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2005 01 24 Regular 501 JDC Calhoun/Doran Town Center site
COMMISSION AGENDA ITEM 501 Consent Information Public Hearing Regular X January 24, 2005 Meeting MGR. F- /D~t. /~ REQUEST: Community Development Department requests the City Commission consider and approve the final engineering/site plan for the northeast 2 acres of the approximately 15 acre JDC Calhoun/Doran Town Center site, just east ofTuskawilla Road and south of the Kingsberry home. PURPOSE: The purpose of this Agenda Item is to request that the Commission approve the final engineering/site plan for this portion ofthe Doran site, since it had not previously received final engineering approval. The site layout is somewhat different than previously approved. APPLICABLE REGULATIONS: Section 166.021, Florida Statutes. Chapter 9, Land Development. Town Center District Code. Binding Development Agreement. CONSIDERA TIONS: The applicant proposes two 2-story buildings and one I-story building on this portion of the site. Building 3, located adjacent to Tuskawilla Road (Main Street), is proposed at 15,620 square feet; Building 4, also located adjacent to Tuskawilla Road, is proposed at 15,176 square feet: and single story Building 16, located adjacent to Cliffrose Drive and Tree Swallow Drive, is proposed January 24,2005 Regular Item 501 Page 2 at 9,157 square feet. The plans or renderings have not yet been drawn for any ofthese buildings, and no potential tenant has yet been named. Building elevations and floorplans will be provided when available and must receive DRC approval before a building permit application may be submitted. The site is proposed with a 6 foot-tall masonry wall adjacent to the Kingsberry property. The applicant assures staff that the front (Main Street side) of Building 3 will be at grade with the adjacent sidewalk. There is an existing 50" oak tree on the site that is proposed to remain, although its long term survival appears questionable, given its size and proximity to grading and paving. The only code issue is the 10 foot maximum separation between buildings (20 foot proposed between buildings 3 and 4 and 15.4 feet between Building 4 and the property line). This is being addressed by Dover Kohl and partners, with approval subject to their recommendations. This may need to be addressed in a development agreement addendum (along with the exclusion ofthe Building 2 door along Cliffrose Drive). FINDINGS: 1. The proposed final engineering/site plan is consistent with the existing development agreement, the Town Center Code, and Comprehensive Plan, except that the maximum separation between buildings exceeds the 10 foot Code requirement. 2. There is an existing development agreement, pertinent to the subject property. RECOMMENDATION: Staff recommends that the City Commission approve the attached final engineering/site plan, subject to Dover Kohl's comments and recommendations (to be provided when received). ATTACHMENTS: A Exlnbit "A" from the development Agreement B Pertinent section of approved site plan C Plans COMMISSION ACTION: 2 ....FRI J,S:09 FAX fA . . .EXHIBIT '-A- .. . ATTACHMENT A PLA. OF SURVEY FOR l. W. KfH~-v~Y .. ORLM~~oo~ FlOR I 01. OESCft I PT I ON . / . ;. UHP~OTT!O Pol RT 0,. SlOCK "8", THAT. I. ON THf: EAST a, OE. 0' Ov', 100. _ NFORO BRICK R~AO OF O. R. HITCH~lL!8 SURVey OF THE LEVY GRAN~ ON LAKr SSUP, AC.COADING TO THE. PLAT T~EAE:OJl' AS RECOROED IN ,floAT BOOK I, PAQI , OF TNt PUBLIC RECORDS. OF SEMINOLE COUNTY, F~ORIOA; Ltal 8~GI" AT TH~ INTtRStCTION 0,. THE EASTERLY R'OHT- 'OF - WAY O~ THE SAN'ORO _ OVIEDO ROAO olNO THE NORTHERLY liNE of THE UNPLOTTED PA~T 0' aAIO'BLOC~ hen, RUN s. 39050,' I SitE . AlON,O THE EA.fERL V RIGHT - 0' - VA Y OF'. SAN'O"O. .. Ov I COO ROAD 520 FEET,. THENCE N.SO.09'45"E. 335.54 ,.EET.TO .T"E NORT~ liNE OF'. THC UNPlOTTED PART .OF 8AIO BLOCK "S", THENC~ N.12040JIS- w. ALONG 8AI0 NOR~H llHE 618.86 .IET ~o THE POINT O~ 8E~INHINa. . OtseR I PTION OF ROAD TO IE V.feATED: A. A'. 1aIou SURVEYOtt. 873 OF ~LATTEO RO~O LYr~C NORTHE~LY OF THE ~'OVt OESCR18EC LAND. . Z 0" ~ 5S"8 '.rA.Y'c..e.1 rc-+l"-I t'\.c.d,. ~ Y S~U~, P ~t"" c.~ e..r +0 , e..r-c c...T ~..-..d. ~J VU"I.A.Q.. \ ~c..~~. s: 0...1-. $ ~c--tDry. +.0 .s~ \\~. .-) ..., / c:..~ .. . ..~~.., ,"l": . -- :..... . ....:. -. ! I' J'.....~ .1.- , ,...- ~':..f. ,rJiAT PART PAR C Et. OF' . r.,,y , .-- ....... .~. "'- '''' . J I I . I I I \ EXH.XStT A S~,...~ / , ATTACHMENT B ~ "~' '--<"_~:~)~~:-'''1_ 'f'!":~,~",",-W,f;-!"--"",_,>_,_ -, " ". 0-.. ,., _/- "<:~-~" \. ....~~., .:,.-j;""'" / y ,/ o' 40' ~ I SCALE: 1" = 40' 80' I NOT INCLUDED / LIMITS OF CONSTRUCnON TREES TO BE PRESERVED L ~ L ~ I ..... NO. DESCRIPTION LATEST REVISION CONSULTANTS UTILITIES ~.....,...u„,.,,CCIVER SHEET 2 ABBREVIATIONS, SYMBOLS AND GENERAL NOTES 3 TOPOGRAPHIC SURVEY . 4 DEMOLITION PLAN CNIL ENGINEER TELEPHONE 5 MASTER SITE PLAN LQCHRANE ENGINEERING, INC. SPRINT UNITED TELEPHONE 6.._..... 51TE DIMENSION PLAN 201 SOUTH BUMBY AVENUE P.Q. BOX 770339 T GRADING PLAN _ _ ORLANDO, FLORIDA 32sa3 WINTER GARDEN, FLORIDA 34777 E RD. ~t ~t T KAWI LLA TAT U $ UNDERGROUND UTILITY PLAN MICHAEL D. HARDING, P.E. CHARLIE BEASLEY 9 EROSION CONTROL PLAN 407-896-3317 407-814-5373 F WINTER PRIM FLORIDA ITY O .1~ M.O.T. PLAN SURVEYOR PpWER 11 PAVING AND STRIPING DETAILS LQCHRANE ENGINEERING, INC. FLORIDA PpWER CORP. 12 DRAINAGE AND ERASION CONTROL DETAILS 201 SOUTH BUMBY AVENUE APQPKA ENGINEERING- FO 13 WATER SYSTEM DETAILS ....,.M„ ......,,,.w~.,,r pRLANDp, FLORIDA 32803 CENTER FLORIDA REGIQN 14 SANITARY SYSTEM DETAILS 407-896-3317 APQPKA, FLORIDA 32712 15 GENERAL DETAILS ARCHITECT SEWER L1 LANDSCAPE PLAN RANDALL PAULSQN ARCHITECTS WINTER SPRING UTILITIES E-100 SITE LIGHTING PLAN 85-A MILL STREET, SUITE 200 110 NORTH FLAMINGO AVENUE ROSWELL, GEORGIA 30075 WINTER SPRINGS, FLORIDA 32708 RICHARD M. MARIAN 407-3272669 678-232-6899 WATER WINTER SPRING UTILITIES LANDSCAPE ARCHITECT 110 NORTH FLAMINGO AVENUE J. SCOTT LIBERTY WINTER SPRINGS, FLORIDA 32708 5621 REVELWOOD LOOP 407-327-2669 WINTER PARK, FLORIDA 32792 SCOTT LIBERTY CABLE TELEVISION 407-719-2124 BRIGHTHQUSE 3767 ALL AMERICAN BpULEVARD ORLANDp, FLORIDA 32810 4 7- - 1 T. LEIGH COLYER 0 295 91 9 NTAC GAS PEOPLE GAS 600 W. RpBINSON STREET , QRLANDQ, FLQRIDA32801 ~ ,Fairlane EsCa"tes ~unlait ~4EstdtCS ,-I°Cameron City p~knitni x°'~`~ '"A «~>T~. . .r _ . EWASHINGTQN i.rda•i~Fnrr ` ..s. a~' ' ~'~i • LAWRE ~ ia..E r~13~ ~ ii+vri~~s ~ ~ Q 407-425-4661 « ' Elder Springs' ~,,~~~p $ " , , _ . 9 v iGap,P'Ir,S}411 L~nC_ ~ ~ Lar,N 3n.i'.fpp_t~ 4'' i419~ ^v ~y > V~., '~„r _ . ~ r y - ~ a ~a~... ~ ~ a . Tr ri~,l. ~,Iriiers ~ " ~ ~'~•,7,;' ,y, ,~>~~yI 4 ~ , F. 4141 I '~k,1, z _I w.~ ' i a _ E ~ , , _ ~ ~ , x SITS ~ ' ,,1191 ~S~ i "r -1Ct~1 ~ ~ A '.Lon wood 4dagner~ ~ ';J911QS Landing.: ~ _ , ' - 9 ~ ~ x , P t1 ~ ~ ~ . , P 9 „ :k r nle i'rln . Winters rin s ~;>'h'^ts"~ar~ding ~ ~ m. ~ o, ' ' ' ~ x.. L EVE (a°ie ~ ~ ~ i, r i ~~h~b if'. W:~~la. t i 3d y. L~ Ttack Rd" k r ~ 09 ~ _ `A , ~ r, t y;a;az~ xtr.~ ~ n r~ ~ r _;k,r: ~Cessel6erry y ;r~. ,426. rr~ '}~a- _•r, ~ 3 .I.LP;rPn~ T ~ ~;n.4ifhe ~ »'''4 ' c[,~ . _ i.aleT~.r', ~"narrr!~PI,.~I ~6wedo" ~ ~ t ~ - ~ F . urea _ . F~.«k, hlarketpla[P nr 3 ru 'V,'"~~r ~ ~ . I r,, r ~ F .419 ~`'t• ~ _ ;°q J T _LY'"•j(17Prw ~A ~ ~~1 y. ~ . '.Ir.. f'~tY Fed LJ~ la~~ ~ ~ - . . t , Fer , , ~S.lfc1 ~4~ui r"ark. Flsd Bug LahE Rd ,SlaVid - 4{ £r.:_ . $ ~ 1 ehari~. ~ n,,up.,. x,. a~~:,.«r, M~ $h • ~ i,x ~ . .,a " ~ PLANS & SPECIFICATII~NS I IES VICINITY MAP AERIAL PHOTO CONSULTANTS AND UTIL T _ Y ~ ~ - ~ RECtJRD DRAWING THIS IS TO CERTIFY THATTHE PROJECT r. y t HAS BEEN SUBSTANTIALLY COMPLETED IN F: ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. ~H+: r yti. r ; ~ ~ } ,a• x""!~~ r; il'' ~ ,.^"fix ,rlu l~:i" : ~ 3. DATE: ~,,n ~A t, 1. % i ~+1~, ~ ~ , i Fy 'r x ~t-. ~k ~ E14~GINEER ;l'r JeiM•~y H, Part:!, F?,E. a. r... " r. , ri ,t [ = x X01 Soufih Bumb Avenue y DAT ~+JI"1~ ~ 4 ~u~~ Orlando Flanda 3280 JOB 03067 DESIGNER: OH Fax. 407 896-9167 i F } , ~ , ~ ' ~ ' •an ~wai I ww~rwrw.ww ww ww www.L-UUI If di IC VVI I I PRJ. MGR: JHP CHECKED: MDH t4 t SHEET OF 1 ~ ORLANDO GAINESVILLE 15 z Q o :LITIE~ a DESCRIPTION EXISTING PROPQSED MISCELLANE©US ~ W w ~ " E/L OPEN CUT ' TELEPHONE POLE CUT SEE DETAIL 1 DETAIL N0. ~ ~ ~ ~ TOP OF BERM ~ REDUCER _ EASEMENT LINE - - - PAVT REHAB REHAB Q ~ W = tENCE S SHEET ON WHICH ~ a ~ U GRASSED SWALE OR _ REFERENCE . PROPERTY LINE OR I''~ P1L _ RIW POWER POLE % PLUG OR FLANGE _ - POINT NO. ' NO. 2356 DETAIL IS SHOWN w~ PAVT. FLOW LINE RIGHT-OF-WAY LOCATION f10N 1 SECTION N0. ~ ~ ~ a~~~ i~..... SAN 8 DRAINAGE FLOW „ : GIL C1L SEE SECTION a M . c+,~ _ . COMBINATION POLE SEWER LATERALS GENTER LINE SILT FENCE ARROWS ENCE Q ~ } ~ $ SHEET QN WHICH i~ o ~ ~ SECTION IS SHAWN ~ ci. ~ RIP-RAP SAND Q ~ Q ~ Q _ , WM 8 BASE LINE 81L SIGN ~ wATER SERVICES BR CEMENT BAGS ~ Q ~ ~ ' CONSTRUCTION . ~EI~ERAL NOTES ~J SEE CONSTRUCTION SPECIFICATIONS 01004, 41100 8 01200 ~ ~ ~ . , UNDERGROUND GENERAL: AL: SITE LAYOUT: PAVING/GRADINGIUNDERGROUND: W o MITERED END _ IRON PIPE ~ ELECTRICAL E NSTRUGTIDN SHALL CONFORM TO THESE 1. THE CONTRACTOR ISADVISED TO 1. PRIOR TO BEGINNING PAVING, GRADINGAND UNDERGROUND RAILROAD ~ ALL caNSTRUCrfaN sHAL $EGTION DRAWINGS AND PROJECT Sp AB ONDUIT SAND PROJECT SPECIFICATIONS AND BRING ANY LAYOUT DISCREPANCIES UTILITY WORK, THE CONTRACTOR SHALL POST AT THE JOB SITE SHALL MEET THE MINIMUM R ~ N & G POLLUTION STATE AND LDGAL covERNN :ET THE MINIMUM REQUIREMENTS OF TO THE IMMEDIATE ATTENTIQN OF TH ALL APPROPRIATE FDEP, FOOT, AND WATER MANAGEMENT ID LOCAL GOVERNMENTS HAVING ENGINEER PRIOR TD CONSTRUCTION. DISTRICT PERMITS. NAIL & GAP ~ CONTROL A MAIN _ C _ G JURISDICTION. SHORE LINE G S TIDN. 2. PRIOR TD BEGINNING COt, 2. ALL REQWRED PAINTED PAVEMENT 2. THE CIX~ITRAGTOR SHALL ADHERE TO ALL PERMIT CONDITION TO BEGINNING CONSTRUCTION, THE MARKINGS AND ALL REQUIRED REGARDING THE INSTALLATION, TESTING AND DISINFECTION OF _ POINT OF I°'I P.I. DIRECTION ARROW CONTRAGTORSHALLPDST~ )TOR SHALL POST AT THE JOB SITE ALL ROADWAY /PARKING LOT SIGNAGE THE PERMITTED FACILITIES, ALL WATER MAIN DISINFECTION CLAY OR DIRT ROAD INTERSECTION , ~ ELEVATION r,, 148.75 REQUIRED CONSTRUCTION F STRAIGHT ~ DF THE RECaRDED ~Na TICE ) CONSTRUCTION PERMITS AND A COPY SHALL CONFORM TO THE LATEST RESULTS SHALL BE FORWARDED DIRECTLY TO THE OWNER AND fA ECORDED "NOTICE OF COMMENCEMENT". STANDARDS AS REQUIRED BY PALM i OR ENGINEER. ~ BEACH COUNTY, FDEP AND FOOT, ~ " r G.M. 3. ALL BENCHMARKS, MONUN ;,..~C 1' CONCRETE DIRECTION ARROW y ' ' REFERENCE P IN FENGEIGATE . , HEADWALL O TS SHALL E JCHMARK5, MONUMENTS AND OTHER 3. THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIE5IS UJ CE POINTS SHALL BE CAREFULLY 3. THE CONTRACTOR I5 ADVISED TO APpRQXIMATE AND BASED UPON BEST AVAI,ABLE INFORMATION. ~ MONUMENT LEFT TURN ` ' ' ' MAINTAINED BYTHE CONTRA ED BYTHE CONTRACTOR. ANY USGS VERIFY WITH OWNER /ARCHITECT, THE CONTRACTOR SHALL FIELD DETERMINE THE EXACT W MONUMENTS WITHIN THE LM, GONSTRUGTION SHALL BE PI VTS WITHIN THE LIMITS t~ PRIOR TO CONSTRUCTION, THAT THE LOCATION Of UTILITIES PRIOR TO CONSTRUCTION. THE ~ IGTION SHALL BE PROTECTED. IF IN LATEST BUILDING DESIGN CONFORMS CONTRACTOR IS ALSO ADVISED TO COORDINATE CIOSELYWITH DIRECTION ARROW TREE LINE ~ _ MANHOLE I DANGER DF DAMAGE THE cG DITCH INLET )F DAMAGE THE CONTRACTOR AND! QR TO THATSHOWN ON THESE THE RESPfCTNE UTILITY COMPANIES WHEN CONNECTING TO RIGHT TURN c ' OWNER I DEVELOPER SHAl1 DIRECTOR, NATIONAL GEODE DEVELOPER SHALL NOTIFY: THE CONSTRUCTION DRAWINGS. EXISTING FACILITIES. 