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CC 1nI <br />U VU m <br />\ <br />\ <br />\ \ ; <br />r V <br />_row\ \ <br />\ <br />f! I f ii b D\ \ <br />EXiST1NC# FIRE <br />11 HYDRANT <br />FUR, t/2� <br />!! <br />EXISTING OVERHEAD ,,. �- � , . �� • ` ®P <br />ELECTRIC (iYP) r r ..ram' f\ �. �r i <br />I / 1 .__,,�•, a�-� _ r \r j XMIN <br />I \CCESS <br />I I i .•• PW <br />V \ <br />f +` �•E <br />APPR <br />f ! ! 13 f ! / ••.��•••./ K 7�"- WAST&AkR'SERVICE'iMATE LQCATION OF EXISTING <br />S", t'A <br />! 7 } / .coerlTtACTOg To vtw-Y LOCATION. <br />! f f 24 M.E.S. 16" �,/► • • T fi SITE AF�iD CONDITIOPi.PRiOR TO <br />INV. El= 1CIO.&1' F.P.P. 31 1800000•• " INSTAI_IA"OFPROPOSED <br />\ <br />1! f f o 1►' / F f WASt WATEF(•SER1t10E UK • <br />jfw <br />PROPOSED SIGN <br />s <br />I <br />: <br />7,453 SF ONE STORY BLDG Xro14 MIN FFE — 105.67 NAVD 88 t \ �' � <br />�. <br />I RIGHT IN 1 <br />RIG OUT <br />if g q <br />. :►£ A S t <br />/ <br />� � I T.O. '�' --- -- ..._ ..................... �.. •. <br />ff fl I " <br />--- — — <br />T. <br />loll <br />t <br />d. A <br />.+.q.•.•.r....r..-.ra�•..w-:.� r --� - rr: s r .i•i"+ - _ _ _ ....... __...._....�...__, 112 <br />N S"4d'�' 1M r .;,- yam.._.. .... _ g. <br />S. LINE.OF TRACT <br />/ " . i � a •ire i i i ♦ s•• • .•••.•err •.♦. .. • arm.•.•.". <br />} 1 !! 24 M.ES. (BENT), 0.89' N. "\ „ ____ F.I.R. 1/2 ; <br />I 11Ni/ ELF 98.3 4 0.50' SAND .M. 4� �.._ .. _ __.__.•.____._.,._._.__.........•..------------------ <br />g i ` P. o. C. <br />INTERSE"CNON OF S. <br />LINE OF TRACT 112 <br />1 t -t I .� :- `& W. R/�4y OF FORT <br />r .r' - - KING <br />RUAD <br />4 O .-.- <br />b, , " ..-__-__-_-__- <br />_ _ __ _ — <br />El�6, .S. INV. CL= 97.%2'Z <br />l t 24 M.E.S. INV. EL- 97.50' i <br />p ♦ `'� �' ' '" i PROPOSED <br />GRADE <br />EL 104.85 <br />a , N <br />C TOP = 101.90 <br />15" RCP <br />O STORM PIPE IE100.45 <br />a <br />SEWER PIPE a *TOP - 9B.Ox <br />*IE = 97.5± <br />*ELEVATIONS ASSOCIATED WITH EXISTING WASTEWATER PIPE <br />)- hJ ARE CALCULATED USING BEST AVAILABLE INFORMATION, <br />24 n M.E.S. INV. EL= 96. 51 ' CONTRACTOR TO LOCATE EXISTING WASTEWATER LINE PRIOR <br />M TO INSTALLATION OF PROPOSED WASTEWATER OR STORM <br />PIPES AND NOTIFY ENGINEER OF ACTUAL ELEVATIONS. <br />06 06 CROSSING #1 <br />NOT TO SCALE <br />EXISTING SANITARY TABLE <br />(SMNTARY k4NHOILE) <br />TOP Et- t05.55 <br />N. 11W/. EL- 96.15 <br />11NV. EL- 96.15 <br />W. 1NV. EL- 96.20 <br />T.B.M. 1 <br />S.P.K./DISK <br />ELEV- 105.05' <br />APPROXIMATE LOCATION OF <br />\ EXISTING WATER METERS AND <br />\APPRt)XI E LOCATI OF \ BACKFLOW PREVENTION DEVICES, <br />tP PasTm W ER METER AND r SOURCE OF IRRIGATION <br />1Wy KFLOW ON E r <br />! I EXISTING P a \ r <br />I RIGHT IN "' / �� ;1' P. Q.B. <br />F f ! RIGHT OUT ! PARCEL 1 \ \ Y \ k <br />F.P.K. NAIL/DISK <br />ACCESS ' INSTALL ` \ <br />LeAtvouT; v w d # <br />! CONNECT TO EXISTING <br />1f 1; ,. <br />WASTEWATER SEhVICt AT .� �� • APPROXIMATE LOCATION OF <br />EXIST1N�i INVERT ELEVATION. • EXISTING WATER SERVICE TO SITE <br />--T.B.M. 2 \ <br />ELEV= t 05,81 ' <br />!. !i `z l �. • w CUSSING #1 <br />I Q ,,,•,1 EXISTING OVERHEAD <br />4) 1 <br />, ' d �- < • <br />ELECTRIC7YP) PARCEL <br />t R s" <br />24 ALES. LB 7425 <br />NAtlsWASTEWATERbINV EL= 99.8t \ <br />! SERVICE TO BUILDING CONNECT PROPOSED Y WATER SERVICE <br />-J <br />Ca? 1.00'>Ir MIN. SLOPE TO EXISTING WATER SERVICE, <br />CONTRACTOR TO VERIFY LOCATION, SIZE \ <br />i i ` • (i ` w .. _ : - - a t'' - AND CONDITION PRIOR TO INSTALLATION \ <br />INSAI1. trLEANOUT <br />OF PROPOSED WATER SERVICE LINE \ <br />r}# I l f fi" WATER SERVICE <br />O 1 1 d A } , TO BUILDING e <br />WATER AND WASTEWATER <br />• PROPoskD SIN. � i • <br />SEE SARCCHIITEcrulU PLANKS 1 <br />!