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Western Reserve Area Utilities - Bid #04-ES-01City of EDGE VATE];0 Volu'sta County, Florida =1111 � �� 1� �Illlu Iltll� �y�1 0,,UENTIN 1�-11111Illltl �.� . . . .�.. L 1: CINIIII �f1uL �� I �i... SCALE: 1-- = 1,5UU F 1. WESmER.N qE8EQVE APEA UTILITIES BID No. 04soESmoOl I N D E X 1 COVER SHEET -INDEX -LOCATION MAP 2 KEY MAP 3 PLAN 4 PLAN 5 PLAN 6 PLAN 7 PLAN 8 PLAN 8A PLAN 9 PLAN 10 PLAN 11 PLAN 11A PLAN 12 PLAN 12A PLAN 13 PLAN � 14 PLAN 15 PLAN 16 PLAN 18 EASEMENT N0. 1 19 20 EASEMENT EASEMENT NO NO 2 3 21 JEASEMENT NO 4 22 EASEMENT NO 5 23 EASEMENT NO 6 24 EASEMENT NO 7 25 EASEMENT NO 8 26 EASEMENT NO 9 27 EASEMENT NO 10 28 REGIONAL PUMP STATION 29 PUMP STATION AT WATER TREATMENT PLANT 30 PUMP STA110N ELECTRICAL 31 STANDARD DETAILS -WATER 32 STANDARD DETAILS -FORCE MAIN -MOT PLAN JANUARY 2004 RICHARD W. FQtNAND¢, P.E. 14722 MARK A HAMPTON, P.E. 27397 BRADLEY T. BWS, P.E. 47130 DAVID A KING, P.E. 50609 ANDREW M. GUWNINI, P.E. 48801 FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER: 626 FAX 366 761- 3977 P.O. DRAWER 290247 PORT ORANGE, FLORIDA 32129-0247 366 761-6810 CONSULTING ENGINE�IZS PORT 012ANGE, f 0 A Record Druwm�mgxll m Q LO 0 0 N LO N SHEET 1 OF 32 F P & L SHEET L 0 Z ,jjMAIN'�- ]EASEMENT 71 (EASEMENT 51 (EASEMENT 31 QU_ENTIN L. HAMPTON ASSOCIATES, INC. CONSIII,TING ENGINEERS FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER: 626 10/03 FAX 904 761-3977 DATE I P.O. DRAWER 290247 PORT ORANGE, FLORIDA 32129-0247 904 761-6810 CITY OF EDGEWATER E� io E\MAIN P % L WESTERN RESERVE AREA UTILITIES 0 AN ALE: Y1 " = $00 FT IJ�R 1 SN�jPN R PERMIT REQUIREMENTS: 0 1.) THE PROJECT PLANS REQUIRE THE CONTRACTOR TO MAINTAIN 10 FEET OF HORIZONTAL SEPARATION WHENEVER POSSIBLE. THE MINIMUM ACCEPTABLE SEPARATION IN BETWEEN THE PROPOSED FORCE MAIN AND THE EXISTING WATER MAIN IS 6 FEET MEASURED OUTSIDE PIPE TO OUTSIDE PIPE. 2.) THE DETAIL REFERENCE ON SHEET 6 REFER TO ENVIRONMENTAL ONE TYPE PUMP STATION. 3.) AIR RELEASE VALVES SHALL BE INSTALLED AT ALL HIGH POINTS IN THE FORCE MAIN. A HIGH POINT IS DEFINED AS AN ELEVATION CHANGE GREATER THAN 20 INCHES ON THE 10 INCH MAIN AND 24 INCHES ON THE 12 INCH MAIN. 4.) IN LINE VALVES SHALL BE INSTALLED IN THE FORCE MAIN. THE MAXIMUM DISTANCE BETWEEN VALVES SHALL BE 2,000 FEET. KEY MAP ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL GOVERNING STANDARDS, SPECIFICATIONS, REGULATIONS AND PERTINENT DOCUMENTS. 1) UTILITIES & STRUCTURES AS SHOWN ON PLANS HAVE BEEN LOCATED FROM AVAILABLE RECORDS, BUT IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE LOCATION OF ALL UTILITIES AND STRUCTURES TO BE ENCOUNTERED IN THE WORK AND TO AVOID CONFLICT WITH EXISTING FACILITIES. 2) THE OWNER SHALL NOT BE HELD RESPONSIBLE FOR INACCURACIES OR OMISSIONS IN THE LOCATION, ELEVATION AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER EXISTING FEATURES. 3) THE CONTRACTOR SHALL CONTACT THE ENGINEER'S OFFICE IMMEDIATELY ON ANY CONFLICTS ARISING DURING CONSTRUCTION OF ANY IMPROVEMENTS SHOWN ON THESE DRAWINGS. 4) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO AND REPLACEMENT OF EXISTING UTILITIES. REPLACEMENT SHALL BE TO THE COMPLETE SATISFACTION OF THE ENGINEER. 