2, NATIONAL GEODETIC SURVEY GEODETIC INFORMATION CEI ~ t P z WM ~ " ' 2 D STANDARD . _ C•18b ROCKVIILE, MARYLANI INFORMATION CENTERATTENTION 4. EROSION /SEDIMENTATION 4. PRIOR TO REQUESTING THE ENGINEERTOIMTNESS FIELD )KVIILE, MARYLAND X852 TELEPHONE CONTROL: TE5T5 OF NEW UNDERGROUND UTILITIES, THE CONTRACTOR W 501E BORING LIfT STATION WATER MAIN 301 443.9631 BENCHMARKC CURB AND GUTTER i } I I I 9831 BENCHMARK DATA REFERRED TO CONTRACTOR IS TO PROVIDE SHALL PRE -TEST FACILITIES UNTIL SPECIFIED PERFORMANCE HERE N S FOR NFORMATIOI CONTRACTOR SHALL VERIFY i FOR INFORMATIONAL PURPOSES ONLY. EROSION CONTROL t SEDIMENTATION GRYTERIA ARE MET. ANY RETEST ATTENDED BY THE ENGINEER, Q ,TOR SHALL VERIFY PROJECT BARRIER (HAY BALES OR SILTATION WILL BE AT THE CONTRACTORS EXPENSE- C] ' FM 6 „ BENCHMARK PRIOR TO SITE MISC. SHRUB A ' ~ e FORCE MAIN _ 2-0 MIAMI CURB _ _ INFORM THE ENGINEER OFA ,RK PRIOR TO SITE CONSTRUCTION AND CURTAIN) TO PREVENT SILTATION DF GURB INLET - OR HEDGE . ~ . a fMMEDIATELY. 'HE ENGINEER OF ANY DEVIATION ADJACENT PROPERTY, STREETS, 5. FLORIDA LAW {553.851) REQUIRES THATPERSONS MAKING 'ELY. STORM SEWERS AND WATER WAYS. EXCAVATIONS IN PUBLIC OR PRIVATE STREETS, ALLEYS, RIGHT- C1 IN ADDITION CONTRACTOR SHALL OF -WAY, OR UTILITY EASEMENTS WITH HAND TOOLS OR ~ I~>I a SAN 8 " 4. THE CONTRACTOR SHALL ! TREE I - ~~I, ~ ~ 16 TREE FIRE HYDRANT SANITARY SEWER 8x12 FLUSH GURB SUBMISSION OF ALL SUBMfr NTRAGTOR SHALL COORDINATE THE P'.ACE STRAW, MULCH OR OTHER POWER EQUIPMENT MUST FIRST OBTAIN BJFORMATION ON THE ON OF ALL SUBMITTALS TO THE SUITABLE MATERIAL ON GROUND IN LOCATION 4F UNDERGROUND GAS PIPEL~IES. THE EXCAVATOR sn ENGINEER FDR MATERIALS R i FOR MATERIALS REVIEW AND AREAS WHERE CONSTRUCTION MUST NOTIFY THE GAS UTILITY A MINIMUM OF 10 HOURS AND A ? ~ APPROVAL. STANDARD PARKING ' STS 18 L. RELATED TRAFFIC IS TO ENTERAND MAXIMUM OF 5 DAYS PRIOR TO EXCAVATING (EXCLUDING ~ ~ ~ ~ EXIT SITE IF, IN THE OPINION OF THE SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS). ~ w ? ~ - 5. THE CONTRACTOR SHALL STALL OTAL OF 5 - GATE VALVE ~ -,J STORM SEWER 6"x12" HEADER GURB } MINIMUM OF 48 HOURS NOTII !NTRACTORSHALI.GIVETHEENGINEERA ENGINEERANDIORLOCAL ~ d d~ OF 48 HOURS NOTICE PRIOR TO AUTHORITIES, EXCESSIVE QUANTITIES B. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR ~ CONDUCTING FIELD TESTS. ' 'LNG FIELD TESTS. THE CONTRACTOR OF EARTH ARE TRANSPORTED EXACT LOCATIONS AND DIMENSIONS DF VESTIBULE, SLOPED ~ ~ a z " ^ UD 6 SHALL AL50 BE RESPONSIBf COMPACT PARKING : , 50 BE RESPONSIBLE FOR NOTIFYING OFFSITE EITHER BY NATURAL PAVING, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE ~ ~ ~ ~ Q vVGlNG FOR INSPECTIONS BY STATE AND DRAINAGE OR BYVEHICULAR TRAFFIC BUILDING DIMENSIONS, AND EXACT BUILDING UTIUTY ENTRANCE ~ i ~ m 8 UNDERDRAIN MEDIAN CURB ANDARRANGfNGFORINSPEI ' GAS MARKER STALL (TOTAL OF 6} _ _ LDGAL GOVERNMENTS AND i )VERNMENTS AND UTILITY COMPANIES THE CONTRACTOR IS TO REMOVE AND LOCATIONS. ~ ~ ~ HAVING JURISDICTION. URISDICTION. CLEAN SAID EARTH TO THE Q ~ ~ t=- a SATISFACTION OF THE ENGINEER 7. THE SITEWORK FOR THIS PROJECTSHALLMEET 0R EXCEED ~ a ~ 3 HANDICAP PARKING G.O. GLEAN OUT _ ~ DITCH OR CANAL 6"x16" GURB _ _ 6. THE CONTRACTOR SHALL iNTRACTORSHALLMAINTAIN,ATTHEJOB ANDIORAUT1i0RITIES. EROSION THESITEWORKSPECIFICATIONSFORTHISPROJECT. ~ ~ STALL slrE, A RECORD COPY DF Gt _I ,.,........I I,.~,_, i'...,, DRAWINGS AND SPECIFIGATIi :CORD COPY DF CONSTRUCTION CONTROL BARRIER SHALL BE D z ~ S AND SPECIFIGATION3 ON WHICH ALL ESTABLISHED AS SITE CLEARING 8. CAUTION - NOTICE TO CONTRACTOR ~ N w °a 1" W.M. FIELD GRANGES ARE TO BE: 4NGE5 ARE TO BE SHOWN. THESE PROCEEDS AND MA~VTAINED UNTIL THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE L~ - m UNDERGROUND ASPHALT .~aUILTS` o©cuMIENTS ARi B.M. OR T.B.M. WATER METER xl....__ M _ _ TI:.. -----TEL ~~W'~•E ASPH S` DOCUMENTS ARE TO BE MADE SUCH TIME AS UEGETATION OR LOCATION AND / OR ELEVATION OF EXISTING UTILITIES AS ~ ~ ~ U E TO OWNIERlENGBVEER DURING OTHER CONTROLS BECOME SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE ~ TELEPHONE CABLE PAVEMENT AVAILABLE TOOWNIERIENG~ y CONSTRUCTION AND SHAD,1 _ !CTION AND SHAD, BE DELNERED TO THE EFFECTIVE. VARIOUS UTILITY GOMPANIESAND, WHERE POSSIBLE, r, B.O. _ NGINE R UPON COMPLETIt '.36 BLDG. TYPE BLOW OFF ~ ~ UNDERGROUND . Z UPON COMPLETION OF THE PROJECT. MEASUREMENTS TAKEN IN THE FIELD. THE ~JFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE I' ' BUILDING _ ~ ~ ~ 3{~~ . CATV PAVEMENT Ili ~~;;~a.i H.I. ASPH 7. PRIOR TO INITIATINGWOR ~ II , ' ~ FIN FL 100.00 CABLE T.V. HEAVY DUTY SHALL SECURE AND FORWAf fO INITIATING WORK, THE CONTRACTOR CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY I.1.1 CURE AND FORWARD TOTHEOWNER / AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST I_.. Y.. fi'sl s li ? I,;~at '~k~"~~ TEE BEND CROSS WY ;,v. _ . , ENGINEER ALL NECESSARY F t ALL NECESSARY PERFORMANCE, EXAG7 FIELD LOCATION OF UTILITIES. IT SHALL BE THE f~"~ v CONCRETE ~ ' ' , ~ BONDS ANDCERTIFICATESO FI CONTOUR LINE I ~ ~ 100 ~ Cd,~f~~~:; ~I , JD CERTIFICATES OF INSURANCE RESPONSIBILITY OF THE CONTRACTORTO RELOCATEALL PER CONTRACTAGREEMENT. EXISTING UTILITIES WHICH CONFLICTWTTH THE PROPOSED _ l PAVEMENT ~ ' 4* .GONG ~ : , p; REQUIRED PER CONTRACT A LiGHr POLE _ IMPROVEMENTS SHOWN ON THE PLANS. ~ .+^'w C~ ~ ~ z AASHO AMERIGAN ASSOC. Of STATE G & G CURB AND GUTTER D DEGREE OF CURVATURE GA GUAGE ~ - ~ ~ a. L LENGTH OF GURVE PAVT PAVEMENT S HIGHWAY OFFICIALS S SOUTH VG VERTICAL CURVE } ~ ~ CAP CORRUGATED ALUMINUM PIPE DA DRAINAGE AREA GAL GALLON LAT LATERAL PCS POLLUTION CONTROL STRUCTURE SGHED SGHED SCHEDULE VCP VITRIFIED CLAY PIPE~~~"+'a~" ~ ~ AASHTO AMERIGAN ASSOG.tSTATE HWY. OFFICIALS SE SOUTHEAST VERT VERTICAL ~ ~ ~ ~ AND TRANSPORTATION OFFICIALS GB CATCH BASIN DBL DOUBLE GALV GALVANIZED LBS POUNDS pGG POINT OF COMPOUND GURVE SE ASPH ASPHALT GBG CONCRETE BOX CULVERT DI DROP INLET GAR GARAGE LBR LIMEROCK BEARING RATIO PEP POLYETHYLENE PIPE $ECT SECT SECTION VPC VERTICAL POINT OF CURVE (f ~ ~ ~ ~ ~ ~ ry~~ ABD ABANDONED CC CENTER TO GENTER DIA DIAMETER GIP GALVANIZED IRON PIPE LF LINEAR FEET PI POINT OF INTERSECTION SG SG SUB-GRADE UPI VERTICAL POINT OF INTERSECTION ~ ~ ~ W AC ACRE CEM CEMENT DIP DUCTILE IRON PIPE GM GAS MAIN LT LEFT p/L PROPERTY LINE SGL SGL SINGLE VPT VERTICAL POINT OF TANGENCY ~~,,rr - Q z O AGP ASBESTOS CEMENT PIPE CF5 CUBIC FEET PER SECOND DMH DROP MANHOLE GPM GALLONS PER MINUTE LWL LOW WATER LEVEL ROB POINT OF BEGINNING SHTG SHTG SHEETING LL ~ ~ ~ ADDL ADDITIONAL GI CAST IRON DR DRAIN GR GRADE PG POINT OF CURVE SL sL SLOPE 0- ~ w " w 0 ALT ALTERNATE GIP CAST IRON PIPE pWG DRAWING GRT GRATE POE POINT OF ENTRY SPGG SPGG SPACING ~ ~ ~ ~ C[ ALUM ALUMINUM GV CHECK VALVE DRWI( DRIVEWAY GRTG GRATING POJ PUSH ON JOINT SPEC MATE MATERIAL SPEC SPEGIfICAT10N ~ ~ ~ U ~ APPROX APPROXIMATE G!L GENTER LINE NI TE I PP POWER LE SQ FT E EAST G5P GALVA ZEDS EL P PE MAX MAXIMUM ~ SQ FT SQUARE FOOT ARV AIR RELEASE VALVE GL CLEARANCE EA EACH GV GATE VALVE PRC POINT OF REVERSE CURVE SQ MB MEDIAN BARRIER SQ SQUARE ARW AIR RELEASE VACUUM VALVE GM CONCRETE MONUMENT ECC ECCENTRIC GPH GALLONS PER HOUR PRSE PRESSURE SAN MEGH MECHANICAL SAN SANITARY SEWER W WEST ASPH GONG ASPHALTIC CONCRETE CMP CORRUGATED METAL PIPE EL ELEVATION PRM PERMANENT REFERENCE MONUMENT SST SST STAINLESS STEEL W! WITH MFR MANUFACTURE A55EM ASSEMBLY GMPA CORRUGATED METAL PIPE ARCH ElL EASEMENT LINE MILLION GALLONS PER DAY PROP PROPOSED STA MGD STA STATION WM WATERMAIN ~ Q L~j,J ASTM AMERIGAN SOCIETY fOR TESTING CND CONDUIT ELEG ELECTRIC HB H MANHOLE HOSE BIBB M PROJ PROJECT STD STD STANDARD Wt0 WITHOUT ~ ~ MATERIALS GO CLEAN OUT STL STEEL WWF WELDED WIRE FABRIC ~ ~ ELLIP ELLIPTICAL HOWL HEAD WALL MI MILE PRVC POINT OF REVERSE VERTICAL GURVE STL COL COLUMN EMBK EMBANKMENT HNDRL MIN MINIMUM PSIG POUNDS PER SQUARE INCH (GUAGE} STRA HAND RAIL 5TRA STRAIGHT WT WEIGHT W m C~ GONG CONCRETE EN EN EME PT POINT OF TANGENCY STS G CAS NT HORIZ HORIZONTAL MISC MISCELLANEOUS STS STORM SEWER ~ ~ ~ CONN CONNECTION ENGR ENGINEER PVC POLYVINYL CHLORIDE SUPPT SUPPT SUPPORT ~ ~ BCGMP BITUMINOUS COATED CORRUGATED HP HORSEPOWER MJ MECHANICAL JOINT METAL PIPE CULVERT GONST CONSTRUCT EOP EDGE OF PAVEMENT HT MONUMENT SW HEIGHT MON SW SOUTHWEST, SIDEWALK X COORDINATE DISTANCE (EAST WEST} GONT CONTINUOUS EOS END OF SURVEY HWL MILE POST SYM SYMMETRICAL X-SEC GROSS SECTION ~ P BITUMINOUS COATED PIPE ARCH CULVERT H IGH WATER LEVEL MP SYM BCA GONTR CONTRACTOR EQ EQUATION Q DISCHARGE (FLOW RATE) STR BGPCMP BITUMINOUS COATED AND PAVED STR STRUCTURE }(LNG GROSSING CORRUGATED METAL PIPE CULVERT COR CORNER ESMT ESTIMATE T X RD GROSS ROAD ` ~ T TANGENT ~ BGPPA BITUMINOUS COATED ANq PAVED CP CONCRETE PIPE EW END WALL N NORTH TOB TOB TpP OF BANK C ~ PIPE ARCH CULVERT GPLG COUPLING EXGAV EXCAVATION I EXTERNAL ANGLE (DELTA} N & G NAIL AND GAP TBM TBM TEMPORARY I~ENCHMARK Y COORDINATE DISTANCE(NORTH-SOUTH} ~ C BFP BACKFLOW PREVENTER GTG COATING EXIST EXISTING ID INSIDE DIAMETER NE NORTHEAST TC TG TANGENT TO CURVE YDS YARDS ~ ~ BIT BITUMINOUS CTR CENTER EXR EXPANSION IN INCHES NO NUMBER TCP TCP TERRA COTTA PIPE Q W BHP BREAK HORSEPOWER GTV CABLE TELEVISION EXT EXTENSION INL INLET NOM NOMINAL R RADIUS TEL TEL TELEPHONE B!L BASE LINE GULV CULVERT INSTL INSTALL NTS NOT TO SCALE RNG RANGE TEMP TEMP TEMPERATURE I YA FAB FABRICATE INTR INTERI R THK THICKNESS BLDG BUILDING GY CUB G RD O NW NORTHWEST RGP REINFORCED CONCRETE PIPE THK FOUNID FOUNDATION IP IRON PIPE BLK BLOCK NSHWE NORMAL SEASONAL HIGH RCPA REINFORCED CONCRETE PIPE ARCH TN TN TON w~~ FOOT FLORIDA DEPARTMENT INV INVERT WATER ELEVATION BM BENCHMARK RD ROAD TWP TOWNSHIP Z ~ ~ ~ ~ OF TRANSPORTATION TWP 4 ¢"U ~ BO BLOW-OFF RED REDUCER Typ FIN FL FINISH FLOOR TYP TYPICAL ~ } o ~ B~ BACK OF GURB REINF REINFORCED FIN GIR FINISH GRADE OC ON CENTER UD ~ ~ UD UNDERDRAIN W m ~ ~ ~ BOT BOTTOM READ REQUIRED FH FIRE HYDRANT JB JUNCTION BOX OD OUTSIDE DIAMETER USC & GS USC & GS U.S. COASTAL & GEOgETIC SURVEY ~ ~ ~ ~ ~ ¢ BRG BEARING RT RIGHT FIN FINISH JCT JUNCTION OPNG OPENING (NOW NATIONAL GEODETIC SURVEY) ~ W ~ ~ ~ ~ w BSP BLACK STEEL PIPE RIW RIGHT-OF-WAY USGS U.S. GEODETIC SURVEY N a FIT FITTING JT JOINT OPP OPPOSITE USGS BV BUTTERFLY VALVE c~ n GI enlrc t7VFl OVFRFI ClW IITC LITC I IAIIICDCD/tl IAll1 TCi CDLI/1AIC PAQI C v L.L7 ...-u.