� d F.I.R. 1/2" FOR CO"NUATION ` <br />Zvi if 1! y <br />24" M.E.S. t <br />{� ) INV. EL= 9&411 "' J r <br />UTILITY LEGEND <br />SAN <br />SANITARY SEWER <br />IS <br />PROPOSED CLEANOUT <br />® <br />EXISTING WATER METER <br />Ix <br />EXISTING FIRE HYDRANT <br />m <br />EXISTING WATER VALVE <br />so <br />EXISTING BACKFLOW PREVENTION DEVICE <br />WATER ip <br />MAIN I rn <br />vi <br />N <br />4S DIP ELBOW <br />0' 20' 40' <br />SCALE: I" = 20' <br />FINISHED GRADE <br />STORM OR <br />SANITARY <br />SEWER PIPE <br />" I �:i <br />00 THMETHOD TOO BE USED <br />WHEN INSUFFICIENT COVER <br />EXISTS TO ALLOW WATER <br />MAIN TO CROSS ABOVE <br />SANITARY SEWER LATERAL <br />WITH 18" VERTICAL <br />SEPARATION AND MAINTAIN <br />36" MIN. COVER TO <br />FINISHED GRADE. <br />WAITCROSSING DETAIL <br />Lu <br />SERVICE LATERAL NOTE: <br />IT IS THE RESPONSIBILITY OF THE CONTRACTOR DURING THE INSTALLATION OF ALL SERVICE LATERALS <br />(SEWER AND WATER) TO COORDINATE ALL VERTICAL CLEARANCES/CONFLICTS WITH EXISTING AND <br />PROPOSED PIPING, CONDUITS, AND SOFT U ILMES (EXISTING AND FUTURE). <br />EXISTING UTILITIES NOTE: <br />CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING <br />UTILITIES AND SHALL NOTIFY THE ENGINEER OF ANY DEVIATION FROM THE PLANS PRIOR TO PROCEEDING <br />WITH ANY PROPOSED CONSTRUCTION. <br />DATUM NOTE: <br />ELEVATIONS ARE BASED ON NAVD 1988, AS <br />PROVIDED BY EXTREME_ SURVEYING OF FLORIDA, INC. <br />NAVD'88 TO NGVD29 CONVERSION = <br />NAVD'88 + 0.85' = NGVD'29 <br />UTILITY NOTES: <br />1. CONTRACTOR TO NOTIFY ALL UTILITY COMPANIES FOR EXACT LOCATION OF UNDERGROUND UTILITIES <br />PRIOR TO CONSTRUCTION. <br />2. CONTRACTOR RESPONSIBLE FOR ALL UNDERGROUND CONDUITS AND WIRING TO SIGNS AND LIGHTING. <br />3. SEE ARCHITECTURAL/MECHANICAL ENGINEERING PLANS FOR FIRE PROTECTION DESIGNS AND <br />SPECIFICATIONS. <br />4. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF ALL <br />UTILITIES. EXISTING UTILITY LOCATIONS SHOWN ON PLANS ARE NOT EXACT OR GUARANTEED. <br />NOTE TO CONTRACTORS: <br />BEFORE BEGINNING SITE WORK, THE CONTRACTOR IS REQUIRED TO FIELD VERIFY THE EXISTENCE AND <br />LOCATION OF UNDERGROUND UTILITIES AND OTHER FEATURES. THE CONTRACTOR MAY CONSULT THE <br />UTILITY OWNER'S RECORD DRAWINGS, BUT THE UTILITY OWNER AND THE ENGINEER DO NOT <br />GUARANTEE, BY IMPLICATION OR OTHERWISE, THE ACCURACY OF THESE UTILITY OWNERS RECORD <br />DRAWINGS. SITE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR ANY MODIFICATION REQUIRED <br />OTHER THAN SHOWN ON PLANS. <br />Sunshine8l�i,com <br />V_ <br />V_ <br />V_ <br />rr•,,0,maoT. <br />lcoEffiHi <br />acw>-cn-Oztn <br />cc <br />V_ <br />GC7mwz <br />�gw o 9it <br />0 _3 <br />p <br />LU <br />I- <br />IL <br />d Y <br />a <br />a�q o� <br />Zbzwb- <br />�c�°`0. 0 <br />a V <br />O <br />w <br />a <br />0'r3 <br />a <br />D <br />H <br />E <br />T <br />0 <br />k <br />0 <br />N <br />1� Q <br />V ¢ °C <br />Q Ol N <br />cc CID o0 <br />�w y U <br />�m �00a: <br />aZ N C6 WCC <br />c)me' �tGo 0 Mav X<> <br />ON G_ C9 a. LA- <br />, z <br />Zt11 <br />Z <br />z O z � <br />wZ►a--> <br />z <br />a N <br />z z "� <br />v <br />V <br />LL <br />a <br />J <br />W <br />tr o <br />a <br />M <br />x <br />21 <br />