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I)...\'.'I-: ~ NO UNDEH<..HOUND IN~.-; L'LLATloN:", OH I~IJ-'HOVi':~II';N 1_:-; p t~ 0 ~. ~V{~ f~i;' ~ r.1.E ~J j.l{5I};~: ?Ji< & '" A P P ~: H II:HJ " '< ::;: ~~ '"~":,~" ::~' .~,::. ~';';:'E p~ ;;;, ":, ,,:, ~ :~',. s, ,m y NO.1" V AJ.:.IV\ 'Y7Xrrv.gJltlJt;."F,--\<;31l"i~::\TU HE ,'N 1> .-.1 E UHIGIN "I. ~i~J1'f,~ ~f~::'f'?kr;.t~~":~~))-i~:t.::t~4-'::NSED SUHVEYOH AND ~...'PPJl:H I ~NCHO"( .I~IEN IS, IF ,'NY. .'HE :-jlll)\VN IIEHP:ON ----;'~,~-'~'""--....."' ~ :.....~.~!:~~t:'~'"'-~-----------_._-,--------~--------------------~-- L\ "\. ) (HI:Q'2IP v, () P I 1)\ H (; 1 \) ; ~; H;: ~ I :2 :;:) :2 Z ~ . N - ~IN ~~ :2 12" MAX mJ~ 12" MAX HAND PLACED SElEClED BACKFlLL NOTES: 1. WATER MAINS TO BE ON NORTH or EAST SIDE OF R.O.W., APPROX. 4 Fr. BACK OF CURB UNLESS OTHERWISE AUTHORIZED BY CITY ENGINEER. 2. SERVICE CONNECTIONS TO BE 2 Fr. FROM SIDE LOT LINE ON EITHER SIDE OF LOT (SEE SHEET NO.3). THESE SERVICES TO BE CONSISTANT WITHIN THE SUBDMSION. DRIVEWAYS SHALL NOT BE BUlLT OVER METERS. 3. ALL LINES SHALL BE CHLORINATED lUld PRESSURE TESTED (TEST FOR ONE HOUR @ 150 P.S.!.) UNDER THE DIRECTION OF THE UTILITIES DEPARTMENT. AFTER SUCCESSFUL COMPLETION OF THE TESTING and CHLORINATION, THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES. 4. TEN FT. SEPARATION REQUIRED BETWEEN PARALLEL WATER & SANITARY SEWER LINES. 5. SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS TO 4" PVC MAINS. SADDLE IS REQUIRED FOR 2" SERVICE CONNECTIONS TO 6" and LARGER PVC MAINS. LARGEST SERVICE CONNECTION TO A 4" MAIN IS I 1/2" and LARGEST TO ANY MAIN IS 2". 6. MINIMUM DISTANCE BETWEEN SERVICE TAPS TO BE NOT LESS THAN 36". ~~ SEE NOTE 2 ::I i:i: ~ ~ lD 1. RISES SHALL BE INSTALLED ON ALL "'YES (BOTH PRESENT" FUTURE SERVICES) TO PROVIDE DEPTH AT SERVICE NOT OVER 4,0' EXCEPT "'HERE OTHER"'ISE REQUIRED. 2. MINIMUM CUT UNDER ROAD"'AY - 4,0', MINIMUM CUT AT PROPERTY LINE - 3,0' OR AS REQUIRED FOR SERVICE, 3. RISERS SHALL PREFERABLY FOLLO'" SLOPE OF BANK TO REQUIRED DEPTH, 4. RISER MATERIAL SHALL BE THE SAME AS MAIN MATERIAL, NOTE BEDDING AND BACKFlLL TO BE PLACED IN LIFTS NOT EXCEEDING 6" IN THICKNESS ~...,- C) z o C ILl lD NORMAL TRENCH BOTTOM Threaded Corporation Stop MUELLER H 15008 or approved equal (Tap at 450 Angle) r Curb Stop / MUELLER H14350 with Lock Wing and ~ Compression inlet or approved equal 'T' OR 'Y' BRANCH .. BEND ____ BEDDING AND BACKFILL COMPACTION DENSITY TO 95" MODIFIED PROCTOR A,A.S.H.O, T-180 (ASnA 0-1557) NOTES: FOR BEDDING AND TRENCHING Saddle if Required See Note 5 ELEVATION 1. Olmenelon Bc - Pipe 0.0. Olmeneton Bd - Trench Width at Top of Pipe Maldmum Bd - Bc + 30" Minimum Bd _ Maximum Olmenelon of Bell + 8" (Unllh..ted Trench) Saddle shall have double stainless steel straps with epoxy coated ductile iron body. Water Service Tubing Driscopipe 5100 or Endot/Y ardley Blue Jet, SDR 9, 3408 Polyethylene SANITARY SEWER SERVICE CONNECTION DETAIL N.T.S. 2. Depth for removal for unsuitable material ahall be aa llIqulnld to reach aultable foundation. For rock or oth.. non-cuehlonln; material. depth lIhall be 6" below bottom of utUlty, WATER SERVICE CONNECTION DETAIL 3, All backfll and aelect material under 011 roadwa~ drh,.a (lncludln; dirt drlwe), and parkin; areas shall be compacted to 98~ of ths modi- fIed proctor maxImum dry density. (AASHTO t-1110). Backfill and select mat.rlaI und.. all oth.. oreOll lIhall be compacted ae follows: From bottom of trench to 12- aboYII top of pipe - 915~ of modified proctor maximum dry denelty (AASHTO T-1110). From 12" above top of pipe to top of backfill - 90X of modified proctor maximum dry denelty (MSHTO T-180) n~ 'SI\I'J ' MHG) WV. @) @ @ AO? .;:9 D ~,'~.:'~,~::>,::1 Ii ':1' : ' ~ .... "l ,..1 ".~ --.----- , :~;<.: N.T.S, UTILITY PIPE BEDDING DETAIL N,T.S. LEGEND EXISTING FIRE HYDRANT PROPOSED SITE/UTILITY PLAN SCALE: 1" = 20' EXISTING SANITARY MANHOLE EXISTING WATER VALVE EXISTING WATERLINE MARKER EXISTING GAS LINE MARKER EXISTING SEWERLINE MARKER EXISTING ELEVATION rn ~ @-(riJ"~j I,~ 'j.1 -_....._. t J /. ,;;, 'I : SEP 0 7 2001 [:. I PLANN!N~~;~ DEVELC" em OF CLEf; EXISTING CONCRETE SIDEWALK PROPOSED CONCRETE SIDEWALK PROPOSED ELEVATION 1?L-OCK I I 1? I I f\ ~ V ~ J ~~ Z "'- v~~ \- > ~ Ilif~ Ilit>.r ~ ~~~ IJ\\\..\< -.J \-~O IJ\~~ ~> \- \f\ ~ gj EXISTING 4' CONCRETE SIDEWALK AND 0.5' CONCRETE CURB TO BE REMOVED fiLl - .' O'IY'l}~ (I; l ~ U \.!J l.!::~ ; K ,- lJ -, Ii ~rSE~~OOI J ! PLANNIW ".LOPME~.j , l cr.__J:ARWA'r~ :;'-:<,,1 \D J /.~' Z ~ \D b ~. . 0' -1 ,', '1 '1 ~_AN /f.o/' '\ M.H. ~ (i) I I I I I \-- I Z f"\~ ':L> I v- ~~ ~ ~~ \f\ O~ "tl<\ N b 0,0 1) PROPOSED 4' CONCRETE SIDEWALK (TYP.) 10 L-or I ~ 1~~;;,~'4'( t<') 126.2C)'( F:> ,f> 1-0 5.1.1e. ID 1.1 ,-1 '"':S.~_"-;9" 17" C:>8' I r-. ::I, i) /).0 /).0 \) r .c.M. ~",,~" .~ Z 1-0 Cl \) 11\ 6 1'X~_x-x_x 1 PROPOSED " L. TOT LOT s tL y "- ^ Q ~ ill [II' 0 vlL t 23.5' 9' -v 11\ Z o. "" Cl o~ - \J 1- \>1- oQ O'~ 1) ~ 2 v v Q ~ ~ v ,0 /).0 ~ N .~ 10 12' PROPOSED 28 L.F. 6" PVC SANITARY @ 1.0% MIN. PROPOSED TEMP. BLOW OFF ASSEMBLY PROPOSED 11/2" WATER SERVICE APPROXIMATE LOCATION OF EXISTING SANITARY SEWER LINE HIC /} ==:t~..~:~ L_o-r /f.\9'2 ;;AN. M.I-IG 60/ 1" PROPOSED CONCRETE P At-!\/\E::- -r-;-rC7 WHEEL STOP (TYP .) APPROXIMATE LOCATION OF EXISTING WATER LINE ?l-c'l~ f, R/ W ( P) 2116'" A'5PI-l. P'VM1". ...... ," , !, .. , PROPOSED 3/411 WATER METER AND BACKFLOW PREVENTOR SECTION LEGAL DESCRIPTION (AS FURNISHED) LOTS 13 AND 14, BLOCK B, NO.1 SPRINGFIELD SUB, DIY., LESS AND EXCEPT THE SOUTH 6 FEET OF SAID LOT 13, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT Bf.>OK 3, PAGE 56, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. SITE DATA TABLE EXISTING REQUIRED PROPOSED SITE AREA 12,867 S.F.l0.30 AC. NOT APPLICABLE 12,867 S.F.l0.30 AC. ZONING 0 NOT APPLICABLE 0 USE VACANT NOT APPLICABLE OFFICE/CLUBHOUSE BUILDING AREA NOT APPLICABLE NOT APPLICABLE 3,500 S.F. SIDEWALK NOT APPLICABLE NOT APPLICABLE 430 S.F. ASPHAL T PAVEMENT NOT APPLICABLE NOT APPLICABLE 2,504 S.F. TOTAL IMPERVIOUS NOT APPLICABLE 10,937 S.F. MAX. 6,434 S.F. TOTAL PERVIOUS 12,867 S.F. 1,930 S.F. MIN. 6,433 S.F. ISR NOT APPLICABLE 0.85 0.50 FAR NOT APPLICABLE 0.40 0.27 FRONT SETBACK NOT APPLICABLE 25FT. 15 FT. SIDE SETBACK NOT APPLICABLE 20FT. 15 FT, REAR SETBACK NOT APPLICABLE 20FT. 10 FT. PARKING NOT APPLICABLE 11 SP. 6 SP. (INC. 1 H/C) C, I. PLUG I r-4'-1 r-41 -1 S" OR 6" COMB I NA TI ON FITTING (SEE PLAN V I EW) PLUG '" FINISHED GRADE / -m CORP~:nON STOPS TO BE FOR USE WITH DR 9 C.T.S. P.B. TUBING. 2. SERVICE ' OLE ~EQUIRED FOR ALL P.V.C. TAPS. 3, METER ONLY TO BE FURNISHED BY CIlY OF CLfARWATER. 4. METER BOX~ SHAll BE CONCRETE PER CIlY SPECIACAll0NS. 5. CORPORATION STOPS SHAll BE TAPPED DIREC1l.Y INTO DUC11LE IRON PIPE. NO TAPPING SADDLE IS REQUIRED. 4" RING OF CONCRETE (3000 PSI) ~OMPACTED BACKFILL STANDARD CONCREfE METER BOX WITH CAST IRON UD 3/4" OR 1" SERVICE TUBING OR 6" PIPE (SEE PLAN VIEW) I 3/4" OR '" BRASS MEfER CPLG. WITH MALE I.P. THREADS ON TAILPIECE 3/4" OR 1" IR 9ALVE ASSEMBLY C.T.S. COMPRESSION UT) NG ct METER SADDLE N '" ~4" OR ," CORPORAll0N STOP ~ ITH CC THREADS ct .T.S. COMPRESSION F1TIING) ~+~~~~y~DLE ~XY COATED SADDLE STAINLESS STEEL STRAPS 3/4" WATER METER DETAIL N.T.S, CONCRETE STANDARD CLEANOUT DETAIL N.T.S. I \. d WAITS SERIES 009 r (OR Al'FRll'IED EQUAl.) / 2" BALL VALVE BRONZE ~2"X 90' ELBOW 36" FLUSHING & SAMPLING ASSEMBLY NOTE: PLUG 2" TAP AFTER REMOVING SAMPLING ASSEMBLY Top View Approved Bo.ckflow Prevention Device ,., 3/.m ~ GALVANIZED 48" MAX./ 36" MIN. 3/4" THREADEO MPPLE C OJ ._~ d._ ~(.I) I.. OJ E o OJ .p~ 1Jlv; 3 U 12' l 2"x 6" NIPPLE, GALV. -......... I 2" GALVANIZED .......... THREADED PIPE NOTEI Devlc:tt l'lUst b. Insta.U.d l.vel. 3/4" REDUCED PRESSURE BACKFLOW PREVENTOR N.T.S. RESTRAINED THREADED TAP 2" PLUG. 18" MIN. 24 MAX. NOTE: PIPE TO BE RESTRAIN EO PER P.C.W.S. SPECS. FOR DEAD-END CONOmON l,., '" ElBOW. G/oLV. 2" TEMPORARY BLOW OFF ASSEMBLY N.T.S. .....ICON ::'~.>G;ONSUL T ANT GROUP , ,", INCORPORATED FILE urban Itudioarchltect. ARCHITECTURE SPACE PLANNING INTERIORS 655 NORTH FRANKLIN STREET SUITE 150 TAMPA, FLORIDA 33602 TELEPHONE (813) 228-7301 FAX (813) 229-1981 CLUBHOUSE FOR GREENWOOD APARTMENTS WI ~ @ ~ n w ~ In\ \00 SEP 0 7 200\ LI)j ". DE-VElO',' 'J SVC 'JF CLEAR':' __ ,i CLEARWATER, FLORIDA SITE AND UTI LITY PLAN 1" = 20'-0" m NORTH REVISIONS PROJECT # : BankAmOOO2 DATE : September 7 , 2001 DRAWN BY: VMH FILE: BankAmOOO2 SHEET # : C-1 " .., l ":";;1 t.; ~: , t'!} ~:~ MATCH EXISTING GRADE AT PROPERTY LINE It LANDSCAPE AREAl STORMW A TER TREATMENT (:f:16') ASPHALT PARKING AREA (:f:62') It SLOPE V ARIES PALMETTO ST. __ ---:r- ------ rr 1:--- - - ---~ LEGEND I .H~ EXISTING FIRE HYDRANT 5AN. M.H G EXISTING SANITARY MANHOLE wv EXISTING WATER VALVE @) EXISTING WATERLINE MARKER @) EXISTING GASLINE MARKER @) EXISTING SEWERLINE MARKER / EXISTINGELEVATION D ~~:; ,~/ '~,1 "I." J.. EXISTING CONCRETE SIDEWALK PROPOSED CONCRETE SIDEWALK ~ PROPOSED ELEVATION f\ 11.. V ~ ] ~S Z v"~ \-~~ ~ ill~~ ~~~ ~ 1J\ll..\< .J- \-~Q 1J\~~ ~> \- \f\ ~ ~ EXISTING 4' CONCRETE SIDEWALK AND 0.5' CONCRETE CURB TO BE REMOVED SECTION A-A ASPHAL T PARKING AREA CONCRETE SIDEW ALK/ENTRANCE FLUSH WITH ASPHAL T PAVEMENT :f:12.5 FT. TOT LOT (:f:13') REFER TO ARCHITECTURAL PLANS FOR DETAIL N.T.S. PROPOSED 3,500 SQ.FT. MANAGEMENT OFFICE/CLUBHOUSE F.F. ELEV. 23.2 LANDSCAPE AREAl STOR~ATERTREATMENT (:f:15') PROPOSED GRADING PLAN SCALE: 1" = 20' [3- L- 0 c:: K I I [3- I I 22,1' 1-0 iJ ,B /JP 1_01 1'7 ~ U \J Z Cl \J 11\ o PROPOSED EROSION CONTROL/SIL T FENCE 1/6,~'--r'<: r':> 126,20'<':1"""'"':> ~6 <7 , , O,tJ '(". 'I , /)~ ~.AN , Q ,I>< ,"CJ' MH. 'Jd. o /.~' ,1-'1 -1 '],0 '],c)' J? 10 -=.>.89"1 "")'~:":'''':':':':':':'''''''''''''' ~I T1PR PROPOSED TOT LOT L 22.2 c:::::::I c:::::::I 1\ \l V 1\ ~ V ~ , 11\ h o O~ \J \J Z q/" Cl /JP "JV ::> \J "i'J > 0 N o o o I o Q if\ HIC (j, 1 c:::::::I 1-' A '<;;5 & 00/. 'b' '1 ~AN. M.H8 'I" '1' . <J~ 'hI' 'j".e;& P Ai- 1V\r:: 11C7 5-rRr:: r:: I <:70' R/WCP) 27,0' A5~'H. P'VM'I. :f: 1 0' MATCH EXISTING N.T.S. 4" 4' (TYP.) 6" X 6" X 10 Ga. X 10 Ga. W,W.M. 6' I> I> 6 ,?:~6 ..6 6. 1>. ~~ ~~~~~~~ ~~~~~ '\ , '\ ,,'\. ",,< , ,,'\( , "''\(,,, ~ <'0/,,-",,'\(.,""<.,,"- COMPACT TO 95% DENSITY 2500 PSI CONCRETE PER MODIFIED PROCTOR AT 28 DAYS TYPICAL SIDEWALK DETAIL N,T.S. . o I 'b FACE OF CURB OB EDGE OF PAVEMENT ~ PARKING SPACE BLUE ON WHITE OR WHITE ON BLUE. I..L.. Vl . o I in ~ ~ ] Z ~ ~ \- Z f\~ Il..> v- S~ ~ "ll... ~~ \f\ O't tll\ - N ~ ~ . o I irl 0.063" STEEL SIGN FTP-25 PER FOOT INDEX 17355 TOP PART WHITE REFLECTORIZED BORDER AND LEGEND, BLUE REFLECTORIZED BACKGROUND. . to I BOTTOM PART 1" SERIES "C" (F.D.O.T.) BLACK LETTERS. BLACK BORDER AND WHITE REFLECTORIZED BACKGROUND. . o GRADE - I " P-55 PER FOOT INDEX 17355 GALV. 