+r~ _ . MI.V F..1 {+~i1 i1{VI.V iu~.uriiv~.r vnu~W ~ 0. ~y LL BW BARBED WIRE FM FORCEMAIN OVHU OVERHEAD UTVC UTVC UNDERGROUND TELEVISION CABLE km~ FL FLOW LINE UELEC UELEC UNDERGROUND ELECTRICAL CABLE W Lu Lo FT FEET OR FOOT u- n£,, 1 i G .v..... , „ I , ~ ~ f '1 . nn~ _ k yc r r L _ <r r ~ , ~ ' - f'1 n t. 4~A Q ~ ~ ryA ! i fi: , ' i t . , ~ F , / r , ~ , . . (~ri :r~ , A e „ ~ ~ - ,r ' j' • ' ~ _ y ~ • ~ _ , 7 ~ k ~ ~0 ~ f ~fy 4 r J ~ ~ , G t + O * 1 l ~ ~ ~ f ~ 1 ~ ~ I ~ ~ , , , / i < u ! ~ + ~ ~ z . ~ i ~ ~ Y , ~ i, F,_: ~ f~ i - ~ ~ ti ~ ~ ~7 , 1 D fe ~ f ! y. ~ L ~ ~ ~ by ~1 ~ CQ O ? w hr _ 1 a a + ~ ' ~ ~ ~ ~ 1 _ , , ~ ~ t ~ ~e~ ~ , f .y f. _ ~ fy 1. `f ~ t' ~ ~ 1 ~ ~ i ~ ~ D f / ~ w 0 } ~ * ',t, ~ _ * ~ ~ ~1` p t t ~S O k9~ ~ ~ ~Q,e~,, M { ~U r z s i ~ ~ „ a ~ " i ~ ~ ~ ~r a P ~ ~ , ` ~ ~ O O~ <;; + ~ ~ r - 1' i ~ - - i ~ ~ ~ r . i~ - a , .,,..~r~..... i~ O H121©N SHEET RECORa DRAINING JpB ENGINEER EFL JOB 03067 THI5 IS TO CERTIFY THAT THE PRCilECT n tin Su Jeffre Fi. Porter P.E. HAS BEEN SUBSTANTIALLY COMPLETED IN Y ' ,r, P.E. ACCORDANCE WITH THE APPROVED PLANS F~- ~ PRJ. 973 PRJ. MGR: J.H.P. ENGINEERING INC. TC}POGRAPHIC AT AND SPECIFICATIONS. n in~~rs pF 201 sOUTHBUMBYAVENUE SURVEY STATE ROAD 434 & TUSKAWILLA RD DESIGNER: O.H. ORLANDO, FLORIDA 32903 DESI PH: 407 sss•3317 FAX; 4a 9s9-s1a~ CITY QF WINTER SPRINGS, FLQRIDA t } { ~ urve ors FOR WWW~LOCHRANE.COM CHECKED: M.D.H, DATE; NC. DATE REVISIONS ©ATE: CHEI OERTIFICATE OF AUTHORIZATION # 04(102956 DEMOLITION NOTES: ~ ~ ~ ~ 1. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN m ~ O d DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN ~ ~ ~ FOR THE CONVENIENCE pF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY ~ ~ Ip DEMOLITIDN ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY U' ~ COMPANIES FOR ONSITE LOCATIONS OF EXISTING UTILITIE5. ~ ~ Uz' U t.~ 2. CHAPTER 553,8510E THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO {2j WORKING DAYS PRIOR TO ~ a ~ U EXCAVATING. 3. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, SUPERVISION, AND EQUIPMENT REQUIRED FOR THE ORDERLY DEMOLITION AND REMOVAL tai OF EXISTING STRUCTURES, PAVEMENT AND UTILITIES AS SHOWN ON THE ~ D. ~ DRAWINGS AND DESCRIBED HEREIN. W ~~y; 4. THE CONTRACTOR 15 REQUIRED TO FAMILIARIZE HIMSELF WITH THE W ~ r~3 x STRUCTURES TO BE DEMOLISHED. A BRIEF DESCRIPTION OF 7HE ~ 0. xk t~ STRUCTURES IS INCLUDED FOR THE CONTRACTOR'S CONVENIENCE ONLY. Z ~ ~ ; 5. ALL EXISTING STRUCTURES, PAVEMENTS, SLABS, FOUNDATIONS, STEPS, AND ~ ' ,7~,~ ~ Bt;LF flF CUR~`TO BE , OTHER EXISTING FEATURES INDICATED ON THE DRAWINGS TO BE REMOVEp ~ ~ LL SHALL BE DEMOLISHED AND REMOVED BY THE CONTRACTOR. REMOVE NO W ~ ~ RE~I~VEb STRUCTURE SUBSTANTIALLY AS A WHOLE; DEMOLISH COMPLETELY ON THE ,y Gr Mrs fl S , ~ , PREMISES. O rfl ' ',~7(IST. LIG~IT POLE TO rR(~r 8, ALl EXISTING SEWERS, PIPING AND UTILITIE5 SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR A5 THE ONLY OBSTACLES THAT BE RELOCATEj] N MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED ' ~ WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF SERVICE . r, LINES AND GAP ALL LINES BEFORE PROCEEDING WITH THE WORK. ~ S x. 1. ELECTRICAL, TELEPHONE, CABLE, ANDlOR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED ~ ~ UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION Z ~3 ~ ~p` AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS A NECESSITY TO Q PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE, ~ SAYVCUT AND REMOVE , r. ! PROVIDE ADEQUATE PROTECTION FOR PERSONS AND PROPERTY AT ALL ~ 14#t SF flF EXIST. l ~ ~ 5117EWALK ' _ r' , ~ 7- - TIMES. EXECUTE THE WORK IN A MANNER TO AVOID HAZARDS TO PERSONS ~ fi. AND PROPERTY AND PREVENT INTERFERENCE WITH THE USE OF AND ACCESS TO ADJACENT BUILDINGS. STREETS AND SIDEWALKS SHALL NOT BE - UNNECESSARILYBLOCKED BY DEBRiSAND EQUIPMENT. `M. ti " 9. CONTRACTOR MUST STOP OPERATION AND NOTIFY THE OWNER FOR PROPER V ~ ~ I r } DIRECTION IF ANY ENVIRONMENTAL OR HEALTH RELATED CONTAMINATE 15 ENCOUNTERED DURING DEMOLITIONlEXCAVATIONPRQCESS. W j ` ~ EXIST:TRANSFORMERTO , 1D. DISPOSAL H QCs BE RELOCATED {.{.,i, r' A. FILL FOR LOWER LEVELS OF DEMOLISHED STRUCTURES MAY INCLUDE ~ CONCRETE OR MASONARY RUBBLE RESULTING FROM DEMOLITION, , ' SUBJECT TO THE ENGI NEERtARCHITECTS APPROVAL, RUBBLE SHALL NOT ' EXCEED 12 INCHES IN LONGEST DIMENSION, ~ ~ REMOVE 266 LF OF M Cpr fl ~ , 1 B. REMOVE AND LEGALLY DISPOSE OF ALL OTHER RUBBISH, RUBBLE, ! Z AND DEBRIS COMPLY WITH ALL APPLICABLE LAWS AND REGULATIONS EXIST. FENCE ~ : ' ~ GOVERNING DISPOSAL OF WASTES AND DEBRIS. ~ . , zz 11. PAVEMENT REMOVAL A. WHERE EXISTING PAVEMENT IS TO BE REMOVED, SAWCUT THE z U w SURFACE LEAVING A UNIFORM AND STRAIGHT EDGE WITH ~ ~ w REMOVE 151 SF flF a ` ~ ~ ~N . MINIMUM DISTURBANCE TO THE REMAINING ADJACENT SURFACING. ~ ~ a > EXIST. SIDEWALK { ~ j. : ~ ~ ~ REMfl'VE EXIST°` ~ 1• I,~ IF CONSTRUCTION RESULTS IN RAVELING OF THE SAW-CUT w p O SURFACE, RECUT BACK FROM THE RAVELED EDGE PRIOR TO RESTORATION. ~ ~ ~ ~ EXIST. WATER VALVE ' ~ ? CONTROL r TO REMAIN ~ ~ B, WHERE EXISTING PAVEMENT CURB CURB AND GUTTER, SIDEWALK, J a ° STRUCTURE • I"{"1• Fj:~. DRIVEWAY, OR VALLEY GUTTER IS REMOVED FOR THE PURP63E OF ~ r ~ '3t" CONSTRUCTING OR REMOVING BOX CULVERTS, PIPE, INLETS, 0 ~ ~ ~ >L MANHOLES, APPURTENANCES, FACILITIES OR STRUCTURES, SAID z N ~ REMOVE 462 SF OF EXIST. SIDEWALK . PAVEMENT, ETC. SMALL 8E REPLACED AND RESTORED IN EQUAL ~t n~ ~ ~ ~ ~ Ftm : EM~}VE 75 LF OF i~EMOVE CONDUIT EXIT RAP , BETTER CONDITION THAN THE ORIGINAL. CONTRACTOR SHALL Q ° o PROVIDE ALL NECESSARY LABOR, MATERIALS, EQUIPMENT, TOOLS, ~ w ~ ~ SUPPLIES, PAINT, AND EQUIPMENT REQUIRED. ~,J~ ~ m ~ • • ~LUG~~NI"? QF RC . r WIB•AN~; 12. PERMITTING: IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY REQUIRED PERMITTING FOR DEMOLITK)N FROM RESPONSIBLE ~ ~ ~ a M43RTER AGENCIES AND FULLY ACKNOWLEDGE AND COMPLY WITH ALL ~ REQUIREMENTS PRIOR TO COMMENCING DEMOLITION WORK. n. 13. IT IS THE CONTRACTOR'S 50LE RESPONSIBILITY TO DETERMINE THE EXTENT OF DEMOLITION REQUIRED IN ORDER TO PERFORM THE CONTRACT WORK r.N., ~ EXIST ~ ~ : y FOR THIS PROJECT. THE CONTRACTOR SHALL CONDUCT SITE VI51T5 AND , ~ , TRANSFORMER TO ` y ~ ~ ~ " SHALL EXAMINE ALL OF THE INFORMATION WITHIN THESE DOCUMENTS: ALL DISCREPANCIES ANDlOR OMISSIONS SHALL BE BROUGHT TO THE ATTENTION 1 ' BE RELOCATED , i ~ ; ' r OF THE ENGINEER PRIOR TO BID SUBMITTAL. W ~ c ~ , ' 14, PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED- ~ ~ ~ 4' ,z,,'~ r'~ b' < ~ - r 95. CONTRACTOR MAY LIMIT SAW-CUT & PAVEMENT REMOVAL TO ONLY THOSE ~ J Q 3 ~ rr s : „d. AREAS WHERE IT IS REQUIRED AS SHOWN ON THIS SHEET BUT IF ANY DAMAGE ~ ~ ~ IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, SIDEWALK, ETC. THE t a ' CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. ~ ~ j j ~ . - ' ' 1B. IF THE EXISTING STORM AND SANITARY SEWER MANHOLES HAVE EXISTING PIPES ~ ~ ~ ~ a fY a i '.'1~> ' ~ REMOVED THE MOLE WILL BE PLUGED WITH BRICK, MORTAR AND CONCRETE ~ 1~ ~ ~ UNLESS THE EXISTING PIPE IS REPLACED WITH A PROPOSED PIPE. ,aLL ALL EXISTING MANHOLES SHALL BE GORE DRILLED TO RECEIVE PROPOSED PIPES. ~ ~ ~ ~ ~ ~ r s Exi;>T. err' nAK { ,F , s ~ TO REMAIN . , : DRIP LINE V ti,~+ W 5EE TREE PROTECTION ; r' ; - ~ EXf~T BTLF flF , DETAIL ~ ,,f GU C~TO BE ` z' R~MO'~ED ' ~ ~ _ W ~ ~ : . r { ~ ~ ~ ~ ~ ~ t F,' ~ j `fZ n ` ~j a ~ fir. EXISTING TREE TO w J ~ ~ ° /~~r 1S . : - t REMAIN = ~ r: ~ ~ ~ : / C+O ~ ~o' ~ ~ LL 2s x, ~i ' , : ~ EXIST. TRANSFORMER TO BE RELtlGA'pED;` ~,,:s' F fO S , t '.h ~ a~ , 1„ r, f ~ f ~ ' ~ r ~ ~ , 90'MIN. PLUS UPRIGHT 4'x4" ./y ` ; , ~ REMOVE 692 SF flF , „ , , , ; EXIST.'SIDEWALK Z ~ , . , ^ , ~'>.I ' , I~ L I FERNC NG PLA5TIC MESH 4L • , y t ~ ~ t g HORIZONTAL J 4 ~ r _ 2'x4" ~ ~ 'r . NOTES: EXISTING GRADE Lu ` , ~ EXIST 95~ LF pF _ ' ~URB.1'CY1~ Q ~ ES 1. PROTECTIVE TREE BARRICADE TO BE PLACED A MINIMUM OF 10' REMOV~p ? r,, FROM BASE OF TREE PLUS AN ADDITIONAL 1' FOR EACH ~ ~ ~ , , , M : + ADDITIONAL 1" FOR EACH ADDITIONAL 1"DBH GREATER THAN 14" 1 M IST ME5 ' ~ , DBH OR AS SHOWN ON HARDSCAPE PLAN. , ~ 2. ALL WORK DONE WITHIN PROTECTIVE BARRICADES IS TO BE ~ , ' . , ~ ~ M.. ~ . ' . DONE BY WAND ONLY. Q , . t , j,s 3. MAINTAIN TREE BARRICADES AT ALL TIMES, SEE TREE ~ ' ~ REMOVE 28t LF , : ~ f x ' ~ EXIST. 36' RCP s' r~ _ , ~J , PROTECTION SPEC. FOR MC#~E INFORMATION. 4. ALL ROOTS TO BE REMOVED DURING DEVELOPMENT SHALL BE . ` 5AWCUlf•F~ND REMOVE EX15T. 20t LF OF ~ ` 160E 5F K7F )rXIST. 1 URS T 1sE SEVERED CLEAN AND A 2" LAYER OF MULCH SHALL BE APPLIED C r A OVER THE SURFACE OF EXPOSED ROOT5 6UR1NG ~ v1 t, A iN K, 1 P VEME T = ~ , _ ~ ~ ~ ° R Q , ' DEVELOPMENT. (f) } n r , 5. ALL PRUNING OF 24"CARPER AND ABOVE SHALL BE DONE BY A ~ ' ! SAWCUTANDREMOVE r °,x EXIST. LIG1`lT FOLE T~? 24 SF OF EXIST. x r { QUALIFIEQ TREE SERVICE. (CERTIFIED ARBORISTj. , , ;t.,. 8E RELOCAT~b,., " SIDEWALK `TREE PR{~TECTIt~N CiETAIL ' t, ~ : ~0~, NTS ~ ~ ~ _Nv m i:; , s z, " w ~ 0 , > ' ,,n °s. > M Q 0 r : > , r ~ ; ~ Q Q"~ ~~@ ZmiYQWN ~ ~ r , r ti, `e W m~nO = Z ~~MQ ¢ ~ r OZ , ~ LL © W (rj C! ~ 0 r f _ ~ N W IL b~ 1"=29 U 2;~~ ~,F ~ '~i,'\~ f W a 20 as q;f' v=i Q ~ a ~ ~ ~ i © 6 o ~ ~ ~ o ~ W W Z Y ~ U m ~ U7 W Q a o U ~ ~ Q i ~ N ~ ~U ~ ~ 'k LtJ , , ~ . "l,•, o .I w~~.,. , a a, ry nY e .,w.. f ~ z ,',I>1 0 .i. ~ O~ } Yr V~ V p W t . q R Rp j t r, , ~ ~ r f _ o f,{ ST • ~ ,n r~ „v , G a r r a ~~,rN. z Zm 'V ~ ` ~ ~~i" ~F ~t~ r''4Z 1 , , f r~ 4 f ~ ~ ~=r f ~ ~ F , 0 ~i4~~ u M.''.}~ WmWa 4f ~~~N ~ ~ ~WO~ W y) m ~ W i v i , , ~ ~ , ~ ~ ~ i ~ . ,i , . ~ ~,:r iAt'4 ~ WW ''I 1 .f f ~ ~ _ ©~t ~ i;. ~ t. • ~c4:K ~ ~Q ~ ~ z ,a•.. ~ . ~j.r L 1, . _ ~ J t. ~ ~ ` ~ ~ ! f , \f r ~ ~ ~`.~,i ~ wwr 1" ~ vi ~ ~ ~ ~ ~ ` ,r~ sw~,. { A ~ +r'.~. sf F, ~ ~"~~oz w ~ - ~ ~ , f.' r t' 't g,• 1 w W ~ z ? ~t , F V * r ~ ~ ~ ~ . . v \ y } ~ o ~ _ Q a l{..~ Y ~ ~ ~ ~ C `i\ 1 i ~r , , W ~ ~ - ~.'~9tNLJ71}~v3 t ~w` ~ p , i:, ~ r' . , v, ~ 'i 1 ~ S ~ y '~r3 m > 'r ~y q.• ' a ° a?!" ~q ''a 0 ~F a ty ~ ~F ~F ~ Y~ ~S' t+ r'' Y~, £f 1r+`w' 1 Y/ ~ A~ ...fir ~ Yip ii. ~5 ~ ~ . 1 ~ f 1 4. .ffi? t sky .r !f ~ d 1%' ",tip, ~Y~fi: ~ S. ' i r 3 t t 'Y z f f r" ,i ,~y ~ ~ ~ ~ "S `A4 ¢ ~ " cn c ~ a~ a ~ p W S '3 4 t t., ~ ;f, ~ ~ ~ w ~ t ! ~ N f}, Of O =:v ~ ~ ~ U ~ ~ \ r C7 a ~ z m°-~Z ~ i.. ~,M S W mLL = ~ 1"=60' ~ ~ Sk + q~ . a,4~. ~ r. y~. Wo 5 4!i ~1~ ,1 Ir~? ¦ n ~ + `5 S:~ A W LO { r,~ f ui LO o r 'f t: Cl) is. u~i ~ _ _ r°7 = ~ f' ~ ~ ~ ~ W ~ ~ ~ Y ~ (9 m -i N W ~ ~ i f , ~ ~ F a ~ ~ ~ , ~ r \ ' w o ~ r ~ ~s qs, ~ ~ ~ . s f ~ r~ ~ ` ~ SIDEWALK V RAMPS 6' MAS©NRY ~ ~ (~.I SCREENWALL LL! Q± 18"CURS & a GUTTER {TYP. t ,TYPE ~ ) cuRB ~ SITE DATA: f ~ b 9 TOTAL AREA (A' " 'LOX. LOCATION} = 2.00 AC (100%) / ' ~ a / ^ ASPHALTAREA = 0.48 24.0% F ~ N CONCRETE AREA = 0.42 21,0% ~ W Z W i ^ E ~3 S BUILDING AREA = 0,5$ 29,0°/a ~ , 2 . ~ p~ TOTAL IMPERVIOUS ~ 4 Q 0 0 r / ~ s- TOTAL PERUIQUS (GRASS) = 0.52 28.D°l, pj ~ ~ ~ ~ ] . . : , ~ DIY ~ U) ~G / LL w ~ ~ 4 'TYPE "F" •A I ~ ~ CURB > s PARKING SUMMARY: ° ° ' r ^ D~ , . _ ~ ~ ~ ~ ~ ~ ~ HANDICAP SPACES $ ~ ~ ~ PROPOSED SPACES = s# ~ ~ Ag ~ ~ ~ ~ ~ ~5 ~ . S~1^~ ~ ~ DUMPSTER Iti G ~ ~ r s,, 'p d ~ ~ a . ~ 'T`S~''; u: ENCLOSURE \ d TOTAL = 62 i' r' ~ r cY N - a a i a 4 ~ ~)a q1 , ~ (V (U O LEGEND: T a ' d g' d S1f~FWALK ~ Yi' a: ° e. a' < , b, 1 F.• • F + RAtV~ 18" 4UR17 P ~ ~ w a / ° a H.C. RAMP " . # PARKING SPACES ~ ~ ro - ~ Z 7 a' P' GUTTER . ~ a d ~ a e PROPOSED ASPHALT PROPOSED SIDEWALK ~I' ~ a g ° a. a p ~A 1' ,v e ~ ~~d ~ ~ W,' ~ ~ '0 4 ° a ' PLANTER e a ° d a $ ~ \ s a ' ' ~ a' DUMFdSTER ~ ~ % ~rn ~ : , w , , d ~ e . ° (TYP.