllct:" C(JIlIfY IlIAT lilt SlI'lvty /lO'RUtNltD 1101[00. AS W[(TlNe lilt UINNUII ltOINlCAl"SIAHDAIIDS sa Fatm BY .' 1IIt nORDA lOAIlO 01' lAAD !IUlI1It'Rlll1, I'VllSU,,"f 10 Kcnoo t71.D27 01' 111( 'LOlIIDA :lTAfUl(S AS I'JI(SCIlIII(p IN 01""101 IICI1-1 DO'f. 01' i'Rof(SSIOHM. /IDlULAfIClH: (IIOr VI\UO UlA.LSS ICAUl) Mnl "" (lfOOSSro SUIIW:von'S KAt .' '. , .', [Ll:VAlION SlATEM[NTI 'nIIS IS TO COtllFY lllAT WE IlAIIt ODTAlNm ElEVATIONS S1IDWN HtREON, Of Tilt ADOIIt DESCRlOED LAND. THtiE.I:~MJ\lHS-/'\'~",;' . .' S110Y0N IlERCa. ME BASED ON 'nIC NATIONAL \t:RTlCAL DAlUlA, lD2D, BENCHMAlIK . SUPPUEO BY nil: EHClNEDlINC, j~ T $: .... ",,; '..... OCPT.. COUNTY, flORID.... flOOD ZONe D/snNcnONS NIt: DASED UPON, ;niE fEIJERAl. LUlJl~CY MANACEl.tENT ACENC~S l.lA!.S IS~UWt'o:tl~ .: OUC 10 INCONSlSTEHClCS fOUND IN Tllese u.yos, 1I1E :ZO~ES ARE AN APPRDlCIUATE tSlIlAA1l0N TO nit nEST or OUR ADlUTY. ,: t"" ..,~ ". ~ ,.r .,' ",' COMIAUNlTY No. 125096 PANQ. No. I.lAP DATC:. 8-19-91 . ;. n~'fldOo t;lEVAlION" 0016D :.,:' "', i4"i'2)." ::.' , >~ ..,." ~, ,] ^ SURVEY OF': DRAYl1f UY: atCCl<EO DY: K.W. OA1(: 1-28-03 ALLIED SURVEYING 2118 ( DREW S1RE(T CI.:E^RWA ttrl, flORIDA. JJ765 727-446-1263 ~~ . , -'I ",\ If ,~ . r" ,,~ j r j 1... ,..:;~, ,o.~i! ",c,: . ...~ ~-;'~~I'j;L KI':~TINr. ,f.'"."."'d.", ~:'I\/ -':') r (1":':1 . ", ~^:...lr' h'#/:",J 1t,J" ,~h:.,'_'I,J. ' W.K. SCALE: 1" = 20' / ,: / / / Architect: Arch/tecivre 6677 13th Avenue North, Suite 3A St. Petersburg, FL 33710 \ .' I~ ~ PARKBROOKEAPARTMENTS T!~ANSITIONAL HOUSING I ... Locati~n Map (NOT TO ECALE) FILE ... . . Project Description: -Construction of a 5,271 sq. ft. New Social Rehabilitation Facility (Building #1 = 2,273 sq. ft.) (Building #2 = 2,764 sq. ft.) (Ancillary Structure = 234 sq. ft.) Residential O,ccupancy - Group R2 Type \/1 Construction (Un-SrJrinkled / Un-Protected) Flexib'e De lelopmer.~ Application Requireme Its Civil Engineer: Nonhside Engineering Services,lnc. C1Vl L · LAND PLANNI NG · ENVl RONMENTAL · TRANSPORTA nON (727) 443-2869 Fox: (727) 4-46-8036 E-MAll.:NESTECHOMINDSPRING.COM Structural Engineer: Electrical Engineer: MASTER CONSUL TING ENGINEERS, INC. TK Nagle Electric ~ \RCH 17th, 2003 2907 W. Bay To Bay Boulevard, #201 P.O. Box 188 Tampa, FL 33629 Placida, FL 33946 Genf.~r(ll Notes: All work st'ail conform with ihe latest adopted editions of the Floric:3 [.1;:' '.;ng Code and all other applicable local, state, fede:,ai CtJU'~s; afld all authorities having local jurisdiction. Maintain all fire ratings, existing bearing structure, and exterior walls. The contra.ctor shall submit in written requests to the architect, iL advance of which altering elements that effect the structural integrity, or the integrity of weather exposed elements. Sheet Index: AO.1 INDEX SHEET C2.1 DEMOLITION PLAN (NIC, FOR REFERENCE ONLY) C3.1 STAKING SITE PLAN L 1 .1 LANDSCAPE SITE PLAN L 1 .2 LANDSCAPE DETAILS A2.1 BUILDING ELEVATIONS SITE PLAN APPROVED CASE # FL,J> U01-0 z...o 10 CASE TYPE c,,\ R..i> DRe DATE ~ o~ COB DATE 03 SIGN~',^)\S&A DATE IS" <> ~ Mechanical/Plumbing Engineer: m~ ....... lie:::::>> .11111 Mechanical.... engineering ... solutions, . _I me. 5035 East Busch Blvd., Suite 5, Tampa, Fl 33617 Ph. 813.988.0048 Fax 813.868.0005 FilE FL~ UJo.3 ~ 02. 0)'0 '~~ u1'" . ,~ I..- 1..AK i 7 2003 ,," ;11\~l; & i)[\!LLur)ME~.n ~,[SVl 'r::,; .~':TY ()i: t' ~A)".'.'\;-ir~ Arch/tecture 6677 13th Avenue North, Suite 3A St. Petersburg, FL 33710 (727) 381-5220 (727) 381-0052 fax Construction Documents Firm Registration - AA-2600051 0 Clearwater Homeless Intervention Project Parkbrooke Apartments Transitional Housing Turnstone Properties 1353 & 1357 Park Street Clearwater, Florida REVISIONS No. Date Revision 1 3/17/03 Per DRC Comments Index Sheet . Scale: AS NOTED Project: 03001 Date: MARCH 12th, 2003 LEGAL DESCRIPTION A SURVEY OF LOTS 3, 4, 5 AND 6, OVERBROOK SUBDIVISION . , ; : I "" m I , I , , 8i ; ::..i-!)~'~" "I,~.~.c_., """.'. . ;'/"f i' f f . FLOOD ZONE INFORMATION THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE AE PER FLOOD INSURANCE RATE MAP 125096 00160 MAP REVISED: 8-19-91 ~ ("I"') 0 0 ru lD LD c\i 0 ru ..... LD ..... '-- IU :::IE +-' IU c.n Cl ]C "C '-- QJ > 0 u - LD 0 ("I"') 0 - (T") 0 0 ~ SURVEY INFORMATION PROVIDED BY A SIGNED 8c SEALED SURVEY BY: WILLIAM C. KEATING DATED: 08/19/91 SECTION 15 , TOWNSHIP 29 S, RANGE 15 E CITY OF CLEARWATER PINELLAS COUNTY, FLORIDA LEGEND , -,:.- EXIST. ELEVATION EXIST. CONTOUR ..,..----.--..-. 1 U ...._~_... NEW ELEVATION + 10.00 NEW CONTOUR -----10---- EXIST. S-ORM SEWER ------- NEW STORM SEWER ------- NEW UNDERDRAIN I.....................~ EXIST. SAN. SEWER _,_._'_'_1_'- NEW SAN. SEWER _1_1_1_1-1_1- ~ ~ ~ I~ ~~ . ~.~ ~: f~ ~ ,~. i..r1t.f. t'* .1. ....t ~ .L..- -. * 5... '~r..f'..x.~;, . .~~~ ~'IlI~ . -.j . i",..rr.;t'I\ll:<"'"'''' 1! .~ ~ /~ ~ · :t k'_4 I I ~ ~I ~!I' I,' &{I. ;:'1"" . r,<..""-""""'~,.,.."""">"..~.P. "" ."""...,~ .'.~I' ....v."."w,., VY.......,,-"""" " , l' 'I '--;' .'" ~ , "i}T!. ,~, ~ 71'.. "'tIt' . ..1 r.-~ t;-"1 ~~:. I ... ;;::;'~!I ".,~ > ;~i r:.J >'i < 4.. J ~,~ I ~ SR 580 1\ CLEVELAN <(' f ^ ,~. r ~ rl~ I l'" ""11.1'<"'" "" ,-' ~''''"....#(tV''J1T:-....~.,~~~~'ftt:;'f>. ~,!,<~I'!.fU ~. ,t"'" Il~ ; . - l i ~'i . ~ I f ~'~I t W f ~ , ,<' POINT OF CONNECTION \ A OF NEW UTILITY TO EXIST. '---"V M METER B.F.P.U. BACKFLOW PREVENTION DEVICE F,HA FIRE HYDRANT ASSEMBLY F.D.C. FIRE DEPARTMENT CONNECTION T.B.O. TEMPORARY BLOW-OFF T.&V. TAP AND VALVE EXIST. WATER SERVICE ----------------- NEW WATER SERVICE ................. NEW IN~ '-:T . . NEW SAN. MANHOLE NEW CLEAN-OUT(C.O.) C.O. _I_I_I~I_I_I- NEW BUILDING AREA NEW ASPHALT NEW CONCRETE TEMP, SiLT BARRIER ~ ~ I GULF 10 CAEW ~~.A' r-h;~.r.l . ~,,~-_.-'t'~"; ""':!'...,.,.~. :-."i"W..<"~t V".;"Sf\$>I: .r;~,.~~ft;"..~~JI'P"'" ~ ~ , ,.,,"'t...,....,"<.~J.,''"''''''' ~< w'""'" .r~""":'~''"''"':~ . ."~t<-....,,,..""",".:,"'it' . ~ ~ i ~.t, :.? i ~5 ! . ~ i ~ , . N(J I,', (.. ..1,~:~$if+~~..~~::::l.\'iYJ~~Y,~H~. . i II ~ i ~ ~ ~ ~ I z ~ - ~ ~;n r I ~""~~ tr ~.~;t ., ~~" l,li' >...."'t;-l.'i;~.'f.".r~.....~:".1"!;....~ ..':, , ~ .... c ", ,,~..":;; SITE DATA EXISTING (E) PROPOSED (p) ALLOWABLE C C C ZONING: CO......ERCIAL GENERAL CO...MERCIAL GENERAL COMt.tERCIAL GENERAL ( CO"'P INrlLL ) _...~.--.----....-_..~--------".. HALrWAY HOUSE PER""TIED UNDER CO"'P INrlLL LAND USE: ~___.._~____~_~.v~._..~.-..~ ...~-----._<~_...~_._---~--_._._._-~._....-,. USAGE: SINGLE r At.tIL Y RESIDENTIAL INDEX OF SHEETS RESIDENTIAL SHELTER - -...,. --------..----- ~------- - - --"' --_..--~-~-~~ .._~ .~ -- - ~ -- LOT AREA: 12,777 S.r. 0.29 AC 12,777 s.r. 0.29 AC 10,000 s.r. 0.22 AC -_..-...---_.._-_......_------.-----~._-~ C1.1 CIVil SITE DATA C1.2 CIVIL SITE SPECIFICATIONS C2.1 STAKING SITE PLAN C3.1 PAVING, GRADING, DRAINAGE AND UTiliTIES SITE PLAN DENSITY 2 UNITS B UNITS 40 UNITS PER AC 11 UNITS t.tAX. - ~-_..._-----_.._---- ._.,---~ '---"~ ---- --, 2,792 S.L 22% .. ..--..,.... ..-.._- .......- .......... - ...- $'6 .. ~S.r.)) V 0.40 ~. 'r N/A BUILDING COVERAGE: 2,744 s.r (S.F. & " OF GROSS SITE) 21% __.__.__._____._ ..__.______r___~___.+___""_.__._.__. GROSS FLOOR AREA (s.r.): 2,744 s.r. F.A.R.: ~_!.....___......_.. ...._ ........__. _.._ _'__' ... ... - ;~~~~:Ks~l:~~~~ =~=~~= -~-~=~~'==- .-- 21'_~ TO_BLD_G.__. I . i _ __ ......___ ..-__.______ ----....-. . ~_.- , .._...__.______.~ !_E~~: .._..._.__ _...._...._ n'"'' 4.7' 0.55 25' 10' 5' - TO PAVE~ENT "5;- TO 81:0G. . O' -TO ~AVE~ENT 20' BLDG. HEIGHT: 1 STORY 25.5' 30' PAVED VEHICULAR USE AREA: , 2,100 S.F. (V.U.A.) ---.-...-......-........-.. ....-..-.....-...--.--....--...... "'1.. ... IMPERVIOUS SURFACE RATIO: 5,435 S.F. (I.S.R.) _..___O.~_.__.__..._. _...' -..-- ----- ---- -------- .---..-- --- PARCEL 1.0. #'S 15/29/15/64890/006/0030 15/29/15/64890/006/0050 4,156 S.F. N/A 7,979 s.r. 0.62 12,138 s.r. 0.95 ~AX. OPEN SPACE: 7,342 S.L (S.F. & " or GROSS SITE)_ ___~~!....__.._.___._.. .. ._._----_.__..~_._-,------_. ._-_.~~~~- - PARKING LOT INTERIOR LANDSCAPING: N/ A ....__.~S.F :.!_~__~~_ ..V:...~~~. ~ .__...._.... __..________ ..____._..__.... ______.. _..._...__...._. 4,798 s.r. 38% 0.05 246 s.r. 6% 10% PARKING: 2 4 5 THIS DRAWING IS AN INSTRUMENT OF SERVICE ANO SHAll REMAIN THE PRQP.ERlY Of THE ENGINEER AND SHAlL NOT BE REPRODUCED PUBUSHED OR USED 1M' ~Yil W~Y WITHOUT mE roN~ iJi~ )f:i:{')."~'~ l GERALD P. GOULI$"'H,' ~;E.~..;1!ll3 COPIES OF" THESE PlANS ARE J,IOT 'VAlIO ...li/NL~SS EMBOSSED WITH THE SIGNI~, E~NEER'::> S~ . . ----------_._------~------.. -- ,---_.._--....------._--~-_... ..- PARKING CALCULATIONS: 1 PER 2 RESIDENTS (10 RESIDENTS: 2= 5 PRKG. SPACES) h-ch/tecwre 6677 13th Avenue North, Suite 3A St. Petersburg, FL 33710 (727) 381-5220 (727) 381-0052 fax Nonhside &~ SeJWia4.1nc, CIVIL LAND PLANNING ENVIRONMENT AL TRANSPORT A TIO N 601 CUVB.AMD STREET, SUrrE 910 CUARWATER, RORIDA 117" (727) ....1-2869 FAX: (727) ....6-8016 I-MAIL: MlSnCHOMINDSPRINC.cOM Construction Documents Firm Registration - AA-2600051 0 Clearwater Homeless Intervention Project Parkbrooke Apartments Transitional Housing Turnstone Properties 1353 & 1357 Park Street Clearwater, Florida REVISIONS No. Date Revision CIVIL SITE DATA C1.1 Scale: NO SCALE Project: 0305 Date: 0211/03 W.F.W....D. / ER0810N CONTROL NOTE8 1. DURING CONSTRUCTION SEDIMENT IS TO REMAIN ON SITE. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTAlLATION OF EROSION AND SEDIMENT CONTROL DEVICES PRIOR TO INITIATING AND DURING ALL PHASES OF LAND CLEARING AND CONSTRUCTION o PREVENT SOIL EROSION AND SILTATION. 2. THE RETENTION AREAS SHALL BE ROUGH GRADED PRIOR TO CONSTRUCTION, WITH ALL 'STORM WATER DIRECTED TO IT. AFTER COMPLETION OF ALL WORK, REMOVE DEBRIS AND SILTATION FROM THE BOlTOM OF THE RETENTION BASIN, AND FINE GRADE THE FiNAl SIX (6) INCHES AND SOD. CONTRACTOR TO toWNTAlN THE SIDE SLOPE REQUIRED AND SHOWN ON PLAN, AND NOTIFY ENGINEER FOR AN INSPECTION PRIOR TO SODDING. 