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<br />', TREE
<br />12' PALM
<br />'NEEPAZ
<br />_
<br />�e W Il 3 V08' P) 143,0,
<br />E E,, a CPP)=143.10
<br />INV ELCV�15" CPP)=143,11
<br />yf I n TIP EV-14B.72
<br />l BOTMM FLEV-1 ,15
<br />® d $
<br />I \ PE E 1 {
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<br />1-1 TOP CF UD
<br />I
<br />NE INV ELE & PvE -1 7 SS 1d
<br />I to its]u r-w8l $ 137 31
<br />S INV E
<br /># I V(8` I I
<br />l INV ESE. a5 CPP 143.34
<br />y I
<br />V EL V�1 a C�PPI)ffi 14141f
<br />TOP MLEV147.1 I 1
<br />1; ���OTTOME
<br />SUNTRUST
<br />pIpGOSS1V p/Y1 ; yi ,€.S.y.' y
<br />0 y § t3O 6"PVc 145.46' T DITIDN U
<br />TOP MNG 15" 1 3,142 SLw.
<br />.0.20" SAPtITAR EANOUT
<br />s�NiTARIou „r Tay 14T.71' fs V, 148,30
<br />f TOP ELEV•1 .77' 45.W [ }
<br />iNV Fa.1
<br />a ) LF 6"17 O 1.71X
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<br />TOP ELEIV-1-0,45
<br />\ W INV ELEV(16 Rr P)-140.89 � ?� � ARY Ct c E
<br />BOTTOM QEV-140:33 l . r�„ aEV-145.77'
<br />TOPS OF UD E1 V 114a:s5 TOP. 47.66'
<br />N INV F3.EV(B" PVC)-137- a ANC t
<br />> i ATER 5Eiivl
<br />E INV ELEV(Iz" PVC) 137.H7 t I € r-,,7 00"NN CiION
<br />S INV azv(s- Pvc)_137.3a 161
<br />aSM
<br />a
<br />Y IW INV EI E PVC)?3.9 s 1
<br />�� �, � �'�.�, i tl��� � ' i• " PVC)�13S.1B 1 �; _� �
<br />SEA I �1 i ►
<br />I
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<br />3I STi'aH W INV ELEV(15- CPP)-;44.13
<br />` t TOP EIF 147,60 SOTTOM ELEV-1 f t j
<br />IN INV LEV(1 `° PP) 14 .E3 a 1" P(it.YMYtENE t•r i x
<br />X NV F19W,13' C'PP)=143:6.3
<br />DE TAIL I A TOP ELEVV=170
<br />I
<br />I
<br />TCV° VXV-4E.O9 ..
<br />E €htV EL V(12 PVC) 142.75
<br />S INV ELEV(15 RrP); 42 07 1
<br />BOTTOM ELEV-; 41.8E
<br />I
<br />"w 1 NW INV EI i pia GPP) I43_€J4
<br />9 E INV E€.EV(13' CPP) :144,02 -
<br />r +. S BOTTOM EV 14143 <„ I K wV E15%2 z PP)-12 i 'WV
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<br />Ilk
<br />CRAPE MITLE
<br />TREE
<br />V, STMH
<br />ma CRARV
<br />TOP ELEV
<br />�m. I S INV EMV(15- '24$CPP) 37.40 1
<br />-,Y rs YsOTit'M �L17.€17
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<br />DETAIL "A"
<br />in�ATE TOP EL.EV 14S.B5
<br />N INV ELEV(S' PVC)-14.91
<br />x S INV EL :V�£ PVC} `142.OA
<br />BOTTOM Ev 1 , 21
<br />E BOTTOM (FULL. OF MRT)
<br />rX1" Mum
<br />STH
<br />r ELv=137.2e
<br />¢ N. INV ELEV 15" 4 a P 1.
<br />E INV E EV(15"x,30'CPPj-.127:48
<br />1 BOTTOM E1 V-127.34
<br />I
<br />CONNECT 'TO EXISTING WATER STUB -OUT, CONTRACT13R SMALL CUIORIIINATE
<br />CONNECTION WITH CITY OF Zvi ; €YRI41ILL ,
<br />INSTALL A 1' DOMESTIC VATER MFT"I"R W f V RRZ BACKFLDW PREVENTER.
<br />CONNECT TO EXISTING SUB BUT AND INSTALL A IRRIGATION DETER AND I.
<br />RRZ BACKFLOW PREVENTER WITH V STUB—CLIT FOR IRRIG T°IMP.