} m ' v 0 ~ e~NCC RE a v ~'.~,pr '1`J q' i i e~ < ~ R5 ~ ~ a d RQPbSED ~ F ~I, a a' ~`v, ~ ~ d ~ ° d e,~~ TRANSFDRME S Q ' Ix- V Oai. Z FWC~ r / a-0 a'. TENANT'A' i ~ a • LfJCATKIN ~"~a a ~ ~ n ' PERSJRWMD PERMIT#4-117-22437-2, SITE IS ~ ~ m F APPROVED FOR 800 IMPERVIOUS AREA ~ ~ ~ _ ORDSED ~ • a I hh TRANS~'ORI~IE. d ~ CDNC.SIDEWALK ,P ; 18"CURB : a ' LflCATIQN e , d 5' " •1 ~ , `.w a a ; d. a , UTTER N ~w y = r //0^'`~y ~ ~ a a.. a° G ,,,h . 6' ~ a 1 p (TYP.) w' ~ ~ i a, a'. r. V ~ N~S~ Q o JJ 9 a d d z I W ;WQ~ ~ TENANT'B' d a ~ ~ ~ v d ~ s .oodyi"~, ~ Lt'. ~ a ~ a. 'a p H.C. a vz a. RAMP ° . e' a ~ ~d 0 1~ a ° \:,I ~i~, i '3 ,Y~, ~ a / ~ 'q s~ ,f a d a da { LEGEND: • ;.,.e a ~ . ~ d yp d ~ a " ~~.y.{ n nJ ° Q W X16 a d ~ Q`' ~ C~ STANDARD CONCRETE (4") f,. b L ~ a R a ~ 2 STAIRS ° .,~T,. ~ ~ % h f~' q ~ TENANT'S' e ~ ~ * ,a U a STANDARD ASPHALT PAVEMENT ~'"'li J ~ Z ,..r . CDNCF2ETE a ai a ~ d 3CURB DVI~D~~V ~ ~F ~tl ~ a " SIDEWALK a ° a • r'~ a TRAN5ITIDN ~ a ! HANDICAPF~NI7ICAP •B; . LC d r . t~ ° 57R1PING, d ~ ~V` ~ LJ a d a v ~ 5Yh4B0l. Q e ~ {TYp.} ~ FLUSH CURB TENANT A ~ ~ ~ p 4 ae i ~ e' . HANDICAP ~ ' ~ ~ ~ ~ H.C. ~ ~ DEST~' SIGN h' H.D. ASPHALT PAVEMENT V ~ ~ V ~ • e.. G SWALK ~f1; ~ RAMP ° a .a P`~ (IYP.) 47 F- ~ ~ ~ , a a ~ ~ ~ f WHEEL STQP a e RETAINING ~ ° ' ° ~ i d... `.d ~w` TENANT'C' WALL a'd4 "lY~ ~w ~W H.O. ASPHALT PAVEMENT {8") ~ ~ Q ~ v a a d. ~ a {HT VARIES 0'-2') ' ° ~ a ~ 'x~. d '4 ~ ~ '.fie. P : a, : ° ~ ~ ~ 111444 a d a i 4 ~ , d ~ ° a., a ' i ? i e Op"~ "G' ~'2 ~ ~ G9 0 5 ~ ~d , ~ ~ ' W ~ ° i d e.' ~ BUILDINGS 1ST FLOOR 2ND FLOOR TOTAL ~ ~ a oAK TD d ° , r0 q. + a BUILDING 16 = ~ ~ , ~ a a ~ ~ ~ ~ ~ ~ REMAIN w a a A av V ,o` S v, ~ , s ! h TENANT'A' 3,259 3,258 TENANT'S' 3,913 3,913 ~ ~ ~ ~ ~ . : , A / °dv ° - d TENANT'C 2,7$5 p,785 e r~rat 9,x57 e'',, + i d ~ ' a ' ~ i 3 BUILDING 3 7,810 7,810 15,62Q T07At 15,820 ' v ~ a •Q s° "d. a. ~ / / ~ , . a , * . i e n}p SIDEWALK BUILDING 4 e ° 1 `,f RAMPS ~ TENANT'A' 3,7$3 3,783 7,528 TENANT'S' 3,825 9,825 7,650 ` d, ~q ~ ; ' TOTAL 15,17$ ~ >r a , - t. , eae a d. , ~ ,f~ , s Im' a. ~ a, ~ IIJCAZ Nary: F ~ ~ f ~Q. d ~ , ~ 0 I :d ALUMINUM HANDRAILS SHALL BE PROVIDED ALONG ALL ~ B,J ~ 'Y~ i d `V a a WALLS AND WHEEL GAR RAMPS IN ACCORDANCE WI FLORIDA BUILDING/ ACCESSIBILITY CODES. . . P a ° , BCJILDING 3 t ,e T r . SIDEWALK d ~ . 3 ° I ~ % GUTt~R RETAINING WALL k~' ; RAMS i fTYP.} ~ (HT. VARIES tP 3' i , . s / ! - ° ~ • CDNC,5IDEWALK r.`~~ s~ , L ) . ~ `l. " ~ q C DN ~ ° L N S~(! ~ ~ ' s . ; DS4_~Ar 1.~1 ° • a ~ d 4 -0 ~ ~ VALLEY , 3 DUTTER r e a, . i ~ C . , ~a e d . d 4*~ p W PEDESTRIAN , d f:a i ! . U i CRCiSSWALK a " ' v f a ~ , ' a a ~i. a ,.'d~.,a 1' i d " a ~ ~ m ° ~ , d , r ~ : 1;` jm~O a ~ Q a " c~ I- , , .ti Z m~~z ~ . , CONNECT TO W °d LL ~ ~ F=- ~ '°t EXIST. ' ~ 4 ~ SIDEWALK O ~ W a n I r EXIST. RAMPS AND W ' n = 20' ,ILI LV a W CROSSWALK F, 0 20 40 ' W N f CO w CD o~ INLET STRUCTURES: HYDRAULIC CALCULATIQN~, GRADING NOTES: o = ~ czi PROPOSED SCREEN 10 YEAR, 24HOURANALYSIS: WALL RAINFALL INTENSITY= 7.41NIYR Q TYPE'F' INLET CONC. SITE CONTRACTOR SHALL CdORDINATE t VERIFY AL1 CURB & ~ ~ ~ SIDEWALK LAYOUT WITH BUILDING PLANS PRIOR TO FINAL OFF-SITE FLOW EXISTING = 20.4 cis GRT 40.00 EXIST. SIDEWALK , ( ) INV 34,85 SW CURB ,K POUR. ~ W W PROPOSED ON-SITE FLOW - 7.29 cfia 3tl.18 NE 2.0°4 TYPE "A' TOTAL SITE RUN-OFF = 27.69 cfs GURB \ ~ ~ . TYPE'F' INLET ~ ~2 0°k INTEGRATED RETAINING `MINIMUM 1 MAXIMUM SLOPES WITHIN PAVEMENT AREA = D.59b ~ ~ ~ ~ STEM WALL TO 4.D% EXCEPT AT HANDICAP STALLS AND ACCESSIBLE ROUTE. ~ ~ ~ _ 25 YEAR, 24 HOUR ANALYSIS: 2 GRT 40.78 " ~ a a U MINIMUM J MAXIMUM SLOPES WITHIN LANDSCAPE AREAS =1% RAINFALL INTENSITY = 8.6 INIYR INV 33.64 SE OFFSITE FLOW {EXISTING) = 23.7 cfs I NV 36.82 5W LOG. FF TO 33% (3:1). L(~ . ~ PROPOSED ON~ITE FLOW = 8A7 cfs LLI p • CONTRACTOR SHALL REMOVE ANY /ALL DEBRIS AND ' SWALE TOTAL SITE RUN-OFF = 32,17 t~s TYPE'F' INLET r. : ~ 6" PERFORATED PIPE SEDIMENT DEPOSITED WITHIN EXISTING STORM SEWER Q T N TED PIPE SYSTEM RESULTING FROM THIS WORK. ~ ~ ~ . SECTION ~E_F~ W14155 USF GRATE wtGRAVEL GRT 38.61 INV 33.50 NW SECTION 'A-A' • THE CONTRACTOR SHALL REPAIR I REPLACE ANY EXISTING ~ ~ ~ INV 29.90 5W, NE, SE , , IMPROVEMENTS INCLUDING BUT NOT LIMITED TO SODDING, ~ry I ~ ~ ~ LANDSCAPING, AND HARDSCAPE ADJACENT TO THE PROJECT V ~ ~ ` MATCH t; LIMITS DAMAGED OR REMOVED AS A PART OF TH15 WORK. ~ ~ ~ PE'P INLET I CONNECT TO GRT 39.20 C~ * THE CONTRACTOR SHALL INSTALL ANp MAINTAIN ANY AND ~ ~ Q INV 29.72 SW, SE .'EXIST. GURB ~ ~ ALL EROSION CONTROL MEASURES pEPICTED ON THESE PLANS ~ r , M 6' SGREEN WALL C N T. TYPE' ' MH , , 5 46 r FOR THE DURATION OF THE PROJECT IN ACCORDANCE WITH THE EROSION CONTROL PLAN AND PROJECT SPECIFICATIONS. ' 47 ~ °'~,.m, ' OVER EXIST. STORM PIPE ~ 489D ~ GRT 39.00 46.86 sus INV 29.40 NW SW NE ~r' , 48.36 ~ , s l 47 7 ' N N 46:77 I " 0 CONST. TYPE'J' MH ~ ~ ' 45.84 ~ ~ GRT 45.5D LJ Z W / '45.14 ti, : W / ~ 45.24 A" .Q ~ INV 37.4E W, NE 6 0 t 44 - , 1~+Itk .74 ~ ~ ~ t U U U ~ : 0 x5:49 N F N } - ~ ; l r 44.9 ~ Z W W ~ 45.09 s: 47.28 q ' 44.59 42.81 l o ~ o "F,t'k 808 . 44.78 42.31 t t ' 3~ ~ ~ 42.4D - ~ 41.90 -'~"~'-n~~~-~ ALUM. HADRAILS IN ~ ~ ~ ~ ^ ACCORDANCE WIFLORIDA ,;I. 47..40 ` o' n.^.,, s.. "~,,~~-~y-,~,.~"~-„~ BUILDINGIACCESSIBILITY 42.68 ' J 6.90 42 , CONSTRUCTION TO BE MATCH GRADE & 44.89 ~ 42.18 'RUCTION TO BE ~."'~~,.'~..y1-,,,~~~~-i„~~, CODES ~a c~ c,~ ~ IRMED IN ACCORDANCE ~ ~ .a ' ~ 5 < ~ N ~ ~ ~ CONNECT TO ~ SEE DUMPSTER 42.25 PERFORMED IN ACCORD, ~ ~ EXIST. C11R~'"~ 46.86 44.39 HOPPER D~~`;hIL 42.4 41. .''40.13 4 WITH FOOT INDEX X603 DOT INDEX X603 ~ . ~ ~ r ~y ~ v~ ~ 41.93 39.63 _ "TWO-LANE, TWO-WAY - # ti, ~ > 48.36 dd.4 , 4 3.49,.' 39.0 4> , -ANE,TNVO~WAY-RURAL ~ . a ~ q'~~ 1TIDNS dNE DAYLIGHT h OPERATIONS ONE DAYLII ' ' 39.98 PERIOD OR LESS" - D OR LESS" ~ ~ ~ ` ' ~ ~ ~ ~ ' ~ ~ ~ ~ u~ ~ ~n C1 3.28 2 39.48 MATCH GRADE IA STS C.O. r, Z } CONNECT TO EXIST , 45.60 ~ o' ,28 ~,8b R ~ >•~~~~f~~~ 1:12S1,OPE ~ ~i SIOEWAU~. / ~ ~ 45.10 • . „ 39.31 ~ 40 a ~ zz ~ .18 • 43.93.' G 38,81 ~ 6.92 10~4A,` ~ 41.07 srs ; sr~ Y~ ~ 4343' ti~ 40.57 r~'~ 39.26 SRC ATCH GRADE 8 g'~~ RCA ~4 38.76 p~D. GONNECTTO EXIST. 4r X0,3 3 ..s. , , 3~ ~ w0O SIDEWALK ~~b 41.43 °/a ~ STS C.O. , 40,93 r ' , } ~'~~4 ~ ~ d~Wp J ; ~ 39.41 ; ~ ~ , r ~ TENANT'A' Cc~ 41.58 3 38,91 r FFE = 47.25 ` 41.08 p ~t,c 39,41 U NOTE: ~ ~ a; Q ~ d ~ T ~C `S~ 38.91 ROOF DRAIN (SEE ARGH y ~ Yq~ R04F DRAiN (SEE i4FCCH, ' s ~ RAMP SLOPES AND 'r'~~s% ~ ~ ~ ~ ~ 3 w CONSTRUCTION TO MEET THE ~ ~ ~ v, PLAN FOR CONNECTION) (TYP.) A ~ PLAN FOR CONN TION) (TYP " FLORIDA BUILDINGIACGESIBILITY ~ CODE. LATEST EDITION. ~ " ~ ~ U m w ~ ~ O 39.82 , 39.75 39,32 23 LF ~ STS ~")'VC ~ 10%. LD ~ m $ ui h_6 ~ ~ ' 24 LF 512" ' ' 39.25 ~ , o cr i 39.50 ..T~NAN~ B' IuIATCH LINE ~ ~ ~ C PVG 1.0 /a 4~: FFE ~~9,50" 39.76 / AND GRADE 5TS C.A. 39.98 0.00 . TdEXISr. RAMP' DETAIL SIDEWALK . z~, °~~39.48 i, • N i~ ~ f , . 06~F"DRAIN (SEE AR,C11 6 Y ~i NN T{ N){TYP.) 7 PLAN FOR CO EC 0 jw„• ; r` 4tl DD r,, e ~ ,,yob 39.32 f ~~~~°y X73 LF STS 8",PVC. ',4. ~ h ~ ~q ' SEE ~ RAMP . ; 4 4 .47.0 ~ 39 •8 ' ~ ~ ` DETAIL THIS a U (Z~ ~ ~ ~ 8. ~ ' TENANT'S' SHEET w. ~ 84 wN FFE =46.84 Ary ~ - BU~LQII~~'4 ti h G .14' GONG. ~ , ~ ;p ONST r:•' t EXIST. SIDEWALK EXIST. PARKING SB TUSKAWILLA RD. ~ J Q ~ SIDEWALK v , 39.8 RdOF ORA~1 {SE[: ~ r " ~ STS C.O. ARCH PLAN,FOR , ~ ~ ui ~ r 4 ~ 20 LF STS 8" GONNE=C~II~N) TENANT'A' r 14 „ v 8.8,, 6.80 , P. ` 41.21 {TY) " . PVC ~ 1.0% FFE = 40,#1(1 BLDG.3 PROPOSED ; " ~ ~ b 40T1 3~9 . , ~ ~ ' ~ ROOF DRAIN (SEE ARCH _ " , SIDEWALK ~r/"~ ~ ~ ~ MATCH GRADE 14 < PLAN FOR GONNECTION) (TYP j 40 40 ST G:O. ~ s . VARtE3 D.13 3.82 ~ ~ ,d ~ Q • CONNECT TO ~ 40.40 1 30 LF ~ St$ ' .:48.8 ' , ...~,,.r 8.80 EXIST. CURB ~ ~ s,. C , FFE 4p.7 D•~ ~ 2"~ ~w ~W STS C.O. 46.D0, ~i ' ($.1 ~q 44 LF -STS 0.11 4 ~ •,,q~° TENANT C QI ..,Y FFE = 46.50 , PVG ~ 1.0% Q 40J5,,' 0~ , , ~ ~ ~ : h _ ~ . ZA 0=81 5` : < ' ' ~ ~ ` °'I° ' 0.31 ~ 2" Ni'LGPLAST~s°' '~)i 0.~ w O='~ ~ YARD pRAIN.WI ~ 46.5 6' NYOPLAST DRAIN y ~ MATCH LINE & Wt HIEELPROOF GRATE;` 2.4 t ' HEEL?~RflO1~ : ~ ' SECTION B-B (j~ _ ~ ~ ` GRADE OF EXISTING s 41.05 ' ~~Rl~7E ~ ~ ~ ASPHALT ( 40. 40.8 ~ QT ~ W ~ rn v Ir s, I ,,,t` 42.2 ~15 LF TS I _ w? i . fl 2.04 a.43 ~ / M EXIST. 5DWK EXIST. PARKING SB TUSKAWILLA RD. ~ ~ ~ 41.70 41.05 1TPV~~~iGO°~ " 40.0 ,i 5.50 -..r-+~- 41.78 40.55 t', ~S ~ ~ 1.88 41.28 40.9 STS G.D. ' " ; , m a.75 ` a \ ~ s s. e , 40.78-"'" +*'41.26 45. \ 59' 93 lF ~ ST5 8 , , s , ~ 40.75 1. . G PVC ~ 0 0 ~ BLDG.4 ROPOSED TENANT'A' SIDEWALK 45(1 "'~0 , ' ~ s, ' ---12' NYLOPLAS~`YAFkQ D)tAlty ~ 4~. q . WI HEEL PRtJtiF Gf~ATIr ~ ; v ~ ) wQ~ ~ r VARI>:S 39'58 0 JO 39.D6 FFE 40A 0.5 p~ 38.88 ,p: ' 41:171 , r ` ROflF DRAI (S~Ir ARCH , R MNEGTIflN ' r PLAN FO ~Cfl ~ < E _ ~ ? : "417 f , , ; ~ ~ 43.28~°~';' 4.28: t „ i ~ ' ~ATC~H LINE ' ~ ~ y(, AND GRADE , ~ 42, ~U'ILG~I~~ ~ , 88 SECTION 'C-C' ~ ' ' 42. , , 70 EXIST. _ , MATGH QRADE ~8 ~ SIDEWALK I£FE -40.75 GONNECT' "~IO , (TYP.) . , . _ EXIST-ClSRIB ~ r ~ ~ ' SFr ~8 NYIapLA$TDRA(N f'' f,: EXIST, SIDEWALK EXIST. PARKING S8 TUSKAWILLA RD. CA S F , ,4~6~A L r a , ~ , . , d2' t<. ~ { ! ` t . ' I ~ tt ~ Rt7OF DRAIN,. EE`ARCH BLDG. 4 TENANT B PROPOSED RLAN FOR CCINNECTION) (TYP.) o' : ~ r ' 51DEWALK C ~ L .7 8 t~YOPLAST DRAIN Wt F)EELPROOF GRATE , ~ 0 ? 42.324. s,~ vARIES FFE39.5D Q•5'29c n.11 38.41 V,/ a < . ~ ° j; ~ Q MATGH LINE , 7 , AND GRADE 5. , „M..,. ;CONNECT TO ~ \ TO EXIST. u :EXIST. INLET ~s` SIDEWALK ;STRUCTURE AT } ' , 87 LF ~ FORAYED , r r SECTION 'D-D' f'' INV, 35,27 NE MATCH GRADE $ 8 CONNECT PIPE VEL A (CONSTRUCTION TO TQ„EXIST. ~ 4D.75 BE PERFORMED 'GURB ~ F HANQRAIL DURING THE ' CLOSED H(XJR,~'bF w rHANQRAIL 4 ' OPERATION q~' ,X, ' GONC. ! U ~ ~ ~ HANDRAIL ~ Z z ~ r: ~ z NEARBY STARES) n SIDEWALK i / CONC. jM~O 4 CIONC. Q 4''' U , s~:, SIIDEWALK s, SIIDEWALK Z m ~ ~ z ~ BLDG. FF TYPE'A"CURB FLUSH CURB ~ ~ ID ~ ~ ~ CONC. W m ~ ~ 2 2.i09~ SIDEWALK ~ C! ~ ~ ~ ~r ~ z ~ 0 "'t. ~ , u1 2 r " y r 2A% LOG. FF tr 8 W r:.5{'r 0 ~q N O ~ t~. F y, _ STANDA# STANbARb ~ /n\ ~ _ ASPHALT ASPHALT L H.D. ASPHALT / U !U a a PAVEMEP PAVEMENT L w STANDARD 1" = 20' ASPHALT r , PAVEMENT W SECTION'E-F 40 w r`?