5) THE CONTRACTOR SHALL PRESERVE FROM DAMAGE ALL PROPERTY ALONG THE LINE OF WORK, OR IN THE VICINITY THEREOF, OR IS IN ANY WAY AFFECTED BY THE WORK THE REMOVAL OF OR DESTRUCTION OF, WHICH IS NOT CALLED FOR BY THE PLANS. WHEREVER SUCH PROPERTY IS DAMAGED DUE TO CONSTRUCTION ACTIVITIES OF THE CONTRACTOR, IT SHALL BE IMMEDIATELY RESTORED TO ITS ORIGINAL CONDITION BY THE CONTRACTOR AT NO COST TO THE OWNER. 6) THE CONTRACTOR SHALL PROVIDE FORTY-EIGHT (48) HOURS NOTICE TO THE VARIOUS UTILITY OWNERS PRIOR TO CONSTRUCTION. 7) ALL UTILITY OUTAGES SHALL BE COORDINATED WITH AND APPROVED BY THE SUPERINTENDENT OF THE DEPARTMENT AFFECTED, PRIOR TO OUTAGE. 8) THE CONTRACTOR SHALL CONDUCT HIS WORK AS TO INSURE LEAST POSSIBLE OBSTRUCTION TO TRAFFIC AND INCONVENIENCE TO THE GENERAL PUBLIC AND THE RESIDENTS IN THE VICINITY OF THE WORK AND TO INSURE THE PROTECTION OF PERSONS AND PROPERTY. NO ROAD TO BE CLOSED TO THE PUBLIC EXCEPT WITH THE APPROVAL OF THE ENGINEER AND THE PROPER GOVERNMENTAL AUTHORITY. 9) THE CONTRACTOR SHALL EMPLOY A LAND SURVEYOR, REGISTERED IN THE STATE OF FLORIDA, TO REFERENCE AND RESTORE PROPERTY CORNERS AND LAND MARKERS WHICH MAY BE DISTURBED BY CONSTRUCTION AND TO ASSURE ACCURATE HORIZONTAL AND VERTICAL CONTROLS DURING CONSTRUCTION. 10) THE CONTRACTOR SHALL DO ALL THAT IS POSSIBLE TO AVOID TREES, PARTICULARLY TREES 6" DIAMETER OR LARGER. NO TREE SHALL BE REMOVED UNLESS IN DIRECT CONFLICT WITH CONSTRUCTION AND DESIGNATED FOR REMOVAL BY THE ENGINEER. 11) THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EFFECTIVE DRAINAGE AND EROSION CONTROL DURING CONSTRUCTION AND RESTORATION. TEMPORARY PROVISIONS SHALL BE MADE TO INSURE THE PROPER FUNCTIONING OF ALL GUTTERS, SEWER INLETS AND DRAINAGE DITCHES. 12) RIGHT-OF-WAY RESTORATION IS TO BE CONDUCTED CONCURRENTLY WITH CONSTRUCTION AS DIRECTED BY THE ENGINEERS. THE ENGINEER SHALL HAVE AUTHORITY TO SUSPEND CONSTRUCTION WORK WHEN RESTORATION IS NOT BEING ADEQUATELY PERFORMED. ALL DISTURBED AREAS ARE TO BE RESTORED TO PRIOR EXISTING OR BETTER CONDITION. 13) THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN ALL NECESSARY TRAFFIC CONTROL AND SAFETY DEVICES IN ACCORDANCE WITH THE "U.S. DEPARTMENT OF TRANSPORTATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" AND THE LATEST "FLORIDA DEPARTMENT OF TRANSPORTATION ROAD DEPARTMENT STANDARDS." 14) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND THE CONTRACTOR'S EXPENSE TO PROVIDE THE CONSULTING ENGINEER WITH "AS -BUILT" DRAWINGS OF CONSTRUCTION. DRAWINGS SHALL CONTAIN SPECIFIC LOCATION OF ALL WATER MAINS, FORCE MAINS AND RECLAIMED WATER MAINS, VALVES AND SERVICE. 15) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER APPLICATION OF THRUST RESTRAINT SYSTEM TO PREVENT MOVEMENT OF PIPE AND FITTINGS. 16) NO FLANGED PIPE SHALL BE INSTALLED UNDERGROUND UNLESS SPECIFICALLY NOTED ON PLAN OR IN SPECIFICATIONS. 17) PIPE BEDDING SHALL BE CLASS I SOIL COMPACTED IN 6" LAYERS TO A HEIGHT OF 18" ABOVE PIPE, 12" LAYERS ARE ACCEPTABLE FROM 18" ABOVE PIPE TO FINISH GRADE, COMPACTED TO 98% OF MODIFIED PROCTOR DENSITY. (AASHTO-T-180) PIPE TO BE LAID OF FIRM FOUNDATION. 18) COMPACTION TEST TO BE TAKEN AT POINTS ONE (1) FOOT ABOVE PIPE AND TWO (2) FOOT VERTICAL INTERVALS TO FINISH GRADE AND AT HORIZONTAL SPACING OF THREE HUNDRED (300) FEET. 19) ADEQUATE EXCAVATION, SHEATING, SHORING AND BRACING SHALL BE PROVIDED AND SHALL CONFORM TO CONSTRUCTION REQUIREMENTS AS SET FORTH BY THE FEDERAL DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION. 20) PROVISIONS FOR DEWATERING SHALL BE MADE TO KEEP GROUNDWATER ELEVATION A MINIMUM OF 6" BELOW THE PIPE BEING INSTALLED. 