3. THE RETENTION AREAS AND OUTFAlL CONTROL STRUCTURES SHALL BE CONSTRUCTED EARLY IN THE CONSTRUCTION PERIOD TO MITIGATE ANY ADVERSE WATER QUANTITY j IN PARTS OFF SITE. 4J AFTER COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE STORMWATER FACILITIES. ACTIONS INCLUDED , SHALL BE REGULAR MOWING OF THE BOlTOM AND SIDE SLOPES, PLUS PERIODIC INSPECTIONS AND REMOVAL OF DEBRIS, TRASH, ETC. THAT MAY BLOCK THE OPENINGS IN THE CONTROL STRUCTURES. 5/. AlL DISTURBED CONDITIONS SHALL BE RESTORED TO NATURAL CONDITIONS OR BETTER. 6~' ALL SIDE SLOPES OF RETENTION OR SWALE AREAS SHAlL BE STABILIZED BY VEGETATION , OR OTHER MATERIALS TO MINIMIZE EROSION AND PROTECT THE STORMWATER BASIN. NOTE: REQUIRED EROSION CONTROL MEASURES MUST REtoWN INTACT THROUGHOUT CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS 400-4 & 400-40 FAC. CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A OFFENSE. toWNTENANCE AND OPERATIONS INSPECTIONS FOR STORM WATER DISCHARGE FACILITY 1. ALL SODDED AREAS SHALL BE MOWED AND MAINTAINED PROPERLY. 2. UNDER NO CIRCUMSTANCES SHALL THE RETENTION AREA BE FILLED WITH ANY OTHER SUBSTANCE THAN STORMWATER. 3. SWALE AREAS SHALL BE KEPT CLEAN AND FREE OF ANY OBSTRUCTIONS. 4. IF DAMAGE TO THE SYSTEM DOES OCCUR, THE SYSTEM SHAlL BE RECONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLAN. I OPERATION &. MAINTENANCE OF THE STORMWATER SYSTEM . ll-tE OWNER SHALL PERIODICAlLY MONITOR THE STORMWATER SYSTEM (PIPE CONVEYANCE SYSTEM AND RETENTION POND) FOR SILT AND SEDIMENTATION BUILD UP. THE PIPE CONVEYANCE SYSTEM SHALL BE FLUSHED, AS DEEMED NECESSARY NO LESS THAN TWICE A YEAR. ALL MATERIAL SHAlL BE COLLECTED DOWNSTREAM AND REMOVED. THE RETENTION ~~ND SHAlL BE KEPT MOWED AND THE BOlTOM FREE OF DEBRIS. IF WATER STANDS IN ~HE POND MORE THAN 48 HOURS THE OWNER SHALL RAKE AND/OR SCARIFY THE POND ~OlTOM, AS DEEMED NECESSARY AND NO LESS THAN TWICE A YEAR TO RESTORE THE PERCOLATION CHARACTERISTICS OF THE POND. THE OWNER WILL BE RESPONSIBLE TO MAKE SURE THAT TO THE BEST OF HIS ABILITY NOTHING ENTERS THE SYSTEM BESIDES ~TORMWATER THAT COULD DETERIORATE THE FUNCTIONING CAPABILITIES OF THE SYSTEM, I.E. GASOLINE, OIL, GREASE, CHEMICALS, ETC. I :tHE POND UNDERDRAIN SYSTEM SHALL BE INSPECTED ANNUALLY AND RETROFITTED AND FLUSHED SEMI-ANNUALLY. CLOGGED OR SPENT FILTER MATERIAL SHALL BE DISPOSED OF IN ALL MANNERS AS WITH THE HANDLING OF HAZARDOUS WASTE. THE SPENT FILTER MATERIAL SHAlL BE DISPOSED OF IN A PERMmED FACILITY. l.' EROSION AND SILTATION CONTROL NOTES '. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER BERMS, FILTER FENCES, BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES. MUST BE INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS. SUCH SYSTEMS SHAlL BE FULLY OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE , ANY OTHER DISTURBANCE OF THE SITE BEGINS. I . PROTECTION OF EXISTING STORM SEWER 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 toWNTAlNED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, AND WHICH MUST BE APPROVED BY THE ENGINEER BEFORE INSTAlLATION. . SEDIMENTATION BASIN: THE CONTRACTOR WILL BE REQUIRED TO PROHIBIT DISCHARGE OF SILT THROUGH THE OUTFAlL STRUCTURE DURING CONSTRUCTION OF ANY RETENTION AREA AND WILL BE REQUIRED TO CLEAN OUT THE RETENTION AREA BEFORE INSTALLING ANY PERMANENT SUBDRAlN PIPE. IN ADDITION, PERMANENT RETENTION AREAS MUST BE TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT THE END OF THE WARRANTY PERIOD. . SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CHANNELS LEADING FROM THE SITE SHALL BE SODDED WITHIN (3) DAYS OF EXCAVATION. ALL OTHER INTERIOR SWALES, ETC., INCLUDING DETENTION AREAS WILL BE SODDED PRIOR TO 1 ISSUANCE OF A CERTIFICATE OF OCCUPANCY. . PROTECTION AND STABILIZATION OF SOIL STOCKPILES: FILL MATERIAL STOCKPILES SHALL BE PROTECTED AT ALL TIMES BY ON-SITE DRAINAGE CONTROLS WHICH PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM SUCH STOCKPILED MATERiAl, MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT. IN NO CASE SHALL UNSTABILlZED STOCKPILE REMAIN AFTER THIRTY (30) CALENDAR DAYS. . MAINTENANCE: AlL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED REGUlARLY, ESPECIALLY AFTER EACH RAINFALL AND WILL BE CLEANED OUT AND/OR REPAIRED AS REQUIRED. FILTER MEDIUM SPECIFICATIONS THE FILTER SAND SHALL BE WASHED MATERIAL MEETING F.D.O.T. ROAD AND BRIDGE SPECIFICATIONS FOR SILICA SAND AND QUARTZ GRAVELS, OR MIXTURES THEREOF (LESS THAN ONE (1) PERCENT SILT, CLAY AND ORGANIC MAlTER), UNLESS FILTER CLOTH IS USED WHICH IS SUITABLE TO RETAIN THE SILT, CLAY AND ORGANIC MAlTER WITHIN THE FILTER; CALCIUM CARBONATE AGGREGATE IS NOT AN ACCEPTABLE SUBSTITUTE; AND HAVE AN EFFECTIVE GRAIN SIZE OF 0.20 TO 0.55 MILLIMETERS IN DIAMETER; A UNIFORMITY COEFFICIENT OF 1.5 OR GREATER. RATE OF 0.125 CM/SEC. OR GREATER. IF THE PERMEABILITY RATE OF THE FILTER SAND IS LESS THAN 0.125 CM/SEC. A REPLACEMENT OF THE FILTER SYSTEM WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL HAVE THE SAND TESTED AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. IT IS RECOMMENDED THAT THE CONTRACTOR HAVE THE FILTER SAND TESTED AND APPROVED. 2. THE PERFORATED PIPE SHALL CONSIST OF POLYVINYL CHLORIDE (PVC) CONFORMING TO ASTM D 3033, HAVE MINIMUM OF SIXTEEN (16) 3/8 INCH DIAME1'ER PERFORATIONS PER LINEAR FOOT OF PIPE AND BE ON THE BOTTOM 135' OF THE PIPE. 3. THE CONTRACTOR SHALL PROVIDE DEWATERING MEASURES AS REQUIRED DURING THE INSTALLATION OF THE UNDERDRAlN AND All OF ITS COMPONENTS. 4. THE CONTRACTOR SHAlL NOT BACKFILL THE DRAIN PIPE UNTIL THE ENGINEER HAS VERIFIED AND APPROVED THE DRAIN PIPE GRADES AND INSTALLATION OF FILTER MEDIA. , 5. SWFWMD REQUIRES AS-BUILT CERTIFICATION BY THE ENGINEER FOR THIS FILTER SYSTEM. , TEST REPORTS FROM AN APPROVED LABORATORY ON GRADUATION AND PERMEABILITY SHALL BE INCLUDED IN THE AS-BUILT SUBMllTAL. f: I' I, . CL!ARING AND GRUBBING NORS , 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 AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRIlTEN APPROVAL FROM THE OWNER. 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. I CT1 C> C> N " (T1 ...... N ~ ...... '- co :::E ...... '- u.. C1 ~ "t:) '- Q) :> 0 U /'"' In 0 CT1 0 /'"' CT1 0 0 ru /'"' .c u Q) r- /'"' I ...... ~ c: en ~ " 'I 3. THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE SITE, I! 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 CLEAR"G AND GRUBB"G NOTES lCON'n 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY "GRADING BY HAND" IS PERMllTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN. 6. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY EXISTING STRUCTURES. 7. IT IS THE CONTRACTOR'S RESPONSIBILllY TO NOTIFY ALL UTILITY COMPANIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING. 8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE OWNER AND REQUESTING A CLARIFICATION OF THE PLANS PRIOR TO DEMOLITION. 9. 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. 10. ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. 11. WHEN CONSTRUCTION IS COMPLETED, THE RETENTION/DETENTION AREAS WILL BE RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE-SODDED IN ACCORDANCE TO THE PLANS. 12. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY. STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS. WATER SY8TEM NOTE8 1. ALL WATER MAINS SHAlL HAVE A MINIMUM OF 36 INCHES OF COVER. 2. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 3. AlL DUCTILE IRON PIPE SHALL BE ClASS 52 IN ACCORDANCE WITH ANSI A 21.50 (AWWA (, 150) AND ANSI A 21.31 (AWWA C 151) AND PIPE SHALL RECEIVE EXTERIOR 91TUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, 1 21.8 OR A 21.51 AND SHALL BE MORTAR LINED, STANDARD THICKNESS, AND BITUMINOUS SEALED IN ACCORDANCE WITH ANSI A (AWWA C 104-71). 4. ALL FllTlNGS LARGER THAN 2" SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE WITH AWWA C-ll 0 WITH A PRESSURE RATING OF 350 PSI. JOINTS SHALL BE MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C-111. FllTlNGS SHALL BE CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-104. 5. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA C-900. PIPE SHALL BE CLASS 15FO AND MEET THE REQUIREMENTS OF SDR 18 IN ACCORDANCE WITH ASTM 0-2241. 6. WATER MAIN PIPING OF LESS THAN 4" SHAlL BE PER ASTM D2241-89. 7. ALL FmWGS 2" AND SMAlLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED SLEEVE T':'PE JOINTS. 8. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE MEETING THE REQUIREMENTS OF AWWA C509. 9. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE APPROVEC BY THE LOCAl UTILITY AND FIRE MARSHALL. 10. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION. 11. THRU8T BLOCKING SHALL BE PROVIDED AT ALL FllTlNGS AND HYDRANTS AS SHOWN ON DE.T/.ILS. 12. MATER(,t,:,.S AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES. 13. TI;E IRRlr,ATION SYSTEM SHALL HAVE COLOR PIPING AND LABELING ON THE PIPE 'Tu INSURE DIFFERENTIATION FROM POTABLE WATER PIPING. WAT!" ;YS'T8I T!8T"G AND ..8P!CTlON R!QUIR!"!NTS 1. ALL CO~/~0NENTS OF THE WATER SYSTEM, INCLUDING FllTINGS, HYDRANTS. CONNE( ,)N, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED I ~ID ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN i.....CORDA~CE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY (WNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF ~ ::RFORi ING TESTS. 2. NEW WA'fER MAINS AFTER COMPLETION OF INSTALLATION OF NEW WATER MAINS, PRESSURE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE LOCAL JURISDICTION WATER SYSTEM STANDARDS AND SPECIFICATIONS. CONTRACTOR TO PERFORM CHLORINATION. SAMPLING OF NEW WATER MAINS SHALL CONFORM WITH COUNTY PUBLIC HEAlTH UNIT REQUIRLj~ENTS AND RESULTS FORWARDED TO THE ENGINEER. UNDER NO CIRCUMSTANCES SHAlL t NEW WATER SYSTEM BE PLACED INTO SERVICE UNTIL CERTIFICATION BY THE ENGINEER HAS BEEN COMPLETED AND A RELEASE FROM COUNTY PUBLIC HEALTH UNIT HAS BEEN ISSUED. 