~ LL " 0 20 0 6"x4" REDUCER 4" x 2" 2" x 314" REDUCER B.O.V. a z = ~ = p r~ 4"x2" TEE REDUCER tTYP.) UTILITY SEPARATItJN MUTE: ~ ~ J~ LOCATION OF PUBUG WATER SYSTEM MAINS PER F,A.G. 62-555.314 ~ ~ ~ 2"x2"TEE 7' x REDUCER {1"!P.) ~ ~ OTHER PIPE HORIZONTAL VERTICAL (1 j JOINT SPACING ~ ~ w 2" x Std" REDUCER > MATERIAL SEPARATION AT CROSSINGS AT CROSSINGS CL Cf U (TYP.j STORM SEWER, 3 FT MINIMUM 12 IN. MIN FOR MINIMUM 3 FT FROM lii ~ DOMESTIC-"-"-. STORMWATER FORCE BETWEEN RECLAIMED WATER CENTER OF ~ p; ry C WATER METER , , ~~~r' ~ , (TYP.) MAIN, RECLAIMED OUTSIDE OF PIPES 6IN. MIN. FOR CROSSING TO NEXT ~ 4' of N WATER (2) STORM, BUT 12 IN. JOINT ON THE WM, W , , ar, PREFERRED BOTH DIRECTIONS ~ ~ i" REDUCED PRESSURE BACKFLOW PREVENTER MINIMUM 3 FT FROM I' ~ VACUUM SANITARY CENTER OF ~ ~ v J ~ . , , „ SEWER 3 FT MINIMUM, 6 IN. MINIMUM, CROSSING TO NEXT " 10 FT PREFERRED 12 IN. PREFERRED JOINT ON THE WM, ~ ~ ~ j BOTH DIRECTIONS e( ~ CONTINUEg~"PVC 74 d GRAVITY OR 12 IN. MINIMUM FOR MINIMUM B FT FROM DOMESTIG WATER SERVICE PRESSURE SANITARY ALL, EXCEPT CENTER OF i TG TENANT SEWER, SANITARY 6 FT MINIMUM, GRAVITY SEWER, CROSSING TO NEXT SEWER FORCE MAIN, 1D PREFERRED WHICH IS 6IN. MIN„ (TYP.J RECLAIMED WATER (4) 8UT 12 IN. IS JOINT ON THE WM, j DOMESTIC WATER SERVICE s; , PREFERRED BOTH DIRECTIONS U) " SCHEMATIC NTS ONSITE SEWAGE W ~ I TREATMENT & 10 FT MINIMUM ~ ~ ~ i ~ . DISPOSAL SYSTEM a d i i V fn ,S` (1) WATER MAIN SHOULD CROSS ABOVE OTHER PIPE. WHEN WATER MAIN MUST BE ~ W BELOW OTHER PIPE, THE MINIMUM SEPARATION IS 12 INCHES ~ ~ ~ ~ , ,~h (2) RECLAIMED WATER REGULATED UNDER PART III OFCHAPTER B2-610, F.A.C. ~ ~ (3) 3 FT FOR GRAVITY SANITARY SEWER WHERE THE BOTTOM OF THE WATER MAIN IS U J LAID AT LEAST 6 INCHES ABOVE THE TOP OF THE GRAVITY SANITARY SEWER rY (4) RECLAIMED WATER NOT REGULATED UNDER PART III BZ-610, F.A.C. UJ CL 6 5 8" BEND 45° " BEND d ° , fix. _ 1I2" H.B. ON ~ ~~"BEND 45° 4^x4"P05T ,~5 10"IRON GRATE ~ S" x ~"TE , . / ~ 10"IRON GRATE RIM ELEV 36.85 M.B. ON . cV ~ RIM d3.7D INV 35.43 ~ 4" x d"POST ~ ~ INV 35.77 : ~ a . ~ ` 6" x ~'4" DDLE TAP _ , r , ~ ~ .._u. f ..x4" RED. ki 1 D , • • r~ ?z r~? ~ o g P ~ ` EMOVE EXIST. s^xd" REDUc 7~ w~a Q J ~ 8.0. VALVE „ a~0 ~ a~ „ ~ 4' 1"METER ~ w z~~~i ~ 6" DDCVA F,H. ~ " a 1 ~ RPZ ~ ~ F~dO 4~WH TENANT'A' W1FDG lfi G < ~r ~ 1f ~ 8 . ~ ~g~~ SAN-2 ~ ~ 5" BEND 9D° ' R " " 'Y '9,t stir` TYPE P MH ~ ~a~LL ~ P.O.S. 5, v~ B>A -S ~ `~'~i~ ~ " ' OUTSIDE DROP MH J~ 7 ~ - 1 SADDLE TAP U~~N RIM 44.44 C k ` f "BEND 94 12 g 7~ " INV 35.29 SE EXIST. SAN STU 8 x6 WET TAP I;I INV. 34.DD 6" GV 35.39 SW , W N m ~ Ijj ~S TENANT'S' ~ ~~a SEE SCHEMATIC ~ ~ ° ~ DETAILTHISSHEET b~° S 8~F 13 ~ R ~ t 4a ~ r 6"~"TEE , „ ~ B w . P~ AI,C 8x6 RED. 37 Lp r, SAN-1 SAN B VC ° ~ ~ TYPE'P" MH ~ ~ 2A,y 4 BUILDING ~ANC.O. RIM 39.sD ~ INV 36.33 INV 34.95 SW ~ ` w 35.45 NE,NUV . ` TENANT'S' ~ EXIST SAN 8" PVC ~ © 6 ~ ~ ~ LDING 4 , 5 f8 LF ~ SAN 6" ~ ~ ~ ° PROPOSED 8"x6"TEE ~ 0.4°,6 ' ^ ~ ~ GREASE TRAP 6 GV LOCATION TENANT'A' ~ 5AN C,O, ~y ~ _ ~ o INV 34.98 r 8"x8' TEE , P.O.S. 6" DDGVA Wl F.Q.C. k3 ' , ~ 4 ~ W 4 "x4"TEE ' 1"METER ~ TENANT'C' ` 4" GV 2" RP2 - 3 Zy"~ 9+p ~ VERTICAL SERARATION SCHEDULE ~ Q ? C1 ?r C W o SEP. TOP BOTTOM BOTTOM TOP VERT. ~ ~ LL ~ W ti P 5 u NUMBER PEE ELEV, PIPE ELEV. SEP. ~/~y 4' : 4"x4" TEE 1 WM 8" PVC 37.08 SAN 6" PVC 35.17 1.91' V J G ~ ~ ~ ~y' 1 f 6" BEND 94" ~'A P.O.S. ~.I 2 SNA 6"PVC 34.77 STS 8" PVC 31.50 3.27' ~ { j ~ ~ v~` G 8"[adCVAWIF.D.C. 3 (7.t+ 3 SAN 8"PVC 34.74 STS 10"PVC 31.34 3.4D' r ~ " ~ ~ ~ p „ 1"METER 4 WM B" PVC 37.D3 STS 10" PVC 31.4 .6D' q~ 2" RPZ r. h 5 WM 8" PVC 36.D0 SAN 6' PVC 35.45 0.55' "?J, 2D LF' SAN B" PVG , ` ' 1 ° s ` ~ 1Ak 8 SAN 6" PVC 34,99 STS 5" PVC 31.41 3.58' C"""~ 6 PVC 35,17 WM 6" PVC 34.17 1. 0' ~ 8 SAN 6" PVC 35.22 STS 10" PVC 30.72 4.50' ~ ~ 5AN G.O. INV 3d.79 t 9 WM 6" PVC 35.37 STS 10" PVC 30.62 4.55' " 10 SAN 6" PVC 35.39 5TS 36" RCP ;32.62 2.57' ~ J ~ 1 REMOVE CAP ~ . 11 WM 6" PVC 35.30 STS 36" PVC 32.94 2.36' W ~ ` ~ CONNECT 70 EXISTING ~ ~ ~ 5ANITARY STUB rZ 4q, a ~RJV.34.32 BUILDING 3 12 STS 12" PVC 37.23 SAN 8' PVC 36.23 1.00' Z t ` 13 SAN 8"PVC 35.18 STS 36" PVC 33.33 1.65' ~ ~dl, . RETAINING L WALL v", ~ ~Q 0,~ CONTRACTOR TG COORDINATE ~ ~ W WITH WINTER SPRINGS UTILITIES ti . ; { " ~ TO TEMPORARILY CLOSE C 8"BEND EXISTING WATERMAIN SEGMENT ~ ` , ~ ti` 90' TO REMOVE EXISTING 8 GVAND ~ ~ ; INSTALL NEW WATERMAIN / 8y,o-, ``~y, ~ _ ` ' CONNECTION ' C EXIST': ~ GV TO 8"BEND 'a;" ~0+~ ILILJI ~ti; ' ,,REMAIN ' 90" • ~ V ~ ~ '`r : i; 1~`*~ m a q~ ,`s.. ~N:~, o t a ~ r i a ~ ~M. r U ~ ~ ° ?~~oa ¢ " ~ ~ , ; J i ~ . • , w f1 .i ~ j / ~ f Zm~'~~~ w 0°~~'~ d . ~ ~ I y ' ~ " y `M"" r ~ ~ , V! . ~ d z pZ+~ ~ v W ° ~ r: t 't i. .r . , v., ? t _ ~ ~ 1. f r l'~, f f fr J 1" 20' a { rp ~ p e Y O 0 20 40 = yf t ! 00 U- 07 0 I~Iw ¦ I ~ IIIIYQi~~I\ II 111 I~ ~ MA I 1 ~ ~ { 111 YI :f: r •'~r r.. r'• r~ ' Y r' r~!~. ii'~ii 'i."•• i i~ :iii: ~,L ,i, ~ r i~:. .~.r ~..r .,i l.~~ .i !.rrr ..4 :4~4 , 4.., 't , I~f.r ' li ~ ~ ~ ' r 1: ii r ~ i i ~ , :•:.ti i ' • r • '"L '':L ~ r r. . . ~ ; • ; r r ,'rr7 ~ r ~!i • ' r:~.." : r.~ . r'r:~i~:[ii:~~.:~::'::'r. yy ;f.'~. iii '}iri :i~: i yy ~ ..r ~ r i.4 ~'i' S'. ~ ~ iii i.. ~.s r'•.. ! 1.~.~~i !,i 1~~ i „ %::~j :.4!. i ~ •Lli• ~ I,. ~ 1 . ~:i~ ~ r ~ . . r is • ! , ~ r \ I • ~ .::~r' 'N ',::r, • ` I~dNOIl10W IS NO llMl3a r ~.4.~ 5 r~;::: r' ' rvr' M~iJ 3~Md211N3 i" Y5'+: ~tititi i. +i 'i iti'~ ,r N Il t~~ ,:rr,...,:;:.r..... 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U . tL ~'t x ~ h i# ~ ~ f j,: 1; w W~ ¢ v i f ~ r r, v .w , ~ ~ f . ~ b 0 ~ b f ~ , r , ~o~, ; ' o~ gyp? 1 , ~ , , w , 4 O / ' I ''~1 7 ~ 0 ~ ` ' W©RK AREA 'V w r, ! j Ur ?x r ~ U 0. ''iC7 ° f0 Q s ~ ~ ~ ~ ~ y ~ , . TRAFFIC TRAFFIC CaNTROL NCITES: ~ ~ U ~ ~ *Q ~ ~ 1.INSTALLI T r~40 1. INSTALL CONSTRUCTION SIGNING PRIOR TO COMMENCEMENT qF ~ ~ w F '1~ [y,~ CCNSTRf ACCaR6~ CONSTRUCTION AND MAINTAIN SIGNING DURING CONSTRUCTION IN ~ ~ ~ ~t DEVICES ACCORDANCE WITH THE 2000 MANUAL ON UNIFORM TRAFFIC CONTROL. ~ ~ ~ DEVICES AND FDOT STANDARD INDEXl;S, 600 SERIES. ~ F ~ 3 w r r~+arrca~ ! ~ 2. ACCESS' 2. ACCESS SHALL BE CONTINUOUSLY MAINTAINED FOR ALL PROPERTY ,r?; ~ ~ ~ ~ ~ aWNERS . 3. LIGHTEE) OWNERS SURROUNDING THE WORK 517E AREA. v D ~ ° LIGHTED WARNING DEVICES ARE T(} BE OPERATIONAL PRIOR TO DUSK U ur1 w p EACH NIi S 4~ ~ .J EACH NIGHT DURING CONSTRUCTION. W ~ m o ~j 4. ALL SIGN r ~ 4. ALL SIGNING, PAVEMENT MARKINGS, BARRICADES AND WARNING LIGHTS ~ ~ ~ ~ Q NECESSARYFOR THE MAINTENANCE C}F TRAFFIC SHALL BE IN ACCORDANCE p ' t ~ BUILdING 16 ~ NECESSE ~a~,~`'~ ,Qp ~ WITHTME WITH THE 2000 MANUAI.ON UNIFORM TRAFFIC CONTROL DEVICES AND FDOT renaNra• ~ , STANDAF STANDARD INDEXES, 600 SERIES. 5. CONTRACTOR IS TO PROVIDE TRAFFIC CONTROL MEASURES NECESSARY TO ' B ILdIN d GQNTRAi ~ U ~ jay, PRQTEGl ~ ' '~J PROTECT AND FACILITATE TRAFFIC MOVEMENT DURING CONSTRUCTION. i+IRa . 1ENANrA' f s ~ ! ,v,a : \ V ~ ~ r` LlJ r. ~ ~ ~ , fi rENAhlr'C ~ ~ ~ ~ f ~ - ~ ~ . , b . ~ SIGN WITH 18 X 18 (MIN.} ~ ~ Q ~J 1 ORANGE FLAG AND TYPE B LIGHT ~ ~ ~ ~ 1, \ , ~ i can o ~ W ~ ~ ~ w TYPE ~ OR TYPE BARRICADE OR~~' C] I' ~ ~ ~ , ~ ~ ~ VERTICAL PANEL OR DRUM (WITH ~ ~ ~ STEADY BURNING LIGHT AT NIGHT 4.L W ~ ~ ~ ONLY}. CONES OR TUBULAR MARKERS (L, ~ LL W MAY BE USED DURING DAYLIGHT ~ C~[ ~ ~ BUILdING 3 ONLY, ~ Q ~ ~ ~ ~ 'W WORK ZONE SIGN A 0 NARK TO CONNECT RM , ~ , . ~ 'uk, r EXISTING INLET SHALL . PERK _ 1 ~RMEQ,.AT NIGHT A~ ER > > Bf~~~NESSH~RS FOR THE l~ ~ , f\~ SHO~RlN CENTER S h ~9 V t Iz ' f/r . 'S'~ Y , fi +.~~y : - z'1 ,~t a iYY F S./ qa o ~ L Y/ ~ k ~ ti a 4 x , ,.t ~ W f C7 U ,t r° : 3'i W ~ ? S ~ S ~ , ~ r ,t~~~, qk " ~ © CZ,i r` rn 57 V QQvU ~ }CS~Z d' i L. E t! W m0~~ _ ~ Z~~:~O~ d ~Z~ u. t ~ Z y~~ Q d? 1,y 7 -r W d~..~ . ,s'n~ ..o ~ ~ "„_W, LL MOW a o U 30 30 BO W V U) W T "t_ 0 ~ li ~ _ s" ~ z o v ~"R o ~ ~ B , ' PAVEMENT ~ W ? SLOPE BREAK LI FROM SIDEWALK ~ , ~ STRUCTURAL COURSE ~ ~ ~ ~ (1 112 " TO 2") 1 1!2 "R 12" ~ ~ ~ W BASE (8" TO 8") ~ _ SLOPE BREAK LI a ~ ' " ' a SEE DETAIL THIS SHEET x-()_25 Oa. ~ U IF ADJACENT TO FOR HANDICAP NOTES: LNG 1. ALL LETTERS SHALL BE BLACK AND 1" IN NEIGH K AND 1" IN HEIGHT. ~ SIDEWALK ~ ~ . d. AGGESSIBLE PARK 2, TOP PORTION OF SIGN SHALL HAVE REFLECTOI q ti N ~ , SIGNAGE ENGINEERING GRADE BLUE BACKGROUND Wi ,HAVE REFLECTQRIZED 1 ~ 4~}, REQUIREMENTS ( } -0 REFLECTORIZED LEGEND AND BORDER. BACKGROUND WITH WHITE " + . ' . " COMPACTED ~ ~ a ~ ~ D BORDER. SUB(3RADE W ~ ~ I d ` .fie ~ add ~ a ~ ~ 3. BOTTOM PORTION OF SIGN SHALL HAVE A OPA HALL HAVE A OPAQUE LEGEND & " ~ BORDER. BACKGROUND WITH BLACK OPAQUE , 4 H BLACK OPAQUE LEGEND & ' • ~ + ' • • • f1 ~ e . e n ~ e e CURB ES ~ PARKING 8Y BORDER. e NOTE: FINISHED GRAD a a ~ ~ OF PAVEMENT IN HC 8"WHITE 1!2" DISABLED 4. FINE NOTIF~A710N SIGN SHALL HAVE A RELEC ~LL HAVE A RELEGTORIZED 12" B" i~~n ~ ~ .a . , e ' ENGINEERING GRADE) WHITE BACKGROUND V PAVEMENT PARKING AND DIAGONAL PERMIT ( ?BACKGROUND WITH BLACK STRIPING ~ 24" ONLY 5.ONE (1} SIGN REQUIRED FOR EACH PARKING SI ~ ,e + ACGES5181LITYAISLE EACH PARKING SPACE. TYPE'D' CURB W F iN SHAH BE IN ACCORDANCE SHALL NOT IXGEED 1:G'7 1g' O.C. ~ 6. INSTALLATION HEIGHT OF SIGN SHAH BE IN A{ A SLOPE IN ANY GIVEN r WITH SECTION 24-23 OF THE MANUAL ON UNIF{ UANUAL ON UNIFORM TRAFFIC 3"R. ~ E, 2"R. 6' S' DIRECTION. REFER TO SITE PLAN CONTROL DEVICES (MUTCD). TOM OF ALL SIGNS SHALL BE q ~ ' , FOR EXACT LAYOUT $25D.D0 FINE 7, THE CLEARANCE TO THE BOTTOM OF ALL SIGN z ~ •314"R. ~ REQUIREMENTS OF CITY ORD. XX 7'-D" (MIN}. is , m 2' CURB TRAM FACE OF SIDEWALK! HANDICAP PARKING CURB 12" 5" 12" SPADES 5' DROP GU 5'-10" PAVEMENT }..-14, tly I 2"TYP. WHITE 4"TYP. r ~ W FLA. D.O.T. APPROVED W F TYPE'F'GURB U! J ' I NAGS ~ HANDICAP PARKING S G ~E ~ w SECTION SECTION ~ ~ . ~ A S NTS CURB DETAILS NTS NOTES: W HANDICAP RAM P D ETAI L 1. ALL STRUCTURES THAT ARE REQUIRED TO BE AGGE551BLE PER FLORIDA ACCESSIBILITY COOS FOR BUILDING CONSTRUCTION,1997 EDITION MUST SHOW THE TYPE S-1 OR S-3 ASPHALTIC CONCRETE F- NTS ACCESSIBLE ROUTE FROM THE ACCESSIBLE PARKING SPACES TO THE ENTRANCE TO THE STRUCTURE. (STRUCTURAL COURSE) BEGIN r ~ 2. IN ACCORDANCE iMTH THE FLORIDA AGGE55161LITY CODE FOR BUILDING SLOPE CONSTRUCTION, 4.1.3 SECTION (1 J DATED JANUARY 1996: "AT LEAST ONE AGGESSIBLE SEE NOTE 1 ONGRETE CURB NOTES: ROUTE COMPLYING WITH SECTION 4.3 SHALL CONNECT ACCESSIBLE BUILDING OR Z IDEWALK FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES AND ELEMENTS WITHIN THE S 1. THE SURFACE OF RAMP AND SIDES BUILDING OR FAGILiT1". PROVIDE DOORS AND RAMPS WITH SLOPE INFORMATION ZN SHALL HAVE A TRANSVERSE INCWDING SPOT ELEVATIONS, VERIFYING THAT ACCESSIBILITY HAS BEEN PROVIDED. LIMEROCK (BASE) TO MIN. 98°h COMPACTION ~ w . BR{X)MED SURFACE • ~ 2'. THE RAMP SHAD. BE GRO(riIED IN A PER T•180 AND MIN. LBR OF 1pd 3, THE LOCATION OF HANDICAPPED PARKING STALLS, LOADING 20NES, SIDEWALKS, o TRANSVERSE PATTERN WITH 114" AND EXIT RAMPS ON THE 51TE SHALL MEET CHAPTER 316.1955 OF THE FLORIDA ~~a~ STABILIZED (SUBGRADE) (LBR~{6) a ~ ~ e ti ] GROOVES APPROXIMATELY 1.112" STATUTES AND SECTION 4.1.3 OF THE FLORIDA ACCES51BlLiTY CODE, CURB RAMPS - ~ O.C. SEE SECTION A-A a. SHALL NOT EXCEED 12:1 AND 50:1 FOR PARKING SPADE AND AISLE. THE HANDICAPPED ' • A 3. THE BOTTOM OF THE RAMP SHALL PARKING STALLS SHALL BE MARKED W17H AND BLUE PAINT ACCORDING TO THE ,A , NOTE: ~ Q ~ HAVE A 1!2 " LIP OF 45°. FLORIDA ACCESSIBILITY CODE SECTION 4.6.1. 4" TYP. SUBGRADE SHALL EXTEND 12" BEYOND EDGE 4 ~ r ~ ~ OF PAVEMENT DR BACK OF CURB. ~ ~ ~ CONCRETE WHEELCHAIR EE NOTE 2 FROM A MAXIMUM OF UP TO 10"h AT 4. EACH SUCH PARKING SPACE SHALL BE CONSPICUOUSLY OUTLINED IN BLUE PAINT, ~~3w RAMP MAX SLOPE AT 1;12 AND SHALL BE POSTED AND MAINTAINED WITH A PERMANENT, ABOVE GRADE SIGN w~w~ I PAVEMENT SECTION o o z Z z 51DEWALK SLOPE ADJACENT TO 70P BEARING THE INTERNATIONAL SYMBOL ACCESSIBILITY, OR THE GAPTION'PARKING GIXJCRETE CURB BY DISABLED PERMIT ONLY." OR BEARING BOTH SUCH SYMBOL AND CAPTION. SUCH REGULAR HEAVY DUTY U m ~ a 5. CONSTRUCT PER AA.A. STANDARDS. SIGNS SHALL NOT BE OBSCURED BY AVEHIGLE PARKED IN THE SPACE ALL W fl w STRUCTURAL 1 1l2" 2" ~ ~ ~ ~ ~ HANDICAPPED PARKING SPACES MUST BE SIGNED AND MARKED iN ACCORDANCE WITH THE STANDARDS ADOPTED BY THE FLORIDA DEPARTMENT OF TRANSPORTATION. 