'V' TYPE FLANGED STEEL POST. SIGN SHALL CONFORM TO THE AMERICAN DISABILITIES ACT OF 1990 AND WITH THE PINELLAS COUNTY ACCESSIBILITY CODE. VAN ACCESSIBLE SIGN ~~~JRI~~~~T .... RAMP DO z 9' 9' - I - I 4" WtllTE tTYP,) _I 9' 1 9'! g' I HANDICAP PARKING AND SIGN INSTALLATION DETAIL N.T.S. MATCH EXISTING GRADE AT PROPERTY LINE urban . t u d i 0 a rc hit. ct. --- --- -- ARCHITECTURE SPACE PLANNING INTERIORS 655 NORTH FRANKLIN STREET SUITE 150 TAMPA, FLORIDA 33602 TELEPHONE (813) 228-7301 FAX (813) 229-1981 CLUBHOUSE FOR GREENWOOD APARTMENTS 1 1/2" TYPE S-1 ASPHALT PA\lEMENT PRIME COAT 8" UMEROCK BASE COMPACTED TO 98X AS DETERMINED BY MODIFIED PROCTOR ASPHALT PAVEMENT DETAIL N.T.S. 18 Oz. NYLON REINFORCED P.V.C. FABRIC (300 P.S.1. TEST) POST (OPTIONS: 2"x4" OR 2-1/2" MIN. DIA. WOOD; STEEL 1.33 LBS./FT. MIN.) CLEARWATER, FLORIDA '~ . PAVING, ~ 0 GRADING, & I lJ.J ~. . ~ I') 0 " ' ~ DRAINAGE ~ 0 in PLAN z :i . 00 -- NOTE: REFER TO LATEST EDITION OF F.D.O.T. "ROADWAY AND TRAFFIC DESIGN STANDARDS" INDEX No. 103 FOR ADDITIONAL DETAILS AND SPECIFICATIONS. m NORTH 1" = 20'-0' STAKED TURBIDITY BARRIER N.T.S. REVISIONS ~ 6'-0" 2"M' 12"'" ~ 3"M~. I: ~ ~ffi ~~ ffi< a. 8"Min 9"Max 4"Min 5"Max 5/8" or 3/4" holes ASPHALTIC CONCRETE PROJECT # : BankAm0002 DATE: September 7. 2001 DRAWN BY: VMH %~~~~~~~ ~~~~~~~~~~ ~,~,~,~,~,~,~,%t{'<< ~~~~~~~)\Y~\; ~00000000 II /' 14 BARS. 18" LONG Iv (TWO PER GUARD) FILE: BankAm0002 BASE MATERIAL 'r~;',;~~:f~ctEEL STOP DETAIL SHEET # : , .::",II,"'//;;:::;:>:"''ir.? N,T.S. ~.." J ~ 'I',"" ,~:"1"~ '" '.' " """:"j; .,"'J" ..", , ,'. '!. ;;';: ;(': 1 ~. '~"'''' ~~~:!tt.. I CON .... (' to. l: .I ~~. r.' ,. ":. '). ~ '.'5;~i~,- "1 ..." .-' I- v ~." " ""~ .; :":'';t : 'of ,..,:~ .... \.~, ~ ~ , :.'" " ' .. ~;. ~ ,~~ '.'~ ~ '~:"~:. i ~<;~~<tONSUL T ANT GROUP - ' "T rliM/II'!' ~ :~;.~ .;'5'''''1,' ,,'~, ,,'I! /'l. ,: , INCORPORATED , ( ,: I ' t. ....... .. . :- C-2 CONSTRUCTION NOTES I. MISCELLANEOUS TIT. SITE PLAN AND COORDINATE GEOMETRY D. THE LAYER OF GROIDID 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. REMAINING EARTHWORK THAT RESULTS FROM CLEARING AND GRUBBING OR SITE EXCA V A TION IS TO BE UTILIZED ON-SITE IF REQUIRED, PROVIDRD THAT THE MATERIAL IS DERMED SUITARLE FOR CONSTRUCTION RY THE OWNER'S SOlLS TESTiNG COMPANY. EXCESS MATERlAL IS TO HE EiTHER STOCKPILED ON THE STTE AS DIRECTED BY THE OWNER OR OWNER'S ENnlNEER, OR REMOVED PROM THE f>ITE. THE CONTRACTOR If> REf>PONf>IBLE FOR ACQUlRlNG ANY PERMITS THAT ARE NECESSARY FOR REMOVING EXCESS EARTHWORK FROM THE SITE, IF APPUCABLE. E. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIALS SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH APPUCABLE REGULATORY AGENCY REQUIREMENTS OR AS UlRECTElJ HY OWNER. V. PAVING AND GRADING A. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL AGENCIES, THE ENGINEER, AND THE ARCHITECT. THE CONTRACfOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE ANY NECESSARY INSPECTIONS ACCORDING TO AGENCY INSTRUCTIONS. A. BUILDING PLANS WILL BE COMPLETED SEPARATELY FROM THE SITEWORK WITHIN THESE CONSTRUCTION PLANS. B. ALL EXISTING SURVEY PREPARED BY AMERICAN SURVEYING COMPANY OF TAMPAINC. C. CURRENT ZONING o. D. SUBSURFACE INVESTIGATION BY OTHERS. E. ALL POINTS AND MONUMENTS SHALL BE SURVEYED PRIOR TO MOBILIZATION TO VERIFY THEIR ACCURACY. ANY DISCREPANCIES DISCOVERED MUST BE BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER IN WRITING. B. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO IN THESE PLANS SHALL BE OF THE LATEST REVISION. C. ALL WORK PERFORMED SHALL COMI'L Y WITH THE REGULATIONS ANlJ ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. D. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS TO THE OWNER'S ENGINEER FOR AFPROV AL. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. E. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BlliNU PERl10RMED ON SITE BY OTHER CONTRACTORS AND UTlI.ITY COMPANIES. IT WILL RENECESSARY FOR THE CONlRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES, WHERE NECESSARY, WITH OTHER CONTRACTORS AND UTILITY COMPANIES. F. MONUMENTS AND OTHER SCRVEY CONTROL POINTS SHALL BE PROTECTED FROM DAMAGE AND DISTURBANCE. IF ANY CONTROL POINTS ARE DAMAGED OR DISTURBED, IT SHALL BE THE RESPONSIBLITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AND REPLACE THE CONTROL POINTS TO THEIR ORIGINAL CONDmON AT THE CONTRACTOR'S EXPENSE. G. ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM. F. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW, WHEN POSSIBLE. H. 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 CONlRACTOR SHALL VERIFY THE LOCA TIONS, ELEVATIONS AND DlMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. II. SAFETY A. DURING THE CONSTRUCTION AND MAINTENANCE OF THIS PROJECT, ALL SAFETY REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR TIm CONTROL AND SAFETY OF THE TRAVELLING PUBLIC AND THE SAFETY OF HIS PERSONNEL. B. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEP ARlMENT OF TRANSPORTATION. T. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL FURNISH OWNER'S ENGINEER WITH COMPLETE "AS-BmL T" INFORMATION CERTIFIED BY A REGISTERED LAND SURVEYOR. THIS "AS-BUILT INFORMATION SHALL BE PRODUCED ON AUTOCAD, AND UPON COMPLETION, THE CONTRACTOR SHALL PURNlSH THE OWNER WITH DISKS OF ALL DRAWINGS, ONE SET OF REPRODUCTBLE MYLARS, AND SEVEN SETS OF BLUEPRINTS. THE" AS-BUILT" INFORMATION SHALL CLEARLY AND ACCURATELY REPRESENT ALL CONSTRUCTED ITEMS INCLUlJlNG, BUT NOT LIMITED TO: C. ALL NECESSARY FILL AND EMBANKMENT THAT IS PLACED DURING CONSTRUCTION SHALL CONSIST OF MATERIAL SPECIFIED BY THE OWNER'S SOIL TESTING COMPANY OR ENGINEER AND BE PLACED AND COMPACTED ACCORDING TO THESE PLANS OR THE REFERENCED SOILS REPORT. D. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED P A YEMENT OR GROUND SURFACE GRADE UNLESS OTHERWISE NOTED ON DRAWINGS. C. CONTRACTOR SHALL PROVIDE AND MATNT ATN TTS OWN SAFETY EQUIPMENT IN ACCORDANCE WITH ITS HEALTH & SAFETY PROGRAM AND ALL OTHER APPLICABLE LEGAL AND HEALTH AND SAFETY REQUIREMENTS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR PROVIDING ITS EMPLOYEES AND SUB CONTRACTORS WITH ADEQUATE INFORMATION AND TRAINING TO ENSURE THAT ALL EMPLOYEES AND SUB CONlRACTORS AND SUB CONlRACTOR'S EMPLOYEES COMPLY WITH ALL APPLICABLE REQUIREMENTS. CONTRACTOR SHALL REMAIN IN COMPLIANCE WITH ALL OCCUPATION SAFETY AND HEALTH REGULATIONS AS WELL AS THE ENVIRONMENTAL PROTECTION LAWS. THE FOLLOWING IS NOT TO BE PERCEIVED AS mE ENTIRE SAFETY PROGRAM BUT JUST BASIC REQUIREMENTS. n. A 1.1. RXCA V A TIONS RY THE CONTRACTOR SHALL CONFORM TO THR REQUffiEMENTSOFTHEDEPARTIMENTOFLABO~SOCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION RULES AND REGULATIONS. PARTICULAR A TTENTION MUST BE PAID TO THE CONSTRUCTION STANDARDS FOR EXCAVATIONS, 29 CFRPART 1926, SUBPARTP. E. THE MlNIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF "THE STATE OF FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERA nONS" SHALL BE FOLLOWED IN THE DESIGN APPLICATION, INSTALLATION, MAINTENANCE AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES AND BARRlERS NECESSARY TO PROTECT THE PUBLIC AND WORKMEN FROM HAZARDS WITnIN TIlE PROJECT LIMITS. I. ELEV A nONS OF ALL STORM SEWER AND SANITARY SEWER STRUCTURE BOTTOMS, TOPS, AND INVERTS, AS APPLICABLE. 2. FIELD MEASURED LENGTHS OF PIPES FOR ALL INSTALLED UTILITIES, CONDUITS, SLEEVES, ETC., AS APPLICABLE fl. CONTRACTOR SHALL TRIM, TACK AND MATCH f!XISTINU PAVEMENT AT LOCATIONS WHERE NEW PA YEMENT MEETS EXISTING PAVEMENT. F. CONTRACTOR TO PROVIDE A 1/2" TO I" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER AT ABUTMENT OF CONCRETE AND OTHER MATERIALS (BUILDINGS, ornER POURED CONCRETE, ETC.) G. ALL PAVEMENT MARKiNGS SHALL HE MADE WITH PERMANENT THHRMOPLASTIC AND SHALL CONFORM '10 F.D.O.T STANDARD INDHX NO. 17346, SHEETS 1-7. 3. LOCATIONS OF ALL STRUCTURES, PIPES, CONDUITS, SLEEVES, ETC., AS APPLICABLE. 4. CALCULATED SLOPE OF ALL SANITARY SEWER AND STORM SEWER LINES, AS APPLICABLE. 5. HORIZONTAL AND VERTICAL CONTROL OF ALL WATER MAIN FITTINGS AND APPURTENANCES, AND HORIZONTAL AND VERTICAL CONTROL ON THE TOP OF WATER MAINS AT ALL CROSSINGS, AND A MJNTMUM OF EVERY 200 LINEAL FEET OF PIPE, AS APPLICABLE. 6. HORIZONTAL AND VERTICAL CONTROL OF ALL TOP OF BANKS, TOE OF SLOPES, ALL GRADE BREAKS, BUILDINGS, PONDS, DITCHES, BRIDGES, LITTORAL ZONES, ETC., AS APPLICABLE. J. ALL DIMENSIONS SHOWN ON PLAN ARE EDGE OF PAVEMENT OR CENTERLINE OF STRUCTURE UNLESS NOTED OTHERWISE. H. CONTRACTORISTOPROVlDEERO~ONCONTROLAND SEDIMENTATION BARRIERS (HAY BAlES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS AND W A TERW A YS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITffiS, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF-SITE EITHER BY NATURAL DRAINAGROR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE SAID EARTH TO THE SATISFACTION OF THE OWNER AND/OR AUmORITIES. IV. CLEARING/DEMOLITION A. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN AS INDICA TED ON THE CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH LOCAL TREE ORDINANCES. IT SHALL BE THE CONTRACTOR'S RESPONSIBlUTY TO MAINTAIN THESE TREES IN GOOD CONDmON. NO TREE SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROV ALFROM THE OWNER. B. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION IN ACCORDANCE WITII THE GEOTECHNICAL REPORT. COPIES OF THE GEOTECHNICAL REPORT ARE AVAILABLE THROUGH THE ARCHITECTIENGINEER. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY. C. THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, SODDED OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. I. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING,IRRIGATION OR OTHER ACCEPTABLE METHODS. 1. THE CONTRACTOR WILL ST AB1L1ZE BY SEED AND MULCH, SOD OR DTllliRAPPROVlill MATERIALS AS REQUlRlID llY ANY DlSTURJJlill AREAS WIT111N ONE WEEK FOLLOWING CONSTRUCTION OF TIlE UTILITY SYSTEMS AND PAVEMENT AREAS. CON1RACTOR SHALL MAINTAIN SUCH AREAS UNTIL FINAL ACCEPTANCE BY OWNER. K. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPUCABLE SOILS TESTING. TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING SCHEDULE LOCATED ON TABLE 1. UPON COMPLETION OF THE WORK, SOILS ENGINEER WILL SUBMIT CERTIFICATIONS TO THE OWNER'S ENGINEER STATING THAT ALL REQULREMENTS 11AVEBEEN MET. L. A QUALIFIED TESTING LABORATORY SELECTED BY THE OWNER SHALL PERFORM ALL TESTING NECESSARY TO ASSURE COMPUANCE OF mE IN PLACE MATERIALS AS REQU1llliD llY THESE PLANS AND TilE V ARlOUS AGENClliS. SHOULD ANY RETESTING BE REQUIRED DUE TO THE FAILURE OF ANY TESTS TO MEET THE REQUIREMENTS, THE CONTRACTOR WILL BEAR ALL COSTS OF SAID RETESTING. THE CONlRACTOR SHALL BE RESPONSIBLE FOR ALL TESTING. F. ALL lRAFFIC 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. G. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONlRACTOR TO COMPLY AND ENFORCE ALL APPLICABLE SAFETY REGULA nONS. THE ABOVE INFORMATION HAS BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS. H. THE CONTRACTOR f>HALL EXERCIf>E EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE UTILITY COMPANIES PRIOR TO CONSTRUCTION TO OBTAIN FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES. CALL SUNSHINE ONE AT 800-432-4770. 1. THE CONlRACTOR IS RESPONSffiLE FOR REPAIRING ANY DAMAGE TO EXISTING F ACll..ITIES, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF mE WORK PERFORMED BY THE CONTRACTOR CALLED FOR IN THIS CONTRACT. J. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRlOR TO HASE AND PAVEMENT CONSTRUC'I10N. TABLE I-TESTING SCHEDULE ITEM RLJII.DlNG PAns EMBANKMENT UTILITY TRENCH BACKFILL OVER PIPELINES AND AROUND STRUcrURES "ROM R.O.W. LINE TO R.O.W. LINE AND TN STRUCTURAL AREAS UTILITY TRENCH BACKFILL OVER PIPELINES OUTSIDE THE R.O.W. AND IN NON-STRUCTURAL AREAS STABILIZED SUBGRADE BASE (OTHER THAN SOIL CEMENT) CONCREm SOIL CEMENT BASE (NO INPLACE MIXING ALLOWED) (To be 11Scd ifscpuatioJ1 betwcCll SIIWT & bottom of base is < I .5~ ASPHALTIC CONCREm VI. SANITARY SEWER A. SANITARY SEWERS, FORCE MAINS AND STORM SEWERS SHOULD ALWAYS CROSS UNDER WATER MAINS. SANITARY SEWERS, FORCE MAINS AND STORM SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINlMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE WHENEVER POSSffiLE. WHERE SANITARY SEWERS, FORCE MAINS AND STORM SEWERS MUST CROSS A WATER MAIN WITH LESS THAN 18 INCHES VERTICAL DISTANCE, BOTH THE SEWER AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON I'II'E (DIP) AT THE CROSSING. (DIP IS NOT REQUIRED FOR STORM SEWERS IF IT IS NOT AVAILABLE IN THE SIZE PROPOSED). SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE LEAK FREE AND MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT THE CROSSING. ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM TIlE POINT OF CROSSING (pIPES CENTERED ON TIlE CROSSING). WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE, THE NEW PIPE SHALL BE CONSTRUCTED OF DIP AND THE CROSSING SHALL BE ARRANGED TO MEET THE REQUIREMENTS ABOVE. B. A MINIMUM 10-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ANY TYPE OF SEWER AND WATER MAlN IN PARALLEL TNST ALLA TlONS WHENEVER POSSIBLE. IN CASES WHERE IT IS NOT POSSmLE TO MAINTAIN A 10-FOOT 1 HORIZONTAL SEPARATION, THE WATER MAIN MUST BE LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES . ABOVE THE TOP OF THE SEWER. WHERE iT IS NOT POSSiBLfl TO MAINTAIN A VflRTICAL DISTANCE OF 18INCl1ES IN PARALLEL INSTALLATIONS, TUE WATERMAlN SIJALLBE CONSTRUCTED OF DIP AND THE SEWER OR THE FORCE MAIN SHALL BE CONSTRUCTED OF DIP (IF AVAILABLE IN THE SIZE PROPOSED) WITH A MINIMUM VERTICAL DISTANCE OF 6 INCHES. THE WATER MAIN SHOULD ALWAYS BE ABOVE mE SEWER. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSmLE FROM THE JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS). C. ALL SANITARY SEWER MAINS, LATERALS AND FORCE MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER EXCEPT AS PERMlITED ON PLANS. D. ALL SANITARY SEWER GRAVITY PIPE, FORCE MAIN, PUMP STATION, JACK AND BORE, AND APPURTENANCES SHALL CONFORM WITH THE LATEST EDITION OF THE CITY OF CLEARWATER TECHNICAL MANUAL. E. ALL SANITARY SEWER WORK SHAlL CONFORM WITH APPLICABLE AGENCY STANDARDS AND SPECIFICATIONS. F. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW SANITARY SEWER LTNES TO EXISTING LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCA TION AND ELEVATION OF ALL EXISTING UTIUTIES NEAR THE POINT OF CONNECTION AND NOTIFY OWNER OF ANY CONFLICTS OR DISCREPANCIES WITH DESIGN INFORMATION SHOWN IN THESE PLANS. CONTRACTOR SHALL NOTIFY OWNER AND CITY OF CLEARWATER AT LEAST 48 HOURS IN ADVANCE OF SCHEDULED WORK. G. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY TIlE OWNER AND CITY OF CLEARWATER PRIOR TO PLACEMENT OF AND PAVING AND AGAIN PRIOR TO OBTAINING CERTIFICATE OF OCCUPANCY. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. H. THE CONTRACTOR SHALL PERFORM AT HIS OWN EXPENSE AN INFILTRA nON OR EXFIL TRA TION TEST, A TELEVISION INSPECTION, AND A MANDREL(GO,NO GO) TEST ON ALL GRAVITY SEWERS IN ACCORDANCE WITH THE ENGINEER'S REQillREMENTS AND THE REGULA TORY AGENCY HAVING JURISDICTION. SAID TEST ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITIED TO THE REGULATORY AGENCY FOR APPROVAL. COORDINATION OF TESTING AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. I. ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO CITY OF CLEARWATER TECHNICAL STANDARDS. VII. WATER DISTRIBUTION A. SANITARY SEWERS, FORCE MAINS AND STORM SEWERS SHOULD ALWAYS CROSS UNDER WATER MAINS. SANITARY SEWERS, FORCE MAINS AND STORM SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN mE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE WHENEVER POSSffiLE. TEST OPTIMUM MOISTURE/MAXIMUM DENSITY 98% OF MAXTMUM DENSITY AS DETERMTNFD BY AASHTO TI8o-S7 (ASTM Dl557-70) TEST FREQUENCY PER SOIL TYPE ONE PER 2500 SQUARE FEET HORIZONTALLY IN 12 INCH LIFfS A. ALL lJELETERlOUS SUHSURFACE MATERlAL (I.E. MUCK, PEAT, HURlED DEBRIS) IS TO BE EXCA V A TED AS DIRECTED BY THE OWNER, THE OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCA V A TED AREAS TO BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON mESE PLANS. CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR REMOVING DELETERIOUS MATERIAL FROM THE SITE, IF AFPUCABLE. B. THE COr-."'TRACTOR SHALL BE RESPONsmLE FOR PROTECTING EXCA VA TIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING, SHEETINU OR SHORING AS NECESSARY. DEWATERING METHODS SHALL HE USED AS REQUIRED TO KEEP TRENCHES DRY WHlLEPIPEAND APPURTENANCES ARE BEING PLACED. OPTIMUM MOISTUREIMAXIMUM DENSITY 95% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T 1 80-57 (ASTM DI557-70) OPTIMUM MOISTUREIMAXIMUM DENSITY 98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO Tl80-57 (ASTM 01557-70) OPTIMUM MOISTUREIMAXIMUM DENSITY 95% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO Tl80-57 (ASTM PER SOlL TYPE ONIi I'IiK 500 FIiIiT HORIZONTALLY,IN I2INCHLlFTS PBR SOIL TYPE .,.... PER SOIL TYPE .,.. D 1557-70) OPTIMUM MOISTUREIMAXIMUM DENSITY MINIMUM 40 LBR PER MATERIAL TYPE ... PER MATERIAL TYPE 9H% 011 MAXIMUM Dt:NSITY AS DETERMINED BY AASHTO TI80-57 (ASTM DI557-70) OPTIMUM MOISTUREIMAXlMUM DENSITY MINIMUM 100 LBR ... PER SOURCE PER SOURCE 98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T180-57 (ASTM D1557-70) - NO TOLERANCE GRADATION, A1"l1iRHURG LIMrrs SLUMP TEST COMPRESSTVE STRENGTH CYl.INDERS ... EACH LIFT PER SOURCE ONE PER SET OF CYLINDERS ONE SET OF THREE (3) CYLINDERS FOR 100 CUBlC YARDS OR FRACTJON THliREOF ONE PER SET OF CYUNDERS AIR CONTENT MIX DESIGN/PER SPECIFICATIONS AS DETERMINED BY PORTLAND CEMENT ASSOC. SPECIFICATIONS MAXIMUM DENSITY AS DETERMINED BY AASHTO TI34 OPTIMUM MOISTURE (STANDARD) COMPRESSIVE STRENGTH SPECIMENS AS DETERMINED BY PORTLAND CEMENT ASSOCIATION SPECIFICATIONS - 300 PSI@7 DAYS, TYPE DAILy.... TEST CORES AS DETERMINED BY PORTLAND CEMENT ASSOCIATION SPECll'ICATIONS- 450 PSI @21 DAYS, SET 0" COMPRESSIVE .... FIELD DENSITY AND THICKNESS 98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO Tl92, T238, ASTM D1556, 02922 AGGREGATEANALYffiS DESIGN MIX BITUMEN CONTENT GRADA TION STABILITY FLOW PROPERTIES OF IN-PLACE MATERIALS (MARSHALL) THICKNESS ONE PER SOIT. TYPE ONE PER SOIL TYPE DAILY ONE SET OF 3 PER SOIL TYPE DAILY ONE SET OF 3 CORES PER TEST STRENGTH SPECIMENS ONE PER 2500 S.F. HORIZONTAL ONE PER DESIGN ON!:: P1::R. TYPE ONE PER DAY ONE PER DAY ONE PER DAY ... 95% OF LAB DENSITY ... · TESTS SHALL BE LOCATED NO MORE THAN 500 FEET APART. TESTS SHALL BE PERFORMED ON EACH LIFT, EXCEPT THAT TESTS SHALL NOT BE FURTlIER APART THAN ONE (1) FOOT VERTICALLY. FIELD DENSITIES SHALL BE TAKEN OVER ALL ROAD CROSSINGS. FIELD DENSITIES FOR SANITARY LINES SHALL BE STAGGERED TO INCLUDE RESULTS OVER SERVICE LATERALS. THERE SHALL BE A MINIMUM OF ONE (I) TEST SERJES FOR EACH 12 INCHES OF LIFT OVER PIPELINE BETWEEN MANHOLES. TESTS AROUND STRUCTURES SHALL BE SPIRALED IN 12 INCH LIFTS. ... TESTS SHALL BE LOCATED NO MORE THAN 500 flEET APART. THERE SHALL BE NO LESS TITAN ONE (1) TEST PER STREET. ..... MAXIMUM STRENGTH LIMITS, AS ESTABLISHED BY SOILS TESTING COMPANY, SHALL NOT BE EXCEEDED. .. FOR t'LEXlliLli PIPE (CORRUGATED STEEL OR ALUMINUM). 95% OF MAXIMUM DENSITY (AASHTO-T99) PER FOOT SUPPLEMENTAL SPECIFICATIONS SUBARTICLE 125-8.3.2 AS MODIFIED. WHERE SANITARY SEWERS, FORCE MAINS AND STORM SEWERS MUST CROSS A WATER MAIN WITH LESS mAN 18 INCHES VERTICAL DISTANCE, BOTH THE SEWER AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING. (DIP IS NOT REQUIRED FOR STORM SEWERS IF IT IS NOT A V AILABLE IN THE SIZE PROPOSED.) SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON mE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE LEAK FREE AND M:ECHANICALL Y RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT THE CROSSING. ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM mE POINT OF CROSSING (pIPES CENTERED ON THE CROSSING). WHERE A NEW PIPE CONFLICTS Wlm AN EXISTING PIPE, mE NEW PIPE SHALL BE CONSTRUCTED OF DIP AND THE CROSSING SHALL BE ARRANGED TO MEET THEREQUlREMENTS ABOVE. B. A MIN1MUM 10,FOOT HORIZONTAL SEPARATION SHAlL BE MAINTAINED BETWEEN ANY TYPE OF SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER. POSSIBLE. IN CASES WHERE IT IS NOT POSSffiLE TO MAINTAIN A IO-FOOT HORIZONTAL SEP ARA TION, THE WATER MAIN MUST BE LAID IN A SEPARA lE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAIN AT SUCH AN ELEVATION lHA T THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 18 INCHES IN PARALLEL INSTALLATIONS, THE WATERMAlN SHALL BE CONSTRUCTED OF DIP AND mE SEWER OR THE FORCE MAIN SHALL RE CONSTRUCTED OF DIP (IF A V AILARLE IN THE SIZE PROPOSED) WITH A MINIMUM VERTICAL DISTANCEOF6 INCHE..<;j. THE WATER MAIN SHOULD ALWAYS BE ABOVE THE SEWER. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM THE JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS). C. ALL WATER MAIN SHALL HA VE A MINIMUM OF 36 INCHES OF COVER. D. ALL WATER SYSTEM WORK SHALL CONFORM WITH CITY OF BARTOW STANDARDS AND SPECllIICATlONS. H. CONFLICTS HETWEHN WATHR AND STORM OR SANITARY SHWER TO BE RESOLVED BY ADJUSTING THE WATER LINES AS NECESSARY. F. ALL ON SITE PVC WATER MAIN AND ALL APPURTENANCES SHALL COMPLY WITH THE LATEST EDITION OF THE CITY OF BARTOW TECHNICAL MANUAL. G. AU DUCTILE IRON PIPE SHALL CONFORM TO TI-IR RF.QUlREMRNTS OF ANSI STANDARD A21.51, MINIMUM CLASS 50. JOINTS FOR DUCTILE IRON PIPE SHALL BE MECHANICAL OR PUSH-oN JOINTS. PIPE SHALL HAVE AN EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A2I.5I. PIPE INTERIOR SHALL HAVE A CEMENT MORTAR LINING WITH AN ASPHALTIC SEAL COAT CONFORMING TO AWWA/ANSI CI04/A21.4. THE WEIGHT AND CLASS DESIGNATION SHALL BE PAINTED IN WHITE ON THE EXTERIOR SURFACE OF ALL PIPES AND FITTINGS. MANUFACTURER'S CODE OR SERIAL NUMBER SHALL BE PROVIDED ON THE BELL OF EACH PIPE JOINT. H. ALL DUCTILE FITIINGS SHALL BE MECHANICAL JOINT WITH A MINIMUM PRESSURE RATING OF 250 PSI AND SHALL CONFORM TO THE REQUIREMENTS OF ANSIIAWWA STANDARD A21.10/CII0. ALL FITTING SHALL BE COATED AND LINED AS SPECIFIED ABOVE FOR DUCTILE IRON PIPE. 1. THRUST BLOCKING SHALL BE PROVIDED WHERE DEPICTED ON THE DETAIL. K. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITIINGS, HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY INSPECTED AND ACCEPTED BY THE OWNER AND CITY OF BARTOW. PRESSURE TESTS TO BE IN ACCORDANCE WITH CITY OF BARTOW UTILITY DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNER AND CITY INSPECTORS 72 HOURS IN ADVANCE OF PERFORMING TESTS. L. CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL SAMPLING AND OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OFF ALL BACTERIOLOGICAL TESTS TO BE SUBMITTED TO OWNER. M. WATER MAIN SHALL HAVE SUIT ABLE MAGNETIC LOCATOR TAPE BURIED OVER THE WATER MAIN. VIII. EROSIONfI'URBIDITY CONIROL A. THE INSTALLATION OF TEMPORARY EROSION CONTROL BARRIERS SIIALL BE COORDlNA TED WITII TI IE CONSTRUCTION OF TIlE PERMANENT EROSION CONTROL PEA TURES, IF APPLICABLE, TO THE EXTENT NECESSARY TO ASSURE ECONOMICAL, EFFECTIVE AND CONTINUOUS CONTROL OF EROSION AND WATER POLLUTION THROUGHOUT THE LIFE OF THE CONSTRUCTION PHASE. B. THE TYPE OF EROSION CONTROL BARRIERS USED SHALL BE GOVERNED BY THE NATURE OF THE CONSlRUCTION OPERATION AND SOIL TYPE THAT WILL BE EXPOSED. SILTY AND CLAYEY MATERIAL USUALLY REQUIRE SOLID SEDiMENT BARRIERS TO PREVENT TURBID WATflR DISCHARGE, WHILE SANDY MATERIAL MAY NEED ONLY SILT SCREENS OR HAY BALES TO PREVENT EROSION. FLOATING TURBIDITY CURTAINS SHALL BE USED IN OPEN WATER SITUATIONS. DIVERSION DITCHES OR SWALES MAYBE REQUIRED TO PREVENT TURBID STORMW A TER RUNOFF FROM BEING DISCHARGED TO WETLANDS OR ornER WATER BODIES. IT MAYBE NECESSARY TO EMPLOY A COMBINATION OF BARRIERS, DITCHES AND OTHER EROSIONnuRBIDITY CONTROL MEASURES IF CONDITIONS WARRANT. C. CONSTRUCTION OPERATIONS IN OR ADJACENT TO WETLANDS SHALL BE RESTRICTED TO TUOSE AREAS IDENTIFIED IN TIlE PLANS AND IN THE SPECIFICATIONS. D. EXCEPT AS NECESSARY FOR CONSTRUCTION, EXCA V A TED MATERIAL SHALL NOT BE DEPOSIlED IN mE WETLANDS OR IN A POSITION CLOSE ENOUGH THERETO TO RE WASHED AWAY RY HIGH WATER OR RUNOFF. E. WHERE PUMPS ARE TO BE USED TO REMOVE TURBID WATERS FROM CONSTRUCTION AREAS, THE WATER SHALL BE TREATED PRIOR TO DISCHARGE TO THE WETLANDS. TREATMENT METHODS INCLUDE AND ARE NOT LIMITED TO, TURBID WATER BEING PUMPED INTO GRASSED SWAlES OR APPROPRIATE VEGETATED AREAS, SEDIMENT BASINS, OR CONFINED BY AN APPROPRIATE ENCLOSURE SUCH AS TURBIDITY BARRIERS, AND KEPT CONFINED UNTIL ITS TURBIDITY LEVEL MEETS STATE WATER QUALITY STANDARDS. F. THE CONTRACTOR SHALL SCHEDULE HIS OPERATIONS SUCH THAT THE AREA OF UNPROTECTED ERODmLE EARTH EXPOSED AT ANY ONE TIME IS NOT LARGER THAN THE MINIMUM AREA NECESSARY FOR EFFICIENT CONSTRUCTION OPERATIONS, AND THE DURATION OF EXPOSED, UNCOMPLETED CONSTRUCTION TO THE ELEMENTS SHALL BE AS SHORT AS PRACTICABLE. CLEARING AND GRUBBING SHALL BE SO SCHEDULED AND PERFORMED THAT GRADING OPERATIONS CAN FOLLOWlMMEDlATELY TIIEREAFTER, AND GRADING OPERATIONS SIIALL BE SCnEDULED AND PERFORMED THAT PERMANENT EROSION CONTROL FEATURES CAN FOLLOW IMMEDIA TEL Y THEREAFTER IF CONDITIONS ON THE PROJECT PERMIT. G. THE CONTRACTOR AND/OR OWNER SHALL PROVIDE ROUTINE MAINTENANCE OF PERMANENT AND TEMPORARY EROSION CONTROL PEA TURES UNTIL THE PROJECT IS COMPLETE AND ALL BARED SOILS ARE STABILIZED. /' . I \; t t \1. l_'{.,.,~,. '~ '.;.1.4~"", {~'1ir~-;ii;~'~::;.,~~~s~g ~UP : 'Y\Vj~ a.',~~;;~, :., :,~dNCORPORA TED -;. tt. H..- 1I'V'I"c,r, : 0~ :' . , ',' ...\, ';,'.:' . r-(,;OP;\)~' ..../'./ ~ ,.:.......,..\., ,.;:'It "" . .. . ::." ." . ~ 4 .. I::~",::.\.'()', I . .,..,... >. "1, . ... ,1<\' " / .~' j , , , , I , I . . t , : '.~I: urban .tudioarchlt.cts ARCHITECTURE SPACE PLANNING INTERIORS 655 NORTH FRANKLIN STREET SUI1E 1 50 TAMPA, FLORIDA 33602 TELEPHONE (813) 228-7301 FAX (813) 229-1981 CLUBHOUSE FOR GREENWOOD APARTMENTS CLEARWATER, FLORIDA GENERAL NOTES N.T.S. m NORTH REVISIONS PROJECT # : BankAm0002 DATE: September 7,2001 DRAWN BY : VMH FILE: BankAm0002 SHEET # : C-3 / 5H1N6LE ROOF \../ l ~ ~"-- ~ PAINTED JIIIOOD OR FIBER CEMENT LAP . U U U ' U U U u U I ........... SIDIN6 ~ "~~ ~ N """"" u u u u u u u u u u u u u u U I ~ U U U U r-- - r--- - U U U U U U U u~ "'-J Il'I - r-- r--- f- t- I- V' I"-- - - - - - - - / - D D - - - - D D / / - - - - - - - - - - / '-- . - - - - - ~ - - - - - :r - - - - ~ - - '-- - - '-- - - - - r- - r--- ~EST ELEVATION 1/4" = 11-0" ASPHALT 5H1N6LE ROOF / ~ u U l . "'" ~ PAINTED JIIIOOD I~I OR FleER CEMENT LAP . SIDIN6 I ~ d"i ~ ~ ~ N ~ u u U r--- \..-ll'" u u u u u u u u u / u u u u u u u . u u u ~ / / - t--- D D / D D D / / SOUTH ELEVATION 1/4" = 11-0" ASPHALT / ASPHALT 5H1N6LE ROOF \..-/ U U L~ = ==== = ,..........P'" ~ rPAlNlED>'iOOD OR FIBER CEMENT LAP ,.......... '~ .." ~u . ~ t" U U U U U U U U U U U U U U U u U U U U U U u u U I '" ~ ~ ~ D D D , NORTH ELEVATION 1/4" = 11-0" / / SHIN6LE ROOF ~ / """""'" U I U I "'" PAINTED JIIIOOD OR FIBER CEMENT LAP . I SIDIN6 ~ ~ ~ . ~ ~ t" ~ U U U u u u u u u u u u u u u u u U"""""," I U U U U U U U U U U U U u u U J I "'" ~ ~ I ~ - t--- I D D D D D D I I I EAST ELEVATION 1/4" = 1'-0" ASPHALT CLUBHOUSE FOR GREENWOOD APARTMENTS 1001 NORTH GREENWOOD AVENUE CLEARWATER FLORIDA CLUBHOUSE ELEVATIONS SCALE: 1/4" = 1 '-()" ,...... , o l' 5' REVISIONS PROJECT:f1 : 2547 DATE: 6 SEPTEMBER 2001 DRAWN BY : JC PC FILE: 2547CL-ELEV-2 SHEET :f1 : SD-C-1 1-- r.:. C'~"L-. t:::/t:="..=. ~sc..: t::'< I ~./.. r-I C.-7t-....1 C A5 P Llr-<f'..-J I 5l---fc=- t:7.'.:> [?E:.ARIf\-lC15 B;-\::::t: t7 C..Jf\-J THE t::;-\5f R/ W L 'f\-IE: l.-/f ,,\t'E. sr AVE.f\-JLE; 5AJt7 Llf\-JE ~E:.AR=;> f\-jCRfH.-A=;>SU",,'ED.- ~ H-~ Of - o9-~q ZOillil~r. ./Jppl'ove!1 (Jrry Or C.A.EAH'Jv,\rEa - !J,~!:Th~~!~e~~12~) o,\ja~t~,l~~__,~:---- , L-cJ-r? I? Al'JD 1 ~L [3L-C..JC~K B, f'-JO. 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", ., HFm",uv UEN UU"'UK - -'-------O'~Ol)-;-- [IM'-~- ;-.. () 2 fU\Y N -----T U>l<V D . (F) FLU OMA ['---] D'NO'E.. eONCR>>LE AUKA ~f '-, ~ _ -- . -- '. .. 'u" __. _ f~:- f~' _. . ---~-~~~---------~---_._----~~--~-~--~---~,--==---~------~---~---_._....._~,-- -=--~---="'-'-"--- I.. I~~ c; l~~ 1'1 [) ~~:,,> " :~ ...r- \. ? GEORGf<~ ROAD) SUITE P II. (It I a )r!-l-U- n5aa ~3UlJJ}<':C:;'I' PHOJ>EHTY f3HO\"N HF:HEON APPfo':AHS TO u..~ A .\..1'.0. A,,,PII. n.!>t. BLDG. B/C (C) C1- C.L.I!'. C.3.t.p. CONC. C.L..T. e c.n. ^ COY. (D) D.U. U/;~ HL, E/P E/.y ENC. E':3:1.1 r. l".L AHe lKNU I'll A PUB rlON 0.' .\.8PlfALr DKNCU:I.."HK UUILDING U.\.CK 01" cunu C.'\LCUL'\ rXD CHN rKHLINH Clf."N L.INK P'KNeE CUHHUOA r EU !o.ETAL PIVE CONCHKI"E <..II.'JHI,INK TENCI!: CIlOHD CHORD U~.\.lUNG CE:N CH_'\L ,\.NG._J!:/DEL L\. COVKHI!:U UJ!::'jcHIPrlON DJ!KD DO OK UH1Vlt ,,,.,\y EtEV.'\rloN ED<.lE QJ1' pAVE!..ENT E()UI!: OF ,Y.\.J'ER EN(:,'Ht.:>ACIJ:!o'F-N r EA9E!>'ENT JI LO.. LIN It LOC.\T~D IN .rlIE -,"'LOot.> ZONE c UA:"5J': FLOOD 1':1 EV.'\.TION N ..'l>. Pfo:H 1'- .. H. ~I . NU:\fBEH 1?50UO 0000 D D.'\'1' ED O/IU/Ol .l".I.". fo' .1. n. ....P.K. Y.II. If. ." . }<' . IN .COH. L.P_ Lr.JI'. ,1-5 1 ~l TIllS :SUHVi'':YOH :\IAI<ES NO GUAH.\.NTEES ."\S TO rill'':; ,"\,CCUHACY OF" THE AUOVF: INI>'OH:\f.'\.TJON. TIfE LOCAL F. E.:\f .A. AGENT SHOULD B.io: CONTACTED J<.on VERIFI<._'.\.TION. >>UNLJ<':SS SHO',YN on ~fAOE NUTi': HEHEON. ALL PHOPEHTY COHNEHS HAVE NO IDENTJFIC."\TION. ~1",\13. N/' NOVD >>NO .J:'~8 rHU~fENTS OF' HECOHD HEFLECTING EASE~IH:NT.s. HIGIlTS-O..._.'...AY, AN%n O....NI':H~:iIlIP HAVE nl";EN }o'UHNISHED TIllS r.;UHVEYOH. EXCEPT A:-> ~>1I0'.YN. >>NO UNDEHGHOUND INsr.'\L.L"\TIONS OH ..'\IPHOVE~lr'::N'1'S HAVE BEEN LOCATED AS P.'\HT OF' '1'1113 SURVEY. UNLF-:SS SHO',VN OH 1\f.'\DE NOTE IIEHl-:ON. >> F:NCHO.'\CIIMENTS. l}o- ANY. ARE 8HO\VN ~~~~-,~-~ ---~~-'-'~--~'~~--~~~_.~---'--~~--'-~-'~------_._--~---~----~-~-..""."'--"--~~.~~, I1EHEON. _~..o:......-~~.......~...~....... o N ~ ~1 ~ \. ' ~~ r\ \1. 'J ~ '" ~ ~ ~ > U \l _J .I ~ .=J ,~ \1. <( 0 t t ~\ N 210 ) TA~fPA fo'LOHIDA :) }O' .\ X (n I :,~ ) 2 .1 U- U (}, H) ~i:H3a,J. ( t , t_ f\ \L \) ~ J l ~ ~ /"\, (\ .cL ~ "" Di \) \- i'J ill ~ \- ~\ ~ D ~ -> \.U ,J f) \ ,\(' " p r ~~ ~ ~' ,~ /' \- VI \ \ ~ S 8i 1- ,,1! ':~/\ ,? \ , \~\.J~A f:-';' I .A A' J.': I I }! -'- r-c- r--~- l::'l r V ^ r I ()I'J f'.j() Tt ,., .\ '!" <;) /-1 f"/A' .(.lh', .~ IC'VVN If Hr, " it,' q. rr f<~l- [/ If.; ~JAnr./~V'l ,--I. (.1>1 11< \lrf?11f'1\l [JAlIJfil ( t-J (. V().) t'f:~1'vrt' ~~'C'V\' In I)!' 'I /-,'J<'VV/\1f'k' PF ~ j( I llV ...'J. 'I' ~ j() 1<'.....,' r 1 r v i\ 1 : ( '" J .' ", V ~ . > ~ ?'~ 1', - <{ .:~ I { / r.....~ r' I I ~~ I I ./ /' ~ ~ . /.'~' t ' (' r ' I _ ~ E ') . ~~ " ( ) I (- r- .~ A.P.O. ASPJI. II.!I. ULOG B/C (C) C1. C.L.'. C H,P. CONC. e.L.f', c C,U. /', COY. (D) l>.U. 0/," J! 1., It/P 1'.:/," J!NC, 1':' ~,;!>t r , I ' /' I :/>~--:~ , <,/t '(' t/ .') 17e.':~~.:,j( )'( I,) .J ; I I ( . ( } (' .f' ri ./'J I ~iI f ( r.~ o (7,:) 1'--.. '/ \" I ~ --_._-~ P AL-/,\/\t:=--i-iC7 ~~-IRt:= t:= -I {o'O H IN ["0 H:\fA'rl ON A L ONLY \:) 'p ", ; ~.,-('-: 1\ ~ f\ ,) \1. - ,) f\- \ i xt U \~ t\\ _ \ ~ (\ ('i u ../- , y. /- --).-:.> .~ I / I ( )/ -) I I r t l ,., /t, ...~ I. '-," . --~~~~-'--~~----,~--------~---, r O.P~ PH"':P.~Hi''::D FUH rilE EXCLUSIV....:: US 1-: AND U"'~NI-:FIT O}-- I'HI-: PAH I'II'~S LIST.:., IIEHl-:ON. LL\IJlLI ry 1'0 rlllHD P.\HTIES !'.L\I" NO 1- HI': rHAN~;I'-I-:HHEf) OJ< ,\~.ir.;J<;NI':D EXCEPT ""1 rll rUE ..:XPl.u..:srj WHITTEN CON~:;ENT OF ..~!'.IEHIC.\N SUHVEYING CO!'.IP.\NY OF 1".\ !'.IP..\, IJ""~C, S U I~ V E Y ~D~<;T~.l~l~_D '~-I~~'_<-:-l)Ji'.J.~~ ~~<~~_~f_I: ~_I_I':~~:~~-=Q~l::~-(;-N [)_j~~TL~~l~ C~ I~ l~"-r I r.' I C_' .1\.'1' I.~ () f.' I l~ .'\. L rypr~ ~::> lJ J~ V 1'~ Y C) l~ 9 ~.:; l--- C~71 I ~. \' /' f" j' " ( ,j " f' ,/;' , "": ~ l \ r- r~ 't '0/ \). CJ -7 L L- C=7 r --:;/:--> , t j\ j.' f',. J . ~ -) (' .:,) U ',-:-> I ~/~.. t I I \,/\/ , r'<(t t' y-' J'>~/~i' '7\ r-- .--<fy ~~~~:-~)<( ~~~-:~-=~~-~~-l ( JT 1/' (1' j( ,,' \ 'J (h-'I."..i,....;~ [( ~l L :r-jf (..,- (:J /) i'-" -( -'f'Ji I": .-1'" C',/ . \ h I -~--- ,.1 C()' k'/W(t') ./ 7 () IV r'l I. ~--' V" /I I P tJ I~I'OS.F':S __ _ ~_~ .~_ .c..-"=-.c::c.....".~...;...:.='-"..;~ :;....;-"0.:;.;.:.;. ,_~_-:..-::::..:..~..:::....;-=.":::;,._-_..-.;..;:;:.._~;;...::.....;....;;;::__.~._,.-'..;...:=-"'-..::-.:...~.-'-_.....;..;:;..-=-:-:,c.;-"~..;_~~.=~~~,;~~.,,_~:~:.c..=;:"'^.,;:.,.=:.~-",~=.=:::....::::.-;,~;.:.:;~-=--.?'~,~.-=';';':_'~.__ .-.-------->---.---..-----.------------.----.--.-----------.--.--- -- ~--- -- -,._-~ ---.-. -- .- ...._-- - -- - ~ F'.O () J) ~jU BJ ECT PHUPJ<:HIY SIIU',"N Hi-':H...~ON APPE.\HS ['0 HI': .~H(, IENC,;rJl .~ POR TION OJ" A:S P II ,~ L T UY.N(JI~L"'HK BUILDING IJ."'CK OF CURB ('."1,('\)1_" rEI) Cr~N TI':HLINJ! (,II.