21) LENGTHS OF PIPE ARE APPROXIMATE ONLY AND EXACT LENGTH ARE TO BE DETERMINED IN THE FIELD. 22) WATER/RECLAIMED WATER PIPE TO BE N.S.F. APPROVED FOR POTABLE WATER USE. 23) WATER/RECLAIMED WATER LINE TO BE HYDROSTATICALLY TESTED, FLUSHED AND BACTERIOLOGICALLY CLEARED IN ACCORDANCE WITH D.E.P. REQUIREMENTS. 24) DOUBLE STRAP/CORPORATION STOP, POLYETHYLENE TUBING AND CURB STOP REQUIRED FOR TESTING. NUMBER AND LOCATION/D.E.P. AND CITY REQUIREMENTS. 25) ALL DRIVEWAYS TO BE REPAIRED TO EXISTING OR BETTER CONDI710N. ASPHALT DRIVES TO BE SAW CUT AND REPAIRED. OVERLAY DRIVEWAY FROM EDGE OF ROAD OR BACK OF CURB TO RIGHT OF WAY LINE. CONCRETE DRIVE TO BE REPLACED FROM EDGE OF ROAD OR BACK OF CURB TO RIGHT OF WAY LINE AND/OR NEAREST CONSTRUCION OR EXPANSION JOINT. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE A REVIEW OF THE SITE TO DETERMINE EXISTING CONDITIONS AND ANYTHING NOT SHOWN ON THESE DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND SHALL NOT CONSTITUTE AN EXTRA UNLESS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS AND OTHER FEATURES AFFECTING HIS WORK PRIOR TO CONSTRUCTION. UTILITY OWNERS: CITY OF EDGEWATER 904 424-2460 BELL SOUTH 904 257-7935 TWC CABLEVISION 904 788-9451 FLORIDA POWER & LIGHT 904 254-1541 PEOPLES GAS 904 253-5335 VOLUSIA COUNTY 904 257-6000 D.O.T. (904 736-5010 Record Drawing JANUARY 2005 JRB RICHARD W. FERNANDEZ, P.E. 14722 MARK A. HAMPTON, P.E. 27391 BRADLEY T. BLAIS, P.E. 47130 DAVID A. KING, P.E. 50609 ANDREW M. GIANNINI, P.E. 46601 DESIGNED RWF DATE 9/03 SCALE AS SHOWN JOB NO. SHEET NO. DRAWN TS DATE 9/03 2 CHECKED RWF DATE 9/03 APPROVED -- DATE -- A TS ADDED NOTES PER DEP COMMENTS NO BY REVISIONS VOLUSIA COUNTY, FLORIDA NOTES OF 32 <1 ate.= CIr � 1] x x- REPAIR UNPAVED ROADWAY AS REQUIRED PROPOSED 20' PERMANENT UTILITY EASEMENT (TYPICAL) GRAPHIC SCALE N H 0 L 50 G 25 5o 100 TOP EL PRepeS:.G 5.42%� INV 11.16 PROPOSED I FEET } 20TEMPORARY 1 inch = 50 ft INVERT INACCESSIBL UTILITY TH PLUG a EASEMENT REPAIR/REPLACE (TYPICAL)] FENCE AS REQUIREE 1+35.03 THIS AREA FM T ❑ Y EN 0 4+12,01 >< C; 0o FM TOP 22.01 FENCE 37 o FENCE 39' 3,5'C❑VER END 0.9 0 3+00 GATE 3 4+0 S87'23'34"W 714.13' s.;, ,:.•:,�_r �;; r�_ :ce�'3.:,::e:...;.�s' ;sr -t_ rim ri • -- r� - - =`' 87'23'34"W + 714.12' 0+44,96 b "` 2 45° BEND T PC 2. 4 2 - - - - - x x x= x x x x x x x x x x x x x x n';4Y,i"x5 o o .o :.* B4aY,Y',^.7. :•yl. s91i n ti o 6e. f � FITTINGSREPAIR FENCE yPRO unur4 EASE T -10" 45' BEND "W +24.7 AS REQUIRED 45° BEND END TOP 21,88 �.2'C❑VE 2 0 4.9• LF PV @ 0.40% LF 10" PV @ 0.407o PLUG INV. 11.04 NVERT INACCESSIBL PLUG 20 +8 10" PV @ 0.40% PLUG INV. 11.04 NVERT INACCESSIBL :�) H PLUG FIR9P8SED U M P STATI O SEE SHEET # 2 X0+74.19P =25.0 ELEVATIONS BASED ON USC&GS MONUMENT 195 71 A10 RM NO. 1 PUBLISHED ELEVATION= 25.93' NGVD 1929 SITE BENCHMARK #1 ELEVATION= 25.47 NAIL AND WASHER WITH TARGET SITE BENCHMARK #2 ELEVATION= 24.82' NAIL AND DISK LB 3019 SITE BENCHMARK #3 ELEVATION= 27.42' NAIL AND DISK LB 3019 FITTINGS 2-10 45' BENDS 'WI 7+06.0 C45* BEND ❑P 20.12 .0'C❑VE 5+00 6+00 - - ---- - --- - - 0 u� to X X X �7�093-- X X X 2 PROPOSED 40' PERMANENT UTILITY EASEMENT (TYPICAL) - ets rri + 8+00 + CLEAR AS REQUIRED (TYPICAL) SEED AND MULCH ALL DISTURBED AREAS. (TYPICAL UNLESS SHOWN FITTINGS OTHERWISE) 2-10" 900 BENDS LF 2L," PVC IT RC E M A I N _) lc1531 EASEMENT *I 2+12.43 90° BEND 5 6P c` 11+70.48 90° B1l99END 1; 9+35.62 �PC❑V FM TOP 20.95 B S85`47'17" W6 EP 30' 362.50' - r:••�� }� - �• - 11+00 9+00 _10+00 _ - -- --� - 09fr RAWWATER N84'28'56"E 102.26' FOUND CM / VOL CO ASPHALT PAVEMENT 1991 GPS .l +.? .i...