5,~" COURSE ? 4 TOP OF RAMP BASE 6" 8" MIN. 5. FLORIDA DEPARTMENT OF TRANSPORTATION (FOOT} RECOMMENDS MEASURING OF RAMP WHEN LQGATED iN THE PARKING SPACE WIDTh FROM CENTER TO CENTER BETWEEN BLUE AND WHITE NOTE. ROUNDED CENTER OF CURB RETURN STRIPES. r THIS SYMBOL TO BE WHITE D.O.T. SUB4RADE 12" 12" W .L TRAFFIC PAINT. 4" f ?~MAx g.33~MAx. HANDICAP SIGN AND PARKING ~ ~ ~O ~ SPACE STANDARDS SECTION A-A NT5 HANDICAP PARKING SYMBOL. a1 C?N-SITE PAVEMENT SECTIC}N ~ ~ S p ~ NTS ~ ~ LL ~ NT5 SIDEWALK RAMP DETAIL NTS ~ ~ ~ C) ~ a ~ NOTE: GUTTER SLOPE TO MATCH ~ ADJACENT PAVEMENT, ~ ~ TRAVERSE AND LONGITUDINAL. ~Q°~'~~~ rrn~ ~ O O ~•J W ~ w U U FUTURE CURB $ GUTTER ~ LL 112" MIN. RADIUS CONSTRUCTION ~ - ° z ~t " 1 ° MAX. RADIUS A ~ 2D' R OR AS SHOWN ON PLANS i 1'-10" 6" 11"MIN. P.G. CONCRETE ~ EXP. JOINT 1'-2" LL W ~ ~ ~ 17"MAX. CONTRACTOR TO PROVIDE PROP. GRADE CONCRETE PAVEMENT ~ ~ W ~ W a , PRIME COAT AND TACK ~ _ C ~ ~ ~ ~ ra COAT TO FACE OF CURB A B e e WHERE CURB CONTACTS ~ e ASPHALT VALLEY GUTTER CURB AND GUTTER . ~ , ~ c~ 12" ~ . ~ d ~ PLAN i6"MIN. 1'•1©" 1'-2" 24" MqX.. ALL 51GN$ SHALL COM 51GN$ SHALL COMPLY WITH U.S. DEPAIRTMENTOF 4112" MIN. RADIUS r,,/ /~~//~>',/~/'f~1j f + M + Q- 7~ STD. TRANSPORTATION, FEI DEPAIRTMENT OF VSPOR7ATION, FEDERAL `.1"MAX. RADIUS ~ \ ~ , , , , , . , r~fi ~/i ~r'i~/r. lr. /r, /r, r, /r, r. so 6"MIN." HIGHWAY ADMINISTRA IWAY ADMINISTRATIOM3 ASP ALTIC CONCRETE PAVING MANUAL OF UNIFOR6 DUAL OF UNIFORM TRAFFIC 12" COMPACTED BASE CONCRETE PAVING SHALL TROL DEVICES", LOCAL (98°k MAX. DENSITY-ASTM D-1~i7) BE A0~ PSI CONCRETE SEE PAVING DETAILS FC#~ 3+.~, 6° 1'-10" 1'-2" CONTROL DEVICES", LI PAVEMENT SECTIONS, SUBBASE, CODES AND AS 5PECII ES AND AS 5PECIFIED. W! 3 #12 ~ 12" O,C. E.W. SUBGRADE AND COMPACTION ~ " MOUNT MOUNT SIGNS TO POS IN7 SIGNS TO POST IN OR EQUIVALENT otS REQUIREMENTS SECTION AA ~ SIGN ACCORDANCE WITH ~ ' 7~" HERE MANUFACTURER'S ORDANCE WITH C7 Z IUFACTURER'S Z 4 C[ INSTRUCTIONS. r r °D 6" MIN. 'RUCTIONS. ~r F TYPE A cURB a W 8" ~ Q. f1) ~ 3'-6" "U"-CHANNEL o H,D. CQNC. PAVEMENT POST (2 LBS.IFT.} ~ SECTION CC NT5 SIDEWALK i WHEN SIGN 1S IN Q- +Q- PAVED AREAS, USE 4"PIPE BOLLARD NOTES: ~ + + FILLED Wl a 1. WORDS AND ARROWS FOI CURB CUT r ~ ~r ~ 7T STD. CONCRETE AND SHALL BE APPLIIED ACCORDI AND r~1RROWS FOR DRIVEWAYS APPLIIED ACCORDING TO RAMP m 6' MIN. PAINTED TRAFFIC in REQUIREMENTS AS OUTLINE IENT~ AS OUTLINED IN SECTION ~ L~+ YELLOW 3B OF THE MANUAL ON UNIF g" CONTROL DEVICES FOR 3TF MAN~IAL ON UNIFORM TRAFFIC C W DEVICES FOR STREETS AND 5'-0" SLOPE TOP HIGHWAYS. ±j ~ {1 ~ OF 2. THESE WORDS AND BART NORpS AND HARARE TO BE ~ tEFLE:GTNE WHITE. ~x g~ CONCRETE PAINTED REFLE:GTNE WHITE SECTION $B GROUND SURFACE W CONCRETE SI DEWALK Wl CONTRACTION a JOINTS ~ 5'-0" O.C. EXPANSION JOINTS r ~ N R VALLEY GUTTE ~ STRUCTURES AND OTHER CURB V (WIDTH AS PER PLANS) NT5 PC CONCRETE ~ , a , PROP. GRADE SEE NOTE FOR MINIMUM WIDTHS. ~ ~ 3" „ SLOPE 2.0% MAX. n. ~ ~ c~ 8 a /1i w TOP OF ~ ~o~ ~ PAVEMENT ~ 1'-6" _ I ~?~~~~z 0 ~ (FDOTINDEX17346~ N LASE CONCRETE ~ 2500 PSI ~ ~ p u. ~ e ~ ~ STANDARD SIG r / ~ \ rl fl \ x ' 3/4 "R. NTS r' r . s, 6" COMPACTED BASE ~ ~ ©T (95% MAX. DENSITY - AASHTO T-180) NOTE: r e., Q~~ O CROSS~IUALK MINIMUM WIDTHS. 12 ' . ` INTERSECTION GROSS-WALK 6'MID f . ?r Z ~ ~ ~ u1 UJ t°vOo BLOCKCROS5--WALK 111' 1'~,.'' e' ' ` LL U d w TYPICAL CANC. SIDEWALK ~ ~ nrnrnTnrA~l /+CInC+C~?AIAI I! RCTAII NTS I- h'CUC~1 I I~I/iIV t~RV~7+7YYn~n tam i n~~. "TS FLUSH CURB i NTS t=/) 7 0 v 0 Z m LI N ry rn ~ z c~ m o a m ~ ~ ~ ~ m Z m ~ v O 111 a ~ x a ~ m ~ r , Z ~z Oc p - axz A ~ ~ ~ ~'Uxmrw ~ m » OAm~ _ T ~ rAZ~ m t ~ o / m ~ rn z © / ~ » rA ~ua "0 ~ m 6'•{1" UNLESS OTHERWISE SHOWN rn IN PLANS. 0PT40NAL VARIES ~ n ~ ~ ~ CONSTRUCTION JOINTS PER• z Z 4 2 Q ~ ry • ~ 0 ~ s MITIED BETWEEN THESE ' m ~ ~ ~ LIMITS-SEE FDOT INDEX Nb, 201 x Qz m * FORJOINTSANDMINIMUM z~ DIMENSIONS. ~ ~ v ~ MAX. MAX. FILL m m rn ~ RISER, INLET OR INLET TOP z m ~ • BOX TYPE B RISE R SHOWN a ~ m _ z Vi W A W N 3'-11' 0 A44~i`^aWC~i~'~ Z T-1 1' M ~ r 1~ 1 m ~x m ~C rn~ ~~mw~~ 52 D A n ro m~ x ~ z~ m m xmv p 1bA~~m~c=cmN mz©~~ o i= m is m~ W~ v m pnzz~~ aoyg~~ ~ 8. Z 0 A Q x~ A o A v Q r A=17..,0-i m~0po(n 1 ~ ~ ~ _ ~ ~ ~ ~ m ? m ~zAm< _ 3'ORMORE _ m,40..1 - _ T m~~ 0 m z~ z G1 N~ m ~ ry ~ iaz~rn~ r vo vv vz 12'MIN n~0 z S Z CI 1 ~ p~ Vf ~ 60 ~ rnm 0 O ~ ~p1m Dry wN~'',~ N m y -i m ~ ~ ~ ~ 0 0 \J P ~ .'O Y e W 57 _ s m W ~ ~ ~ A n A m ZW Z ~ 0 :..,f r/`,j m z N ~z 15"T01$ r~ °~0 ~ p_~ r~m~m ~mptnn ©o A ~ z \ T m~ ~a~' 0 r O -I 0 ~ \ ~ Z -1 is - ~ -I r ~ " _ 0'0 ~ ~ m0 ~ z ~ .,0 m{_ ~~a 0 m z" ~ o B 2'-0' m m ~ xry m • v Az A m z A o ~z o F ~ ~ ~ ~m$mm~N ~ ~ v o 2'-cr s• v m m 0 ~ m0 ~ N v/ „~m~m m ~ 3 ~ ~ r - z F ar _ ~ ~ v r ~ / 0 z z~ x z z m vF v ~ ~ ~A m m - 0 ~ / ~ z m ~ a to A ~ S~ A~ Ii1t x r x Z ~ v . O'JmmU1 C! -i r -1 m o ~ a ~ ~ ~ r \ 00- s b rn~ranm ~Ory©'n /j\ mcZ A z ~ p ~ #4 AR5~1'C ~o z m m F= ~ zj~~ / \ \ omry v 0 a Z m~ D m m ~ >4 ~ n jj m00 ~ ~ ~ D J - N~ x ry -i D ~ (7 ~ r\ \ o ~ N O x { m IIII J / m -z+ v m D 81Ii r zz z z 1 m z A c m I o ry m -i m A p~ 0 ~ ~ ~ ~ -I ~ C~ ~ x v Aar p w cn N m ~ m 1 ~ ~D z~~ ~ z II ~ m M M D ~ _c ° ~ ~ o ~7 r~ ~Z - e~z°<_ m N r v m _ O _ AM CI IT1 ~ z A 0 ~ ~ ti m m x z m y n _ VERTIC4L 'C sn z/Z+~ 1a ~ ~n ~ a° ! m.z ~ z A~z ~ - ~ y b - ~ 111th NUJ Ct f1 0 I 0 p © ~ O -I {f~ C9 ~ N 0 H r; 00 0 7o m ~ ~ r~ ~ w - - ro ~ ~ x Z m ~ o _x ~ cOm m © ° © "3 mN n x 'ter ~ z a ~ m ~ z ~ m m r\ A Uj A ~ ~ CONSTRUCTidN,~l TS ra ~ c 0 p - z ~ 3 0 0 ~ m ~7 v~ ~ m PERMITTED BE1Wf N 3 ~ ~ y a 111 m cn x m ~ THESE LIMITS-SEE L s• 34' z ~ o p m ~ INDEX Z(11 FbR MIN. T ' / / z - O mm a m ~ ~ ~ DIMENSIONS. Z m z -I ~ ~ m Z Z ~ 15'd?' MAX. l j~\~.\rT~ p x m 0 ~ m a ry 3~e Zrym Gn ~ r pr ~ N 3j s' ~o ro ~ ~ mC?N ~j/j ~~I~- r ~ Nm N C7 ~ - 2 - m D ~ o U r Z ~mWO-~nc~~z v_ F°~r :/~j11.\/ rn z~z A a cmmm -AA m m m z a~a m n ir0'0 ~~D~ m - ry~D Z 0-I AOp1z, ~cm ~ W 0 ~ n m -x~W-D z ~ ,/I r x Z~m m Dp G7 ~ m A z m ~ m z+ m _ mm~T ,rn~F~ ~ / ~ O aD~ 3 p~1 - 4 a c 0 A Z~ m ©y a ~j/\ ccm -ml ~Ct ~~R~pZgAm ti\~ ry~ Z N ~I ~ m ~I m 47 N Cf -I fA o p~ 3 v m m 1 i 12"LIFTS MAXIMUM m C? N m z m ~ _I A~mo~rnF~m0 x z ~ _ I I~ II IIII m _rnr t~cl ca w ~ x 2'-11' x O ~ Z p~ r~ i D z µ P~EBEDDING TRENCHBACKFILL 0 ~ N o ' < ~ o c ~ F {a ~ (SEE NOTE 1} (SEE NOTE 2} ~ m ~ _ r I A m ~ X : I~ Q 1 N ~I C} y~ ~a r~ C~ A C Z 4 r Z r -I 4 'n ~ ~ ~ 8* m 0 r - -t CE] II T'~fA~Wrlax II 4; gs c4c m^'~m za ~N ~mD'~~oamna n ~ ~m m, cnmm~~z~ ~ 9 L VF -I~mD?mZn ~ rc-a L~ ~ia~~A ~ ITl z m ~ N-+ mA-I cm~'~ z x m~ ~1 m-+ a Ay~ • ~rmm~vn m-z r" m ~ yy r ~ .7t'n O ~ 11 ~ ~ ~ t A ~ f~ > '9 0 nr v ~ ~ D ~m ~i~` zv m rn ~ z I- ~ -I z 0 v~yv m a rn c~cii z:a c m ~nit~~m~ 4T m n~ zmo o' -u z ~ ax~~rno ca w ~ n to X03 cQ' m xmz• ~ ~ ~ ~ t7 fy ~ zy- ~ rn ~ ~ z~~ ~ x f) Qrt~ a = o OmA ~ ~ -1 v ~v 0 -I m ~ m z m JIM C7 ~7 z ~ o ~ ~ ~ C3 C7 /1 m _ ~ rn f C7 ~m m~O- ~ ~ o \ z~ m ~ r / ~ - c F~ y m ,AAA x ~j/%' j~v ~ ~1 / ~ v~y / ~ v ~ .vv / r p \ m / ~ ~ 1 CI~TJAr$~QA m:~A'o -i ~z •r r /r\ \ 1,r = A m ~ m~ xm-~ / / 1 tnClArCm Z1rn.QCnco Z m / / ~ r\ / n __W~3W _ 1 ~AO~ADAI~A.~ ARmcncmNji~, \ t+ 'U ~m~rmr-l-rn~m~mOV x o I` v ~j1 c A_ „ d A ~ ~ ~ •.l~ ryT,,.~ntA OZ-iSO~OZp OR p ~j ~1 . / m ~mOAO~NOOD_ nzmtA')mz 177 o-zizW~rN~„wF~~,~imc~z~tz0 =nz i\ A w ?a zy mAx~-imzm~~~CN?~V1~ ~ D (l't l w ^nac~a~ z~ •~a a' Nniz ~ rD ~ -Im-xzol ~--1 r ~ id ~x ~00 N' ~ ?~m71 k• o s z ,C7 ~ v~-~mpmzmr~-~m~m=~~r~~ j ~ m Z zm j`~ ~m ~z~~rn mzx Am nx ors D ~Tl m = z~ -~-la~~n m •e\ mrn m-IW~ o m z~~ rn ym<'~ 'a D Z ~ 1 O~-G) NDnA -v x Z ~ f p --zcZZ~o~mamm~ zcna~n l,, m o~ mA t`r r~n-+ -n~z~m A~'z Dyca mcn rn < TL7..1 0 r~ "G ~ ~ ~j\ o a - N r{ / m A - r Z-NWm -IQ~~ ~ l7xx~D-A~.~~mmAD~m~m~mn ~rt b rn ~,n m rn- ~ ~r 0~.{~2 -i~~ aNC° z O-am - A-1rn~;ZO v Z fta NA~~p0 .y~Z <Z r O A r mm~ ;~3r "Oz ionoTla°n ~Om{Dm p ~ ~ m< ~ DUt ~`e aczm-mi dam ozmmm G7 m 2. z ~ D Z Q-~_ZaW? ~ ~=mm Z ~ ~ Y ~D ~ <Z ?Wok ~ ~ k-naN ~ <ZA D m ~m 0 ~ m~1 _ Z Z Z N W < m xm~~mvraxrxv 1 m ~ zr mN z z O N m~ t7-i Z ~ ..r ~'u7s~~ ~-I~ ~A1~~q Z ~ Z-ID A <-1 WW~OA -mm {rpSAA ITi A px~ ~O~~C74~ m~mra~C7Qrpm ~ W m 0- < n- p m mo o p cN~7DZ mZ~ ~Ly0-40-ir ~ rF- -Iry-Iydt A~0 rZx~a ~ ~~p~ Z d~0~ F~ ~ ,r m 0 .a N mo. m a-~a mOmA D o N U) z rx i ~Z~~~+n yl~\j J \ z 'i, -Ai ~ ~ ocm r~"Wzc oar -Amy ~ ~ ~ o O o Q 0 xm ~ m x oO~A~ T>7r~./,~.\~lrr j •n_ l? ~nvx pom© ? A 1,1 v ~~jj ~ Z D Z xA •pA ~ - Q D{ yy Z n S / LpmZ ~ Z m J UJ(A {_~lmm rni ~t~ mZ ~ Z Z' i _i~t~~~i Z.'Q Z .ri °a 'p \ / ZWa f -Ir~ =ZAXa Sm 'n~ Zm © i7 {3 N 't v ~ W Us xzxry Qm m D j/.\f\Ir 0 m=+ yypp< r dUr -ln~-+v r pp C ~-0 A~ Z ~ ZF v ry mmptl] \r K~ 7C'pD mmC7ra~ ,~N (1mm m ~ ~ rr p x I>- < cry ~ co r i\ w c1 r m F $ i m IT1 y. o z IN C.i ;cu a ~ c, X m a m A r A f7 '0 t3 Q -i ~ ~ m ~ r / r m -i y 0• 2 O '0 ry r Cr C Z A~ x D o m ~ m %~/~j\ m zA v D rn m -m ~ Z ~ C c z O m o c5 t7 ~ m>amm-- -~'IV z xA o Fz ; \ ij m~Ea / <A ~A ~p~~ -~o c Q ~ Q_ o a za ~ i . r,.lt, zz9f / Az / ~cm-1 m„ o ~ cGdzzZZ c Om a~ 0 ~ ~ f 4~ z AA ~ -Ip ~ v O.p~ z- v- ~ z 4 m a n z Y' ~ _ \ ~f\ m z 0m rn k w -S > c~ = 5~m-ry~'° z ~ o$ o z ~ r~ ~Q 0 1~ a ~in°,?W a~ mu~~_ Ln ~ z m a -i m - m ~ ~ m m m m r \ ~ \/~'l ~ m - ~ Z r ~ sb~~ ~ ~z ~ / - ° x0 m~ i\/ 1 ~l\\ ...A~ ~'z m~o p -Ni { a r z z z m c'y < a z Z."tka © 0o D0 x 0 / z~ ryv ~ i ~ / l f ~ m~ ~ ~ ~'m~i _ o ~ N~C~` 2 0 ~A m T - m D r rA m m~1 D m O m~ m < ~a A U cn 1~ Z ~ 0 1 ~j~ z -o Z ~ 0 4' r1 f/ C z a ~m n Z - m 3 A{rn~ ~ mW 2 ~ ~ xrn / ~ z z m zyDry A 1 {nT. m ~ r, CJ D ~ m= C) C!7 v z m z ~ A / - Y" ~ ~ ~ ~ Q = n m A W - PIPE BE~WG r i ~ p~o A m D c m z TREFICH BACKFM.L m z o D F ~ A i tV~IE 1) (SEE N01E'~ 0~ Cf W r/ 1 © C) 2 ~ d 17 LIFTS MAXIMUM ^I = Z m ~ Q ~ ~ \ ~ ID ~ Z, I" 14 A ? O W 4 wry ~z L7 ~ ~ w ~~A'ifA a Cri W ~ mmm~ A - D m ~ •mm m ~ ~~en~ -1 W ~ ~ pW~ ~ ~~=m -1 2" z 0 ,Imrn 0 map D mryOw N ~ z pz~ 0 AyO~ C 2 x~y~-D _ m 0 v aim ~'o~~ a V/ V/ Xf m m~x~m~ z ~ z ur A ~.4~ ~ A nrmcy~ ~ z ~1 ~ t1Gl m VTX7 \-7 \-7 ~ ~ m ~ r~ a~ ~ z~ S z r~ I z z ~ 07o w w ~ ~ C ao Z D 0 rrv~a ro~ ~ p 0 A W ~ © rnv~~r~-x Q r 0 ~ ~ N ~ ro 13 ca rn Om~~mz A 0 ~ ~ ~ tin ~ zm ~ w mvrya0m m = ~ ~ m ~ TA TJ ~I=.ra~~u~'i ~ { ~P o~ V V/ m `TI n _ -t 11'1 ~ T v 7D m . rti - ry ~ ~ N-n Z omcm~yo m -I rn aO 'n 0-iv-nD~ m ~ ~ ~ 0 z z x 0~ Q -n~oc-~i"-' ° rn o a t3~ ~o - - - - - z ? as Z y ~ la ~ A n C i m z A -zn ~ ~ _ zu? ~ y. ~ ~ D ~x ~ ~n ~vaxz~ m ~ o ~ p'~ ~ p ~ zfl ~ ~ D~Drn~m v © ~ ~ ~ a i ~ ~m z C ~ ma-mi~ ~ ~ ~°D= 0 3 O ~c ~ ~ ~ -~~mz v « z ~ om ~ rn~'mx~ca rn~ ~ ~ m ~m~ z y ~ ~ ~ Z ~ ~ r0 m Z m~ c~~ v z cam c rn ~ 6'-a"UNLESS OTHERWISE fl ~ z 0 ~ ~ ~ ~C 0 ~ ~ SHAWN IN PLANS. OPTIONAL i z ~ m w ~ m ~ `z t7 ~ _ ~ CONSTRUCTION JOINTS PERMITTED Z c ~ p ~ Z ~ 7, rn ~ N RISER (WITHOUT SLAB} BETN+EEN THESE LIMITS-SEE r f/l y Z m ~ m a ~ ~ ~ N ~ INDEX No. 2D1 FORJOINTSAND Q 0 s Q -a T W a~ ~ Omz rn n x rn- MINIMUM DIMENSIONS z v m ~ s ~ c~ j~ D z Om ~mQ K~, ~ ~m A z ~ ~ , ~ o ~ Q Z z ~ m # - ~ D ~ ~ 0 BOTTOM {WITH SLAB) -mi ~ _ a m •n ~ ~ m ~v0 -om z c_ ~o fl cy Qtt a ao o -+o " o ~z ~ ~ ~ ~ c D ~ T-I ~ C1 m p MAX. DEPTH 15 ~ ~ L7 -n ~ tT1 rn0 wW z ~ x ~z m mAO O m rn ~ ~ ~m ~w a o m a=~~~ m~ ~x o m ~x zmi~m ~Z ~ ~ 4~ ~ O O D~ Op rn ~ zo ~ mm n ~ A y m o m~ ~ ~ ~ m ~ ~ J i _ N SHEET RECC}RD DRAINING ~c ENGINEER f E E a Jos* 03067 onsu tin THI 315 T©GERTIFY THAT THE PROJEGT DRAINAGE & HAS BEENSUBSTANT44LLYCOMPLETEDIN Jet;(eVF'f• F~brie`,~~~~" AGCORDANGE WffH THE AP!'ROVED PLANS FL.LIC. # 60913 PF 60913 PRJ. MGR: J.H.P. ENGINEERING, INC. EROSION AT AND SPEGIFICATIONS. n Ineers rvjE 2a1 SOUTH BUMBYAVENUE CONTROL STATE ROAD 434 & TUSKAWILLA RD ORLANDO, FLORIDA ~zBa~ DE PH: ~aa~asss-s3~7 FAX: (407j996-81fi7 DETAILS CITY CAF WINTER SPRINGS, FLORIDA DESIGNER: D.H. urv~ ors FOR 'dVWW,LOCHRANE,COM CERTIFICATE OF AUTHORIZATION # aa0a2856 DATE. NQ, DATE REVISIONS ©ATE:,~ " ~ . ~ ~ Cf CHECKED: M.D.H. ~ _ _ _ ~ ~ ~ ~ ~ 8" STANDARD HYDRANT ~ W ~ ~ Z !G 2112" HOSE WITH S 114" OPEMNG 1. PVC PIPE SHALL CONFORM TO AWWA C 940 CLASS 50 AND DR 16 FOR 4" AND LARGER DIAMETER. NOZZLES ~ (1 81 CAF CHAINS 2. DUCTILE IRON PIPE 8" AND LARGER MUST BE DUCTILE CLASS 52 OR BETTER. 