8ANITARY 8!W!R NOT!8 1. ALL SANITARY SEWER MAINS &. LATERAL SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 2. AlL SANITARY SEWER MAINS & SERVICE LATERALS SHALL BE CONSTRUCTED OF POLYVINYL CHLORIDE PIPE, SDR 35 OR AS OTHERWISE INDICATED ON THE CONSTRUCTION DRAWINGS. 3. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. 5. PVC PiPE AND FIlTINGS SHALL CONFORM TO ASTM SPECIFICATIONS DESIGNATION D-3034-77C, MA SDR 35. INSTALLATION OF SDR 35 PIPE SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF ASTM SPECIFICATION SECTION 02321. ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR. 6. ALL PVC FORCE MAINS SHALL BE CLASS 2000, SDR 21, COLOR GREEN, WITH A GREEN MAGNETIC TAPE A MINIMUM OF 2" WIDE, PLACED 1 FOOT BELOW THE PROPO~ED GRADE. THE PRINTING ON THE MAGNETle TAPE SHOULD READ "FORCEMAIN". 7. AlL DUCTILE IRON PIPE SHALL BE ClASS 52 IN ACCORDANCE WITH ANSI A 21.50 (AWWA C 150) AND ANSI A21.51 (AWWA C 151). DUCTILE IRON PIPE SHALL RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, A 21.8, OR A 21.51. 8. AlL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCEMAINS THAT REQUIRE D.I.P. ARE TO BE POLYLlNED OR EPOXY LINED. 9. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING. 8ANIT ARY 8EWER TE8T1NG AND INSPECTION REQUIRElENT8 1. ALL GRAVITY SEWER PIPING SHAlL BE SUBJECT TO A TELEVISION INSPECTION BY THE OWNER'S CONTRACTOR. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. 2. THE CONTRACTOR SHALL PERFORM AN EX FILTRATION TEST ON ALL GRAVITY SEWERS INSTALLED IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION. MAXIMUM AlLOWABLE LEAKAGE RATE: 100 GPD PER INCH PIPE DIAMETER PER MILE. TEST RESULTS ARE TO BE SUBMllTED TO THE REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY . 3. ALL FORCE toWNS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS ARE TO BE CREATED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL. COORDINATION AND N01IFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. W ATeR/8~1ftR CL!ARANC! R~QUIREII~NT8 VERTICAL CLEARANCE AT CROSSINGS GAVITY SEWERS OR FORCE MAINS CROSSING UNDER WATER MAINS SHAlL BE LAID TO PROVIDE A MINIMJM VERTICAl DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER JOINTS AND WATER JOINTS WILL BE EQUAL DISTANT FROM THE POINT OF CROSSING WITH NO LESS THAN 10 FEET BETWEEN ANY TWO JOINTS. WHERE THE MINI~UM 18 INCH SEPARATION CANNOT BE MAINTAINED, ONE OF THE FOLLOWING METHODS OF PROTECTION SHALL BE UTILIZED: W A TER/8EWER CLEARANCE REQUlREMENT8 ICON'TJ A. THE SEWER SHALL BE ENCASED IN CONCRETE FOR 20 FEET CENTERED ON THE CROSSING (10FT. LINEAR SEPARATION BETWEEN JOINTS); B. THE SEWER SHALL BE INSTALLED WITH D.I.P. FOR 20 FEEl CENTERED ON THE CROSSING (10 FT. LINEAR SEPARATION BETWEEN JOINTS); C. THE SEWER SHAlL BE DESIGNED AND CONSTRUCTED EQUAl. TO WATER PIPE, AND BE PRESSURE TESTED AT 150 PSI TO ASSURE WATER TIGHTNESS PRIOR TO BACKFILLING; OR D. EITHER THE WATER toWN OR THE SEWER LINE MAY BE ENCASED IN A WATERTIGHT CARRIER PIPE WHICH EXTENDS 10 FEET ON BOTH SIDES OF THE. CROSSING. MEASURED PERPENDICUlAR TO THE WATER MAIN. THE CARRIER PIPE SH,~,LL BE OF MATERIALS APPROVED BY THE DEPARTMENT FOR USE IN WATER MAIN CONSTRUCTION. ONE OF THESE METHODS SHALL AlSO BE UTILIZED WHEN THERE IS 110 ALTERNATIVE TO SEWERS CROSSING OVER WATER MAINS. IN SUCH INSTANCES, ADECUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO MAINTAIN LINE AND GRADE. HORIZONTAL SEPARATION BETWEEN PARALLEL LINES GRAVITY SEWERS OR FORCE toWNS SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN. THE DISTANCE SI-tftLL BE MEASURED EDGE TO EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO toWNTAlN A 10FT. SEPARATION, THE WATER toWN SHALL BE INSTALLED IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER AND AT AN ELEVATION SO THAT THE BOlTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, AND THE WATER AND SEWER JOINTS SHALL BE STAGGERED. IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS DESCRIBED, BOTH THE WATER toWN AND SEWER MUST BE CONSTRUCTED OF SLIP-ON OR MECHANICAL JOINT PIPE COMPLYING WITH PUBLIC WATER SUPPLY DESIGN STANDARDS OF THE DEPARTMENT AND BE PRESSSURE TESTED TO 150 PSI TO ASSURE WATERTIGHTNESS BEFORE BACKFILLING. SANITARY SEWER/RECLAIMED WATER & POTABLE WATER/RECLAIMED WIITER SEPARATIONS WHEN THE RECLAIMED WATER LINE IS TRANSPORTING WATER FOR PUI:UC ACCESS IRRIGATION: MAXIMUM OBTAINABLE SEPARATION OF RECLAIMED WATER LINES AND i.,OMESTlC WATER LINES SHAlL BE PRACTICED. A MINIMUM HORIZONTAL SEPARATION OF 5 fEET (CENTER TO CENTER) OR 3 FEET (OUTSIDE TO OUTSIDE) SHALL BE MAINTAINED 81lWEEN RECLAIMED WATER LINES AND EITHER POTABLE WATER MAINS OR SANITARY SEWEll LINES. AN 18-INCH VERTICAL SEPARATION SHALL BE MAINTAINED AT CROSSINGS. WHEN RECLAIMED WATER LINE IS TRANSPORTING WATER FOR NON-PUBLIC ACCESS IRRIGATION: THE RECLAIMED WATER MAIN SHALL BE TREATED LIKE A SANITARY SENER, AND A 10FT. HORIZONTAL AND 18 INCH VERTICAL SEPARATION SHALL BE MAINTAINED BETWEEN THE RECLAIMED WATER toWN AND SANITARY SEWERS, OTHER THAN THE NECESSARY TO ENSURE THE STRUCTURAL INTEGRITY AND PROTECTION OF THE LINES THEMSELVES. NOTE: WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAl AND VERTICAL SEPARATIONS AS STIPULATED ABOVE, DEP MAY AlLOW DEVIATION ON A CASE-BY-CASE BASIS IF SUPPORTED BY DATA FROM THE DESIGN ENGINEER. APPROVAL FOR THE DEVIATION MUST BE OBTAINED PRIOR TO CONSTRUCTION. GRAD"G AND DRAINAGE NOTE8 1. AlL DELETERIOUS SUBSTANCE MATERIAL, (I.E. MUCK, PEAT, BURIED DEBRIS), IS TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS, OR AS DIRECTED BY THE OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETE.RIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED bY THE OWNER. EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERi,\I-5 AND COMPACTED AS SHOWN ON THESE PLANS. 2. THE CONTRACTOR SHAlL BE RESPONSIBLE FOR PROTECTING EXCAV\TING AGAINST COLLAPSE AND WILL PROVIDE BRACING, SHEETING. OR SHORING. A~, NECESSARY. TRENCHES SHAlL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. DEWATERING SHALL BE USED AS REQUIRED. 3. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE ClASS :11 (ASTM C-76) UNLESS OTHERWISE NOTED ON PLANS. 4. PVC STORM PIPE, 12" AND SMALLER SHALL CONFORM TO AWWA C.-900, CLASS 150 STANDARDS, UNLESS OTHERWISE NOTED. 5. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AFEAS SHALL BE TRAFFIC RATED FOR H-20 LOADINGS. 6. THE CONTRACTOR IS TO SOD THE RETENTION/DETENTION POND AS INDICATED ON PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND, 7. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STOR;, DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGUliITORY AGENCY. 8. ALL STORM STRUCTURES SHALL BE GROUTED TO THE INVERT ELEVATION(S) OF THE STORM PIPES(S). STORM PIPE SHALL BE SAW-CUT EVEN WITH THE STRUCTURE WALLIS). GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FINISH. PAYING, GRADING & DRA"AGE TE8TING AND IN8PEelION REQUIREMENTS 1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHAlL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S SOILS ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT. 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLlf~ABLE TESTING WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. UPON COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. PAVING NOT!8 1. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING PAlTERN TO THE OWNER'S ENGINEER FOR i..PPROVAL. 2. THE CONTRACTOR IS TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEAlER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE 3. ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE TO FOOT STANDARD SPECIFICATIONS 971-12. PARKING STALL ~;TRIPING TO BE 4" WIDE PAINTED WHITE STRIPES. 4. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN PIE DISTANCE BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS THAN TWELVE (12) INCHES. 5. STANDARD INDEXES REFER TO THE LATEST EDITION OF FOOT "ROADWAY AND TRAFFIC DESIGN STANDARDS." 6. PAVEMENT IN THE PROPERTY SHALL CONSIST OF 1-1/2" ASPHALT, TYPE S-3, ON 6" L1MEROCK BASE COMPACTED TO 98~ OF MAXIMUM DENSITY, ON SUB-BASE COMPACTED TO 98~ OF MAXIMUM DENSITY PER AASHTO T -180. 7. PAVEMENT IN R.O.W. SHALL CONSIST OF 2" ASPHALT, TYPE S-1 ON S" L1MEROCK BASE COMPACTED TO 98~ OF MAXIMUM DENSITY, ON 10-1/2" SUB-BASE STABILIZED TO 40 LBR AND COMPACT~::> TO 98~ OF MAXIMUM DENSITY PER AASHTO T -180. CITY OF CLEARWATER RIGHT Of WAY NOTE8 1. ALL PROPOSED WORK WILL COMPLY WITH FOOT "ROADWAY PLAI~S PREPARATION MANUAL" 2. ALL R.O.W. INSTAlLATIONS WILL BE IN ACCORDANCE WITH PRACTICES REFERENCED IN THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS MANUAL 3. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MIN"IIJM STANDARDS SET DOWN IN THE CITY OF CLEARWATER LAND DEVELOPMENT, ZONING AND/OR RELATED ORDINANCES, AND MINIMUM TESTING FREQUENCY REQUIREMENTS. 4. SIGNS AND BARRICADES SHALL BE IN ACCORDANCE WITH THE U.S. DEPARTMENT OF TRANSPORTATION'S "MANUAL ON UNIFORM TRAFFIC CONTROL DrVICES" AND THE FLORIDA DEPARTMENT OF TRANSPORTATION'S "ROADWAY AND Ti~~FFIC DESIGN STANDARDS" INDEXES 600 THRU 665 (LATEST EDITIONS). 5. INSTAlLATION INVOLVING CONCRETE AND ASPHALT DRIVEWAY, IN GOOD CONDITION MUST BE ACCOMPLISHED BY JACK AND BORE OR PUSHING. NO JETTING IS ALLOWED. 6. COMPACTION FOR PIPE BACKFILL SHAlL COMPLY WITH MSHTO T-99(100~). 7. DISTURBED AREA WITHIN THE R.O.W. WILL BE COMPACTED TO ~0070 OF MAXIMUM DENSITY AND SODDED. 8. ANY PORTION OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION RELATED DAMAGE, IN THE OPINION OF THE CITY OF CLEARWATER HIGHVlM DEPARTMENT, SHALL BE REPAIRED AT CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY THE CITY OF CLEARWATER HIGHWAY DEPARTMENT. 9. SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES. 10. ANY SIDEWALK WHICH BECOMES UNDERMINED MUST BE REMOVED AND REPLACED SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN THREE(3) DAYS AFTER REMOVAL. WHEN EXISTING SIDEWALK IS REMOVED, IT IS TO BE REMOVED AT THE NEAREST JOINT. 11. NO STOCKING OF MATERIAL IN ROADWAY OR ON SIDEWALK; ALL DIRT OR DEBRIS WILL BE REMOVED FROM THE JOB SITE DAILY. ROADS AND SIDEWALKS ARE TO BE SWEPT OAILY AS PART OF DAILY CLEAN-UP. CITY OF CL!ARW A RR RIGHT Of WAY NOT!S lCON'TI 12. SAW CUT EXISTING EDGE-OF-PAVEMENT PRIOR TO DRIVEWAY CONSTRUCTION. 13. DISTURBED AREA WITHIN THE RIGHT OF WAY WILL BE COMPACTED TO 10070 OF MAXIMUM DENSITY AND SODDED. 14. DO NOT DISTURBED EXISTING UNDERDRAIN OR STORM SYSTEMS. IF FILTRATION BED IS DISTURBED, CONTACT THE AREA INSPECTOR WITH THE CITY OF CLEARWATER HIGHWAY DEPARTMENT AT 464-8900 FOR ASSISTANCE. 15. PROVIDE A MINIMUM OF 3" COVER OVER UTILITIES AT ALL DITCH CROSSINGS. 16. NO STREET SHALL BE CLOSED WITHOUT THE WRllTEN PERMISSION OF THE CITY OF CLEARWATER TRAFFIC DMSION. AT LEAST 48 HOUR ADVANCE COORDINATION IS REQUIRED. 17. THE PERMIlTEE'S AlTENTION IS DIRECTED TO THE PROVISIONS OF THE TRENCH SAFETY ACT (FLORIDA STATUTES, 553.60 et. seq.) AND THE OCCUPATIONAl SAFETY AND HEAlTH HEAlTH ADMINISTRATION EXCAVATION SAFETY STANDARDS (29 CFR SECTION 1926.650. SUBPART B) WHICH SHALL APPLY TO CONSTRUCTION, OPERATION AND MAINTENANCE PURSUANT TO THIS PERMIT. WORK IN FDOT RIGHTS-of-WAY 1. DRIVEWAY TO BE CONSTRUCTED TO FOOT INDEX #515. 2. EROSION CONTROL AND SHOULDER SODDING SHALL CONFORM TO FOOT IND#104 &. 105. 3. GUARDRAILS SHALL CONFORM TO FOOT IND#400. 4. ALL STRIPING SHALL BE LEAD FREE NON-SOLVENT BASED THERMOPLASTIC AND MEET ACCORDING TO THE FOOT SPECIFICATION SECTION 711. 5. REFLECTIVE PAVEMENT MARKERS SHALL MEET THE REQUIREMENTS OF FOOT SPECIFICATIONS SECTION 706. 6. ALL SIGNS WITHIN FOOT RIGHT -OF -WAY SHALL MEET THE REQUIREMENTS OF FOOT SPECIFICATIONS SECTION 700. 7. REFLECTIVE PAVEMENT MARKERS SHA1.L BE PLACED IN ACCORDANCE WITH FOOT STANDARD INDEX NO. 17352. 8. STRIPING WITHIN FOOT RIGHT -OF -WAY SHALL BE PLACED IN ACCORDANCE WITH FOOT STANDARD INDEX NO. 17346. 9. SIGNS WITHIN FOOT RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH FOOT STANDARD INDEX NO. 11860 AND SHALL BE PLACED IN ACCORDANCE WITH FOOT STANDARD INDEX NO. 17302. 10. SIGNING AND STRIPING WITHIN FOOT RIGHT -OF -WAY SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (~UTCD). 11. ALL WORK PERFORMED WITHIN THE FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT -OF -WAY CONFORM TO: A.) FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (2000), (aka: STANDARD SPECS). B.) FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS, CONSTRUCTION. MAINTENANCE AND UTILITY OPERATIONS FOR STREETS AND HIGHWAYS ON STATE toWNTAlNED SYSTEMS. (JAN. 2000), (aka: STANDARD INDEX). COMPLIANCE WITH ALL APPLICABLE INDICES IS REQUIRED. C.) FLORIDA DEPARTMENT OF TRANSPORTATION MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS (2000), (aka: GREEN BOOK). 12. TRAFFIC CONTROL &. SIDEWALK CLOSURE ARE TO BE PER FOOT INDICES #600 AND 1623. 13. APPLICANT MUST NOTIFY THE FLORIDA DEPT. OF TRANSPORTATION PINELlAS COUNTY MAINTENANCE OFFICE (48) HOURS IN ADVANCE OF STARTING PROPOSED WORK. CALL (727) 570-5101. 14. BEFORE CONSTRUCTION IS TO BEGIN, THE APPLICANT SHALL DELIVER TO THE FLORIDA DEPT. OF TRANSPORTATION PROOF OF INSURANCE VERIFYING THAT THE APPLICANT OR THE APPLICANT'S CONTRACTOR HAS COVERAGE UNDER THE LIABILITY INSURANCE POLICY IN ACCORDANCE WITH THE REQUIREMENTS OF FAC. RULE CHPT. 14-96.007(5)(C)6. CONTRACTOR'8 RE8P0N8IBLITY NOTE IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM A SURVEY (ACCOMPANIED BY THE ARCHITECT AND OWNER) OF THE ENTIRE PROJECT AREA INCLUDING BUILDING(S) AND SITE IMMEDIATELY UPON OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC AND WRllTEN CORRESPONDENCE DETAILING ANY AREAS THAT ARE NOT IN A FIRST CLASS CONDITION (SURFACES THAT ARE UNBROKEN, NON-CRACKED, NON-RUSTING, WITHOUT CHIPS, WITHOUT SPLINTERS, OF TEXTURE MATCHING ITS SURROUNDING, WITH NEW APPEARING FINISHES, AND OPERATING A"::' ORIGINAlLY DESIGNED OR INTENDED TO OPERATE) WHICH WILL REMAIN IN THfJR PRESENT CONDITION AT THE CONCLUSION OF THE PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING THE OWNER A COMPLETE PROJECT IN FIRST CLASS CONDITION MEETING INDUSTRY WIDE STANDARDS IN QUALITY AND PERFORMANCE THROUGHOUT THE ENTIRE PROJECT AREA BUILDING(S) AND SITE (REGARDLESS OF WHETHER AN AREA IS SPECIFICALLY IDENTIFIED WITHIN THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A PARTICULAR AREA HAS BEEN DESCRIBED IN THE AFOREMENTIONED PHOTOGRAPHS AND WRITTEN DETAILS. CONTRACTOR HAS THE RESPONSIBILITY TO PROTECT THE EXISTING BUILDING(S), UTILITIES AND SITE THROUGHOUT THE PROJECT TIME FRAME. SHOULD, DURING THE COURSE OF THE WORK, ANY AREA OF THE BUILDING(S) AND/OR UTILITIES AND/OR THE BUILDING(S) AND/OR UTILITIES AND/OR THE SITE BECOME DAMAGED AND THAT AREA WAS NOT SPECIFICALLY CALLED OUT TO BE A PART OF THE CONSTRUCTION, THE CONTRACTOR SHALL REPAIR AND/OR REPLACE THE DAMAGED AREA TO THE SATISFACTION OF THE ARCHITECT AND OWNER AT NO ADDITIONAL COST TO THE OWNER. AS A PART OF THESE DOCUMENTS, A SITE SURVEY AND/OR SITE DATA, WHEN PROVIDED, AND ANY ADDITIONAL INFORMATION THAT MAY BE PROVIDED IS FOR INFORMATIONAL PURPOSES ONLY, THE OWNER AND HIS AGENT ASSUME NO RESPONSIBILllY FOR THEIR PREPARATION, COMPLETENESS NOR ACCURATENESS AND THE CONTRACTOR IS FULLY RESPONSIBLE WHEN USING SAID SOURCES. THE CONTRACTOR SHOULD USE SUCH INFORMATION ONLY AS A GUIDE TO THE SUSPECTED LOCATION OF UNDERGROUND SERVICES, INCLUDING BUT NOT LIMITED TO: WATER SUPPLY STORM SEWER ELECTRICAL POWER IRRIGATION LINES FIBER OPTIC CABLES FIRE ALARM SYSTEM CABLES CONTROL WIRING SYSTEMS SANITARY SEWER NATURAL AND LP GAS LINES RECLAIMED WATER SUPPLY T.V. CABLES TELEPHONE CABLES SECURITY WIRING SITE UNDERGROUND MECHANICAL INCLUDING INSULATION IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE SPECIFIC LOCATION OF THE UNDERGROUND SERVICES BY CAREFUL HAND EXCAVATION ONLY UNLESS OTHER MEANS ARE APPROVED BY ARCHITECT AND OWNER BEFORE BEGINNING THE WORK. THE CONTRACTOR SHALL REPLACE OR REPAIR, PER SPECIFICATIONS, ANY AND ALL DAMAGED UNDERGROUND SERVICES AS LISTED ABOVE AT NO ADDITIONAL COST TO THE OWNER. 1. TRENCH EXCAVATION _ INCLUDE OSHA STANDARD 29 CFR, SECTION 1926.650 SUBPART p, WHICH IS NOW A PART OF LAWS OF FLORIDA CHAPTER 90-96. _ THE CONTRACTOR SHAlL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE WITH THIS LAW _ A SEPARATE COST ITEM IDENTIFYING THE COST OF COMPLIANCE. _ A TRENCH SAFETY SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR, AND APPROVED BY THE ENGINEER. 2. ALL RETENTION AREAS. STORM SEWER PIPING, STORM SEWER STRUCTURES, ETC. MUST BE IN PLACE AS PART OF THE FIRST PHASE OF CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACCOMMODATE POSITIVE DRAINAGE THROUGHOUT CONSTRUCTION TO AVOID FLOODING OF THE ADJACENT PROPERTIES. ANY FLOODING THAT MAY OCCUR DUE TO HIS WORK WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR 3. THE USE OF ELECTRONICALLY STORED DATA IS INTENDED FOR INFORMATIONAL PURPOSES ONLY AND NOT TO BE USED FOR CONSTRUCTION. CONTRACTOR MUST UTILIZE SIGNED AND SEALED DOCUMENTS FOR CONSTRUCTION NOTE TO CONTRACTOR THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAW- INGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES FOR RETENTION BASIN(S), CONTROL STRUCTURE(S), INLETS & PIPES WITH TOP & BOiTOM ELEVATIONS, INVERTS & DIMENSIONING OF SLOT & BAFFLE. LOCATIONS OF ALL UTILITIES INCLUDING THE SANITARY SEWER AND WATER PIPING. THE CONTRACTOR SHALL PROVIDE TWO COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER. THE AFOREMENTIONED RECORD DRAWING SHALL BE SUFFICIENT ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING JURISDICTION. h-chi&ciure 6677 13th Avenue North, Suite 3A St. Petersburg, FL 33710 (727) 381-5220 (727) 381-0052 fax GEtERAL CON8TRUCTlON NOTE8 Nonhside 1. ALL THE WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. 2. ALL ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC VERTICAL DATUM. ,~" (1.1'/ /(of ((,.t /.( 11'~' ",' if "~ t .- ,-' , r"" ", 3. LOCATIONS, ELEVATIONS, AND DI~ENSIONS 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 WILL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. 4. THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA. 5. 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 "SUNSHINE" AT 1-800-432-4770. MINIMUM OF 2 DAYS AND MAXIMUM OF 5 DAYS PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM. 6. CONTRACTOR IS SOLELY RE.;PONSIBLE FOR CONSTRUCTION SAFETY. SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VICINITY OF POWER LINES AND OTHER UTILITIES. 7. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED AND INSPECTED PRIOR TO BASE AND SURFACE CONSTRUCTION. ""Iq~ ....... . ,,- LI\HD P!..\ r"~~' f,e" ~'qVfn'OHMf.~TA1. " ~'! 1'.."" ,\, ~, ::' ' 601 CLEVB.AND STRUT, SUII'E 9JO CLEARWATER, RORIDA JJ7" (727) .&.&J-2869 FAX: (727) .&.&6-8016 E-MAIL: NESTECMGMINDSPRIMC.COM Construction Documents Firm Registration - AA-2600051 0 S. 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. 9. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER; SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS FOR THIS SITE. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT THE CONT~CTOR'S EXPENSE. ALL SHOP DRAWINGS ARE TO BE REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMIlTAL TO THE OWNER'S ENGINEER. 10. AT LEAST THREE (3) WORt<IIIlG DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THEM WITH ALL REQUIRED 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. 11. BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6" LAYERS UP TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO BE PAVED, BACKFILL SHALL BE COMPACTED TO 100% MAXIMUM DENSITY AS DETERMINED BY AASHTO T -Y9. 12. SITE WORK CONCRETE SHAl L HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3.000 P.5.1. IN 28 DAYS, UNLESS OTHERWISE NOTED. 