�.k_-: .R�,' _ t'' r+✓.�...a k.a .i �. � t_. +..- +0 SITE BENCHMARK # FORCEMAIN FOUND p 5/8" IRC � 2599 VP k 3,W c� 1 •£ 7. r �T _ a 1 g _ t: { .r { i �- �yy.�:%st .�_.a _,� �+ ..� t'� ., J ;� � ,;`. =�.: {..0 ..�,Eg•..f^..t...i A 3�. s ice.. Jt �.: ° Ff'7� .i+y.9 =2..� +e3 F T'�, BOOK p v �. �i• •.1 �.� Y � 9 7 •j �,ai 53' 8 o� P Z ROPOSED �Z n 1 20 TEMPORARY 1 UTILITY PROPOSED � 20' PERMANENT EASEMENT (TYPICAL) UTILITY FM iT❑P 323 63 0 1 o1"w __--f EASEMENT 3,0 COVER •4> s�5 ° �� 6,5' 61 17 TYPICAL FENCE 11' 22q.17 16 S86 47'27"W ) +OQ 575•01'01' W 368.69' 0 16 Lq 4.3T 15+05°01'p1„�1 - S86'4727" 5 332.81' 1 RIGHT OF WAY 13+00 14+00 FOUND 5/8" IRc 15+84.50 N FDOT FM TOP 22.97 O3,5' COVER g' S8 Q FENCE 11' 0 �2A=-F��4W-WA70 RAW WAMR - - END STATE ROAD #9 (1-95) RIGHT OF WAY DESCRIPTION NO,# TO TIE TO TIE TO TIE TO TEMPORARY END END TO GATE 3= 238' FENCE = 39' 45°BEND B1 TO EDP 1= 38' FENCE 2= 44' GATE 3= 337' 45°BEND B2 TO I EDP 1= 35' FENCE 2= 71' GATE3= 357' 90°BEND B3 TO EDP = 31' EDP 4 = 69' EDP 1= 418' 90°BEND B4 TO EDP = 73' EDP 4 = 109' EDP 1= 425' 900BEND B5 TO EDP 6 = 86' FENCE 5=291' FENCE 7= 15' 45°BEND B22 TO MH =133' FENCE=38.39' LIFT STATION=149' 45°BEND I B23 TO MH = 88' FENCE=31,23' LIFTSTATION=51' STATE ROAD 442 S87'22'39"4V -FOUND 5/8" IR NO ID FOUND 1" IP NO ID ATIONING IS BASED ON THE CENTERLINE OF PIPE. 589.55' x I - m ABBREVIATIONS: I o+ TOP = TOP OF PIPE W/L=WATERLINE d INV. = INVERT WV = WATER VALVE MH = MANHOLE FH = FIRE HYDRANT N � SEED AND MULCH ALL EL. AND ELEV. = ELEVATION W.M. = WATER MAIN N CLEAR AS REQUIRED T.C. = TOP COVER S.D.= STORM DRAIN / o V MATCH LINETYPICAL DISTURBED AREAS. M E S = MITERED END SECTION F.M. = FORCE MAIN �' A (TYPICAL) (TYPICAL UNLESS SHOWN SAN = SANITARY °'- = � �' SEE ABOVE OTHERWISE) RCP = REINFORCED CONCRETE PIPE RU = RE -USE WATER '+ �"" --�- I.R.C.= IRON ROD & CAP TYP = TYPICAL ui `" CM EP = EDGE OF PAVEMENT �, CONC. = CONCRETE }� all PVC = VINYL CHLORIDE B.O. = BLOW OFF CL = CENTERLI - ROAD LF = LINEAR FEET Ls� ��, ;�,<4�w. ir�� BOC = BACK OF CURB GV = GATE VALVE `"`�_7� 0 w'~ 4 + 916' rn D DCS = DRAINAGE CONTROL STRUC STORM INLET "4�:3 Q » GRAPHIC SCALE �F 10 PVC FORCE MAIN r. N C� L• ; r: t 0 I � 50 0 25 50 100 200 � PROPOSED S°,. ��.� ,.£-:.�k._-� 1 �- PROPOSED rn °'S2'F�rw--=_ -, 20 PERMANENT EMPORARY�- IN FEET ) 24 T ---� Z 1 inch = 50 ii. 5 ! UTILITY CONSTRUCTION • txs � m FOUND EASEMENT EASEMENT � Fpp1,IRe "002T'3, E �_ 20+96.30 (TYPICAL) (TYPICAL) 754. 0, �---�. so9°22' FM TOP 20,99 y 10.00 ---.`'E FENCE 14 .� © 0 2so. 4s' ----•-�._ 3.4' C❑ V EEASEMENT � 18+08 44 B "'�----- v 90° BEND S09°22'14"F S17°25'57"E u'- y TRP 4 7 FAM Now 280.00, I 1003.E C� ``�� 25+81,69 Cb 19-1-00 299.541 "'� � S17'25'57"E 1006.24' low 1 1 ` A f FOUND 20+00 RIGHT OF WAY j. 5/8" !RC 1+00 10 8.99' RIGHT I � �•..7 FOOT n, a 22+00 23+00 27+00 28+00 29 24+00 0 24+01.23 25+00 26+00 FMTOP 20,43 FM26+69.48 NC❑VER I FENCE 11'TOP 60 3.1' ry? �3.0 COVER ITTINGS 110" 90' BEND f REVISION # DATE: f � 4 SUGER & ASSOCIATES, INC. FINAL AS -BUILT SURVEY OF: SURVEYOR'S CERTIFICATE PROFESSIONAL LAND SURVEYORS A S B U I T SANITARY SEWER FORCE MAIN & FITTINGS I HEREBY CERTIFY THAT THIS PLAT MEETS THE MINIMUM LICENSED BUSINESS CERTIFICATION # 3019 TECHNICAL STANDARDS SET FORTH BY THE FLORIDA Record Drawin 2 Copyright d 2004 Sliger & Associates, Inc. BOARD OF PROFESSIONAL LAND SURVEYORS IN g 3921 NOVA ROAD * PORT ORANGE, FL. 32127 * (386) 761-5385 SURVEY CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. 