6" DIP OR SMALLER IT1 -i W BREAKABLE MUST BE CLASS 52 DR BETTER. All DUCTILE IRON PIPE SHALL CONFORM TD THE REQUIREMENTS OF F _ ~ G~. d U METER BOX TD BE BARREL COUPLING ONE PUMPER OUTLET NOZZLE - AWWA 0151-82 AND CEMENT MORTAR-LINED AND SEAL COATED PER AWWA 0104.80. SUPPLIED BY CITY OR FLANGE ON STREET SIDE 3 MAX 3. FITTINGS SHALL BE CAST IRON OR DUCTILE IRON, MECHANICAL JOINT MEETING AWWA 0114-82 ~ HEIGHT SPECIFICATIONS FITTINGS MUST BECEMENT-LINED,4NDSEAE-COAT D PER 0104-80. p WATER MAIN PROVIDE CONCRETE COLLAR g 1"SINGLE FINISHED IN PAVED AND UNPAVED AREAS 4. VALVES 6" AND LARGER SHALL BE RESILIENT SEAT, NON-RISING STEM AND SHALL MEET AWWA W ~ N WIRE SERVICE LINE GRADE 0509-BQ (LATEST REVISED SPECIFICATION}. W ~ SPLICE - 9D~ot 5. FIRE HYDRANTS SHALL BE TRAFFIC BREAKAWAY MUELLER CO. CENTURION MODEL N0. A•423 DR ~ TEE & WYE 9D° BEND 45° & 22112° BEND ~ $ 1" CORPORATION APPROVED EQUAL. 14 GAUGE STOP it~r 18"x18"x4"CONCRETE 6. FIRE HYDRANTS SHALL BE INSTALLED WITH THE CENTER OF THE HOSE NOZZLE 18"ABOVE a ~ THHN WIRE- I`~~.. COLLARWITH #4 REBAR FINISHED GRADE. W~ R.O.W. OR BACK CAST IRON BOX 3'-0"MIN. 7. WATER SERVICE PIPING SHALL BE POLYETHYLENE (P.E. 3446). WATER SERVICE (C.T.S.} c~ DF SIDEWALK COVER CONFORMING TO ASTM D1248 AND Q2737 WITH SDR OF 9. B. ALL WATER METER SERVICE CONNECTIONS SHALL BE BRONZE FROM PLUG VALVE TO PLUG VALVE. NO GATE VALVES ARE TO BE USED (T' DR LESS}. 6"MECHANICAL JOINT 9, PAVEMENT RESTORATION SHALL BE CARRIED OUT IN ACCORDANCE WITH THE REQUIREMENTS OF PLAN DRAIN VALVE GATE VALVE TWE AUTHORITY HAVINGJURISDICTION. SHALL BE PLUGGED 14. ALL TRENCHING, PIPE LAYING, BACKFILLING, PRESSURE TESTING AND DISINFECTING MUST RESTRAINED PIPE LENGTH {MINIMUM) MAINTAIN 1' MIN COMPLY WITH THE TECHNICAL SPECIFICATIONS OF THE UTILITY DEPARTMENT OF THE CITY OF DEPTH OF COVER IPE pIAMETER 80 DEGREE 45 DEGREE 22-112 11-114 DEAD ENDS (INCHES) ELBOWS ELBOWS DEGREE DEGREE ~ WINTER SPRINGS, HORIZONTAL ELBOWS ELBOWS Z OR WORIZDNTAL HORIZONTAL ~ SIDEWALK 11. ALL CONNECTIONS TD EXISTING MAINS SHALL BE MADE UNDER THE DIRECTION OF THE UTILITY EDGE OF PAVEMENT METER BOX TO BE LDCKING6 HYDRANT DEPARTMENT. VERTICAL OR OR VERTICAL 1' 0" SUPLLIED BY CITY ADAPTER AND HYRDRANT 12. ALL PIPE, ETC. SHALL BE TESTED UNDER A CONSTANT PRESSURE OF 154 PSI FOR A MINIMUM TEST OF CURB 3T UP VERTICAL UP - ~ UP } TEE, OR 314" TIE PERIOD DF 2 HOURS AND SHALL NDT EXCEED THE LEAKAGE REQUIREMENTS PER AWWA RODS (MIN 2 PER SPECIFICATIONS OF 0600-82 LEAKAGE FORMULA CONNECTION PIECE} Q=~ .0. 4 133,200 i"SINGLE z 6 CONNECTING PIECE Q =ALLOWABLE LEAKAGE IN GALLONS PER HOUR SERVICE UNE r ~ S =TOTAL LENGTH OF PIPE TESTED IN FEET B" 2L 2L 1L 1L 5L CORPORATION D = DIAMETER OF THE PIPE TESTED IN INCHES g" 2L 3L 2L 1L BL P =AVERAGE TEST PRESSURE IN POUNDS PER SQUARE INCH STOP NOTES: 13. THE MINIMUM DEPTH OF COVER FDR WATER MAINS IS 30" EXCEPT IN THE CASE OF PVC PIPE WHICH W CH 12" 3L 4L 2l 1L 8L 1"CURB STOP 45° FORD COMPRESSION BY FEMALE 1. THE HYDRANTS ACCEPTABLE TO THE REQUIRES A MINIMUM DEPTH DF COVER OF 36". MAX WITH LOCKING WING CITY OF WINTER SPRINGS SHALL 14. DISINFECTION DF MAINS SHALL COMPLY WITH AWWAC8t11.81STANDARO. BACTERIOLOGICAL L =ONE PIPE LENGTH {18 FEET) ~ .,.I_ BE EITHER THE GLOW # 42 MEDALION SAMPLING POINTS SHALL BE DESIGNATED DN THE ENGINEERING PLANS. AMERICAN DARLING684B, OR THE t5. MARKERTAPE: PRAFILE MUELLER A~23. MARKER TAPE SHALL BE INSTALLED WITH ALL NEW WATER MAINS CONTINUOUSLY, FOR Z NOTES: ~ THE ENTI RE LENGTH OF THE LINE. THE TAPE SHALL BENOT-METALLIC AND SHALL BE THE ABOVE TABLE SHALL SERVE AS A GENERAL GUIDE ONLY. IT IS THE ENGINEERS 1. METER BOX TO BE SUPPLIED 2. THE BARREL SHALL BE PAINTED YELLOW IMPRINTED WITH THE CONTINUOUS MESSAGE "CAU'C10N-WATER MAIN BURIED BELOW". RESPONSIBILITY TO CORRECTLY DESIGN AND SPECIFY THE MINIMUM LENGTHS OF ~f ? z RESTRAINED PIPE CONSIDERING THE EXISTING SOIL COMPOSf11ON AND PIPE LAYING ~ w ~ BY THE CITY OF WINTER SPRINGS. AND TDP YELLOW. THE TAPE MUST CONFORM TD ALLEN SYSTEMS, INC. DETECTATAPE DR AN APPROVED EQUAL. MINIMUM WIDTH SHALL BE 3' AND MAXIMUM QEPTW DF BURIAL CONDITIONS. THE MINIMUM TEST PRESSURE Z w a 2. METER PURCHASED FROM AND INSTALLED 3. GRIP RING DR MEGA LUG REATRAINTS MAV BE SHALL BE 18", E SHALL BE 150 PSI WITH A 2.5 SAFETY FACTOR. ~ ~ ~ a ~ C1 BY THE CITY OF WINTER SPRINGS. USED IN PLACE OF ALL THREAD RODS i6. CONTRACTOR TD INSTALL BLUE REFELCTNE PAVEMENT MARKER AT FIRE HYDRANT LOCATIONS M~~z IN ACCORDANCE WCiH THE CITY OF WINTER SPRINGS STANDARDS. I- ~`"tO POTABLE WATER SERVICE SINGLE FIRE HYDRANT ASSEMBLY NTS NTS RESTRAINED PIPE JOINT DETAIL a ~ Nrs ~ ~~~a WATER SYSTEM NOTES O ~ ~~N R+~ ~~d v NW~4 Ltl (G m Q uj AS REQUIRED N t.7 ~ ~~a 2"GATE VALVE SHUT-OFF VALVES "L" {ONE LENGTH t?F PIPE) TO SPRINKLER SYSTEM FROM CITY SUPPLY FINISHED GRADE 2"THREADED CAP 112 "L" TYPICAL PLAN VIEW ~ ` = PLUG MJ CLOW F 1035 OR ~ ~ Ci ~'t{ OVIDE ELECTRIC SUPERVISED . ~ r PR ~ 2 P.V.C (TYP.} FLOW "PUSH ON RESTRAINED" F-1158 TAMPER SWITCH {TYPICAL) I COORDINATE WIRING BY DOUBLE DETECTOR CHECK ° ° ° MAIN - OR EQUAL ELECTRICAL CONTRACTOR e~c~a"++a+e~e~n 1NETA1 LEOavrxe 2" 94° ELBOW 2" yp° ELBOW o n ooxra,~cra~ see ~~~~nans o ~ ~ ~ ~ ~ ~ ;oNN, 2-WAY ETER BOX SPEGIFIGATIONS ~ ' ~ ~ ~ TYPE TO ~ O.S. & Y. VALVES WITH COVER Y-TYPE STRAINER RELIEF VALVE VALVE D.I.P. (2 REQUIRED) Q ~ a D p ~ o ~ {OF?IONAL} DISCHARGE ~ ~ ? U 'o ~°a o o °o o as o o ° OF GRAVEL OR I 90'FLANGEDBEND °~~o°~aaa°aa°°n GRUSHEDRQCft FNISHEDGRADE 12++PIPEDIAMETER SEE DETAIL "A" FOR ~ ~ I- LY THRUST BLOCKNG ~ ajs ~ O (2 REQUIRED) ~ (M N MUM DISTANCE) BEDDING REINFORCED CONCRETE 2" 94° ELBOW W a~~~~ .R CHECK VALVE WITH PAD, 18" x 18'he4" 12" TRENCH 12" FINISHED GRADE ~ ~ ©F OSIONRESISTANTBOLTS, 1. (TYPICAL) Z CI IERS AND NUTS. FINISHED GRADE NOTES: z~ w ~ ALL PIPE AND FITTINGS MUST ~ f ~ \ ~ ~ ~ ~ BE GALVANIZED IRON PIPE OR ~ W ~ W ~ ~ M.J. RETAINER GLAND ~ V J LL LLJ n ~/r , f//.~/r SCHEDULE 80 P.V.C. U ~ ~ ~ MECHANICAL JOINTS ~ (TYP.) ~ 1 REQ'D 10'" 8 UNDER I' h ~ Q I° 2"REQ'D 12" & OVER V J PLAN FOR SIZE _ a Wl3" MIN. SPACING ~ ~ ~ ~ VTINUATION ADJUSTABLE PIPE SPRINKLER SYSTEM SUPpORT$TANpSBY FROM CITY SUPPLY BLOW-OFF VALVE TO THE CONTRACTOR 90° MJ BEND (2 REO'Dj Sa CONC. THRUST BLOCK W U~• NTS RESTRAINING DEVICE TO BE JGM SUR~iRIP, MAIN ~ BARS B" O.C. EA. WAY. EA. FACE MEGA-LUG, ROMAC OR APPROVED EQUAL DETAIN "A" REDUCED PRESSURE NOTES: 1.THECONTRACTORSHALLCONTACTTNEftJSPEGTORFOREXACTA".t~Y REDUCED PRESSURE PRI IP A/"~KFL W LENGTH AND HEIGHT ABOVE TH6 SLAB REQUIRED FCR THE REDUCED N ~ L E B C PRESSURE TO BE INSTALLED BY THE CONTRACTOR. ALL OTHER PIPE, FITTINGS AND APPURTENANCES SHALL ALSO BE INSTALLED BY THE {TYPICAL I NSTALLATION) CONTRACTOR. THRUST BLOCKING DIMENSIONS 2. ALL ABOVE GROUND PIPE SHALL BE FLANGED DUCTILE IRON. NTS PIPE DIA. "A" •B• ~ ~ 3. BACKFLOW PREVENTER TO BE LOCATED NO MORE THAN 12" DOWNSTREAM FROM THE WATER METER, UNLESS OTHERWISE PERMITTED 12" 1'-8' 1"-0" J d. ALL PIPE AND FITTINGS 2 112 " OR LARGER SHALL BE FLANGED DUCTILE IRON B" 1'-0" 1'-D" ~ ~ ~ DOUBLE DETECTOR CHECK ' • ~ NOTE: THE FIGURES ABOVE ARE BASED ON SOIL BEARING CAPACITY BACKFLOUV PREVENTER DETAIL -~,,GOILEDTRACINGWIRE OF 2000~1S.F. W~FIRE DEPT. CONNECTION I I NTS I i ~ TERMINAL END DETAIL L NTS I 1 I ~'t 1 I t ~ 4 t I ~ L ±r ~ ~ f ~ NON~iETALLIGMARKERTAPE ~ 3t4" GATE VALVE ASPHALT SURFACE ~ ~y~ 24" MIN. I 12" MIN. 0 W W CAST IRON STAY-PLR COVER _ - t ti I WlRAISED LETTERS MARKED - - 4J WATER OR SEWER NO.3 CONT. LIMEROCK BASE ~ SLIDE TYPE 314" DIA. TYPE "K" COPPER 2'-8"MIN. DR APPROVED EQUAL .1.YPE ~ VALVE BOX _ a" - - ~ g NON-METALLIC 14 THHN SOLID COPPER MARKER TAPE CORPORATION STOP = ~ 8 TRACING WIRE GENERAL NOTES: DOUBLE STRAP BRONZE SERVICE 1. PIPE LINE TRACING WIRE 13 TO BE INSTALLED ~ SADDLE 12" MAX. TYPE 1 U ~ o ~ ~ ON ALL POTABLE WATER RECLAIMED WATER PROVIDE TYPE II ~ Z w N n. g ~ AND SEWER FORCE MAINS. 2. SYSTEMS-TRACING SHALL ALLOW TRACABILITY WATER MAIN EXTENSION AS 24" ~ 0 REQUIRED GRADE ~ m ~ ~ ~ DF ALL PIPE BRANCHES INCLUDING THOSE FDR ~ ~0~~ HYDRANTS. TRACING WIRE SHALL BE INSTALLED OVER THE ENTORE LENGTH OF THE MAIN 1MTH wm~ ~o ADHESIVE TAPE. WIRE SHALLEXTENDAMINIMUM CONCRETE THRUST P~C~RETE VALVE BOX Z ~ a m ~ OF i2"ABOVE GRADE AT EACH INTERVAL AND SHALL BE COILED AND PLACED IN AVALVE BOX BLOCK REQUIRED BY p ~ UTILITY CO. TYPE !I W ~ ~ ~ ~ FOR EASY ACCESSIBILITY, c°v O n Q 3.ON DEAD END MAINS THE TRACING WIRE SHALL BE PLACEDINAPROPERLYIDENTIFIEDPVCVALVE TYPICAL BACTERIOLOGICAL SAMPLING U BOX AT THE END DF THE RUN. 1]t11AlT AT I~ITC©AACI'tIATC dl1fA1TC ~ rvlly I nI Ilv I LIIIVIGLIIP'11 G rVIIY I ~7 TRACING WIRE CONNECTION NTS NTS VALVE BOX DETAIL NTS W LO 1: qrm LL U) Q ~ _ _ _ ~ o 'DOWNSTREAM" As REQUIRED 1. PRECAST CONCRETE MANHOLES SHALL CONFORM TO THE RE4U#REMENTS ~ W W OF ASTM C478 AND 84T. MANHOLES MUST BE INSPECTED BY THE UTILITY ~ g ~ ~ LOTLINE BEFORE UNLOADING, 6-4" DIAMETER MANHOLE ROUND BASE FRAME 2. CONCRETE FOR PRECAST MANHOLES ORCAST-IN-PLAGE MANHOLES SHALL ~ a z 'Y" BRANCH WITH SPUR ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. ~ `sn 3C° CURVE r ~ 3. REINFORCING STEEL FOR MANHOLES SHAI1 CONFORM TO THE ~~I \ PEQUIREMENTS OF ASTM A615 AND A305, LATEST REVISION. SPLICES ~ ~ ~ ~ N SHALL HAVE A MINIMUM LAP OF24BAR DIAMETERS. / ~ 4. ALL OPENINGS IN PRECAST MANHOLES SHALL BE CASTATTHE TIME OF ~ ~ ~ r'~I MANUFACTURE. I 5. PRECAST MANHOLE SHOP DRAWINGS SHALL BE SUBMITTED TO THE ~ ~ ~ ~C 6'" x 4` DOUBLE WYE WITH fi" SEWER MNN ~ f; - - - CIEANOUT INSTALLED TO 3' SIZE VARIES ~ ~ UTILITY FOR APPROVAL PRIOR TO FABRICATION, ~ ~ ABOVE GROUND SURFACE ~ ~ 6. ALL MANHOLES SHALL BE SET F~UMB TO LINE AND GRADE AND SHALL LIJ ~ Q 1 ~ ~ ~ REST ON A FIRM, CAREFULLY GRADED SUBGRADE WHIGH SHALL PROVIDE PLAN ' UNIFORM BEARING UNDER BASE. FORM SMOOTH I I 7. MANHOLE SECTIONS SHALL BE JOINTED WITH A MASTIG GOMPOUND PRODUCING A WATERTIGHT BOND. THE REMAINING SPACE SHALL BE GROUT INVERT 1. MANHOLE FRAME AND COVER FILLED WITW CEMENT MORTAR AND FINISHED SO AS TO PRODUCE A SHALL BE U.S.F. N0.280, COVER SHALL HAVE RAISED LETTERS SMOOTH CONTINUOUS SURFACE INSIDE AND OUT51OE THE WALL SEGTIONS. CLEAN OUT 15 TO 3 M1N p~AN "SANITARY SEWER". 