\IN L.JNK FENCE COHHUGATEO ~tErAL PIPE CONCHErl!: CJlAINLINK ,. YNCl'. CHORl) <. HOHD UP:.~HIN(~ CY.NI'HAL ANGLJ!/Oy.LrA ('OVII!HY.U DI!::5CIUP I'ION DP~JtO UOOK OHIVr; .~."'Y I!LEVA rlON I!:DUJ!: 0' PAVJ!:~III!N r EDOI! OJ" ,,,.~ Tfo:H Er~<,'HO.~CJI!>tEN r EA;JI'.:~IEN r 'LO." liNE II EHEUY CEH:rJI"Y THAT THIS :-3U HVEY WA:~.> :\IADE IN coxi~~t;.l~\} ,fE WITH THE :\fJNJ:\f{JM 'I' ~:~ J I;J~;~ ~~ ~-I>1~T:;/:~~ '-,Lk~f~l};'~;~~l~~~\N. .;~..!,~~\L~>I.:,~:~:~Y s U 1 G 1'7' -- n. FLO.Hl1<f", ,'" 1).~Jti~'~ ';l?;CODE. P U HS U .\N1f;":i~~\i".t!\"}f.:L,O}'l~ti .. .1'~'I'E ~; 11='}''l.~(..}n ((" .j ~?~~. (I.::; .:. (:"/ .. ' . -: :\:5~\~,: ~"l .~:<: ~ ;; () " <r", i; 1 '. . 1-;1,' :7 fi: : \~;~(.{~f j "': .~~: ~ f~JVk:;~:l<;/fl,~:-:,"< J,!;, :?:;.:0_?~ j'_ --':-L-X_"'r....." '(;K>~.i~ ~-". 't~t...G~-----;-,~), --- z...:: ~ C, BOY~:)I ..~nf.,;y:A~ .<..". r: ,..... ''<# J'. - N"':" , IJ...\,'l'.E ,. NU lJNUEHOHUUND IN~3C.~LLATIONB UH l:'ofPHOVE:o..":NTB / I I/J t{ '- \ " . ~~.' f J \ '\ . ." -11 ~/.;', PHOF{O:~ ~ I<>N,~\N.~..~?""'~-:-ll!'J.P,.;.(.()H...~':..'Y':~; . . 'Pl~H rl':j{)a~:! HAVI-: UEEN LUCATED .\S P.~HT OF nlls SlJHVEY. : IS." V, '!1o.k ' " ,,)~.. / <i\-~0~;g:;'V Nor V,~LfD ,f'lruoH'l.'" ')4~'.,r;..U~_""""U(l";'~, ~,~r.;,.I"HE OH'GIN.'\L lJNLE:5:~ :,HO\f'N un ~t.\DE NOTJo: IJEHEUN H.\1:3ED :3E.~L. (j~-;,.~~: -~ ~':) '.\Clf'-"!'h,t;! ltY~YUl~ AND :o.f.\PPI':n . ENCIH>ACII!'.IF:NTS. IF ANY. .~HE ~.>IIUWN 1I...:ny.UN. O.'~ 'r'~ "L E~~"~;~~:,~,.. Y:~;:~';T.f!.~" _~_~~~___u _ .~.~.~ ~._ ~_,___~_~~~____,_.___________~_ ~__._ ___ LUC.\T...:D IN rH~ .',--nOD ZON"~ c [j,\:.. ..: ELEVATION N..\, P ..: H F. J . H . :'of . NU!'.IB~H 1200UO OODU n DAlEn a/Iv/vI rill:, '"UHV}-:YOH :0.1.\ 1< E:.. NO GU.\H.\NTfo:Jo::-S .\S I'o rill-: AC'Ct.J H.\CY c')Y I'll E ABOV I'~ IN TOH!'.'.\ rIUN, TII E LUCAL I'-.I-:.:'ol.,~. AGENT SIIUULO IJI-: CONT.\l'TI-'::l> ""UH V"':RIFIC.\TION. .. UNLl'::..:;; :SIIUWN COH"'.JI':H~j 11.\VE on !'.'ADI': NOT}-: IIEHI':UN. NO IVfo:NTIFICATIUN .\LI. PHOPEHTY .) NU IN~;THU!'.I I-:NT:.> U,,- HECOHD HE"'-LECTING 1-'::..\~3"':!-' EN r~:.>. HIGHTS - 0"-- ',f'.\ Y. .\N O/OH O-'YN~:H~:>JIIP IL~ VE BI':I':N FUHNISH..:D rHI::> SUHVEYOH. EXCI';PT A~; SIIUWN I- I .~~ L. . I ~. \J 1,\ ~\ \j f'\ \..J '\' ~ r... u' ~ ~ ~ (\ \..J ('\ \ . \j (\ \ . '.... t' '{; .~ 1t.J. (I- ) l' II }TIN.. J J<( Y ( !".t iT I I' FIr? I- .. X. l" It It. w t' IN '."r? '- I' I I /. ~IA' N 1 N<,j'\' I.> () ~ It O/IC .. (. P''''.f r }-' H 1\4 J-l 4.. J'- .' II ( .. i ( t ,\ I," j -~-T---- ," ~.~ J 7 ~ > <( ...- > < 't lI',. ('~ -rJ ~ r rrJ ~J r-J -d ~ '0) t~" 7 ~ \J\ (\ \j' 'f L~+- i\k'lr--.lt,1'> L--'.AcA- t.) ()r--.J r~' jf- fA') f k' / "IV l. It"-Jf' ()F- \.I\tP c" r A Vf- r--.H Jr ; CJAlr) L-Ir--.Jf [~r /'f"') r--.JC)f.'n 1. I\"r)[ JMf LJ ~ /1,11,>) (, ~() tze,); /1"\ ~ ?';\ ( (j') ~ ~ F- (/1/'1 n \) N [\ u. ,j > .> ", '\V D <( ~ 7. /~::iJ\ '/?y\ \ ~~ \(/"\'ib\ '\ " \..\ '{~. .. -;~:-;\ \' . (..../ <. \ . ..... . '(',J \ ,/\ \. ".,''-':.\:f'. \;:--. ,:\ \ ,.,:"\.: J" /. \ \\ \~~ ~\ \~,~,:;.:'\d::~ ~:/ \-" ,,; . () \ V" ...0 \ 1.1 .'~ . '_ ...- \\} ~. ~\. '~- -~~~y u ~ \j ~~ f./L_. >.(~..r-~lr-' r I(_jf' J ( ^<~.) r" I !t<'f',JI':~,~' IE=- lj":') l - (.1 r C.J I /..... ^",JtJ I /~, L5L- C)C/ K [::'J, r)I\/" L-L-"~/j ~Jr) L XC,L~:-~ r ! '-(~2-' -T~~~;2~" ~~~:;;;l ,t" J-----J...----..../I . .~---~I f (if f' J ;-;='1 f,----~ f ~~ ~ (J) I!~; r:;.~,'c~~, r~ t\~: t 1",)' :rU1l ,~. j ~": f~~l I '::J 'iL:~:7'J! -:'::.> - J ~~~ t. ~.~:::-- :~: ': ':"1 I' :;,:: : f f ~ U(T::<~--~~C' r .f VVt- F:'L Ii' ,[ IVII\~-;l.1 ~' k'( Ai ) t / I 1 1 ( .),..... V"'l .~',:9' t"ll. (0 Nvl'\. r ~t f l'd/k'l\l'J r I L:J] r' \.':) ~ .1 ~ ]JJ --~ , JJ'l'JI T J'FY I'/I/V,;~ 1( /1 r - ('EHTIFIEI> TO: vV^ fIt,' V I\j vr G0 (j'S) CS> >> r'lf'.j( f t-t ( -'-'~- ''v-( !' 1\1 ,,/I 1 K t f ) 'r () I .. () ( ~ I ~ I\. I ) I I I (' ~,--,--'-------~~'--~ ~.-----------.---".---------=-'~~ -....,-.,."--...-. '-.~--.-_.-_'~- --~ ~----..~~ I, I.~ C ; I.: t'J [) "'IELl> M":A:.i\.1HE~,IEN r I-'IHE IIYDH.~N r YINI~.>Hl':U 1"1.001( YU'-Jr~L> cor~CHr.: rl!: !>tOr"U~tEN r FOVND IHON PIPE 1"0\' NO ))-tON HOD FOUND P."HKEH-K.~LON NAIL I' I HEll Y D H.~ N r II' Hi ,'fIHY. Y I': N(. P.: IN.\CCE::HHUJ..E CORNfo:H I J ~ . ) I r E't (.) I ~ I_~ I riCE J'FNCI!~ '.f.\SONHY NO ID.:N rJFICA rlON NATION"~L (';I':ODETIC VI':H rlc.~1. UA rtJ!>t 01- YICI ~L Hr.:COHU:~ IJUDI< OVYHJfi!,~l> "rllJ ry I IN I!: 1---" "c. I!: P.~VE~IEN I' J"~t-t:!'.'\..I"""'P:N r ~ION{J~ll'N I' 1--' Jo: I( !'..., r"..~ t., r l-'I_~r BOOK PL~ r DA T,\ HP:f'EHc.NCI!: CON THOL POJN r P. r, PC. P.H C. P.O.U P,O,C. P.P. H RES R.P.O. H.HK. H/." ~S.I R s.P.K, :S/'" Sl..-'I-t r.u.!<t. ryp, T/C: rH.PD. '''.~I. .~.V. ',~.Y. \Y.C'. [-~--] r I ' I ~ I.~ I.~ POIN f' OJ" rANGEN( Y l-'OIN r 01" CUHV.\ rUIH"; POIN r 0"- HJl:VEH~Sl! C\JHVJ! POIN r UJ" IJItGINNING l-'OIN r 0.- CO!l-I ~IENCJ-: ~,t Jo:N r PO,"EH POLE H."l>I\l~ HZ","IDENCI!: RI';~I.\JNING POR nUN 0,., IHVI!:Jt HUCK HIGII r Of' '''AY ;sl!:r IHON HOD O/U"LIJIlJ31 :SIt r P.~HKi!H X.~1.0N N.~IL '''1 r II D I H C I. U . tJ 3 1 3101!: ....~I_K SCHI':I!:NJl:l> JE~tl-'OH.~HY UENCJI!<IAHK I'O'PIC.'1. rop OJ" CUHB THAl'HiYOl'DtI!H PAD '''ATI':H ~tI!:Ti!H ,f".~TI':R v.~l.VIt ,'fOOD 'r.:l'~CE .'fll N":S'3 COHNJl:H l>ENOrES CONCHI'.: 1'1'.: "~Hl!:A (~ . -.. - c' I I ,V (~C) (I j\, I ~ H r t. 11'1'- - lit C' (.> III I> U 11,V ( . .t \. I ~ I) eve I C) J> r I 1 .-' I 1 t ( . C) J I 1 I'> a J l,Y' . L I. ( . I J a 1.1 1< C> t' j\. III t" 1- i ca. N j\. :-.;l('arIlc-,;. \Yeaver. :\fillel'. \VPiHBI4c'r. .t\'l(ludef"'" HllCl :,; i t t p r :'.. (> Il . I> . j\. . ( 'il i (" a g C) . r i tie III ~... , . I' a II C P ('C>Jll ", }-\ ~IE r~ 1 (~1-\f'I -\A Of.' r:( ... ;'."" ,151-; (;EOHGE HOAD J SUITE 1-'11. (Bl:l)%'lU,-Uf'>aa :3 :H:> a,1 ~] (J I~ V E Yli'[C} C 01"IP 1-\i'[ Y rl'./\.NI P ./\ I i'f C . L. B . II L 1- {):3 1 % 10 ) TAMPA FLOHIDA >> l"'\X (Ula)%'lU-HtS'lU PI{EPAHED "'OH: ~['\'DDI{E:3:."';: CAP nevelop.ne"l IV. e"l . A.venue (i.~ COlllpallY. LLC Pnllnello Street PHOJECT No":o-.....-oo(w-;-01~rf':: 'l/6/0~~~ __ APHVD~ PHO.JltCr NO: 8 D}!SCHlpnON rD'''I'l!: o.'fr~. ~~PHVD' ClC.KX)Ir'H ~)I - _ ___ _ _ _~Pt?!FJ r_C/f:'~,~.!,::?,!",1-1Y --~ 9( ~~/' 01 "': ~-",T !;~E>.A- . r"'Vv,? [/ ll<'e e c" </ / 'l.1 ~ (? - .('~?- _ C y.r" - --- -~'------"""""",,----=-,,,",,,-~,~ -=.-'" ~ ..-.-.;.,"~-,~ _.:;.-- -~''''--~'--- '-'- ~~----....-_._'- .......~._..~-,~"" ~.~"'--~.~_..~.~.._----~-_..~...;-~............"-.--'-'-----'"-.~.-_~..~--~~...:.;.... H 1-: v J S I o N ,j LEGAL DESCRIPTION (AS FURNISHED). LOTS 13 AND 14, BLOCK B, NO. 1 SPRINGFIELD SUB. DIV., LESS AND EXCEPT THE SOUTH 6 FEET OF SAID LOT 13, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 3, PAGE 56, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. SI t: DATA TARI I=" rro"'TT'iL:"'':'-''; : C"""" ~J/ "~_~-~'~"i':,II P "..~:~~..~_._~,"~.':'..'~ i~~-)l LP,j~f~,...:.; ,~ I.h:'i;~i C!' .':I~:"':"', J ~urban .tuel ioarchlt.ct. ~ cOR~;rloN STOPS TO BE FOR USE I. Wh'H DR 9 C.T.S. P.B. TUBING. 2. SERVICE OLE ~EQUIRED FOR ALL P.V.C. TAPS. 3. METER ONLY TO BE FURNISHED BY CITY OF CLEARWATER, 4. METER BOXES SHALL BE CONCRETE PER CITY SPECIACATIONS. 5. CORPORATION STOPS SHALL BE TAPPED DIRECTLY INTO DUCnLE IRON PIPE. NO TAPPING SADDLE IS REQUIRED. 12- MAX 12" MAX ..... ."9\:' ~ '" "6.'\.:' ~ 'il ........... X)J.~ Xk. '/ "HAND PLACED ;J7) SELECTED BACKFILL ^'- '6..' NOTES: 1. WATER MAINS TO BE ON NORTH or EAST SIDE OF R.O,W" APPROX, 4 FT. BACK OF CURB UNLESS OTHERWISE AUTHORIZED BY CITY ENGINEER, 2. SERVICE CONNECTIONS TO BE 2 FT. FROM SIDE LOT LINE ON EITHER SIDE OF LOT (SEE SHEET NO, 3). THESE SERVICES TO BE CONSISTANT WITHIN THE SUBDIVISION. DRIVEWAYS . SHALL NOT BE BUILT OVER METERS. 3. ALL LINES SHALL BE CHLORINATED and PRESSURE TESTED (TEST FOR ONE HOUR 0 150 P.S.I.) UNDER THE DIRECTION OF THE UTILITIES DEPARTMENT. AFTER SUCCESSFUL COMPLETION OF THE TESTING and CHLORINATION. THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES. 4. TEN FT. SEPARATION REQUIRED BETWEEN PARALLEL WATER &: SANITARY SEWER LINES. 5. SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS TO 4- PVC MAINS. SADDLE IS REQUIRED FOR 2" SERVICE CONNECTIONS TO 6- and LARGER PVC MAINS. LARGEST SERVICE CONNECTION TO A 4- MAIN IS 1 '/2 " and LARGEST TO ANY MAIN IS 2". 6, MINIMUM DISTANCE BETWEEN SERVICE TAPS TO BE NOT LESS THAN 36", SITE AREA ZONING USE BUILDING AREA SIDEWALK ASPHALT PAVEMENT TOTAL IMPERVIOUS TOTAL PERVIOUS ISR FAR FRONT SETBACK SIDE SETBACK REAR SETBACK PARKING >< >< >< >< :2 ::> :2 Z ~ . N - ~ x NOTE 1. RISES SHALL BE INSTALLED ON ALL WYES (BOTH PRESENT de FUTURE SERVICES) TO PROVIDE DEPTH AT SERVICE NOT OVER 4.0' EXCEPT WHERE OTHERWISE REQUIRED. 2. MINIMUM CUT UNDER ROADWAY - 4.0'. l.lINIMUl.l CUT AT PROPERTY LINE - 3.0' OR AS REQUIRED FOR SERVICE. 3. RISERS SHAll PREFERABLY FOllOW SLOPE OF BANK TO REQUIRED DEPTH. 4. RISER MATERIAL SHALL BE THE SAME AS MAIN MATERIAL EXISTING 12,867 S.F./0.30 AC. o VACANT NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE I NOT APPLICABLE 12,867 S.F. NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE ~ :::I I::i: ~ ~ m IX XX IX X IX :, ~ ^ :\ ~ I ~ "b<><xxx ~ +- I BEDDING AND BACKFILL TO BE PLACED IN UFTS NOT EXCEEDING 6- IN THICKNESS )( )( )( ~IN NORMAL (lRENCH BOTTOM " z C o UJ m '-~""--''''' .( ; , .A '( ~ " ~ .~ BEDDING AND BACKFILL COMPACTION DENSITY TO 95" MODIFIED PROCTOR A,A.S.H.O, T-180 (ASTM D-1557) Threaded Corporation Stop \ MUELLER H15008 or approved equal (Tap at 45' Angle) Saddle if Required \ See Note 5 l' ~.... ~ Water Service Tubing ,~ '. ,., ~ > Driscopipe 5100 or Endot/Yardley ~)<" 'J.... Blue Jet. SDR 9, 3408 Polyethylene Saddle shall have double ~"A- stainless steel straps with epoxy coated Water Main ductile iron body. SANITARY SEWER SERVICE CONNECTION DETAIL N,T.S. I ~ - SEE NOTE 2 SERVICE PIPE 7 45' BEND ----'J:"5_ ~ / ~ ':.t-~ :::E r Curb Stop /' MUELLER H14350 with Lock Wing and __ ~ Compression inlet or approved equal "T" OR "y" BRANCH de BEND ~~ ~ .-H-- - ) NOTES: FOR BEDDING AND lRENCHING ELEVATION SECTION 1. DImensIon Be - PIpe O,D. Dlm.,slon Bd - Tr.,ch WIdth at Top of Pipe MaxImum Bd - Be + 30- MinImum Bd - MaxImum Dlm....lan of Bell + 8" (Uneheeted Trench) 2. Depth for removal for uneultable material Ihall be aa requIred to reach ..ltable foundation. For rock or other non-cullhlonng materIal. depth lIhall be 6" below bottom of utRlty. 