13. ALL PRIVATE AND PUB: IC ~ ROPERTY AFFECTED BY THE WORK SHALL BE RESTORED TO A CONDITION EQUAL TIl OR BETTER THAN EXISTING CONDITIONS UNLESS SPECIFICALLY EXEMPTED 8) ~HE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED. 14. ALL DISTURBED AREAS W~"~H ARE NOT TO BE SODDED, ARE TO BE SEEDED AND MULCHED TO DOT STANDARJS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF GRASS, ACCEPTABLE TO TH:: REGULATORY AGENCY AND ENGINEER OF RECORD. HAVE BEEN OBTAINED. ANY WAS~OUTS, REGRADING, RESEEDING, AND GRASSING WORK, AND OTHER EROSION WOPk REQUIRED. WILL BE PERFORMED BY THE CONTRACTOR, AT HIS EXPENSE, UNTIL Ii": SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE REGULATORY AGENCY AND . ~:GINEER OF RECORD. 15. THE SOILS ENGINEER IS '"fl' SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION TESTS, AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY TO THE ENGINEER OF REcnRD. IN WRITING, THAT ALL TESTING REQUIREMENTS, REQUIRED BY THE LOCAL REGULATORY AGENCY, AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (FOOT), FOR THE IMPROVEMENTS, AS REQUIRED BY THE ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED 16. THE CONTRACTOR SHALL ~A1NTAlN A COpy OF THE APPROVED PLANS AND PERMITS AT THE CONSTRUCTION SITE. 17. THESE DRAWINGS MAY NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR CONSTRUCTION SITE SAFEr". 18. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE AREAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER. Clearwater Homeless Intervention Project Parkbrooke Apartments Transitional Housing Turnstone Properties 1353 & 1357 Park Street Clearwater, Florida 19. ALL PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE CENTER TO CENTER OF STRUCTURES ('\R FllTINGS. PIPE MEASUREMENTS FOR MITERED END SECTIONS ARE TO THE END OF PIPE. 20. EXISTING PAVEMENT SHALL BE SAW-CUT WHERE NEW PAVEMENT IS TO BE ADDED OR EXISTING PAVEMENT TO BE ELIMINATED. 21. ADJUSTMENTS OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WATER METERS, ETC., SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO CLAIM SHALL BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS. IF REQUIRED. 22. ALL BACKFILL OVER ANY riPE (STORM SEWER, SANITARY SEWER, OR WATERLINES) THAT IS INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE ROADWAY, SHALL BE COMPACTED IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATIONS, SECTION 125-8.3, LATEST EDITION. 23. THE CONTRACTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF 5' FEET IN DEPTH. SHALL COMPLY WITH THE OCCUPATIONAl SAFETY AND HEAlTH ADMINISTRATION'S (OSHA) TRENCH EXCAVATION SAFETY STANDARDS, 29 C.F.R., S.1926.650, SUBPART p, INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY (DLES). 24. CONTRACTOR TO COORDINATE THE POINTS OF CONNECTIONS OF THE UTILITIES WITH DIFFERENT SUBS. SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES i.e. SANITARY SEWER, STORM SEWER, WATER LINES, FIRE LINES, ETC., TO 5' OUTSIDE OF THE BLDG(S). THE PLUMBING CONTRACTOR TO CONNECT AND MEET THE INVERT ELEVATIONS OF THE SAID UTILITIES. ANY UTILITY WORK PERFORMED WITHIN 5' OF THE BLDG. SHAlL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR. ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES. ORDINANCES AND REQUIREMENTS. 25. ALL WORK SHALL BE PERFORMED AND FINISHED IN A WORKMANLIKE MANNER TO COMPLETE SATISFACTION OF THE ARCHITECT/ENGINEER IN ACCORDANCE WITH THE BEST RECOGNIZED TRADE PRACTICES. 26. DEVIATIONS TO THESE PLANS AND SPECIFICATIONS WITHOUT CONSENT OF THE ENGINEER MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. DEVIATIONS SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER. REVISIONS No. Date Revision --- ----- 27. SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPARATE SUBMITTAL(S) AND PERMITTING. DEVIATIONS SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER CIVIL SITE SPECI FICA TIONS C1.2 THIS DRAWING IS AN INSTRUMENT or SERVICE AND SHAll REMAIN mE, ~ of .THf ENGINEER, AND SHAlL NOT BE REPRODUCED. PUBUSHED OR USED 1N;ANY ,WA,Y WffiiOIJT THE CONSENT OF THE ENGINEER. (!dCOPYRIGHT ':zOOt . NOT PU6USHED ~ PI W ~~K J.!j 200a.. .. ~ ., ..' :' , \, Scale: Project: Date: NO SCALE 0305 0211/03 GERALD P. GOUUSH P .E. t2t340 COPIES OF THESE PLANS ARE NOT V-'lID UNLES~-' . EMBOSSED WITH THE SIGNING ENGINEER'S SEAL , Ill.' 'T:I!r~~.KJ__.-r.U;'4 .t- ..-.- , . .,....---... .. -.-. . I' I '\ " I, I. HAN>lCAP PARKING STRIPING DET AL N.T.S. II I' j " ,I, I, i I" r ~ SYMBOL SHALL BE 5 FT. HIGH & WHITE PAINT COLOR HANDICAPPED PAVEMENT SYMBOL N.T,S. 'I GALVANIZED METAL SIGN POST WITH 3/8" HOLES DRILLED ON 1" CENTERS r-.. NISHED ROUND ~ o o N 01 N Lii N Lii - 3000 PSI CONC. . . N 1!1 - 12" '- ltJ ::::E +J ltJ U, SIGN POST DET AL N.T.S. Cl ~ '0 Q.) ....... ...... U1 - Ln ' o (T') o - (T') o o . EACH PARKING SPACE SHALL BE CONSPICUOUSLY STRIPED IN BLUE AND WHITE PAINT, AND SHALL BE POSTED AND MAINTAINED WITH A PERMANENT, ABOVE- GRADE SIGN BEARING THE INTERNATIONAL SYMBOL OF ACCESSIBILUTY AND THE CAPTION "PARKING BY DISABLED PERMIT ONLY". SUCH SIGNS SHALL NOT BE OBSCURED BY A VEHICLE PARKED 11'1 THE SPACE. ALL HANDICAPPED PARKING SPACES MUST BE SIGNED & MARKED IN ACCORDANCE WITH THE STANDARDS ADOPTED BY THE DEPARTMENT OF TRANSPORTATION AND A.DA . BLUE RACKGROtJNO I I \ 5.5' 5.5' I t' . .' --,---' \1_lt'.....'u....""....'HI....;..tll__III_UI_1U_ I "-;';'"_111_111 111_111_111_11'_111_111__11'_1"_'1'_1"_1'1_1 ._E"X, 1-,,1/4 P.E. GAS . . . 1 1_' _1'1_"1_111_1"_1"_"1_111_111_"1_'11 in ~ EX. 5' S/W m m o o o io ~ ..,. ~ ~ _111_1'1_1/1_111_111_'1'_ 1 1 L 10' I 6" ON I 1 I 1 1 L I~ I~ 1..- 1361 PARK ST. IX) WHITE BACKGROUND pARI(tG BY DlSA-RI -=n PERM! ON-Y I~ 1i 1 1 I 10' S.S. 4:1 -I ~ WHITE . BACKGROUND <D $255 ft.E F.8. 318.14 PARK STREET _. -~~ -, (50 R/W) \ \ \ 4'C.L.F 15' ~ '. 3" 6" FTP-M - VISIBILITY TRIANGLE FOR ROADWAY TRAFFIC '1J1x'1J1 1 I EX.2' CONe. CURB \ ",-",-,,,-,,,-,,,-,,,_.,,J.,,, 20' 20' I 05.00' I ... - - - P&M 1--- - - z UJ J: o t: ~... 0.0 ::>...J 0(,1) CI)~ c:J~ zO: ...< (/)0- - X W ~ ~ I ~ ~I ~ - .... - " /" "3.5' CONC~ SIDEWALK 1 2: MAX SLOPE . ~ I N I o N 1 1 / ./ 6" VERTICAL // CURB (TYP.) ~ 21.4' i ., : : L ~.,_ ~_~.: ,~~"y.,~/~}L' \_ _ ~___ I~; ;' :' 1.__ L_._ L. __ L__ L___ L_._ l,__ L _ 'l (.(~f-< '.o(,^ F~,,,, ._-. \' - - -- l.___ i I ; i \ I ; II ! ^~~,,>-';~><"(>):<:':?<;-- '/~'~~~:<:~:)/:~ Il l_ ! L.. t ._,. \ ."! ~ _ ~.___. ~___._ l..__ L.._ L-~. L__ 1___- .- \ :/<>'Y~"'Y,/./',.?f'/,y~/'/" >"''')''> J'~-j" 1'.- l' ;--.- i I I 1 120.7' i ! <..y".>: ,~.>;).~:$}"; c/';' '<>S~~:>~:'" I ! \ __ I __ L u ~-_. ;.. ~_.: ',"-':" \' ~_.-:' ;)~:X::~Zi;~$>?>~: .~<:<'. ~~~;>::.:~r ; -- \' . ;h - i I ! L ' I \ L ' I ~ j,>y."..'...,......\.,,\/,.,"'/v>..,/.,.'V?,..'..., ~'" C"h ,.. '\.. I L..: L_. j -- ~.... ;--.- ~ - 1'- l__ -; . t.. ~~~~:: -: ~~~.-;~S:<<~:.~:~~;:)'~<~'-;,::.:.~<<><;>~~<~:.,<:- ; I I I \ t ) I l l ! L I, \ I (I~ I ".,v,/.\<.t'././..,.(//("/,<".t<,/":\,,,,v/~','-' ~ '- L -, Cu,~ i h' ' .. "." \ L, I ._4..' ___ \. . -- ---'-. L_.. .' - ~;....'./. .,,)i'--.>-/'/ ').,)~).,/.j." .,/:-.<.:-,\../,'...." , I I I, , I I I l : l' \ i. ,', :.:..:.:....../IA;.~~~..','., ,', .:<.'/.: ., It! I ..' t L,.. i, l. __ L__. ...__..11._: 7>7~./I:A<../..,..,r~/ 11-.. -- -.- l__...___.~.__"_ 4- .,--.~,'<..~."""'\.../,.. , I . I \ ! . L.. \.i ~4l ~ ~. ~l \ ~:);<.>,.....:.:>;~?':((..~.::...~~' : . \ 1 :3 ~4': S - '''Flu- -'-.-- -t-, .,to 1 -'-i:); -; --:- />::'Y<~8>v'/,:.~... <~~-)~ I, , (. ~ o i___l__~F~23.5 L... -- \- ~:>y:;;:,~.~ I i--~ iFI..23~5 - \- L..1S53 PARK IS _I ><~:<:.::.';;;,::>~;~.<:::/ 1357 PARKS"" (1___ !, -'" ~.... ':,'- -- :1'. - 1'-1. - :......... ;lj'.I~ :\' (.:).~.:t~).*:,':~.:.~.~':I~>."~.\:..~.:"'~::~:':-".:'>'. ! ", ' ~'I . o I 'I' 'J:-, I I _' ".;..V,.>," '>',,~ :."'.' I I .. . l _'n Ln . - - ,-.. 'cD .---. -_.- . 0 ,.I ,".'/./ .'..."" .:. ...'.'./) ." - I I ~ \ I; ~ o l1\ \ T \* : U,. \f[~.~t\~;?J.~i(tt~[ i::: ~ · ! " ~.-. o ~ _' L! ~ _ I, _' L l 1 \ ~::;::::;~<~ ! L : <D \ - i ~. - D ! Lm _ : _ l._. : __ L i_ ~_ I :_~~?~,:~;:~:>,:<;:. 1 ,- ~ ' - 21.33~ - L.__ . \ ' I \ I i it- i ...'(."r:-<....' ..( .;:': '< -::-..,'~ -"', .,..., ' i I 1 \. I ' ....../"..y7'..'~..." '/ )'~'I'/..." j 1 _.. j ~ I - 1- . ' c_ -- ~. . .'-' :-_. II - l- ~ rr-T~:~;>S;~<~.". ., . ';1;-' ill. I \ \ 1 t .z.~.' ,..; -'..."'<(({'1<......,</..<.,..{--(..',- .~,/<.,' "" "'/ \ \ i I --. --- .> ,- :- '" :-..- ~ - ; ..' - ~ - : -\.:"" ?~::.; ..;;~~<~<~,;~;~(;,:'::>},,:<{<}}.< ~: ,. i-I l I I I , , I l "- "," ,.~..:)>'(..,..d../.....,.<../.., .', ""V l_ -- ~ E l.l{-lT ~ ': ~~',\~'~('!<'~m\~~'i,~T ' :. ',. ~ , , , I ' I . \ /,<// 1<://' ~:</.'j., '.', .."".// ' i'! i ; l l . !._.._ L..._ ~__.. L_.. _'-~)'>.>~'::>'>>/:>" -, ~,.,.\>..I.-~. '/:;..> ~ I : I -. \.-- ~__ L_~~. L .,._ .. L _ ~~<,./..,.(..~....I' ./x. '.'....1'.( ""-... ,I I t I ' 1 I L! 1 \ ...v>.~.".,).)'~ ,". ,)'> ''\ :'~ . }A.,.......A i, I ','. _ - - ~... '0. . U_ I. ~ - 11.- :- 1- ill' N . I _ I' 1 _....; j . ~ '., ( 1m 1 '" l _ L i _ l I :_ ! l_..: - l_ I ' 1 \ ! i I I L I 22' 5' . 5' . I I 1 I LI ~ Q..I w U it ~~ 00:: wU ~~ a.U ~I ..- NI ..- 1 1 1 1 I I ( L _ ,.~ i_ L. iI 1 @ 1 24" OA ct ~ ~ ,I " ! I I : ___" 1 1__ I I \ 1.___ 1_.. i i I ! N :.,. N I . o 3' 1 1 I d~' . l._! . 5' i __ t _ '- ~ L_ ... I I ~ , I I ~ ' IX ,~~~ TS~F / E.R; 23tf> , I 0 I . !_ ' ~,l.. -- i \ ~ I __ '__ ,__ 5. -- \ - I \ \ \ \_ S.S., 4:1 ~<WOODEN GATES "-< r /v" ',.. 27' I 9' (TYP.) 3' 14' 1 6' HIGH WOOD FENCE~- 1 AROUND 4 C.Y. ROLL-OUT DUMPSTER I OJ ... c::: ( I/') 11" OAK 4'C.LF.~ l~ _I- - - ,--- 1-1/2"R ,,~, --: .'j - - x --'<- " @\ 05.00' 3" SPRUCE ,~ 10" PALM I 7' @ 3" SPRUCE 6' W/F .../ P&M HC SIGN 1/2. WIDE WHITE BORDER AND SYMBOL 1" SERIES "c" LETTERS 1 /2" BLACK BORDER 1.5" 1 " 1 " 1 " 1.5" 8IGIN 8PECFlCATION8 1. 18"x12" LOGO SIGN 2. 