1/05 SURVEYOR'S NOTES NOTICE: WWW.SLIGERASSOCIATES.COM THERE MAY BE ADDITIONAL RESTRICTIONS AND/OR OTHER MATTERS THAT ARE NOT SHOWN ON THIS PLAT OF JRB SURVEY/SKETCH OF DESCRIPTION THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. STEPHEN B. SLIGER, P.L.S. NO. 3794 ELEVATIONS REFER TO SITE DATUM J.E. ZAPERT, P.L.S. NO. 4046 THIS SURVEY/ SKETCH PREPARED WITHOUT BENEFIT OF AN ABSTRACT. �-INDICATES AS -BUILT INFORMATION STEVEN T. KRUGER, P.L.S. NO. 4722 C.O. VAN KtEECK, JR., P.S.M. N0. 6149 DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF. i 9-14-2004 MICHAEL S. MURPHY P.S.M.NO. 6208 AS -BUILT SURVEY C UNLESS OTHERWISE SHOWN, RECORD DISTANCES AND DIRECTIONS AND FIELD MEASURED DISTANCES AND DIRECTIONS ARE THE SAME. LAST FIELD DATE "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL JOB 04-1617 CAD TECH: AB CHECK: MM RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND UNDERGROUND FOUNDATIONS, IF ANY, NOT LOCATED. # MAPPER." �- RICHARD W. FERNANDEZ, P.E. 14722 DESIGNED RWF DATE 9/03 SCALE SHEET NO. DENTIN L. HAMPTON A880CIATE& INC. CITY OF MARK A. HAMPTON, P.E. 27391 DRAWN TS DATE 9/03 AS SHOWN WESTERN RESERVE BRADLEY T. BINS, P.E. 47130 COMULTING ENGINEEQ8 EDGEWATER PLA DAVID A. KING, P.E. 50609 CHECKED RWF DATE 9/03 FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER: 626 AREA UTILITIES ANDREW M. GIANNINI, P.E. 46601 APPROVED -- DATE -- JOB NO. 3 FAX 904 761-3977 VOLUSIA COUNTY, FLORIDA NO BY REVISIONS DATE P.O. DRAWER 290247 PORT ORANGE, FLORIDA 32129-0247 904 761-6810 1 OF 32 m • d� lee )6 1, 01) 6- 01 7 ,x z --rl-TTl N G S .0e 1-10" 22 1/2BENDS - 63+42 22,5*BEND .F865VE FITTINGS 0 1-10 22 1/2* BENDS) 11 m 95 I N GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) I inch = 50 & 65+ 3 0 9, C/vc eo"3', 22.5*BEND 11H8VE 64"'P C 3+00 3,o.,cr3Vli, -7' N%l 14-7 62+00 "000� ,7 6 AI 5ky4 1 %* -'x) (0 C§l w, 91 N, V, kj XI tK A woe dGN_ SEED AND MULCH ALL 01 DISTURBED AREAS. 71+33 M TOP 18-83 (TYPICAL UNLESS SHOWN 4.4'COVER OTHERWISE) Algr' SOD ALL DISTURBED AREAS ALONG t�5 <Z- WATER PLANT ROAD *0 FITTINGS 11 11, 00 1 1 10 2- BEN& 1`0" 90' BEND 2+70,7 1-10 �) PVC TO HDPE COUPLING,) )O*BEND 7 i;� I, LF 10 H DP:FORCE M A I N 10 Sl HOLD POLE AS NEEDED 8 PP1o8?VALVE 1, Nr (TYPICAL) 2oj-PR0P0zD 61+00 FFE°� a8+1,3 P a .38 (0 ERA4A/V c0 L/ 77L/ Ty EN 7- 60+00 1 C; 4 O'cd 11' Cd QjT'5S?'46'W 1`Q 1 14134- 59+00 -29'111 1104,66' . 7 43 " w ftft jv� nn 7048, I LF 10 PPVC FORCE MAIN 1651 (0 #A %%% ft%;�' -9 -�,Oc 27 ov,&: YY44 P ��T ?4. � 6 �, SIP? 4u IVA Y-00 Az mw 4u MAINTAIN 10' SEPARATION Q lisp 3.11 BETWEEN PROP. 10r6�84 " FORCE �Y, Y_ '0 Qov'aP 013 MAIN AND EXIST. 24" WATER 44r. it, PP MAIN WHERE POSSIBLE Arr (TYPICAL) W-4 017 79*0& W4 UEN'TIN L. 19AMPTON A48,80CIA'TE(S, INC. CITY OF COMULTING �NGIN��I�c� E D GE WATE R FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER: 626 FAX 904 761-3977 VOLUSIA COUNTY, FLORIDA REVISIONS DATE P.O. DRAWER 290247 PORT ORANGE, FLORIDA 32129-0247 904 761-6610 CLEAR AS REQUIRED (TYPICAL) SEED AND MULCH ALL DISTURBED AREAS. (TYPICAL UNLESS SHOWN OTHERWISE) FORCEMAIN .te0j. CONSrRuc r/oNr E'4 SEMCIV T (TYPICAL) DESCRIPTION NO.