<br />II
<br />RR P ISEII I' POLYETHYLENE WATER SERVICE LINE,
<br />MAP OF SURVEY
<br />RECORD SURVEY
<br />SECTION 34, TOWNSHIP 25 SOUTH; RANGE 21 EAST
<br />PASCO COUNTY, FLORIDA
<br />0 10' 20' 40'
<br />SCALE: 1" = 20'
<br />I{ �v Legend
<br />PR9PIaSED WATER SERVICE CONNIECTION PAINT AT UILDN�, (REFER O
<br />ARCHITECTURAL PLANS FOR . CONTINUATION).-
<br />APPROX. - Appr do Conditioning Unit RR - Radius
<br />Reinforced Concrete Pipe - ��Cos er
<br />B REC - Recovered Gp - Gas Marking or Flag
<br />�m w SFP - Sock Flow Preventor
<br />RNG - Range
<br />8M -Ranch Mark R/W - Runt-M-Way r4 - Cas Volvo
<br />�€SANMAnY SEWER LINE SCHEDULE BOB - Beacom of Hank RRS - Railroad Soft ® .Goa Meter
<br />BOC ^ Borin of Carp S -Sanitary Sena Service (uGS) ® - Can Monhols
<br />REFER TO SHEET C•- & C��- .1 FOR CITY Y O
<br />/E HYRHiLLS STANDARD UTILITY DETAILS, "-0- - Cable Television service: (UGS) Sp0 - state one Coordinate system %a - Guy Anchor
<br />(C) - Calculated Dimension SRD - State Road Department - Handk� Pakilg Space
<br />i C - Chard. DHmalnce ST - Storrs Sewer Service (UGS) p -iron Handicap
<br />pipe par
<br />1! µ OM - Concrete iAomnnont �_ _ & - Iron Rod OR)
<br />I CM&D - Concrete Monument with auk _T - jdepphone Service (UGS) Irrigation vaive
<br />CONNECT O EXISTING � &'ir SEIWER SERVICE LATERAL WITH, AN IRL INE 6' CMP G�ed mod Pipe
<br />WYE AND CLEAN OUT AT INV. `L C AND i`PiEN RAISE TO INV, I4I s ODA a of Anthorixotion TBM - Temporary Bench Mork ai,E ^ Light Pole
<br />CONC - Concrete TD - Tangent Oistarroa Q - Manhole
<br />CPP - Corrugated Plastic POO TOB - Top of Bonk
<br />g D_ TWP ^ Towookip �i - Meta Right Pate
<br />I' L, Ian `,C, 1.71 (0) - Deed and/or Described Dimension (TYP) - Typical ( - Metal utility Pole
<br />-Degree of Curvature - Monitoring Well
<br />30 g 1N`" I . D T Delta ` UGS - Underground service f - More or Ross
<br />W g E W/ CL AN BUT, V_ Hall
<br />j DIP - Ductile Iron Pipe y Pipe ® - Nall � Disk (N&D)
<br />DH Drill. Hate f yCp _ vitreous Clay
<br />DDT - Deportment a Tranaportatlon W t - Property we
<br />_P 11". 0 L ' P,V,C, LM .8---W--- Water Service (UGS) A — Railroad spice (Rts)
<br />L •_ €/MEC _ Electric
<br />service (UGS) - Sewer Masking or Fkng
<br />ELJ£RES+J - Elevation _S 1JtY ilLl ( - Sewer Manhole
<br />EDSANITARY SEWER CONNECTION POINT, LIMIT OF CIVIL DESIGN. EDP — Eire of Pavement _ Asphalt Area � —sewer vava
<br />(+/-- 5' OUTSIDE OF LI3C,) F�---- As
<br />CLEAN OUT INV 142,40 (REFER TO ARCM/MEP PLANS) FHB — Field BoU�oil�s� twal�It ttie- Bank Flow Proventer � _ sign t
<br />FF - Finished Floor h Mark ® .- Telephone Pedestal
<br />Found ® - slow -Off -valve
<br />g - Code Television Box H " Telephone Marker{ - High Density Polyethylene Pipe - Cable Television Matter To - Telephone Marking or Flag
<br />I
<br />My - - Cable Television Marking or Flag ® - Telephone Manhole
<br />IP iron pipe - Contar". -ftft stral Vault
<br />0IP&C
<br />Iron - � with cap^ Chiseled Cross Vaive
<br />iRIron R
<br />IRL C iron Rod with cap iK - CtiI1U5 -Water Lire Marker
<br />- Concreteoncrete Right Pole - Water Marking or Flag
<br />^ Concrete Merwrna,t (cat) � -Water Manhole
<br />LH ^ aen< Business �•{ - Concrete Utility Palo
<br />LS - Liconeed Surveyor M ® - water Meta'
<br />- Concrete Area - Water Volvo
<br />MB - Map Book - Contra Pane
<br />MEs - Mttered End Section Wood Light Pole
<br />IV j`` '� - Covered Area
<br />NAD - Hair and Disk p - Delta (Central Angle) -Wood Utility Pole
<br />N&F - Hall and Flamer
<br />NAVD - North' Ame•k:an vertical datum -
<br />NM Drainage Melbas -Oat Tres + Size
<br />NM - National Ceodi ttc vetkd Datum 0 - OM Hole {ON)
<br />0— ® - sectrk Meter - Piro Tree + size
<br />--GHW—- Overhead Wire' y
<br />�+ Oflicie Records Book m - Electric Box =r - Palen Tree + Size
<br />GRAPHIC SCALE P) IV - -Plat Dimension Electric Manhole �y
<br />( - Plat Bode