2 SIGN COMBINATION REFLECTIVE SHEETING 3. LEITERS TO BE 1" HIGH SERIES .C" 4. SIGN TO BE MADE OF ALUMINUM 5. POST TO BE MADE OF GALVANIZED STEEL (SEE DETAIL) 6. SIGNAGE PER A.DA REQUIREMENTS EX GRATE INLET 10) EL. 22.95 \~ 5' C~Ah EXISTING PARKING LOT 3" N.T.S. HANDICAP PARKNG SIGN DETAIL . A-ch/tecture 66n 13th Avenue North, Suite 3A St. Petersburg, FL 33710 (727) 381-5220 (727) 381-0052 fax Northside &~ Sewiee4, 'lHC, CIVil · LAND PLANNING ENVIRONMENTAL · TRANSPORTATION 601 CUVILAMD STREIT. SUlrI 9JO CLEARW A Ta. R.Okl DA JJ7JJ (727) UJ-2869 FAX: (727) ""6-8016 I-MAIL: MIsneH.MIMDSPIUMC.cOM Construction Documents Arm Registration - AA-26000510 Clearwater Homeless Intervention Project Parkbrooke Apartments Transitional Housing Turnstone Properties 1353 & 1357 Park Street Clearwater, Florida REVISIONS No. Date Revision STAKING SITE PLAN SCALE: 1"=10' C2.1 10 o 5 10 20 , ; , (.... ". THIS DRAWING IS AN INSTRUMENT Of SERVICE 00 ~'REMAlN' tME. PRop[RTY Of THE ENGINEER, AND SHAlL NOT BE REPRODUCED. 'PUBl OR USED ,IN Nof'f WAY WITHOUT THE CONSENT Of THE ENGINEER. dlP'tR1G.tft ,?OOl. NOT, PUBUSHED " Scale: 1"-10' Project: 0305 Date: 0211/03 )LM~ GERAlD P. GOUUSH. P .E. .2U.O COPIES OF THESE Pl,NlS ARE NOT VALID UNLESS EMBOSSED WITH THE SIGNING ENGINEER'S SEAL 6' MAX. SILT . FLOW 111I::~1I11~ I Jill '~II!IJIIIIIII .' N.T.S. SlL T BARRIER DET AL ____~~W~_~_~~~____~----- ____~~_~~J~~____________ 8" _ ________ _ _ Sti'tlt..j8~____________ ~ PER SOIL REPORT FROM CENTRAL FLORIDA TESTING DATED 3/12/03 NEW BLDG. 3' NEW RETAIN. WALL W/4' FENCE EL.23.0 1-15 @ 8. O.C. VERT. 1-*5 @ 8. D.C. HORZ. EL. 18. EL.17.4 3'-4" NEW 6" VERT CURB 14' BOT EL. 19.4 3-15 CONT. 1-*5- TRANSVERSE 12. D.C. SECTION A-A N.T.S. 22' POST OPTIONS: 2"x4" OR 2.5"DIAM. WOOD; 1.33LBS./FT. MIN. STEEL FILTER FABRIC IN CONFORMANCE WITH SEC. 985 F.D.O.T. SPECS. OR EQUAL EXIST. GROUND PRINCIPLE POST POSITION, CANTED 20' TOWARD FLOW FILTER FABRIC EXIST. GROUND NOTE: SILT FENCE SHALL NOT BE TRENCHED IN WHERE ADJACENT TO TREES DESINGED TO REMAIN. THE SILT FENCE MUST BE SECURED THROUGH THE PLACEMENT OF FILL OVER THE LOWER LIP OF THE BARRICADE. It 14.4' 1 ' 4' C.L.F. T.O.B 23.0 I INTEGRAL CONC. CURB 5" REINFORCED CONC. DRIVE 6x6 - 10/10 WWM N.T.S. TYPICAL DRIVEWAY SECTION 5' It 10' 5' NE.W BLDG. F.F. 23.5 BOT. @ 20.0 N.T.S. SECTION B-B C"'l o o ru r- N NEW BLDG. F.F. 23.5 ...... o to ...... o (\J 21.6 e.- re :::E J .c I- SECTION C-C N.T.S. O"l X '"Cl Cl) ...... ....... Cf) ---- t.n o (T) o ---- (T) o o N ---- It 1/4" ALUMINUM SKIMMER 6" 8" 23.0 22.1 II -- ---- --- -- -------~~ ------------------- --------- ---- ----. --- -------------~-- - ------~-~-----~-------------~- ------ -------- ~--- - ---- --- -- -------~------ r\ , ,'W /-' - '1" -;. PARK STREET 1,'0 ,{1' + .- ------. - - -- ---------- '-- --~------ - ------- ---. ~------- -- ----- _,_ (~ICI~ R /VVI)--- -- -.-----_. - -- -- --- ..- -._-- - '-'-'_1_:_'_'-'-'-'-'-'.'_1.'_1_'_1_1_1_1_1_' . - , . ., C~I_I_I_I_I_I_I_I_I_I_I_I_'_'_I_I_I_I_I_I_I_I_I_I_I_'-'_1_1_'_1.'.'_'_1_1_'_'_'_ EX. 8 SAN -,EN (~?:. Ct -t. t EX. 6" D.I WATER .................... .................. - - -- ~fr- 1 00' :l: ') 21.8 .0 ._______________ _ ____.__ EX.2' CONe CURB -1=-L,IUL TAPPLt:-Jj~____.. ' ------- ~ - - - _ -----..--.----,-....-.---------.- '''_'''_",.2.~~~~~~~,_'''_" " EX 1-1/4" P.E. GAS --------.--~------ .-. _111_1"_'11_'1'_111_'11_'11_"1_11'_111_11'_11/_'11_'"_'1'_1"""-"'_'11_11'_"'_"1_111_"1_ EX. 5' S/W +'1- · · · · · · iLT5 "0 II · ~~rv1. · · · . .........................................-- - - - - - /') <)) (k>',. ---......-CIRCLED ELEVATIONS OBTAINED FROM CITY OF CLEARWA TER RECORDS OF CONSTRUCTION DRAWINGS FOR 1361 PARK ST. 'C' '1'1- SWALE 10" PALM V11/ I 22.9 \ 2~---------1'-------:;.~o I 23.3 NOTE: FIELD LOCATE EXISTING SANITARY SEWER SER.E LATERALS AND EXTEND TO 5' OUTSIDE BUILDING, PROVIDE C.O. (SEE DETAIL) " (\ '1'1.- + ----.-----:1 . .".' \ '[- i \ \ I I I I 23.2 3.5' CONC. SIDEWAlK 12: MAX SLOPE I z UJ J: () ..... - ~t- (LO ::>.J O<!J (/)z CJ~ zO: -c( 1-(1. (/) X W 1/2 W. c.o. ~ 23.3 ~ 23.4 I I 1,164 S.F.~ 0 FF.23.5 1353 PARK S . 0 I I 0 0 0 -----..----------1 ,,',r',,,, 1,394 S.F. :2 ~ FF .23.5 0 0.... 1357 PARK ST. - ~ 0 N 10" PALM '0 OJ ..... ..--- D N ..--- 0 1361 PARK ST. '1 " . I PROPOSED ELEVATION c ~ 22.7 228 TREE () <' ,"\,') -+- 23.4 2.8 T. TREE 23.3 SILT SCREEN \ 5" Cj: t 5. 6" CIT. ~ 22.51 21.5 6" () (\ . n / L~ + \1 ~ 23.0 22.6 ~ t LEGEND , -t ~ 22.5 -v.... EROSION CONTROL 3' WIDE CONC. SPILLWAY EXISTING ELEVATION ~ A LDDRI 'J7CFT 3/12/03 + 23.5 BOTTOM 19.4 RETENTION AREA TOP RETAINING WAlL & TOB 0 23.0 DHWL 0 22.3 S.A.=755 S.F. TOTAL STORAGE VOL. = 1,433 C.F. W.O. 0 20.95 SA = 512 S.F. W.Q. VOL. PROVIDED = 577 C.F. BOTTO~ 0 19.4 AREA = 233 S.F. 22.8 ~o__ __---~. -:-f / DHWL 22.3 . t ri?:./ ? ~' 1 I" 0AV 1-'5 0 16" O.C. VERT. 1 14 4) B. O.C HORZ. 1-14 0 16" O.C. TRANSVERSE 2-'5 CONT. ~,~'l~' ALUMNJM SKIMMER DETAIL N.T.S. ~ SANT ARY SEWER CLEAN-oUT DET AL N.T.S. ~3.0_ .j',. I I 1,.' " , I I ". "- _ ~< ~~----.A- 6' W/F/ "-1 - - ,x, (!l - ..'- u -----. -x- @1 05.00' P&M -7'-- .....- -- ....", ,--- I I @ ___.__.l~?PRyCE _____ _l~ SPRl'~'--------U------l 0" PALM \ \ . I ~\ EXISTING PARKING LOT U.S FOUNDRY 7623 COVER TO BE MARKED "SEWER CLEANOUT" IRON BODY FERRULE WITH BRASS SCREW PLUG JONES PLUMB. CO. T466CSK 6" PVC EX. (.RATE INLET TOP::L /295 8" MIN. CONC. ENCASEMENT . SCALE: 1-=10' 6" PVC 1/12 BEND 6. WYE 10 o 10 20 5 6"x4. REDUCER (IF REQUIRED) . . - , THIS DRAWING IS AN INSTRUMENT OF SEJMCE ~ SHAI:zL.: ~N 'lliE PROPERTY OF THE ENGINEER, AND SHAll NOT BE REPROOlJCJD, 'ro~ ~oysED IN Nf( WAY WITHOUT THE CONSENT OF THE ENGINEER. . . '<!&COP"Y'RIBHT, 2001 NOT PUBLISHED JLM ~. W:'.)~R I d_ GERALD'~ GOUUSM, '.E. .21:wG COPIES OF THESE p~ ARE NOT VAlID UNLESS EMBOSSED WITH THE SlGNING ENGINEER'S SEAL A-ch/tecwre 667713th Avenue North, Suite 3A St. Petersburg, FL 33710 (72n 381-5220 (72n 381-0052 fax HORbslde &~ Sewia4,1He, CIVIL · LAND PLANNI NG ENVIRONMENTAL · TRANSPORTATION 601 CUVILAND STRUT, SUirE '50 CLEARWATER, ROIlIDA 117" (727) ......1-286' FAX: (727) ......6-8016 E-MAIL: NESTECHOMINDSPRINC..cOM Construction Documents Firm Registration - AA-26000510 Clearwater Homeless Intervention Project Parkbrooke Apartments Transitional Housing Turnstone Properties 1353 & 1357 Park Street Clearwater, Florida REVISIONS No. 1 Date 03/20/03 Revision ADDED ELEV. ON EAST PIL PAVING, GRADING, DRAINAGE AND UTiliTIES SITE PLAN C3.1 Scale: 1 "==1 0' Project: 0305 Date: 03/17/03 ....a:..x;IJf ~'~t. .'11 . ~:; .! PARK STREET ,': ' 'r, "" 1~! ... h-ch/tecture 6677 13th Avenue North, Suite 3A St. Petersburg, FL 33710 (727) 381-5220 (727) 381-0052 fax - ---- -- (~{f- -R /w) - -- - ---.---- ------.-. - -.--.------ -- ------.-- -. -----.---- _1_1_1_'_1_'-1-'-1_'-'-'-1-1_1_1_1_1_1_'_1_'_'_1-'_1_1_'_I_f_'_~_I_I_:_I_I_'_i_'_I_I_'_I_'_'_'_I_I_I_'_I_I_'_:_,_,_,_,_,_,_,_,_ EX 8"' SAN S[W ,~ \! ... El(.2' C')W CUFR r--------------------.- --- - ---.-----------..- ~ I ...... .------- "'- --- -~ \ I.-:-~~----,.. ~-----~.--.- -~---------.-------~-_.-._-------~--- -..__.-._---_.~ ----- -------1- -'11f_"I_II,_If'_'H_tll_lll_',j \, 1 I I I ", . L . -' f> ~. . .' ". "r .: ." EX_ 1':"'1/4" P E \~A) . ,t., . - 1 _I 1- )1_1' _II _, _11_1'1_11 _,II_"'_I'I-t:II'_llf_III_lll 11'~"r_''''_'II__\"'I~ltl_'II_.II_'I~._lrl~I'I''--'tll_llt~1'1_"-'_':1_' 1..."'_111.....",____' '........1'1_.,'_111.... 11_1"_ "_'11_\ I ~.".', "". ',"" . . . EX ';;./'1: ~:! i ! 100':t I I I I I i i-..-----t----------l.~ I, Jt' ~ ~. I I I I ~I !:'~ i -------------- ,'~ -\-' I +r I I I II Y I~' W.M. :., I '1 I I I}.', '. ~ ~I /1 I & BOX ~I ,I I I I I I ail I ~ I 1'0" PALM ;'21 II I I I 1 I .' I ~II l2..L I I ~ \11 _ _ I I I. I .1 I -+--... I I ~ 3 r... - - - - ...l I 4 I ~ I I I I I 6 3 " HOllY BUSH rGAS I . I . . , 3.0' ______L~~_. ~_=_~~} METER I ~~ I :iii___j~--~--- 7~': I.' I I I I I 29.2 .~' II · ~ I I W ' II~' ! II II II I' , 5 I 0 > I II' I II ,: I I '.' 'I - , II I ~ I II I "'~ . I ,:.., ' I II I II I , !'l". ..' II I ~ I ~II I - ~ I Ii: ' I: II I II ' .- · ;' II I ~ I 0 I I ; , I i ::d . .1 STORY,:, J: .. :u:: * :.1 STORY II i I 'I: ;. ~ FRAME: _,;. :~'I I I' :. ' ; I :. j !_ l i_F.RAME I ::1353 PARKS!, :: I I: I : II :1357 PARK 11 ::2 l.U~~;~b.i~~~,~: : :jJlL__~_~ : f . ..i ~~.'il~~~~ :II.~ '1: \ 21 I. . ....1: '.' :.\ '-:11 . %.," 1 J I, j@l'O"Pf,!.M::dt III ~ ~ I I. '. . :1 :- ; - 'I' ~ ~:: . " , ~ I. ..1 1 I ~ II N ~ _Cl :.. ..":-:_:_ !j' ~~II"', ...... ''- ....L~- ) :.'. I .L~:-~.: .-Y-~~;.~-.I "\1 ~ I r"\1'- .1 ,'.: , II .'. ;' j I . ,.' I . I. ' . ~ L ~. -4-_ -I" . . I: ~.,:. i' :,' ,I-..;. ~ ~ ~ ;.i~'~~i54 I .' " . . '. .i .....'. :....1 , ; , . ' 1011 I . If' ' ;, 1, 13.:; , III I: . , I. .'.' I ~ [ , .' .' , "1 I NI 1 I . . - ,I: ' :,'\-_' :,:: ~ ; ~ - I I . , . ".' 11.' II c-.i' I. '. . ~ II I . . . ~ ..'. II . . ,. I ~ , 'II J' ~ I : . t H ;1[... ';, :::: o,,,t :', :~I '. ..~ .. .. ;..;.:c.J'l. .. - .. ~8'!: I ~15-J , I.' :....- .. -.- -. ,.--, II + I . .'. I PORCH I ~ I . -11 ! .: l ; , I . '. L I. l c! . I . ~ I r II: . i ;. ! I '.' ~._:.: a II I.' -. I . I <01 I . I I: : - . · ' ; i ; : N II I .:..:. -.: ..L --- - - - - - - - - .J I 10" 'CIT. . I' .' . . ..... .. . I I : ,. ,:::',. ill }, : .' 'I I I . I I . '. , I . " , /I I "' il " t \1 I. ~6" Cllti11,1 TREE !I : . ... '. ~ I . . I ~.5' Ir!'~ ~ _ ~ .,~ .~ ~ ~ .. J IIIi .." JU .3 i,1 I I II I,': "Iy I *1 I:: I : -, '.1: III [I i i: ~ 1 STORY':: i.1 , I~ CBS' ,~I f, I~:' - . ',' 1- _ _n ' l: ;JI \1 I II: : i i . I: ,II j II ,I ~! :: ' : ~ I: I, ,I rt fr IIIL: :; " ~.-~ n;: ~~- JII I ';"1 I 4.~__~.~,---__ ~ I I J . . 11' '-,.M, ,\! ~L ..: ( '- - -'- -- ," .. ' I . ~~_~_~~_ __ _~_~_~_~_____--~--~----- ---....--~--~--..-- ~--=~~F ...-='::'~"=--=~ --~ --.- ---- I., <!1 05. 00 ' P & M _~' . F' IN,' F / I .',"' '~PRUCE .Y' 3PRlICE 10 PALM ' ,--.------. --------"----------.----------.----------------.