# TO TIE TO TIE TO TIE TO BEND B8 TO FENCE= 11' FENCE 1= 13" FENCE 2= 195' BEND B9 TO FENCE 3= 226. FENCE 1= 193' FENCE 2 = 12' BEND B10 TO POLE Pl= 10' EOP= 18" MES 1= 45' VALVE V4 TO POLE Pl =161 EOP= 17' MES 1= 53" TATIONING IS BASED ON THE CENTERLINE OF PIPE. Record Drawing 1/05 JRB 4 SLIGER & ASSOCIATES, INC. FINAL PROFESSIONAL LAND SURVEYORS A S B U I L T LICENSED BUSINESS CERTIFICATION # 3019 2 Copyright d 2004 Sliger & Associates, Inc. SURVEY 3921 NOVA ROAD PORT ORANGE, FL. 32127 (386) 761-5385 SURVEYOR'S NOTES NOTICE: WWW.SLIGERASSOCIATES.COM THERE MAY BE ADDITIONAL RESTRICTIONS AND/OR OTHER MATTERS THAT ARE NOT SHOWN ON THIS PLAT OF REVISION # N34 .57'43"W tiV S7+00 S64-00 TOP =TOP OF PIPE W/L=WATERLINE INV. =INVERT WV = WATER VALVE MH =MANHOLE FH = FIRE HYDRANT EL. AND ELEV. = ELEVATION W.M. = WATER MAIN T.C. = TOP COVER S.D.= STORM DRAIN M E S = MITERED END SECTION F.M. = FORCE MAIN RCP = REINFORCED CONCRETE PIPE SAN = SANITARY I.R.C.= IRON ROD & CAP RU = RE —USE WATER EOP/EP = EDGE OF PAVEMENT TYP = TYPICAL PVC =POLY VINYL CHLORIDE CONC. = CONCRETE B.O. = BLOW OFFLF CL =CENTERLINE OF ROAD = LINEAR FEET PP =POWER POLE GV = GATE VALVE DCS =DRAINAGE CONTROL STRUCTURE/ STORM INLET AS —BUILT SURVEY OF: SANITARY SEWER FORCE MAIN & FITTINGS DATE: SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THIS PLAT MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. SURVEY/SKETCH OF DESCRIPTION THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. STEPHEN B. SLIGER, P.L.S. NO. 3794 THIS SURVEY/ SKETCH PREPARED WITHOUT BENEFIT OF AN ABSTRACT. ELEVATIONS REFER TO SITE DATUM J.E. ZAPERT, P.L.S. NO. 4046 INDICATES AS —BUILT INFORMATION INDICATES T. KRUGER, P.L.S. NO. 4722 DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF. C.O. VAN KLEECK, JR., P.S.M. NO. 6149 UNLESS OTHERWISE SHOWN, RECORD DISTANCES AND DIRECTIONS AND FIELD MEASURED DISTANCES AND DIRECTIONS AS —BUILT SURVEY 9-14-2004 MICHAEL S. MURPHY P.S.M.NO. 6208 LAST FIELD DATE "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL UNDERGROUND FOUNDATIONS, IF ANY, NOT LOCATED. JOB # 04-1617 CAD TECH: AB CHECK: MM RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND )y WESTERN RESERVE AREA UTILITIES MAPPER, PLAN RICHARD W. FERNANDEZ, P.E. 14722 MARK A. HAMPTON, P.E. 27391 BRADLEY T. BLAIS, P.E. 47130 DAVID A. KING, P.E. 50609 ANDREW M. GLANNINI, P.E. 46601 DESIGNED RWIF DATE 9103 SCALE AS SHOWN JOB NO. SHEET NO - DRAWN TS DATE 9/03 5 CHECKED RWF DATE 9/03 APPROVED DATE — — -I I OF 32 UENTIN L. HAMPTON ASSOCIATES, INC. CONBIILTING ENGINEERS FLORIDA CER'fIFlCATE OF AUTHOR17A710N NUMBER: 626 FAX 904 781-3977 P.O. DRAWER 290247 PORT ORANGE, FLORIDA 32129-0247 904 761-6810 CITY OF EDGEWATER VOLUSIA COUNTY, FLORIDA 1NESTERN RESERVE AREA UTILITIES PLAN R��D HAMPTW.RON�P�' P.E. ,14722 Bww� T. eLvs, P.E. 47130 K DAVID A. IN G, P.E. sosos ,�oR�► M. G�N,N,, P.E. 46601 NO BY REVISIONS DATE �D w Iw w L w w 25 GRAPHIC SCALE50 0 50 100 Zoa Ob I W w W CLEAR AS NEEDED z (TYPICAL) I W ..II W ( IN FEET) Z LLI 1 inch = 50 ft I — J 0 =I 1550 LF 10 HDP FORCE MAIN IN,GS —I 0 U)Fl _ I W 1 10 X 2 SADDLE _ ~ I SOD ALL DISTURBED 1-2 " AWWA