8. ALL SPACES AROUND PIPES ENTERING OR LEAVING MANHOLES SHALL. BE PLACED AT GROUND LEVEL GROUND LEVIEL AFTER 2. PRECAST MANHOLE SHALL BE COMPLETELY FILLED WITH EMBECO MORTAR {NON- METALLIC) OR BONSAL (NON•SHRINKING). ~ CONFORM TO ASTM SPEC. TV INSPECTION & 0-478, LATEST REVISION. Z 9. COATING: SURFACE PREPARATION, PRIMING, ANDAPPLICATION ~ ACCEPTANCE BY THE UTILITY DEPARTMENT ALL COATING SHALL BE IN STRICT GONFORMANGE TO MANUFACTURER'S V3 3. MIN. OF 2 OR MAX. OF 5 COURSES OF 8" BRICK TO RECOMENDATIONS. THE FOLLOWING COATING SYSTEMS APPLYTO ALL ~3 CONCRETE STRUCTURES INCLUDING, 8UT NOT LIMITED 70 MANHOLES, ADJUST MANHOLE FRAME WET WELLS, AND VALVE PITS. ALL GOATINGS TO BE INSTALLED BY A tY TO FINISHED GRADE. CONTRAGTOR CERTIFIED BY THE MANUFAGTURER. A. PIPES, VALVES $ HARDWARE INSIDE THE WET WELL AND VALVE PIT B"MINIMUM 4. SEE SEWER SYSTEM NOTES THIS PAGE FOR COATING REQUIREMENTS. SHALL BE COATED WITH ALUMINUM PLY MASTIC EPOXY FROM NAB BRUDER & SONS, INC. {5 MILS MIN) B. THE INSIDE AND OUTSIDE OF THE MANHOLE, WETWELL, AND VALVE 5. All CONCRETE USED IN MANHOLE cONSrRUGTION sHAI.L HAVE PIT AND ASSOCIATED STRUCTURES, INCLUDING THE CONGRETE FILLETS UJ SHALL BE COATED WITH ONE OF THE FOLLOWING: I- TYPE II 400D PSI CEMENT. C.SEWPER COAT LINER PER MANUFACTURERS SPECIFICATIONS ~ 6. STEEL SHALL BE GRADE4(~' D. MAINSTAY DS-5 EPOXY COATING AS MANUFACTURED BY MADEWELL; 75 r• Q MILS ON INSIDE SURFACE, JOINTS ARE TO BE GROUTED WITH SEWER MAIN PER ASTM A-615. MAINSTAY ML-72 MICROSILICA CEMENT MORTAR. CONCRETE SURFACES NOTES: SIZE VARIES 7. BASE SHALL BE POURED SHALL BE PRIMED WITH MADE WELL 927 EPOXY PRIMER (SEALER. {„j NO COATING IS REQUIRED ON OUTSIDE SURFACES WHEN INSIOE ~ SERVICE CONNECTIOIN DETAILS MONOLITHICALLY WITH MANHOLE SURFACE IS COATED WITH MAINSTAY DS-5. E. AGRU-LINER "SURE-GRIP" HDPE THERMO-PLASTIC LINER AS 5HOWN IS FOR A DOUfBLE PVG PRQFILE FINISHED GRADE OR PAVEMENT. SERVICE A SINGLE WYE WOULD MANUFACTURED BY U.S. ENVIRONMENTAL SERVICES, INC. THE INSIDE z ~ BE USED FORA SINGLE SERVICE SURFACE OF THE STRUCTURE SHALL BE LINED WITH AGRU-LINER AT ~ ~ o ~ THE TIME OF CASTING OF THE STRUCTURE. THE BENCH OF THE WET Z w ~ a WELL OR MANHOLE SHALL BE COATED WITH EITHER 112" OF ~ ~ SEINED LATERAL DETAIL o WALL. SEWPER GOAT LINER OR 75 MILS OF MAINSTAY DS-5 EPOXY a ~ p COATING. ~ ~ ~ ~ NTS o © 112" STUCCO } z ry1ryry INSIDE&OUT L-V' 10. ALL GRAVITY SEWER SHALL BE PVC NON-PRESSURE PIPE AND SHALL ~ ~ CONFORM TO ASTM D303A, SDR 35, LATEST REVISION. MAXIMUM 13' ~ ~ ~ F 2'-0" LENGTHS WITH PUSH-ON RUBBER GASKET JOINTS. MINIMUM COVER ~ ~ ~ SHALL BE 38". DIP USED IN GRAVITY SEWER SHALL BE CL50, EPOXY LINED ~ ~ ~ ~ n MIN. CONFORMING TO THE REQUIREMENTS OF AWWA-0151, LATEST REVISION. L~ W ~ W a ~^1 t3 ~ ~ ECCENTRIC CORBEL SHALL BE USED 11. THE MINIMUM ACCEPTED SLOPES FOR PVC OR EPOXY LINED DIP GRAVITY ~ ~ z ~ ~ 4'-0" FOR MANHOLES OVER 6' IN pEPTH. SEWER AREAS FOLLOWS: 8" - 0.42°x,10" - 0.28%, 12" = 0.22°x. W ~ ~ 0 ~ UNLESS OTHERWISE NOTED ON PLANS. w 12. PVG LINES ENTERING OR LEAVING MANHOLES SHALL HAVE RUBBER MANHOLE COUPLINGS. ~ _ 6" CLEANOUT " 6" CLEANOUT ~ RUBBER 2 X2" STAKE- TOP 19. THE CONTRACTOR SHALL TEST THE COMPLETED SEWER TO DETERMINE PAINTED GREEN GROWN GRADE-SHOWN ON 'ryp. MANHOLECOUPUNG PLAN ANDIOR PROFILE (PVC PIPE) #4 ~ 12" C. TO C. EA WAY OF ~ ALIGNMENT AND TIGHTNESS OF THE JOINTS. TESTING SHALL BE OBSERVED BY THE CITY OF WINTER SPRINGS INSPECTOR. ALL SEWERS SHALL BE W WELDED WIRE MESH 0.20 SO. CAMPED AND MUST SHOW A FULL CIRCLE OF LIGHT. INFILTRATION AND EXFILTRATION I' IN/FT.` (MIN} PER ASTM A-185-84. z z TESTING SMALL BE CONDUCTED. LEAKAGE SHALL NOT EXCEED 78 GALLONS PER INCH ~ ELECTRONIC ELECTRONIC ~ DIAMETER PER MILE PER DAY. ~i°~ ~ MARNCER MARKER ~ v ~ ~ FORM SMITH ~ ~ wr 14. CONTRACTOR TO PROVIDE A VIDEO INSPECTION OF THE SANITARY SEWER 4533184 BEND 4533184 BEND 90 DEGREE GROUT INVERT SYSTEM. ~ ~ ~~yy ~ SDR35 BEND , ~.7/ ~ - S~ ~ 8" " WYE 90 DEGREE 6" PVC 6 PVC CONNECTION SDR35 BEND g¦ LATERAL 6"x4 WYE 6 LATERAL NO.4" REINFORCING 6" ~ (TYPICAL) (TYPICAL} BARS 12" C.C.E.W. SEWER SYSTEM NOTES ~ ~ ~ ~ ~ 118" PER FOOT 1l8" PER FOOT SLOPE MINIMUM SLOPE MINIMUM SECTION ~ ~ ELECTRONIC 4" PLUG MARKER END OF V.R.P.B.U.D. MAINTENANCE (TYP.} W dM~~ ~ w ~ 6" CLEANOUT ® TO GRADE ~ W o ~ TYPICAL 4'-(l" I.D. PRECAST MANHOLE WYE 6"X4"X4"WYE 2"X2" STAKE NTS ~ W ~ ~ CONNECTION (TYPICAL} ~z ~ 6' CLEANOUT END OF V.R.P.9.UD. ~ ~ N~ ~ TO GRADE PROPERTY OR MAINTENANCE (TYP.) EASEMENT LINE ® D 2"X2" STAKE 6"Xa"WYE (TYPICAL} a" PLUG SEWER MAIN TRANSITE COLLAR ERASED IN NON- ~~I 1 CAST ' SHRINKGROUT PRECAST 6" SINGLE SERVICE 6" DOUBLE SERVICE NOTE: THE CONTRACTOR SHALL MARKTHE FLUSH WITH MANHOLE ILOLE ~ ' _ ~ ~ ~ LOCATION OF EACH SERVICE AS SHOWN MANHOLE WALL WALL _ ,~W~ WITH AN ELECTRONIC MARKER AS MANUFACTURED BY AUTOMATION PRODUCT FLOW FLOW r~ FLOW PLAN C0.3EWERSERVICEMARKERSHALLBE MANHOLE ~ MODEL N0.1253 ORAPPROVED INVERT OR TYPICAL SERVICE CONNECTION EQUaL DIP ~ I~ ..J . MANHOLE WALL TEE FORCEMAIN CONNECTIOIN GLEAN OUT RING 8 COVER 1!2 PIPE DIA. U.S.F. Na. 7fi21tRUSSCO 0762 L FINISHED GRADE 1" (TO ACCOMMODATE SOD INFLUENT } BRICK $ MOTOR DAM gR PAVED SURFACE 6" CONCRETE ENCASEMENT Q~ INLET CONNECTION OFVERTICAL PIPE • I I -'1 1 - AS REQUIRED ~ \ DROP PIPE A,,r/ MANHOLE INVERT - BEND J ~ ~ .r` / . J'~, ~l~~ ~i SHELF TO BE INTEGRAL FLOW _ FLOW FLOW ~ ~ ~ ~ ~ ~ ~ • ~ WITH PRE-CAST BASE I % ~~~r' _ ~ p W PROP CONNECTION ~ \ \ 1. CLEANOUTS TO BE LOCATED IN GRASS AREA WHENEVER POSSIE~E. ti \ ' • ' ~ 2. CLEANOUTS SHAH NOT BE INSTALLED IN TRAFFIC LANES ORAREAS ~ \ `1~ . / UNDER HEA I / f f /f VY TRAFF C LOADS. CLEANOUTS SHALL NOT BE LOCATEq _ 1 " I I THREADED P.V.C. PLUG f\1/\/ IN DRVEWAYS. 3. THE COVER TO BE MARKED "S'. PRECAST MANHOLE WAIL STAINLESS STEEL PIPE CLAMP L a+ ~j W m O 4. GLEANOUTS TO BE INSTALLED PRIOR TO WATER METER RELEASE. STAINLESS STEEL BOUND ti' V ~ p ik 5. NO 90 33!64 BENDS SHALL BE USED FOR CLEANOUT INSTALLATION. NOTES: ~ NOTIoS: Z Z w n ~ ~ 1. PENETRATION TO EXISTING FILL WITH GROUT PVC OR 6' P.V.C. CLEANOUT 6. THE DEVELOPERJPROPERTY OWNER OR ASSIGNEE SHALL BE RESPONSIBLE 1. INVERT CHANNELS TQ BE CONSTRUCTED FOR SMOOTH FLOW Z } 0 x"• z FOR CEANOUT INSTALLATION PRIOR TO WATER METER INSTALLATION AS MANHOLES SHALL BE CORE MANHOLE INVERT DIP SPECIFIED BY THE DEPARTMENT. BORED. RESILIENT WITH NO OBSTRUCTIONS. m ~ Q ~ ~ ~0~~ 7. A CONCRETE COLLAR MAY BE REQUIRED IF CIEANOUT IS LOCATED ~ t~ ~'4.'~ CONNECTOR 2. SPILLWAYS SHALL BE CONSTRUCTED BETWEEN PIPES WITH LU m ~ ~ _ BETWEEN DRIVEWAYS. SPECIAL CONSTRUCTION DETAIL WILL BE REQUIRED. 2• OUTSIDE DROP CONNECTION s~ - • 4• : • SHALT. BE REQUIRED WHENEVER DIFFERENT INVERT ELEVATIONS PROVIDING FOR SMOOTH ~ _ 0 ~ FLOWS. ~ ~ ~ ~ AN INFLUENT SEWER IS LOCATED TYPICAL CONNECTION TWO FEET OR MORE ABOVE THE (7 0 Z ~ 3. CHANNELS FDR FUTURE CONNECTIONS {STUB-OUT$) ~ ~ ~ O MAIN INVERT CHANNEL SMALL BE CONSTRUCTED, FILLED WITH SAND AND W ~ ~ COVERED WITH 1" {ONE INCH} OF MORTAR. ~ v° u`. w.s. I~n~ s-o--oa +r. ?r"r" w~ r ~ w. w r r. r a~ . w. a " " a w . . ~ YF'IUAL GLtANU~ I IN51 ALLA I IUN TYPICAL MANHOLE CONNECTIONS FLOW PATTERNS FO r+rs NTS R INVERT CHANNELS W. T-, Cf) ~ ri ~ _ ~ p i? c~ ~ ~ ~ D W W ~ Z TRENCHWIDTH "W" = 4' MIN. GRADE ~ ~ ~ U 14" ~ a ~ U 6' MECHANICALtYSAW-CL1T MIN. 18" (TYP) 30"MIN Td SANITARY EXISTING PAVEMENT SEWER CROSSING PIPE COVER D I P 36" MIN. COVER FOR PVC 'a ry C`.1 _ _ - _ W i r ~ . ~ a. y` 6' HIGH CMU BLOCK = ~ f ~ / / - _ " ~ WAIL ENCLOSURE / /1 ~ N /f.~l ~ RESTRAINT COLORAND 'r ~ ~ / ~ GALVANIZE RESTRAINED JOINTS ~t GALVANIZED T1E-RODS 45 331fi4 OR 22112 33184 BENDS ~ L TEXTURE Td EXISTING BASE ~ ~ ~ ~ OR OTHER ///r'//f1ll OR OTHER RESTRANED RESTRAINED JOINT ~,J~ v ~ r- MATCH BUILDINGS JOINTS AS MAX LAYERS AT THE UTILIT JOINTS AS APPROVED BY ~ Q THE UTILITY (TYP) 100% COMPACTION UP REPLACEMENT LIMEROCK , _ TO LIMEROCK 5EE NOTE 5 BASE IN THREE LIFTS AT _ _ 100°~ ~°~g 8" MAX. LAYER dR 12" OTHER APPROVED SPECIAL UTILITY GROSSING -FITTING TYPE TO ACHIEVE 1_.'i~~.'~s. i~ METHODS "1$" CLEARANCE REgUIREO FOR WATER AND SEWER MIUN CR05SING 12" MIN. CLEARANCE FOR OTHER TYPE UTILITY CROSSING. 100°k COMPACTION MAX. WATER LEVEL ALLOWABLE 6URING CON5TRUCTION IS 12" Z 4" MAX. LAYERS AT 100°k BELOW PIPE INVERT ~ 4 a' , Ui 12 PIPE 12" UNDISTURBED Spit R BEDDING RACK UI tY dR PEAROCKWHERE CONDITIONS REQUIRE TRENCH WIDTH SWING GATE {TYP.} "W' SEE NOTE NQ. 2 FOR SLOPE UP TO MIN. ACCEPTABLE DEFLECTION COVER SEE NOTE BELOW OBSTRUCTION W ~ O NOTES: DUMPSTER DETAIL 1. WHERE SOIL CONDITIONS GAN NOT BE MAINTAINED AS SHOWN d ABOVE, PROVIDE APPROVED METHpD 4F CONSTRUCTION. CENTER FULL LENGTH QF PIPE ' , ~ AT POINT OF CROSSING 2N 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD, NQ7ES: ~ ~ o ~ 9. NEW SURFACING MATERIALSSHALLBECON5ISTENTWITH ~ WFa EX15TING AND SHALL HAVE LAPPED AND FEATHERED JOINTS {2" 1. THE DEFLECTION TYPE CROSSING SHALL BE USED WHEREVER ~ ~ MIN. THICKNESS}. POSSIBLE. ONLY UNDER SPECIFIC ORDERS BY THE UTILITY SHALL ~ ~ ~ THE FITTING TYPE CROSSING BE ALLOWED. ~ r-~~0 4. ALL ROADWAY RESTORATION SHALL COMPLY WITH THE 2. GONSFRUCT STANDARD CROSSING USING 759b OF ~ y~y 5 F G. LL RESPECTIVE GOVERNING AUTHORITY. MANUFACTURERS MAXIMUM JOINT DEFLECTION (MAX.). ~ ~ 3 w 5. MECHANICAL COMPACTIpN NOT ALLOWED BELOW THIS LEVEL. j~'1+y~ e. V UNZO 3. COAT TIE-RODS WITH A COAL TAR ENAMEL AFTER ASSEMBLY 0 w ~ ¢ BACKFILL AND COMPACTION IN ACCORDANGE WITH THE (2 COATS MIN.) OR PROVIDE STAII~.ESS STEEL TIE RODS. LL) ~ m o W CITY OF WINTER SPRINGS UTILITIES DEPARTMENT. 7. ALL COMPACTION REQUIREMENTS DETERMINED AT OPTIMUM 4. TIE•RODS MAY BE OMITTED WHEN OTHER APPROVED METHODS OF RESTRAINING ARE UTILIZED. MOISTURE IN ACGORDANCEWITH AASHTO T-99. W STANDARD UTILITY CROSSING - ~ TRENDH DETAIL DEI=LECTION TYPE W ~ ~ o ~raAVEO AREASy NTS Nrs ~ ~ ~ ~ C~ ~ ~ ~ ~ ~ ~LL a ~ ~ ~ ~ ~ ~C d~~~~ ~ ~ PROVIDE TRENCH SLdPE ~ lJ.) AS REQUIRED GRADE ~ ~ ~ ~ ~ W ~ tL ~ ~ w 9" MAXIMUM LAYERS OR f ~ ~ ~ DTHER APPROVED METHOD SEE NQtE N0.3 TO ACHIEVE 95% COMPACTION r"y/ ~ ~ ~ ~ MAINTAIN TRENCH 1L~J~ 11.E LL SANITARY SANITARY SEWER MAIN s~R nlniN WIDTH 2'-4"ABOVE }y 8" MAXIMUM LAYERS QR APPROVED 1 rig-tr' 10'-0" TOP OF PIPE ~ METHOD TO ACHIEVE 10(I°h COMPACTION WATER MAIN MIN' WATER MAIN MIN. M MAXIMUMWATERLEVEL 4"MAXIMUM LAYERS A C~ ALLOWABLE DURING ~ AT 100% CONSTRUCTION IS 12" IPE ` BI BELOW PIPE INVERT. 12" Q.D. 12" P 314" DIA, BEDDING ROCK OR TRENCH PEAROCK WHERE CONDITIONS WIDTH UNDISTURBED SOIL R 10'-0" 1 aa' REQUIRE. ~ MIN. MIN. J p.I.P. D.I.P. 1. WHERE SOIL CONDITION CANNOT BE MAINTAINED AS SHOWN ABOVE, W SEWER MAIN SEWER MAIN PROVIDE APPROVED METHOD QF CONSTRUCTION. zW ?.SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. IWInn ~ V 3. MECHANICAL COMPACTION IN ACCQRDANCE WITH THE CITY QF WINTER SPRINGS UTILITIES CONSTRUCTIQN STANDARDS. 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