---, I I I I I i I Northside &~ Sewiu4, 1(1(, DEMOLITION NOTES CIVIL · LAND PLANNI NG ENVIRONMENTAL · TRANSPORTATIO"~ 601 CUVaAMD STREET. surrl 9JO CUARW A Ta, RORIDA JJ755 (7~7) ....J-)869 FAX: (7~7) ....6-80J6 I-MAIL: MISnCHOMIMDSPIUMC..cOM LEGEND DEMOLITION OF THE SITE INCLUDES THE REMOVAL/RELOCATION OF ALL EXISTING STRUCTURES WITHIN PROJECT AREA, PAVING AND BASE, UTILITY LINES (SANITARY SEWER, STORM PIPES, WATER LINES, POWER POLES, OVERHEAD AND UNDERGROUND POWER AND TELEPHONE CABLES, GAS LINES, TREES, SHRUBS, ETC.) AND IS NOT LIMITED TO WHAT'S SHOWN. Clearwater Homeless Intervention Project Construction Documents z W J: U I- ~I- 0..0 :::>..J OC) (f)~ C)~ Za: -< 1-0.. (f) - >< W OJ IT] [I] [TI m ~ . l CIT. TREE ,~ I "/ .1" elM' I I I I L:\ ". '\ t' 4- " --- ..~.- --,. .-Y-~ -~--... --.- ---- --r--~-'-~' - - 1 j : i ,--;:.- ,-) ~ \!- EXISTING PARKING LOT C"1 0 0 ru 0 ru Ui C"1 ru ...-1 lD ...-1 c.... ro :::E ...... ro UJ . Cl ~ -0 Q) ...... ..... U1 ,.....- lD Cl (T") 0 ,.....- (T") Cl Cl ru ---- EX GRATE INLET TOP EL. 2'2 95 . REMOVE: I I I~ I CONCRETE I ASPH. '" BASE :'.- I BUILDING Firm Registration - AA-2600051 0 REMOVE CONCRETE PADS AND CONCRETE WALKS TO THE NEAREST EXPANSION JOINT. Parkbrooke Apartments Transitional Housing REMOVE ASPHALT AND BASE. REMOVE EXISTING STRUCTURE AND FOOTING. REMOVE FENCE. REMOVE EX. GAS METER & WATER METER. Turnstone Properties REMOVE EX. CIT. TREE. 7 ALL CAVITY & EXCAVATION RESULTING FROM REMOVAL OF TREES, SHRUBS, PIPES, INLETS. GREASE TRAPS. SIGN, AND POLE BASE SHALL BE FILLED WITH APPROVED SUiTABLE MATERIAL AND COMP.A.CTED IN 12" LIFTS TO 95% OF MAX DENSITY. 1353 & 1357 Park Street Clearwater, Florida 8 OFF-SITE DISPOSAL OF STRUCTURES, UTILITIES AND CONSTRUCTION DEBRIS SHALL OCCUR IN SOLID WASTE DISPOSAL FACILITIES APPROVED BY F.D.E.P., AND PINELLAS COUNTY. REVISIONS No. Date Revision -- DEMOLITION SITE PLAN SCALE: 1"=10' C4.1 10 o 10 20 5 THIS DRAWING IS AN INSTRUlAENT or SERVICE AND SHAll RE~~ 1}iE PROPERTY or THE ENGINEER AND SHAll NOT BE REPRODlICED. PUE.lUSH~D OR US({) IN f>H'( WAY WITHOUT THE CONSENT Of THE ENGINEER. ~COPYBIGtiT 2001 NOT PUBUSHED U P ~ .. .. ~Ai\ },'I i-GG3 GERALD-P. GOUUStt.P.E. .21:WO COPIES or THESE PlANS ARE NOT VALID UNLESS Et.lBOSSED WITH THE, ?IGNI~G ENGINEER'S SEAl Scale: 1"=10' Project: 0305 Date: 02/1/03 - -..... rT .. .... .. .. .. .. .. .. .. .. .. .. ...... ............. ...... ..................................................... @....... .............. · ...:.:.?":.... ............:.:.:...:.:.:.:.:.: .. .. .. .. .. .. .. .. .. .. 1 .. .. .. .. .. .. .L' - .....,.................. ," / -:q.. .. .. .. .. .. .. .. .. .. .. .. ~ .. .. .. .. .. .. .. .. .. ] .. .. .. .. .. .. I ..... / L.rl -.:.:.:.:,. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .... .'>>>>:<'>>1<<<<<-> I I I I I I I I I I I , I '.J I I STUCCO FINISH ON 8"CMU I I I @@@@ @@@@ / / / / / o I I . ~ .. I@ .. I.. f I I @@@@@@@ / . o I en 6' HIGH WOOD FENCE AROUND 4 C. Y. ROLL-OUT DUMPSTER a I N N a I en 56'-8" . o I in (SIGHT TRIANGLE) : I I : I I ~ I I . o I en , , , , , , , , , , J' '-----[~--~--~l-m --n---~-----TI a I en 1 Bedroom Unit 1 Bedroom Unit 1'-0" BUILDING #1 2.273 SQ. FT. (1ST FLOOR 1,164 SQ.FT.) (2ND FLOOR 1,109 SQ.FT.) 19'-0" 24'-0" 1'-0" ~ I I ~ I I a I N c40 ....... -.:.:.:.:.:.. .':.::::::::..CONCRETE WALKWAY ....... ...... ..:.:.:.:.:.. .. ................................. .......... :.:.:.:.:.:.:.... .. .. .. .. .. .. .. .. .1. .. .. .. .. .. .. ................. .. .. .. .... .................. ............. ........... ........ NEW 36" W00;'; GATE I I ~ .......... ...... , n "TYP..................... 2 -0 5 . . . . . . . . . . . . . . . . . . . . . . r. . . . . . . . . . . . . TYP ...........1...... ~ ~................._. .................... ....1....... ............ . . . . '1' . . . . . . ..... ....... . STEEL BOLLARDS (1O/M.1) WROUGHT IRON FENCE CONCRETE STAIR W / METAL GUARDRAIL .. ...... ..... . .. .. .. .. .. .. . .. .. .. .. . .. . .. .. .. .. . . . .. .. .. .. . . . ..:.:.:.. :.:.:.:.: .......... ..... .. .. .. .. ... .......~ ........~ .. .. .. .. ., .. .. .. .~ .. .. .. .. .. .. .. .. .. .. .. .. ..... .......... ...... .:::::::::: ..::\ \ ...... .. to..... .!_......... to..... ............. CONCRETE WALK ......................t.............. ...........r..... . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ...........~....... ........t..... . ...... I I , I I I I I I I I I I I I I I . -.:t- I Utility D Laundry D D 0 ~ ~ ANCILLARY STRUCTURE 234 SQ.FT. L RETENTION AREA 7 , :~ ~ ,~ I~ ~ , I ~ , :~ EXISTING OAK TREE CONCRETE RETAINING WALL NEW 6' WOOD SHADOW BOX PRIVACY FENCE EXISnNG 6' WOOD SHADOW BOX PRIVACY FENCE e 20'-8" 8'-8" 67' -4" 20'-0" ................................. ..... . ............................. ...... @@@@@@@@@ ----------------- SITE PLAN o 1 2 4 ~ 8 l' SCALE: 3/16" = 1'-0" 32 I r- w W 0:::: r- ef) ~ 0:::: <( 0.... JUNIPERUS PARSONS 1 GALLON PARSONII JUNIPER 12" SPREAD Turnstone Properties L1RIOPE MUSCARI GIANT L1RIOPE 1 GALLON 12" x12" GIANT FULL (TYPICAL) RHAPHIOLEPIS DWARF INDIA 3 GALLON 16"x16" 1353 & 1357 Park Street INDICA HAWTHORNE FULL (TYPICAL) Clearwater, Florida VIBURNUM VIBURNUM 3 GALLON 26"-28 ODORA nSSIMUM FULL (TYPICAL) ILEX VOMITORIA WEEPING 8' HEIGHT wPENDULA .. Y AUPON HOLL Y 4' SPREAD GENERAL LANDSCAPE NOTES 1. ALL PLANT MATERIALS TO BE FLORIDA 11 OR BETTOR QUALITY, INSTALLED TO THE HIGHEST NURSERY STANDARDS 2. MULCH TO BE 100% CYPRESS, GRADE B, INSTALLED TO A MINIMUM OF 3w THICK IN ALL PLANnNG AREAS. 3. SOD TO BE 95% WEED FREE ST. AUGUSnNE "FLORA T AMw AND BE INSTALLED WITH TIGHT JOINTS, ROLLED AND FERTILIZED AT TIME OF INST ALLA TION. 4. ALL DIMENSIONS TO BE FIELD CHECKED BY THE LANDSCAPE CONTRACTOR PRIOR TO CONSTRucnON, WITH ANY DISCREPANCIES REPORTED IMMEDIA TEL Y TO THE ARCHITECT. 5. ALL MATERIALS MUST BE AS SPECIFIED ON THE LANDSCAPE PLAN. IF MATERIALS OR LABOR DO NOT ADHERE TO SPECIFlCA nONS, THEY WILL BE REJECTED BY THE ARCHITECT WITH PROPER INSTALLAnON CARRIED OUT BY THE LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 6. NO SUBSTlTUnONS OR CHANGES OF ANY KIND SHALL BE MADE AT THE nME OF BIDDING SO AS TO PROVIDE FOR FAIR AND EQUAL COMP ARISONS. 7. ALL PERMITS NECESSARY ARE TO BE PROVIDED BY THE INSTALLING CONTRACTOR UNLESS 0111ERWlSE SPECIFICALLY STATED IN THE SPECIFICA nONS. 8. NO CONTRACTOR IDENTlFICA nON SIGNS SHALL BE PERMITTED ON THE PROJECT. 9. CAREFULLY REVIEW THE LANDSCAPE SPECIFlCA nONS. THE INSTALLING CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL ITEMS CONTAINED THEREIN. 10. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING DRAINAGE FROM PLANTERS AND POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY EXISnNG unLlnES THAT ARE DAMAGED BY WORK PERFORMED UNDER 1111S CONTRACT. 12. DISPOSE OF ALL DEBRIS AND PLANT MATERIAL ON A DAILY BASIS. ALL SIDEWALKS AND DRIVEWAYS SHALL BE SWEPT CLEAN AT THE END OF EACH WORK DAY. PLANT MATERIAL SCHEDULE QUANT. SYMBOL BOTANICAL NAME COMMON NAME SPECIFICAnONS ~ TRACHELOSPERUM VARIGA TED 1 GALLON EJ JASMINE MINIMA JASMINE 12" SPREAD 160 145 111 . 109 ~ 101 @ 6 . 4 I ~ CABBAGE PALM SABEL PALMETTO 12' HEIGHT (4 TYPICAL) 2 LIVE OAK 14' HEIGHT 8' SPREAD 3" DBH QUERCUS VlRGINIANA GENERAL IRRIGA TlON NOTES 1. THE CONTRACTOR SHALL PROVIDE A 100% COVERAGE AUTOMAnc IRRIGA nON SYSTEM. IN ALL CASES COMPLY WITH THE WRITTEN IRRIGA nON SPECIFICA nONS AND THE GENERAL IRRIGA nON NOTES. 2. ALL SODDED AREAS SHALL BE IRRIGATED WITH 6" POP-UP SPRAY HEADS (OR POP-UP ROTORS WHERE APPROPRIATE), UNLESS OTHERWISE NOTED. 3. VALVES ARE TO BE INSTALLED IN VALVE BOXES LARGE ENOUGH TO ACCOMMODATE MAINTENANCE AND OPERA nON OF VALVES. VALVE PIT SHALL BE FREE FROM MUD OR OTHER DEBRIS WHICH MAY COVER VALVE. PROVlDE~" DIAMETER RIVER GRAVEL SUMP 3" THICK AT THE BOTTOM OF VALVE PIT. 4. ALL IRRIGA nON MATERIALS AND INST ALLA nON SHALL MEET FEDERAL, STATE AND LOCAL CODES, REGULA nONS AND ORDINANCES CONCERNING IRRIGA nON CONSTRUCTION. 5. ALL SLEEVES ARE TO BE SCHEDULE 40 PVC LOCATED A MINIMUM OF 14" BELOW FINISH GRADE. 6. ADJUST ALL HEADS TO PROVIDE MAXIMUM COVERAGE AND MINIMUM OVERTHROW. 7. ALL PERMITS NECESSARY ARE TO BE PROVIDED BY THE INSTALLING CONTRACTOR UNLESS OTHERWISE SPECIFICALLY STATED. 8. ALL WIRES SHALL BE INSTALLED IN WIRE SLEEVES UNDER WALKS AND DRIVES. 9. CAREFULLY REVIEW THE IRRIGA nON SPECIFlCA nONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ITEMS CONTAINED THEREIN. Arch/i:L?cture 6677 13th Avenue North, Suite 3A St. Petersburg, Fl 33710 (727) 381-5220 (727) 381-0052 fax Construction Documents Firm Registration - AA-2600051 0 Clearwater Homeless Intervention Project Parkbrooke Apartments Transitional Housing REVISIONS No. Date Revision 1 3/17/03 Per DRC Comments Landscape Site Plan . Scale: AS NOTED Project: 03001 Date: MARCH 12th, 2003 SPREAD NOTES FOR TREE PLANTING DETAIL: 1. ALL WOOD SHALL BE SPRUCE OR PINE -NOT PRESSURE TREATED. 2. CROSS TlES SHALL NOT CROSS OVER WOODY ROOTS. 3. REMOVE ALL STRING &/OR WIRE WRAPPED AROUND TRUNK. 4. REMOVE ALL STRAPS, ROPES, WIRE, &/OR STRINGS USED TO LIFT THE ROOTBALL. 5. REMOVE ALL BURLAP &/OR WIRE FROM THE TOP OF THE ROOT BALL. 6. TOP OF ROOTBALL TO BE SET 2" BELOW FINISH SURROUNDING FlNISH GRADE. ~ :r: o W :r: 2"X2"X4' STAKE 2"Xt'X4' "ROSS MEMBER o R(' llALL 2"X2"X4' CROSS MEMBER TlLLE[) AND lOOSENED NA TlVE srI' BACKFILL 2"Xt',' STAKE 2-2.5"DRYWALL SCREWS 3 TO 5 TlMES THE WIDTH OF THE ROOTBALL TREE P'_ANTING DETAIL ~ NTS ALL SHRUBS/GROUNDCOVER TO BE TRIANGULAR SPACING. SEE PLANT LIST FOR (O.C.) SPACING. .~~ -118" MIN. SETBACK FOR SHRUBS ~ -l & GROUNDCOVERS O.C. SPACING BACK OF CURB/ BED LINE PLANT SPACING DETAIL NTS POSTS O. C. = 2 3 CANOPY SPREAD (8 MIN. >- a... o z: <: <..