GATE VALVE & BO U m Q W Li J AREAS ALONG HOLD POLES AS NEEDED SOD ALL DISTURBED REMOVE AND REPLACE W (TYPICAL) AREAS ALONG DITCH 18" CMP AND HEADWALLS Q Cn WATER PLANT ROAD ( CAL) PUNCH 35 LF 4 STEEL SLEEVE I W BANK (TYPICAL) 89+66 AS NEEDED (TYPICAL) (n W/ 65 LF 2" POLY TUBING FM .f OP 22.13 76+84 On + 8,64 81+27 + 7 86+7 COVER vi 4 FM OP 21.03 79 0 FM TOP 21,41�,�FM TDP VERB '� 3,1' COVER FM COVER s5+71 FORCE MAIN EP 18 + i COVER 3.1 C❑ .I PP -5' N FM TDP 1.73 CONc. �, 3.0 CO V 0° FM .40PpVER7 3.0' COVER HEADWALL a++ 92+33 .o PP 4 00 PP 4 3 co EP 21 v, 87+91 °' Q, M TOP22.49 PP 5' o v PP 4 SECURITY PAD C) FM TOP 21.56' 2' CONCRETE � 2' CONCRETE 3.1'COVER i T HEADWALL 3.7' COVER CURB/GUTTER CURB/GUTTER EP 19' _ ICA_.______...__..�___._�.__ .__..__.___. ___--__ w__. _ .. (TYPICAL _.,__ _ ._.__.. _ __._-..__ ..__. _ _ ..,.._._. _� _ ,. _ .�_ r._..�.__ ,.,.E _ __.----.__._..�..�_...___.___--___._ ___._ _.__.._ - - -_ __.-__ . ,,. PP 2 (TYPICAL} NOERGROUND T L) y� . _._.._. _._ .� _-._____..__...__-. _-.-.- .-- a-_. _ -. _ _ ----_ ...__ __.-.. _---_.-- _-_-.............__._.. _ _ 6' CHAIN LINK FENCE ' Q� 6E" �.-.....___._ ._...__...._.� -- � V� E JE � �E OE"-______.__.,_.__..,.�..-^-.......__�...,.-.,D.E-......_._-�.......,-_�......�.___....-.._.__....._._. .-. .-- ---.. _......��._....... _....-._.._ _._. _.... __._.._.._._..... TELEPHONE 6 CHAIN LINK CE E .� E �._ . ____._.____.__.__._... _._._. _. E_._._...._._..._.__._-_.. _.__._._.._- _.------._.x _ x x x _ x----x x x------.-x x---x 7 Poll , __2e W7Tm 24" U/A1r� �2e WATER Z " WATER • TOE OF BANK LE_ TOE FBA K 1t GJ� GR �j + 77+ ' 7 + 80+00 81 + + �24 WATER — 2e WATER TOP OF BANK 4" WATER--"` �'PE — W — + + + � LIGHT POL +' Q V 2" "'A IGHT POL BANK } ELECTRIC m ELECTRIC ELEBCL�TRIC `7IER ASPHALT PAVEMENT > x Box ITE BENCHMARK # 2 D Box ASPHALT PAVEMENT ASPHALT PAVEMENTASPHALTr�VALVES 4 10" RAW WATER — — EDGE OF PAVEMENT — �1&ANA — — — —1 — IRMAW— " — — �" R WARIER.— my — W — — FH — — — — O 7r3 0rMAINTAIN 10' SEPARATION �PROPOSED PUMP STATION 1 DRAIN Fla°- " 3 �3 BETWEEN PROP. 10" FORCE 3o FOR s i 3 13 DETAILS SEE SHEET 29 � MAIN AND EXIST. 24 WATER C AN i m� MAIN WHERE POSSIBLE !6ff ABANDON SEPTIC TANK J. (TYPICAL) AND DRAIN FIELD PER I HEALTH DEPT. REGULATIONS OPERATIONS/ I MAINTENANCE BLDG. s CUT IN 4" WYE W/ CLEANOUT AND INSTALL 8 LF 4" PVC AT 2.0%. PLUG EXIST 4" TO SOUTH. 1" WATER SERVICE W/ BACK FLOW PREVENTER FOR DETAILS SEE SHEET # 29 VVATER PLANT ROAD ALAN R. TH OM AS WATER TREATMENT PLANT SITE FORCEMAIN I DESCRIPTION NO.# TO TIE TO TIE TO TIE TO k I VALVE V5 TO HEAD WALL HW1 = 32' FENCE = 5` INLET I1 = 57' 45°BEND B1l TO END OF PIPE 1= 9' END OF PIPE 2 = 39' DIRT ROAD = 14' 450BEND B12 TO END OF PIPE 1 = 51' END OF PIPE 2 = 61' DIRT ROAD = 6' w Lli w GRAPHIC SCALE W W 50 0 25 50 100 200 Zi> J 0 FITTINGS 106 2-10" 45° BENDS IN FEErr LL- w 1 17 4 1 inch = 50 ft. 0I w W W SOD ALL DISTURBED I SOD ALL DISTURBED LF 10 HDP FORCE MAIN LF 0 PV FORCE MAIN z Q I W AREAS ALONG DITCH AREAS ALONG CLEAR AS NEEDED 103+55 J W BANK TYP I CAL ( ) WATER PLANT ROAD (TYPICAL) TOP 14,02 431 _ W 4S° BEND I'D �I00 92+39 ,0' COVE + 92+33 VE 94+52 98+88,46 11 V AL �, a` M TOP VER 0 1^M TOP 22,35 96+39.68 18,75 N 3.1 C❑ V5 CONC. CONC. 3,0`CVER FM TOP 19.10 F M TOP + Ui 19' EADWALL HEADWALL V EP 13 31' COVER °0' 3.1' COVER �' 101+13.85 0 4503BEND c° 106+09.42 00 P EP 12' - �"M TpP 17,23 � � TOP EVES E J 16.49 EP 12 3,0 COVER 2 C w FM TOP + W P 20' 3EP �0`ER r` o W 6' CHAIN LINK CE 6' CHAIN LINK FENCE x ------ x----x x x x x x x x x— . .. x._ _. - ..._x _ .. �ti x X. x. x_ .. ._ .x..