3. All backfill and ..1ec:1: materIal under all roadways, cIrIvwe (IncludIng dirt drlvws). and parkIng areas ehall be compacted to 98X of the modI- fied proctor maximum dry denelty. (MSHTO t-180). BacktRl and Hleet materIal under all other areatl ahall be compacted as follon: From bottom of trench to 12- abovw top of pIpe - 95X of modified proctor maxImum dry denelty (MSHTO 1-180). From 12- above top of pipe to top of backtRl - 90X of modified proctor maximum dry denelty (MSHTO T-180) WATER SERVICE CONNECTION DETAIL N.T.S, UTILllY PIPE BEDDING DETAIL N.T.S, LEGEND IH~ EXISTING FIRE HYDRANT PROPOSED SITE/UTILITY PLAN SCALE: l' = 20' C.!. PLUG r-4"-j / r-4"-j FINISHED GRADE / ':'>Ai'-J. MH'G EXISTING SANITARY MANHOLE WV. EXISTING WATER VALVE @) EXISTING WATERLINE MARKER @) EXISTING GASLlNE MARKER @) EXISTING SEWERLlNE MARKER / EXISTING ELEVATION I 4" RING OF CONCRETE (3000 PSI) I I ~OMPACTED BACKFILL REQUIRED NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE 10,937 S.F. MAX. 1,930 S.F. MIN. 0.85 0.40 25 FT. 20 FT. 20 FT. 11 SP. PROPOSED 12,867 S,F./0.30 AC. o OFFICE/CLUBHOUSE 3,500 S.F. 430 S,F, 2,504 S.F. 6,434 S.F. 6,433 S.F. 0.50 0.27 15 FT. 15 FT. 10FT. 6 SP. (INC. 1 H/C) . 'l ~~- , Ill.' , .;:::-; ~\;' . ., ~ ,~. ,r' I ':k"':':"'L~~.';' .!'::J:i:,.,'\. ~'fi.;(;F~ · , ,1;, .., .:' u. '!.::,~ , ~: ~u~~ 1W"', i:l,~:"l~:~lt :,.,~. MN~ F~ORI@'f- ~'"," ..,;:1l.'\J:'.... 4- t.c- (f ~-"." ,. ': .~<' ,.qA:\''/(~''~' :,-:'\' ~. ~ .,~ . ..k ..(', ",'.-": : . ~~(81;aj ~.28-7;$01::;~]..'t'\.:il '. . 'FA~(~) ~r1~!f:,)il:<t..:('I,> t~ ~- .'. c.: ..' .': ,~.\':i ......':;;:;.,:1:.... ';, . yLi .~ ,fJ(~""":" ","! .,if,;::;~\,":, \.. ' " :'_\:,"" v ,"~.~'" ..,.....:"t~Ii'~;.,:;:~,.I.#-'ft".tt 1\ ';.,. " ' i~"'1 . ;';');.Jf::"::\iir;':',., ( 1 "i~rJ !~. CLU FOR GREENWOOD APARTMENTS ~~f FILE COpy CUSTOME SIDE WaTT'" I iii"" ..... ;:,\){""'-" '..:'.. ,:;I! I,' : L: '.' ,~' " - f.. '-"- i i''''~},:~ ~_. ~'!. .-. - '~~,. J .... ""'--. - -. . ,';-;, ~R~J~~~ ~ t~ETER I ~l _~~ ~, ~. ~7= 3/4- OR ," M..Effr C?t~~E c&~r&';ON ...11) twnNG a: METER SADDLE NU ~\M'6XCWETE. CAST IRON UD 3/4- OR ,- SERVICE TUBING 8" OR 6" COMBINATION FITTING (SEE PLAN VIEW) C - L-- '" D k.~:~!/ '!:-1 . ..,. , ~. Of ." PIPE (SEE PLAN ~EW) ...---- iAAo ~-~ ~ ~A EXISTING CONCRETE SIDEWALK PROPOSED CONCRETE SIDEWALK \~ \ ) J ,/ ~ PROPOSED ELEVATION ) B L- c;> c:: K 1 1 B I 1 Ci:- I J 2~ I' r tJ 1P ~ "''- ~ ] 7Y', Z rJ-1 .1 'i.c>'?" 17' ~-:>a" r 126.....>4.C r<) . eo .0 "0, "M~O>" .. -R""-: <~-, o;-,~"6,:~;.2--~07'---- :~.,~v \l.\> iJO:"'j PROPOSED ".'1';" ... ~ . 'I : ,,( : 1 TOT LOT :~:}.,<<i. . I '\. Is Lx_x..< ^ I 2^ 0 == C:::::I = ~"!. ~Ii:::ui S i~ I , b~ · ~ 23.5' 9' .~;:~<< <i< 0 & I Z 2 ~ o~ ' ~ ".~,z..'.' ,~ :b I v ~ ~D I ./~i;.." ,', ii::li 1_5.0 ~~ F I r\ ~ ~ . ~.r;:~,..::E.' :~ ~ ..~.",<j .(~ 110P \J 1lL-< 1.,0;:' "0" ~~;'~lIIIi ,~o.ql~ ~.~~ \j\ ~ ~ . .....,~~~4.(P) ~I' I -" ..... ~<" E 1 ;~: 10 I ~II' ^' 12' -:~;:il ..... '0 I i"L 6" PVC SANITARY e15.5 H/C .1-~,~'; (\ \i D I "': @ 1.0% MIN. ". j}.o '='" = = ':;,: "S ~ I ~ PROPOSED TEMP. A, < L. ~ k L-=r 15.>:~. w ~ 'J',}A~/:..t ~. PR~~O~E~~ ~~:~M;~~R P.IIZ ,-;>~~ __~~:"I""~ 126 '2c;ift J rH'J..lwlL.I~' <(I.. I ~( l-SERVICE I ---. ':::::;:::- - -------- ------1..-..- ~ \~ III I ~l E055 & L.X.Ct;;=~1_:.3>. n .C::JCY or L--UT 1"9 ~ ;~~~t~FR I ~ l~ ,'. ? CONe vw .~ i- ~ ~8 _.) I APPROXIMATE -........:::= ORI,c<INAL- 1 OrL.INt:- . _, <J.I. A <(IJ7~ 2.0'C.ONCr.IJRr!rR,CALrnr. ~. .:.. I LOCATION OF ~-----,7 . -- --:.tJ.~-----------;q---17 -------q . L_____.\__I_ EXISTING SANITARY I ..1-Y 1-",. 1: \ . 1-.\ . l' .~o/ I lyQ f;e/' y;Y fr t~G . Y I I' SEWER LINE PROPOSED -1 .,p' " \.., CONCRETE PAt- !\/\c::-r-rC7 5--r--R~ -r "- WHEEL STOP 0-0' t</ w ( P) APPROXIMATE (TYP.) 27.0' A5PH. P'VM-r. LOCATION OF EXISTING WATER LINE .rOo 10 L-or Ie:;:;. PROPOSED 4' CONCRETE SIDEWALK (TYP.) PLUG !\ lL V ~ ::l \) \j Z (j \j STANDARD CLEANOUT DETAIL N.T.S. \II o lD ] Z lD ~ Vv ~ ~ . 1-~ r)p'{J- 'J ;:: , \J\ ~s ". VIlL~ \- > IllfQ. ~~I \]'\~~ ...J \-~o 1(\ _ N ~', ~ N ~> Ij Z (j \j ~~ / 2" BALL VN...VE BRONZE .~: ~2"X 90' ELBOW 1111 III III ~~ w hi I &y I.. 36" ~f? o 1- ~(.l <(I q' . o p % 1'1'); ) I'j. '/. 12" 17 ~112"~ = ~ - T_ -t \- V\ ~ FLUSHING &I SAMPUNG ASSENBLY I i= II' ~II'~ \ 2"x 3/4"TEE -./ GALVANIZED I 3/4" THREADED NIPPLE 3/4" SILL COCK 48" MAX./ 36" MIN. / (/ <!l . ",<1. rl" 7J-'q 7}" / EXI5nNG j GRADE -'1~R'~ ~~ Jfj c ~ /)) ,tj{; (~ / Cr <P . qtJ 1-.,. 0/ z ~ o r-1 I '" /I~~ ~ ( r- , r--1 Q ",i) EXISTING 4' CONCRETE SIDEWALK AND 0.5' CONCRETE CURB TO BE REMOVED 2"x 6" NIPPLE, GALV. ---........ I 2" GALVANIZED " THREADED PIPE \ Ii! In NOTE: PIPE TO BE RESTRAINED PER P.C.W.S. SPECS. FOR ~sr"NED ~l DEAD-END CONDITION THREADED TAP 2" PLUG. 18" MIN. 2"x 90" ELBOW, GALV. 24 MAX. "~1/4- OR ," CORPORATION STOP ""- WITH CC lHREAOS a: .T.S. COMPRESSION FITI1NG) 3/4" WATER METER DETAIL N.T.S. Pfitrt;,rfJ ,ll.~', a~.7~;/;'~""":-- I/)) ~"<:. r; 'I nr7""r~" / r' , " .. j II / It''''.... JUL' i ""'~, ~"'''::..,l;'' j,}'j'7 I \0, ,) _.. I' ( ~ '-'''oJ '? ,^ ~' ]/11 /1 ^, <. ) '.",.., I' I II ,. !...:"i~. . '.... . I.: l'df 1/ / / 1/' _......., I (,-JI'. "I! ..;,....~ J.: / / ' --:.!.t(..l:;t~~',!-"", ;:;~.::---_ j'~:../ , '>~~L.f::14'l':';~ 'v, ,~.<{ "~" Jj'- r rt,T1S..= o~",,)~lL.(~'S _ lrii- fri;:::::;~ Bruss Nipple .~~ APP .OVEl, r.. CASE:/I: /"'"'(.,.. 01-4' .. ~ T ~ OJ CASE TYPE t:../ ~ .f 121 ~ ~ ORe DATE Mt.~ .Isr.. I .\ 1 u COB DATE It/.li. t v/ SIGNATURE ^fL. - DATE I g.,&;;; .........,. L ~4~8'\ii~rM~~DLE APo't( COATED SADDLE STAINLESS STEEL STRAPS 3/4- OR 1" BRASS METER CPLG, WITH MALE I,P. lHREADS ON TAILPIECE CLEARWATER, FLORIDA SITE AND UTI LITY PLAN \~\ ~\\~ ~~ ---, ...... o 11I1 bE!:3\ J~ -- ~ NORTH Forol Meter Flunge Ford Angle ~ ~:~ ~ ~I~ [i:l ~ Meter CFlo.ngecl) \~\ \.\\~ ~~~ .-.. ~ -'- :c 1 Jill 0 0 0"1 Top View c OJ .- -n d ._ ~(I) y,/ NaTE. Dttvlce l'Iu.t .. IrlSto.Ued level. 1" = 20'-{)" REVISIONS Approveol Bo.ckflow PrevE?ntion Device / ./ II::;"'; ,rtb'Ti#)7~irt'..., u '.";'~,,"..;~~L.i;'. L; (', is I" !: "j. E: Seotember-':"2O&nl I Ii [ ~W~..(: z,~I-Pi"'t)li! I Ii L....- ~u if " IU Ilt.r.'c . . OOQ2,,,... i ....-" r.jryti:;:!;;':" .'1 ;;,.,(' ...............,j.. '....1 i.. ,.\~. . ,. . cO". ..... ,\,..,; --'~.Lt:J( l ...- L-- 3/4" REDUCED PRESSURE BACKFLOW PREVENTOR N.T.S. NOTE: PLUG 2" TAP AFTER REMOVING SAMPLING ASSEMBLY PROPOSED 3/4" WATER METER AND BACKFLOW PREVENTOR 2" TEMPORARY BLOW OFF ASSEMBLY N.T.S. SHEET # : ICON CONSUL T ANT GROUP INCORPORA TED C-1 ft LANDSCAPE AREA STORMWATER TREATMENT ASPHALT PARKING AREA LANDSCAPE AREA (:i:5') MATCH EXISTING GRADE AT PROPERTY LINE SECTION A-A N.T.S. ASPHALT PARKING AREA CONCRETE SIDEWALK/ENTRANCE FLUSH WITH ASPHALT PAVEMENT :i:12.5 FT. PROPOSED 3,500 SQ.FT. MANAGEMENT OFFICE/CLUBHOUSE F.F. ELEV. 23.2 LANDSCAPE AREA STORMWATER TREATMENT (:i:15') ft MATCH EXISTING GRADE AT PROPERTY LINE --- --- --- :i: 10' 2% SLOPE . . MATCH EXISTING \/^R\ES -. ,"f. '. " .,....,( SLOPE ~ .:"..i.~"~,,,..,;. .; :.., , :~ .'" ". '... .. . " 4. 7 GRADE AT -~ ~~ ",,<.,~~,,<~~~~/,,<~~~~~~~~ ~~. ,:t3' PROPERTY LINE ," /~",>>,\:y" <>;: /'>- /~V' Y ''\: y~'" ,~,\:" ~/><<~ / / 0.5 DEPTH N,', _ _ _ _ _ _ _ __ " /~ ~", /'\( (' ~,,/. ~~, ~~~V~t>-'f-' ---------______ ><<. /<~>/ NOTE: STORMWA TER TREATMENT SWALES TO BE PROVIDED ADJACENT TO ALL SECTION B-B -' ' PROPERTY LINES WHERE SPACE ALLOWS, REFER TO CROSS SECTIONS FOR TYPICAL N.T.S. CONSTRUCTION. EXISTING SANITARY MANHOLE EXISTING WATER VALVE EXISTING WATERLINE MARKER @ EXISTING GASLlNE MARKER CD EXISTING SEWERLlNE MARKER EXI STI N G ELEV A TI ON LEGEND rH~ EXISTING FIRE HYDRANT 5AN, MH'G wv @) J)j/Y ;P PROPOSED GRADING PLAN SCALE: 1" = 20' D EXISTING CONCRETE SIDEWALK PROPOSED CONCRETE SIDEWALK ~ PROPOSED ELEVATION f\ ~ V lD ] Z lD ~ \- \]\ ~ ~s v" \-' \-~~ 1ll~\L III ~ ' ~~~ \J\ll.l< -.J- \-~o \J\<:(('j ~~~ EXISTING 4' CONCRETE SIDEWALK AND 0.5' CONCRETE CURB TO BE REMOVED BL-C/CK B I I I I ....~~.1 ' (:) 1P 6 0' '1 1-01' I!? . ~ PROPOSED EROSION CONTROL/SIL T FENCE 126,~""'C r-"':,) 0.1 -:Ar::. "".089" I . C')B' 'I-. 1 '26 ,2<::" C I':> ,;,0' e> ~ ."...";.;,,.,~'< ':' ::; ", _,,"7:,-----------:::-7.---- IJ,..U %//-.t)1::;::,:8;~ ,,;;:;7'..: : ~.fi>,t;,~;, I ,__"-----0< --"--"j L- c:/-r 11 --1- '1 1 i 1 PROPOSED " 22. 22. I TOT LOT Lx_x 2.2 I,~' ~ u u z \l u o~ 1) !@ I I ~ I~ o v ~ ~ ~ Iv J,.:.:.,...loO~ ::.:: ~.;. u' : ' I (., ",1< .. U ~ "" '.'.' 2 ,~;.. " 10' ., I \l ,.,Q':;;b q U''''' ~: - _ 'J 10, f 9 IN 19 I~ 10 IQ "......111\ A ~ ~ () ~,..- 1'>>2. ~ I k 1-' ! ;: "- 1/\ U Z ~ U ;?,1 , B4 HIC /1 1- c:::::::I iQ ill 00/ /;1' 5Af'.J. M'~-'0 11? 1" 4'2 /h' . t>o/ 'I." P At- /V\E:- iiC7 SIRE:- E:- -r 00' 1'2/ W (P) 27,CY A5PH. P'VM1-. 4" 4' (TYP,) 6" X 6" X 10 Ga. X 10 Go, W.W.M. A ,I> I> A ,(~ A .. A A. 1>. ~ ~ ~~^'0~~~~ ~~~~~ '\ , '\ ""<.,, '\ , ",,< , "''\( -, ~ ~,>0/, <<,' ",\ , ,,"- COMPACT TO 95% DENSITY 2500 PSI CONCRETE PER MODIFIED PROCTOR AT 28 DAYS TYPICAL SIDEWALK DETAIL N.T.S, . o I o FACE OF CURB OB EDGE OF PAVEMENT ~ PARKING SPACE BLUE ON WHITE OR WHITE ON BLUE. l.L.. (/) . o I Ln ~ ~ ] Z lD ~ ~ 2 I'\::?: 'U..> v- s~ a "Il. ~~ \]\ 0'\ 't\l\ - ~ ~ ~ . o I 'irl 1'-0. 0.063ft STEEL SIGN FTP-25 PER FOOT INDEX 17355 TOP PART WHITE REFLECTORIZED BORDER AND LEGEND, BLUE REFLECTORIZED BACKGROUND. GALV. .u. TYPE FLANGED STEEL POST. . to I - ~ BOTTOM PART 1" SERIES "c" (F.D.O.T.) BLACK LETTERS. BLACK BORDER AND WHITE REFLECTORIZED BACKGROUND. . o GRADE - I r- -55 PER FOOT INDEX 17355 SIGN SHALL CONFORM TO THE AMERICAN DISABILITIES ACT OF 1990 AND WITH THE PINELLAS COUNTY ACCESSIBILITY CODE. V~ ACCESSIBLE SIGN SHALl BE LOCATED AT V~ PARKING SPACES .. RAt.4P DOW P DOWN z 9' 9' I - I ~ WHIT STRIP / & ~ f.. WI1ITE (TYP.) , ,I I .1 9 I 9 I 9 I HANDICAP PARKING AND SIGN INSTALLATION DETAIL N.T.S. 1 1/2" l'tPE S-1 ASPHALT PAVEMENT PRIME COAT 8" Ut.4EROCK BASE COMPACTED TO 98X AS DETERMINED BY MODIFIED PROCTOR ASPHALT PAVEMENT DETAIL N.T.S. 18 Oz. NYLON REINFORCED P.V.C. FABRIC (.300 P.S.1. TEST) POST (OPTIONS: 2"x4" OR 2-1/2" MIN. DIA. WOOD; STEEL 1.33 L8S./FT. MIN.) . o I ILl . a::: ,., 0 :2: a::: o in Z :i . IX) .- NOTE: REFER TO LATEST EDITION OF F.D.O.T. "ROADWAY AND TRAFFIC DESIGN STANDARDS" INDEX No. 103 FOR ADDITIONAL DETAILS AND SPECIFICATIONS. STAKED TURBIDITY BARRIER N.T.S. ~ s'-O- 2-Min 12",j, ~ 3"Ma. ! ~ :: ~ffi 1!I::I fil~ D.. 8"Min 9"Mox 4"Min 5"Max ASPHAL TIC CONCRETE ~~~~~~~~ y~~~~~~~~)' ~,<<,<<'\.<<'\.<<'\.<<'\.<<'\.<<'\.<< ~~~~~~~~)' /<00000000 I! ./14 BARS. 18" LONG Iv (TWO PER GUARD) BASE MATERIAL WHEEL STOP DETAIL N.T,S. ICON CONSULTANT GROUP INCORPORA TED urban .tud i.archltectl ARCHITECTURE SPACE PLANNING INTERIORS 655 NORTH FRANKLIN STREET SUITE 150 TAMPA, FLORIDA 33602 TELEPHONE (813) 228-7301 FAX (813) 229-1981 CLUBHOUSE FOR GREENWOOD APARTMENTS CLEARWATER, FLORIDA PAVING, GRADING, & DRAINAGE PLAN 1" = 2D'-{)" m NORTH REVISIONS PROJECT # : BankAm0002 DATE: September 7,2001 DRAWN BY: VMH FILE: BankAm0002 SHEET # : C-2 LlJN:"Ir. I n:l ~ NU It.:s I. MI SCELLANEOU S A. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL AGENCIES, THE ENGINEER, AND THE ARCHITECT. THE CONTRACTOR SHALL OBTAIN NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE ANY NECESSARY INSPECTIONS ACCORDING TO AGENCY INSTRUCTIONS. B. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO IN THESE PLANS SHALL BE OF THE LA TEST REVISION. C. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. D. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS TO THE OWNER'S ENGINEER FOR APPROVAL. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. E. 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 CONTRACTORS AND UTILITY COMPANIES. F. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW, WHEN POSSIBLE. II. SAFETY A. DURING THE CONSTRUCTION AND MAINTENANCE OF THIS PROJECT, ALL SAFETY REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELLING PUBLIC AND THE SAFETY OF HIS PERSONNEL. B. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTA TlON. C. CONTRACTOR SHALL PROVIDE AND MAINTAIN ITS OWN SAFETY EQUIPMENT IN ACCORDANCE WITH ITS HEALTH & SAFETY PROGRAM AND ALL OTHER APPLICABLE LEGAL AND HEALTH AND SAFETY REQUIREMENTS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR PROVIDING ITS EMPLOYEES AND SUB CONTRACTORS WITH ADEQUATE INFORMA TlON AND TRAINING TO ENSURE THAT ALL EMPLOYEES AND SUB CONTRACTORS AND SUB CONTRACTOR'S EMPLOYEES COMPLY WITH ALL APPLICABLE REQUIREMENTS. CONTRACTOR SHALL REMAIN IN COMPLIANCE WITH ALL OCCUPATION SAFETY AND HEALTH REGULATIONS AS WELL AS THE ENVIRONMENTAL PROTECTION LAWS. THE FOLLOWING IS NOT TO BE PERCEIVED AS THE ENTIRE SAFETY PROGRAM BUT JUST BASIC REQUIREMENTS. D. ALL EXCAVATIONS BY THE CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF LABOR'S OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION RULES AND REGULATIONS. PARTICULAR ATTENTION MUST BE PAID TO THE CONSTRUCTION STANDARDS FOR EXCAVATIONS, 29 CFR PART 1926, SUBPART P. E. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF "THE STATE OF FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS" SHALL BE FOLLOWED IN THE DESIGN APPLlCATION, INSTALLATION, MAINTENANCE AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES AND BARRIERS NECESSARY TO PROTECT THE PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE PROJECT LIMITS. F. 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 TRANSPORTA TlON FEDERAL HIGHWAY ADMINISTRATION. G. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORM A TION HAS BEEN PROVIDED FOR THE CONTRACTOR'S INFORMA TlON ONLY AND DOES NOT IMPLY THAT THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS. H. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE UTILITY COMPANIES PRIOR TO CONSTRUCTION TO OBTAIN FIELD LOCA TIONS OF EXISTING UNDERGROUND UTILITIES. CALL SUNSHINE ONE AT 800-432-4770. I. 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 CALLED FOR IN THIS CONTRACT. J. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO BASE AND PAVEMENT CONSTRUCTION. ,,- ALL III. SITE PLAN AND COORDINATE GEOMETRY A. BUILDING PLANS WILL BE COMPLETED SEPARATELY FROM THE SITEWORK WITHIN THESE CONSTRUCTION PLANS. B. ALL EXISTING SURVEY PREPARED BY AMERICAN SURVEYING COMPANY OF TAMPA INC. C. CURRENT ZONING O. D. SUBSURFACE INVESTIGATION BY OTHERS. E. ALL POINTS AND MONUMENTS SHALL BE SURVEYED PRIOR TO MOBILIZATION TO VERIFY THEIR ACCURACY. ANY DISCREPANCIES DISCOVERED MUST BE BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER IN WRITING. F. MONUMENTS AND OTHER SURVEY CONTROL POINTS SHALL BE PROTECTED FROM DAMAGE AND DISTURBANCE. IF ANY CONTROL POINTS ARE DAMAGED OR DISTURBED, IT SHALL BE THE RESPONSIBLlTY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AND REPLACE THE CONTROL POINTS TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. G. ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM. V. D. THE LAYER 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. REMAINING EARTHWORK THAT RESULTS FROM CLEARING AND GRUBBING OR SITE EXCAVATION IS TO BE UTILIZED ON-SITE IF REQUIRED, PROVIDED THAT THE MATERIAL IS DEEMED SUITABLE FOR CONSTRUCTION BY THE OWNER'S SOILS TESTING COMPANY. EXCESS MATERIAL IS TO BE EITHER STOCKPILED ON THE SITE AS DIRECTED BY THE OWNER OR OWNER'S ENGINEER, OR REMOVED FROM THE SITE. THE CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR REMOVING EXCESS EARTHWORK FROM THE SITE, IF APPLICABLE. E. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIALS SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATORY AGENCY REQUIREMENTS OR AS DIRECTED BY OWNER. PAVING AND GRADING A. ALL DELETERIOUS SUBSURFACE MATERIAL (I.E. MUCK, PEAT, BURIED DEBRIS) IS TO BE EXCAVATED AS DIRECTED BY THE OWNER, THE OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS TO BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR REMOVING DELETERIOUS MATERIAL FROM THE SITE, IF APPLICABLE. B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING, SHEETING OR SHORING AS NECESSARY. DEWA TERING METHODS SHALL BE USED AS REQUIRED TO KEEP TRENCHES DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. C. ALL NECESSARY FILL AND EMBANKMENT THAT IS PLACED DURING CONSTRUCTION SHALL CONSIST OF MATERIAL SPECIFIED BY THE OWNER'S SOIL TESTING COMPANY OR ENGINEER AND BE PLACED AND COMPACTED ACCORDING TO THESE PLANS OR THE REFERENCED SOILS REPORT. D. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADE UNLESS OTHERWISE NOTED ON DRAWINGS. H. 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. I. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL FURNISH OWNER'S ENGINEER WITH COMPLETE " AS-BUILT" INFORMATION CERTIFIED BY A REGISTERED LAND SURVEYOR. THIS .. AS-BUILT INFORMATION SHALL BE PRODUCED ON AUTOCAD, AND UPON COMPLETION, THE CONTRACTOR SHALL FURNISH THE OWNER WITH DISKS OF ALL DRAWINGS, ONE SET OF REPRODUCIBLE MYLARS, AND SEVEN SETS OF BLUEPRINTS. THE .. AS-BUILT" INFORMATION SHALL CLEARLY AND ACCURATELY REPRESENT ALL CONSTRUCTED ITEMS INCLUDING, BUT NOT LIMITED TO: 1. ELEVATIONS OF ALL STORM SEWER AND SANITARY SEWER STRUCTURE BOTTOMS, TOPS, AND INVERTS, AS APPUCABLE. E. CONTRACTOR SHALL TRIM, TACK AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT. F. CONTRACTOR TO PROVIDE A 1/2" TO 1" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER AT ABUTMENT OF CONCRETE AND OTHER MATERIALS (BUILDINGS, OTHER POURED CONCRETE, ETC.) G. ALL PAVEMENT MARKINGS SHALL BE MADE WITH PERMANENT THERMOPLASTIC AND SHALL CONFORM TO F.D.O.T STANDARD INDEX NO. 17346, SHEETS 1-7. 2. FIELD MEASURED LENGTHS OF PIPES FOR ALL INSTALLED UTILlTlES, CONDUITS, SLEEVES, ETC., AS APPLICABLE 3. LOCATIONS OF ALL STRUCTURES, PIPES, CONDUITS, SLEEVES, ETC., AS APPLICABLE. 4. CALCULATED SLOPE OF ALL SANITARY SEWER AND STORM SEWER LINES, AS APPLICABLE. 5. HORIZONTAL AND VERTICAL CONTROL OF ALL WATER MAIN FITTINGS AND APPURTENANCES, AND HORIZONTAL AND VERTICAL CONTROL ON THE TOP OF WATER MAINS AT ALL CROSSINGS, AND A MINIMUM OF EVERY 200 LINEAL FEET OF PIPE, AS APPLICABLE. 6. HORIZONTAL AND VERTICAL CONTROL OF ALL TOP OF BANKS, TOE OF SLOPES, ALL GRADE BREAKS, BUILDINGS, PONDS, DITCHES, BRIDGES, LITTORAL ZONES, ETC., AS APPLICABLE. J. ALL DIMENSIONS SHOWN ON PLAN ARE EDGE OF PAVEMENT OR CENTERLINE OF STRUCTURE UNLESS NOTED OTHERWISE. IV. CLEARING/DEMOLITION A. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN AS INDICATED ON THE CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH LOCAL TREE ORDINANCES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREE SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE OWNER. B. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. COPIES OF THE GEOTECHNICAL REPORT ARE AVAILABLE THROUGH THE ARCHITECT/ENGINEER. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS Dt:SCRIBED IN THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTIING COMPANY. C. THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, !v1ULCHED, SODDED OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIA TEL Y FOLLOWING CONSTRUCTION. H. CONTRACTOR IS TO PROVIDE EROSION CONTROL AND SEDIMENTATION BARRIERS (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS AND WATERWAYS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT 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 OWNER AND/OR AUTHORITIES. I. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING. IRRIGATION OR OTHER ACCEPTABLE METHODS. J. THE CONTRACTOR WILL STABILIZE BY SEED AND MULCH, SOD OR OTHER APPROVED MATERIALS AS REQUIRED BY ANY DISTURBED AREAS WITHIN WEEK FOLLOWING CONSTRUCTION OF THE UTILITY SYSTEMS AND PAVEMENT AREAS. CONTRACTOR SHALL MAINTAIN SUCH AREAS UNTIL FINAL ACCEPTANCE BY OWNER, K. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE SOILS TESTING. TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING SCHEDULE LOCATED ON TABLE 1. UPON COMPLETION OF THE WORK, SOILS ENGINEER WILL SUBMIT CERTIFICATIONS TO THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. L. A QUALIFIED TESTING LABORATORY SELECTED BY THE OWNER SHALL PERFORM ALL TESTING NECESSARY TO ASSURE COMPLIANCE OF THE IN PLACE MATERIALS AS REQUIRED BY THESE PLANS AND THE VARIOUS AGENCIES. SHOULD ANY RETESTING BE REQUIRED DUE TO THE FAILURE OF ANY TESTS TO MEET THE REQUIREMENTS, THE CONTRACTOR WILL BEAR ALL COSTS OF SAID RETESTING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TESTING. ONE IARI ~ 1-..IESIlHG. SCHFnl1l F' TEM BUILDING PADS EMBANKMENT UTILITY TRENCH BACKFILL OVER PIPELINES AND AROUND STRUCTURES FROM R.O.W. LINE TO R.O. W. LINE AND IN STRUCTURAL AREA UTILITY TRENCH BACKFILL OVER PIPELINES OUTSIDE THE R.O.W. AND IN NON-STRUCTURAL AREAS STABILIZED SUBGRADE BASE (OTHER THAN SOIL CEMENT) CONCRElE AIR CONTENT SOIL CEMENT BASE (NO INPLACE MIXING ALLOWED) (To be used if separation between SHWT & bottom of base ill < 1.5') ASPHALTIC CONCRElE · lESTS SHALL BE LOCATED NO MORE THAN 500 FEET APART. lESTS SHALL BE PERFORMED ON EACH LIFT, EXCEPT THAT TESTS SHALL NOT BE FURTHER APART THAN ONE (1) FOOT VERTICALLY. FIELD DENSITIES SHALL BE TAKEN OVER ALL ROAD CROSSINGS. FIELD DENSITIES FOR SANITARY LINES SHALL BE STAGGERED TO INCLUDE RESULTS OVER SERVICE LA lERALS. THERE SHALL BE A MINIMUM OF ONE (1) lEST SERIES FOR EACH 12 INCHES OF LIFT OVER PIPELINE BETWEEN MANHOLES. TESTS AROUND STRUCTURES SHALL BE SPIRALED IN 12 INCH LIFTS. .. FOR FLEXIBLE PIPE (CORRUGAlEO SlEEL OR ALUMINUM), 95" OF MAXIMUM DENSITY (AASHTO- T99) PER FOOT SUPPLEMENTAL SPECIFICATIONS SUBARTICLE 125-8.3.2 AS MODIFIED. VI. SANITARY SEWER A. SANITARY SEWERS, FORCE MAINS AND STORM SEWERS SHOULD ALWAYS CROSS UNDER WATER MAINS. SANITARY SEWERS, FORCE MAINS AND STORM SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE WHENEVER POSSIBLE. WHERE SANITARY SEWERS, FORCE MAINS AND STORM SEWERS MUST CROSS A WATER MAIN WITH LESS THAN 18 INCHES VERTICAL DISTANCE, BOTH THE SEWER AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING. (DIP IS NOT REQUIRED FOR STORM SEWERS IF IT IS NOT AVAILABLE IN THE SIZE PROPOSED). SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE LEAK FREE AND MECHANICALLY RESTRAINED, A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT THE CROSSING. AU. CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING), WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE, THE NEW PIPE SHALL BE CONSTRUCTED OF DIP AND THE CROSSING SHALL BE ARRANGED TO MEET THE REQUIREMENTS ABOVE. B. A MINIMUM 10-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN Alfr TYPE OF SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10-FOOT HORIZONTAL SEPARATION, THE WATER MAIN MUST BE LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 18 INCHES IN PARALLEL INSTALLATIONS, THE WATER MAIN SHALL BE CONSTRUCTED OF DIP AND THE SEWER OR THE FORCE MAIN SHALL BE CONSTRUCTED OF DIP (IF AVAILABLE IN THE SIZE PROPOSED) WITH A MINIMUM VERTICAL DISTANCE OF 6 INCHES. THE WATER MAIN SHOULD ALWAYS BE ABOVE THE SEWER. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM THE JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS). C. ALL SANITARY SEWER MAINS, LATERALS AND FORCE MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER EXCEPT AS PERMITTED ON PLANS. D. ALL SANITARY SEWER GRAVITY PIPE, FORCE MAIN, PUMP STATION, JACK AND BORE, AND APPURTENANCES SHALL CONFORM WITH THE LATEST EDITION OF THE CITY OF CLEARWATER TECHNICAL MANUAL. E. ALL SANITARY SEWER WORK SHALL CONFORM WITH APPLICABLE AGENCY STANDARDS AND SPECIFICATIONS. F. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW SANITARY SEWER LINES TO EXISTING LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES NEAR THE POINT OF CONNECTION AND NOTIFY OWNER OF ANY CONFLICTS OR DISCREPANCIES WITH DESIGN INFORMATION SHOWN IN THESE PLANS. CONTRACTOR SHALL NOTIFY OWNER AND CITY OF CLEARWATER AT LEAST 48 HOURS IN ADVANCE OF SCHEDULED WORK. G. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER AND CITY OF CLEARWATER PRIOR TO PLACEMENT OF AND PAVING AND AGAIN PRIOR TO OBTAINING CERTIFICATE OF OCCUPANCY, CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. H. THE CONTRACTOR SHALL PERFORM AT HIS OWN EXPENSE AN INFILTRATION OR EXFIL TRA TION TEST, A TELEVISION INSPECTION, AND A MANDREL(GO,NO GO) TEST ON ALL GRAVITY SEWERS IN ACCORDANCE WITH THE ENGINEER'S REQUIREMENTS AND THE REGULATORY AGENCY HAVING JURISDICTION. SAID TEST ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL, COORDINATION OF TESTING AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. WHERE SANITARY SEWERS, FORCE MAINS AND STORM SEWERS MUST CROSS A WATER MAIN WITH LESS THAN 18 INCHES VERTICAL DISTANCE, BOTH THE SEWER AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING. (DIP IS NOT REQUIRED FOR STORM SEWERS IF IT IS NOT AVAILABLE IN THE SIZE PROPOSED.) SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE LEAK FREE AND MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT THE CROSSING. AU. CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING). WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE, THE NEW PIPE SHALL BE CONSTRUCTED OF DIP AND THE CROSSING SHALL BE ARRANGED TO MEET THE REQUIREMENTS ABOVE. B. A MINIMUM 10-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN Alfr TYPE OF SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10-FOOT HORIZONTAL SEPARATION, THE WATER MAIN MUST BE LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 18 INCHES IN PARALLEL INSTALLATIONS, THE WATER MAIN SHALL BE CONSTRUCTED OF DIP AND THE SEWER OR THE FORCE MAIN SHALL BE CONSTRUCTED OF DIP (IF AVAILABLE IN THE SIZE PROPOSED) WITH A MINIMUM VERTICAL DISTANCE OF 6 INCHES. THE WATER MAIN SHOULD ALWAYS BE ABOVE THE SEWER. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM THE JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS). C. ALL WATER MAIN SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. D. ALL WATER SYSTEM WORK SHALL CONFORM WITH CITY OF BARTOW STANDARDS AND SPECIFICATIONS. E. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER TO BE RESOLVED BY ADJUSTING THE WATER LINES AS NECESSARY. F. ALL ON SITE PVC WATER MAIN AND ALL APPURTENANCES SHALL COMPLY WITH THE LATEST EDITION OF THE CITY OF BARTOW TECHNICAL MANUAL. G. ALL DUCTILE IRON PIPE SHALL CONFORM TO THE REQUIREMENTS OF ANSI STANDARD A21.51, MINIMUM CLASS 50. JOINTS FOR DUCTILE IRON PIPE SHALL BE MECHANICAL OR PUSH-ON JOINTS. PIPE SHALL HAVE AN EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A21.51. PIPE INTERIOR SHALL HAVE A CEMENT MORTAR LINING WITH AN ASPHALTIC SEAL COAT CONFORMING TO AWWA/ANSI C104/A21.4. THE WEIGHT AND CLASS DESIGNATION SHALL BE PAINTED IN WHITE ON THE EXTERIOR SURFACE OF ALL PIPES AND FITTINGS. MANUFACTURER'S CODE OR SERIAL NUMBER SHALL BE PROVIDED ON THE BELL OF EACH PIPE JOINT. H. ALL DUCTILE FITTINGS SHALL BE MECHANICAL JOINT WITH A MINIMUM PRESSURE RATING OF 250 PSI AND SHALL CONFORM TO THE REQUIREMENTS OF ANSI/AWWA STANDARD A21.10/C110. ALL FITTING SHALL BE COATED AND LINED AS SPECIFIED ABOVE FOR DUCTILE IRON PIPE. I. THRUST BLOCKING SHALL BE PROVIDED WHERE DEPICTED ON THE DETAIL. K. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTlONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY INSPECTED AND ACCEPTED BY THE OWNER AND CITY OF BARTOW. PRESSURE TESTS TO BE IN ACCORDANCE WITH CITY OF BARTOW UTILITY DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNER AND CITY INSPECTORS 72 HOURS IN ADVANCE OF PERFORMING TESTS. L. CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL SAMPLING AND OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OFF ALL BACTERIOLOGICAL TESTS TO BE SUBMITTED TO OWNER. M. WATER MAIN SHALL HAVE SUITABLE MAGNETIC LOCATOR TAPE BURIED I. ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO CITY OF CLEARWATER TECHNICAL OVER THE WATER MAIN. STANDARDS. VIII. EROSION/TURBIDITY CONTROL VII. WATER DISTRIBUTION A. SANITARY SEWERS, FORCE MAINS AND STORM SEWERS SHOULD ALWAYS CROSS UNDER WATER MAINS. SANITARY SEWERS, FORCE MAINS AND STORM SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE WHENEVER POSSIBLE. lEST FREQUENCY PER SOIL TYPE ONE PER 2500 SQUARE FEET HORIZONTALLY IN 12 INCH LIFTS PER SOIL TYPE ONE PER 500 FEET HORIZONTALLY IN 12 INCH LIFTS PER SOIL TYPE *..* PER SOIL TYPE .,.. PER MA lERIAL TYPE ... PER MATERIAL TYPE ... PER SOURCE PER SOURCE ... EACH LIFT PER SOURCE ONE PER SET OF CYLINDERS ONE SET OF THREE (3) CYLINDERS FOR 100 CUBIC YARDS OR FRACTION THEREOF ONE PER SET OF CYLINDERS ONE PER SOIL TYPE ONE PER SOIL TYPE DAILY ONE SET OF .3 PER SOIL TYPE DAilY ONE SET OF 3 CORES PER lEST STRENGTH SPECIMENS ONE PER 2500 S.F. HORIZONTAL ONE PER DESIGN ONE PER TYPE ONE PER DAY ONE PER DAY ONE PER DAY ... ... ... lESTS SHALL BE LOCAlED NO MORE THAN 500 FEET APART. THERE SHALL BE NO LESS THAN ONE (1) lEST PER STREET. ..... MAXIMUM STRENGTH LIMITS, AS ESTABLISHED BY SOILS TESTING COMPANY, SHALL NOT BE EXCEEDED. lEST OPTIMUM MOISTURE/MAXIMUM DENSITY 9BlI: OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T1BO-57 (ASTh1 01557-70) OPTIMUM MOISTURE/MAXIMUM DENSITY 95" OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T180-57 (ASTM 01557-70) OPTIMUM MOISTURE/MAXIMUM DENSITY 98" OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T180-57 (ASTM 01557-70) OPTIMUM MOISTURE/MAXIMUM DENSITY 95" OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T180-57 (ASTM D1557-70) OPTIMUM MOISTURE/MAXIMUM DENSITY MINIMUM 40 LBR 98" OF MAXIMUM DENSITY AS DElERMINED BY AASHTO T180-57 (ASTM 01557-70) OPTIMUM MOISTURE/MAXIMUM DENSITY MINIMUM 100 LBR 98" OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T180-57 (ASTM 01557-70) - NO TOLERANCE GRADATION, ATTERBURG LIMITS SLUMP TEST COMPRESSIVE STRENGTH CYLINDERS MIX DESIGN/PER SPECIFICATIONS AS DETERMINED BY PORTLAND CEMENT ASSOC. SPECIFICA TlONS MAXIMUM DENSITY AS DETERMINED BY AASHTO T134 OPTIMUM MOISTURE (STANDARD) COMPRESSIVE STRENGTH SPECIMENS AS DETERMINED BY PORTLAND CEMENT ASSOCIATION SPECIFICATIONS - 300 PSI 0 7 DAYS, TYPE DAILy.... lEST CORES AS DElERMINED BY PORTLAND CEMENT ASSOCIATION SPECIFICATIONS - 450 PSI 0 21 DAYS, SET OF COMPRESSIVE .... FIELD DENSITY AND THICKNESS 98" OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T192, T238, ASTM 01556, 02922 AGGREGA lE ANALYSIS DESIGN MIX BITUMEN CONTENT GRADATION STABILITY FLOW PROPERTIES OF IN-PLACE MATERIALS (MARSHALL) THICKNESS 95'" OF LAB DENSITY A. THE INSTALLATION OF TEMPORARY EROSION CONTROL BARRIERS SHALL BE COORDINATED WITH THE CONSTRUCTION OF THE PERMANENT EROSION CONTROL FEATURES, IF APPLICABLE, TO THE EXTENT NECESSARY TO ASSURE ECONOMICAL, EFFECTIVE AND CONTINUOUS CONTROL OF EROSION AND WA TER POLLUTION THROUGHOUT THE LIFE OF THE CONSTRUCTION PHASE. B. THE TYPE OF EROSION CONTROL BARRIERS USED SHALL BE GOVERNED BY THE NATURE OF THE CONSTRUCTION OPERATION AND SOIL TYPE THAT WILL BE EXPOSED. SILTY AND CLAYEY MATERIAL USUALLY REQUIRE SOLID SEDIMENT BARRIERS TO PREVENT TURBID WATER DISCHARGE, WHILE SANDY MATERIAL MAY NEED ONLY SILT SCREENS OR HAY BALES TO PREVENT EROSION. FLOATING TURBIDITY CURTAINS SHALL BE USED IN OPEN WATER SITUATIONS. DIVERSION DITCHES OR SWALES MAY BE REQUIRED TO PREVENT TURBID STORM WATER RUNOFF FROM BEING DISCHARGED TO WETLANDS OR OTHER WATER BODIES. IT MA Y BE NECESSARY TO EMPLOY A COMBINATION OF BARRIERS, DITCHES AND OTHER EROSION/TURBIDITY CONTROL MEASURES IF CONDITIONS WARRANT. C. CONSTRUCTION OPERATIONS IN OR ADJACENT TO WETLANDS SHALL BE RESTRICTED TO THOSE AREAS IDENTIFIED IN THE PLANS AND IN THE SPECIFICATIONS. D. EXCEPT AS NECESSARY FOR CONSTRUCTION, EXCAVATED MATERIAL SHALL NOT BE DEPOSITED IN THE WETLANDS OR IN A POSITION CLOSE ENOUGH THERETO TO BE WASHED AWAY BY HIGH WATER OR RUNOFF. E. WHERE PUMPS ARE TO BE USED TO REMOVE TURBID WATERS FROM CONSTRUCTION AREAS, THE WATER SHALL BE TREATED PRIOR TO DISCHARGE TO THE WETLANDS. TREATMENT METHODS INCLUDE AND ARE NOT LIMITED TO, TURBID WATER BEING PUMPED INTO GRASSED SWALES OR APPROPRIATE VEGETATED AREAS, SEDIMENT BASINS, OR CONFINED BY AN APPROPRIATE ENCLOSURE SUCH AS TURBIDITY BARRIERS, AND KEPT CONFINED UNTIL ITS TURBIDITY LEVEL MEETS STATE WATER QUALITY STANDARDS. F. THE CONTRACTOR SHALL SCHEDULE HIS OPERATIONS SUCH THAT THE AREA OF UNPROTECTED ERODIBLE EARTH EXPOSED AT ANY ONE TIME IS NOT LARGER THAN THE MINIMUM AREA NECESSARY FOR EFFICIENT CONSTRUCTION OPERATIONS, AND THE DURATION OF EXPOSED, UNCOMPLETED CONSTRUCTION TO THE ELEMENTS SHALL BE AS SHORT AS PRACTICABLE. CLEARING AND GRUBBING SHALL BE SO SCHEDULED AND PERFORMED THAT GRADING OPERATIONS CAN FOLLOW IMMEDIATELY THEREAFTER, AND GRADING OPERATIONS SHALL BE SCHEDULED AND PERFORMED THAT PERMANENT EROSION CONTROL FEATURES CAN FOLLOW IMMEDIA TEL Y THEREAFTER IF CONDITIONS ON THE PROJECT PERMIT. G. THE CONTRACTOR AND/OR OWNER SHALL PROVIDE ROUTINE MAINTENANCE OF PERMANENT AND TEMPORARY EROSION CONTROL FEA TURES UNTIL THE PROJECT IS COMPLETE AND ALL BARED SOILS ARE STABILIZED. ICON CONSUL T ANT GROUP INCORPORA TED 'U urban .tudioarchltect. ARCHITECTURE SPACE PLANNING INTERIORS 655 NORTH FRANKLIN STREET SUITE 150 TAMPA, FLORIDA 33602 TELEPHONE (81 3) 228-7301 FAX (813) 229-1981 CLUBHOUSE FOR GREENWOOD APARTMENTS CLEARWATER, FLORIDA GENERAL NOTES N .T.S. m NORTH REVISIONS PROJECT # : BankAm0002 DATE: September 7,2001 DRAWN BY : VMH FILE: BankAm0002 SHEET # : C-3