>.......... r<") z: ~~ lie 00 0;:5 l/)O::: ~a... l/)l/) o a... POSTS O.C. 2/3 CANOPY SPREAD ( MIN.) o 1"x4" PT PINE 2"x2" PT PINE ro ~ EXISTlNG GRADE II II II II II II II II U . o r<") TREE PROTECTION NTS MULCH 3" FROM TRUNK FERTlLlZER TABLETS AS SPECIFIED. PLACE UNIFORMLY AROUND ROOT MASS BETWEEN MIDDLE AND BOTTOM OF ROOT MASS --MULCH 3" DEPTH .- TILLED AND LOOSENED NA TlVE SOIL BACKFILL i._ FERTlLlZER TABLETS AS SPECIFlED. PLACE UNIFORMLY AROUND ROOT MASS BETWEEN MIDDLE AND BOTTOM OF ROOT MASS. SPREAD Architecture 6677 13th Avenue North, Suite 3A S1. Petersburg, FL 33710 (727) 381-5220 (727) 381-0052 fax MULCH 3" FROM STEMS PREPARED PLANTlNG SOIL Construction Documents Firm Registration - AA-26000510 EXISTlNG UNDISTURBED SOIL 3 TO 5 TlMES WIDTH OF ROOTBALL SCRUB & GROUNDCOVER PLANTING DETAIL NTS - UNDISTURBED SOIL -2-2"X4" STAKE W/ LONG TAPER MIN. 18" INTO UNDISTURBED SOIL TlLLED AND LOOSENED NATIVE SOIL BACKFII.: ROOTBALL FERTILIZER TABLETS AS SPECIFIED. PLACE UNIFORML Y AROUND ROOT MASS BETWEEN MIDDLE AND BOTTOM OF ROOT MASS. Clearwater Homeless Intervention Project Parkbrooke Apartments Transitional Housing Turnstone Properties 1353 & 1357 Park Street Clearwater, Florida PRUNE AND TlE FRONDS TRUNK SHALL BE STRAIGHT AND WITHOUT CURVES, FREE OF SCARS, BURNMARKS AND BOOTS REVISIONS No. Date Revision 1 3/17/03 Per DRC Comments :x:: z: :::> ~ 0::: <: Wo -Jo <">0 ~ 0::: <: W -J <..> 5 LAYERS OF BURLAP, 5 - 2"x4"x16" WOODEN BAnENS CONNECTED WITH 2-3/4" STEEL BANDS. z: ~ 2"X4" WOOD BRACE (3 EA, MIN.) NAIL TO BA HENS & STAKES (3) 2"x4"x36" WOODEN STAKES 6" SOIL SAUCER AROUND PLANTlNG HOLE. Landscape Details 3" MULCH LAYER EXISTING UNDISTURBED SOIL MIN. 3 TIMES THE WIDTH OF THE ROOTBALL . PALM PLANTING DETAIL Scale: AS NOTED Project: 03001 Date: MARCH 12th, 2003 NTS ~ + 25' -6" ROOF HEIGHT ~ +19'-4" BEARING HEIGHT ~ +10'-0" 2ND FLOOR ~ :to'-o" 1ST FI on ~ +25'-6" ROOF HEIGHT ~ +19'-4" BEARING HEIGHT ~ +10'-0" 2ND FLOOR ~ :to'-o" 1ST ~I DOt< 20"0 LOUVER WI SCREEN BACKING STANDING SEAM METAL ROOF (ANODIZED ALUMINUM) LAP SIDING (WHITE) SlUCCO FINISH SYSTEM ON 8" CMU WALL (CREAM) (TERRACOTIA - SHADED AREA) ALUMINUM GUffiRS & DOYrNSPOUTS (ANODIZED ALUMINUM) BRIDGE (BEYOND) METAL RAILING (GREY) CONCRETE STAIR . r - 8 ir - j 14'-8" 14'-8" 6'-8" 21'-4" 21' -4" r- STANDING SEAM METAL ROOF / (ANODIZED ALUMINUM) / EXHA~ST tN LOUVER (TYP.) CONTROL JOINT I (TYPICAL) :".:::.:.:.::..:::::.1:.:.:..::::.:::.:.::::::.::::.:::::::'::::.:::::::::::':'::::::.:':::'.::::'.:':".:.:,,::}:::":'::::.::::-::::::::::::.::' V-, I ::. :::::.:. ::. .:. '. :.'==1"::.1::: .::::. .:::::.:::::::::::::.: '::.: '.:Ea':: ::. :::. :::: :::. U I .... ...........{. .......,.. .. ...................... ....... .t..........}. .............. AL M NUM GUTTERS ~ DOWNSPOUTS i::::C"':::"':"::':'::S!l i :':::::: :::i:'::::.::::::::::',:,ii,i.,i ,}:\.::::,::.:..':: :::::.:::,:,',:::.: :,.:::,:, (ANODIZED ALUMINUM .' ..- -~..._- .- -........-. ...--.......--....;..-.-...-- _..- - . _.. . - - = .. .- ..... ... . .. . . .. ........ .. ............. [IJJ .:::.:::':~:::::~:::~:.:':~::::~.: / \ ::: ..r~~.r~.:~:::.:).:: .:'~:i~:~:~:~.t::.~r~{::::'::! ./ \ .':.:~:~.':~~~:::}::::::}~: SlUlJ '::::':::::}:::::::::::::::::::i.: :..:.... .:. .t':: ':}::':::::::::::::::::'.::}:::::.::::::::::':::::::::::::::' ~:~.:.::::.:.::'.{::.:}:::::::::::::::.::.:::::'. .: :.:.:.:::::.:.::":":": ::l:":':':':::-:'::.r.: :::::::"::.:.: :-:::'::':::':::::::'.:::.::::':':'::":::":::":' . .:::-: :.::: .:"f::.:'::::.:'::::: ::".::::_: ~ Ir . . ....... ............ ..... .. ........... ... . ........ ......... SlUCCO FINISH SYSTEl1 "IN 8 CUU WALL EIItitfIii:Ilit i~~~~~OTTA - ~HAD~9"'AREA) · . .... .. ..................... .......... . .-.. -~ ~ ~ = -r- I- - -I- I- - == .. ~~ I I 12 4~... i I I I -1 _. -t -- - -- n SINGLE UNG WINDOW : I ,- PRECAST SILL ~ I] I ' Ern Ern --- -1 - I I 1.-.---. I :':.:::<::::::::::::::'.::'::]::. .:::.::::::::.:j:.:..:::::::::::::':'.:::::::::,:::::::::\:':::::::':::.: :::::::::::::.:t.: :::::::::.J:::.:::::::\:::::::::::::.::::- :./:':.:':::::':::-::::::::::J :::::.:::::.:.:j ::::. ':-:::::::': :':::.:::::::::::-:::::::::':':.:,::\::/:: ::::.f:::::/::::,-:.t::-:::::::::::::.":::::.::::. - '::L:::'.:.:::':';2::L~':'_:l::t~: ~{:::::::.~:.t~::~S:::.L:~i:\t:'~:::::::'j:..::.2':.L:'Li' .. ...................... .... ....................... ...... .................................... \~~\~::~.. ::~.~:::~:~::~r.:~:~:.\~~:~.{::::.:::}}:.:.~:::::}\}~~~}I??):/~)~\~~r.:::.:~:~:::.:::t. :..:i:~~\~~~~II~~:: .. --- -"- -- _.. _.- 1_ _ 1- __ ._ r ~1'-4" 18' -0" 1'-4"~t'-- ~ 12' -0" 18'-0" 54'-0" 18'-0" 67'-4" 5 ~~E~;1;1~~?tion - Side ~ +25'-6" ROOF HEIGHT ~ +19' 4" V BEARING HEIGHT ~ +10'-0" 2ND FLOOR ~ :to'-o" 1ST FI DOt< 12 6L~~,,- ...V.......... .......~ .." ./ ....... ...... ./ ....... I .:}.:. :'.:.:::.::::::r::r::':: :.::: ::}::::. .::~.:::::::.: '.:.":::".: ::J ::/".::.::/::: ::J.J: :.:.: :.::::: :::.\::.:::.:t ::.:::':::.: /:: ':.... ):--:: ..... ... .. .. .:: ::.: ',.:.: :.::: :.:.:.: :.:.::.::: ::.::. STANDING SEAM METAL ROOF ~ (ANODIZED ALUMINUM) ~ ~ , 12 6~ r./ ............."- ./ ./ ....... ../ ....... .... .. .:..:r'::~.:j::: ..: . :'::: :..::.::::::'::~/' .:'.. :.:: .::: :::::: .. . .:" .. : .. .::::" / .'ff':: .. / .. .. / .. .. / / / / -r- -I- ... ALY'MINUM GUTTERS & DOWNSPOUTS ~ (ANODIZED ALUMINUM) I I I ... Ern ::lJ " ::. " ... .. ... """ ~ - ~ - -~ -~ ~ - ~ - f- - f- - 1--'-- -r- -I- " " r- - r- - LIGHT FIXlURE I- - I- - .., , , ".~cmICAL)_ : ; SlUCCO FINISH SYSTE~ ON 8" CMU WA., L (TERRACOTIA - SHADrD AREA) , I (CREAM~, ! ::. :'. :'. .. s " ....... .. " " " .. " " " :. .J.:: :.: ':::.,- ':':'''.:.:.: .::.:'::::. :,,:: :::J::: . ................uft~-i:~~l.I--t / :a:.-.- L -, .. / .. / ...... / ...... / :::::. / ~/ ~ :::::. 12 4~,.. - / .. ::: / .. .. .. / '::-'-1'.::::: :::.:::. ':':. :'.:: ,,: .:::.:.::::::::::.: .. / ..+..... -.. .+.{. .. ....... {::. ..:. / .:: +:.:::: ::.:.:: :.: :1-:,:, ::'. ":':':':':':'::':'L ::: / '-:-i"'7.':-:-:-:-:':.:,:"r':r:-:'::::':-:-1{ . lI~{~kiA:t~) .. r f.J "6 " " .... " .::::: " " " " r -' r:-: ... ...--...:' .. ,:. : METAL RAILING (GREY) I -------- .., Ern r- --- I I I I I I I I I .::::: .. .. L., ...... .. ... .::.:.:.:. 2 '- i ... .. -- / .. ..... / - ... . ...... ......... .-:.:.~.. / :.: :-::-:":': :: :::::::::'. ':.::":: ':.::: ::..~~:.-::::.::::: / ':':f':'::':':':-:':':':':':' :.:::V:::.:.::.:.: :.::)f.H:.: / : :/ -' " " " " " " " ...... C.J. (TYPICALY ': ! I :'k;tt~%}:~.~:.:~:: )~'::~:~.:.:.::':::::.:::}:~j ..-. -- .........., '--=-"PREC~SrSlLL I SINGLE HUNG wn DOWS 27' -4" 11' -4" I I t 3'-4" ~ ~ ~ 67' -4" ~ 14'-0" 11'-4" 6 ;~~:~:.~:~.~tion - Courtyard '-8" I 0; STANDING SEAM Mf ROOF (ANODIZED A' "JUM) [II] SINGLE HUNG WINDOWS II PRECAST SILL I" 6'-8" t 21' -4" 14'-8" ! 1 t=- .. South Elevation - Rear SCALE: 3/16"" = 1 '_0" 20"0 LOUVER WI SCREEN BACKING STANDING SEAM METAL ROOF (ANODIZED ALUMINUM) LAP SIDING (WHITE) SlUCCO FINISH SYSTEM ON 8" CMU WALL (CREAM) (TERRACOTTA - SHADED AREA) ALUMINUM GUTTERS & DOWNSPOUTS (ANODIZED ALUMINUM) 12 6~ BRIDGE (BEYOND) METAL RAILING (GREY) CONCRETE STAIR 4 ~~~~16~_~~.ation - Street Front A\ ~~ . 20'-0" 62' -8" EXHAUST ~AN LOUVER (TYP.) SlUCCO FI ISH S STEM ON 8" CMU WALL (TERRACOTtA - HADED AREA) I ~REAM) .. ;.. - ipREC-~SrS1l1 ISINGLE HUNG WINDOWS 2' -0" 7'-4" 20'-8" 2 ;~~:~/:.~,:~_~tion - Side 12 ,~~ ./ ..,r ....... .:::----......... ........ .... ./ . ..:"':. :.-:. .::-.-: ::)". :'::_':):::.:.~ :":.:.:.~.:. :"::::: I:::::; :.:..::.>:::::~.~:::: :~~.~. ':~:::--:::.:__: /:::L:\?t \:,,:::}~/: //~: .::. :]1." " .. :.." .. ':. -'-:'. "" .. .... " .. -- .. " ::. .:: :: .. b "\ ... .. :: ~ / .. .. :: / .. .. .. / ::::t::::>:::....: .:....-. .:>:.'::J:': ::: // .., ........ ...... ..... ...:.r.. . i:!;:j;~S3I;;~\ ::. r fJ "fi' " ... " -.- , ::..:.:.:. " ::.::. " .. " ":::.-. " ~ - -,..-- 1,:-,- 12 4~,. ~ I , --- I I I I I I I I I .- '-[1 ''- .. ~ / / .. .. .. ... / ':::f.. ::-:::<:: :':::'::--.::'::::::~.:;:?7 // ::::1 :. : :':':::::':':::::':'. ::.: :.:.: ::::.::)f::1':':' / .. '- ;: ..... .... t tS-4" 3 ~~E~;1;..I~~?tion - Courtyard 11'-4" - - - - ........ 18'-0" 66'-0" 67'-4" ~ \t.3;Y' ~ I + C.QNIFOL JOINT (TYPICAL) I -.- - f..- , - -I- 21' -4" STANDING SEAM METAL ROOF (ANODIZED ALUMINUM) Al dMINUM GUTTERS & ~OYrNspOUTS (ANODIZEgINUM) CONTROL JOINT - (TYPICAL) . T - .. too -- ._ .__ __ 0-_ L __ J_ __ _. __ I 18'-0" \ STANDING SEAM METAL ROOF \ (ANODIZED ALUMINUM) \ \ 12 6~ /./ ................................ ./ ./ ............. .......... ../ ....... ::I~:'~:.}.:~..~r;::'.]}\\i~~//(:.~-:.-?:'./::.:::::c-:::r ;Y~.. 'Ii: Ern I:' Ern" / .If:'. : // :::.: :.:.: // :'.::::':: 1,.- .. / '::.::. ALYMINUM GUTTERS & DO~SPOUTS -~ (ANODIZED ALUMINUM) I , -~ - -r- ~~T ~:lURE -l- .. s~cmICAL) "I ... .. . ; SlUCCO FINISH SYSTE~ ON 8" CM J W~lL I (TERRACOTTA - SHAD~D AREA) I (CREAM~' , "'-. - PRECAST SILL' ... SINGLE HUNG WI~ DOWS C.J. 1-- -(TYPICAL) : 27' -4" 56'-8" " ~ :.:. " .. """"" :.: \f:::~::/:::}:):~( ~'.': .~:.~::'::::~ ::/(': .. ':'r'::':' ..::- ::'-..- ''''. .... ',- :: t:-:- ::.):~;..:::r.::..::>]-:?:~::.G~%:~.Z::...:.:~:/::i.:;;J\ :'. :'::'. :'::.:: :.:. .:. .:.:.::.:.:': :.: :.:.::.:.:.: :.:: ::.>,; r.,:.. .:.:: .:.:.: ':. / :tF:' I.. L ., :: /' .. / ':::.. .. // :::::::::::: '. / ':'.-:':':' 1__.. r -' .. ~ '::.:.:.: " - '.:.:.:: f:f. -, "" ::.::.:.: .. . "" /:?:r+.!. ':: :.:: .::.:~...:" '. ..:::::::f:: "" .:.:t::::f:.:: :'.::' :.: '.:.::.:.. ".:::. :':'.J:.:. . '~4 .. I- ---.. I I I I I - - I I I I 11'-4" 3'-4" Arch/ic?clllre 6677 13th Avenue North, Suite 3A St. Petersburg, FL 33710 (727) 381-5220 (727) 381-0052 fax Construction Documents Firm Registration - AA-2600051 0 j Clearwater Homeless Intervention Project Parkbrooke Apartments Transitional Housing Turnstone Properties 1353 & 1357 Park Street Clearwater, Florida 1'-4" REVISIONS No. Date Revision 1 3/17/03 Per DRC Comments Building Elevations . Scale: AS NOTED Project: 03001 Date: MARCH 12th, 2003