<br />0 go - Electric lira MaV ker - Citrus Tree + Size
<br />PC -Paint of curvature so - Electric Marking or Flag
<br />F µF PCP - Permanent Control point }0 - Filter Optics Cale Maker - Ornamental Tree + Size
<br />PK&O - P.'k r-Kdon Nag with disk F*g - Fiber Optics Marking or Flag -
<br />PRS - Professional rand Surveyorshrub
<br />1 INCH n FEMET POB Pint of Beginning ;4 - Fire valve
<br />POC - Point of canmencenont
<br />PRC - Pout of Reverse Curvature - Fie Hydrant Aesop_ Spot Elevation (Fast)
<br />PPRRMM - PPerman nt RSurveorc er, - Flood Light {
<br />1 PT - Point of Tauganay�per FV#a - Force Main Marking or Flag txx> - This Commitment line Number
<br />€ PVC Polyvinyl CFiloide Pipe
<br />SUJ?VEYUR'S NOTES.
<br />1) This is not a boundary survey.
<br />2) The purpose of this record survey is to delineate the horizontal and vertical data of
<br />the water and sanitary lines as constructed by GRADE —A —WAY.
<br />3) Only that portion of the survey drawing depicted in bold text and notations are part of
<br />this survey. The lighter background text and notations are for reference purposes only
<br />and is not part of this survey.
<br />4) Peripheral and background information is based on sheet G-7 of Composite Utility Plan
<br />prepared by CPH, Inc., Job #S13352, Revision 2, dated 1 /27/17 and is shown for
<br />reference purposes only and is not part of this survey
<br />5) Elevations are based on site benchmark #1: being a PK Nail and Disk, stamped "BM LB
<br />#7143", elevation=147.54', and site benchmark #2, being a PK Nail and Disk, stamped
<br />"BM LB #7143", e4evation=147.35', shown on sheet 2 of ALTA/NSPS Land Title Survey
<br />prepared by CPH, Inc., Job #S13352, dated 6/22/16, 'National Geodetic Vertical Datum
<br />1929 (NGVD 29).
<br />6) The underground utilities, features, pipe sizes, materials, fitting labeling and
<br />measurements to top of features are based on field markings (PVC stand pipes,
<br />stakes, etc.) and/or information provided by GRADE —A -WAY and represented hereon
<br />based on the horizontal and vertical location of said markings and information as field
<br />surveyed. Therefore, the undersigned cannot and will not certify to the accuracy or
<br />completeness of the utilities, features, labeling and depths of cover shown hereon
<br />unless uncovered for visible observation.
<br />7) Additions or deletions to this as —built survey by others is prohibited without written
<br />consent of the surveyor in responsible charge.
<br />8) Underground pipe/improvement information Is based on survey data collected at each
<br />structure. The completeness and integrity of the underground Improvements is not part
<br />of this survey.
<br />GRASS ELEV. ±147,90
<br />2,61' V
<br />EXIST,15� C,
<br />145,26±
<br />EXIST, 15" CPP
<br />0, P CLEARANCE
<br />�
<br />OP 14 ,6
<br />INV, 142,10+
<br />r r PVC SANITARY SEWER)
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<br />ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
<br />ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
<br />PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
<br />TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
<br />THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
<br />PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
<br />OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
<br />SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
<br />SOLE RiSK AND WITHOUT LIABILITY OR LEGAL
<br />EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
<br />SHALL INDEMNIFY AND HOLD HARMLESS PENNON]
<br />ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
<br />EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
<br />PROJECT GRDA1701
<br />DATE 2018-02-13
<br />DRAWING SCALE 1 "=20'
<br />DRAWN BY BZ
<br />APPROVED BY RFD
<br />V=1 001
<br />SHEET 1 OF 1
<br />
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