- x_ _ . _ _._. _ x -. _ .. A _..__x .. _.., _ .._. x. _._ _ x --- ._� . _._. . -_.._ _ .. _ _.-_. __. _.._._-.- _..__..._._ ...__._.. _ _ __ . _..___.._ ._ _. _.. f.. x x x x TOE OF BANK s � � � � � ss� s>_ � � � � �� ss� �� ar 7saw �� I TOE F BA K j WATER T WATER • /� ME= • • �2" WAIGR-'�� 12" WATER _` TREELINE T9R99 BAM14-- / 12" WA CHT PO K 93+00 LlGNT PO �294 "0 95+00 12 WATER 96+00 97+00 12 WATER 98+00 _9_9+QO_ 1Q�Q0 --� 1+00 10 +00 ( T �-- e W `" ASPHALT PAVEMENT DIRT ROAD DIRT ROAD �� T R I �- r- �- 105 of 7 DIR ry ITE BENCHMARK # 3 !~ �r '7I7¢ DIRT ROAD + 107+ 1— +R WA ff. Rat00 2 z'N ) o 3 MAINTAIN 10' SEPARATION Record Drawing " 3 I BETWEEN PROP. 10 FORCE 3 I I MAIN AND EXIST. 24 WATER 1/05 3 STATIONING IS BASED ON THE CENTERLINE OF PIPE. m� MAIN WHERE POSSIBLE (TYPICAL) JRB P c REVISION # DATE: SLIDER & ASSOCIATES, INC. AS -BUILT SURVEY OF: SURVEYOR'S CERTIFICATE FINAL 4 t PROFESSIONAL LAND SURVEYORS (I L T SANITARY SEWER FORCE MAIN & FITTINGS I HEREBY CERTIFY THAT THIS PLAT MEETS THE MINIMUM ABBREVIATIONS: LICENSED BUSINESS CERTIFICATION 3019 A S B " TECHNICAL STANDARDS SET FORTH BY THE FLORIDA Copyright L 9 BOARD OF PROFESSIONAL LAND SURVEYORS IN pyrig ht � 2004 Slier &Associates, Inc. TOP = TOP OF PIPE W/L=WATERLINE 3921 NOVA ROAD * PORT ORANGE, FL. 32127 * (386) 761-5385 SURVEY CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE, INV. = INVERT WV = WATER VALVE IN PURSUANT TO SECTION 472.027, FLORIDA STATUTES. MH = MANHOLE FH = FIRE HYDRANT SURVEYORS NOTES NOTICE: WWW.SUGERASSOCIATES.COM t t EL. AND ELEV. = ELEVATION W.M. = WATER MAIN THERE MAY BE ADDITIONAL RESTRICTIONS AND/OR OTHER MATTERS THAT ARE NOT SHOWN ON THIS PLAT OF i T.C. = TOP COVER S.D.= STORM DRAIN / M E S =MITERED END SECTION F.M. = FORCE MAIN SURVEY/SKETCH OF DESCRIPTION THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. STEPHEN B. SLIDER, P.L.S. N0. 3794 SAN = SANITARY ELEVATIONS REFER TO SITE DATUM J.E. ZAPERT, P.L.S. NO. 4046 RCP _ INDICATES REINFORCED CONCRETE PIPE RU = RE —USE WATER THIS SURVEY/ SKETCH PREPARED WITHOUT BENEFIT OF AN ABSTRACT. — — STEVEN T. KRUGER, P.L.S. N0. 4722 I.R.C.— IRON ROD &CAP TYP = TYPICAL � TES A S BUILT INFORMATION EOP/EP = EDGE OF PAVEMENT DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF. C.O. VAN KLEECK, JR., P.S.M. NO. 6149 PVC = POLY VINYL CHLORIDE CONC. = CONCRETE 9-14-2004 MICHAEL S. MURPHY P.S.M.NO. 6208 L AS —BUILT SURVEY w = BLOW OF UNLESS OTHERWISE SHOWN, RECORD DISTANCES AND DIRECTIONS AND FIELD MEASURED DISTANCES AND DIRECTIONS LAST FIELD DATE uj CL = CENTERLINE OF ROAD LF = LINEAR FEET NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL w PP = POWER POLE GV = GATE VALVE DCS = DRAINAGE CONTROL STRUCTURE/ STORM INLET UNDERGROUND FOUNDATIONS, IF ANY, NOT LOCATED. JOB # 04-1617 CAD TECH: AB CHECK: MM RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND zI MAPPER." z w SCALE SHEET NO. ui AS SHOWN L JOB NO. 6 (D a� aW OF 32 Co 1-.. r r U DESIGNED RWF DATE 9/03 DRAWN TS DATE 9/03 CHECKED RWF DATE 9/03 APPROVED -- DATE -- FOREMAIN SWEEPS NO BE Q0 SOD ALL DISTURBED AREAS ALONG FITTINGS 1 6 6V 4? LF 10" H DP FORCE MAIN o iQ 11 S+17 �'3�vER2 GRAPHIC SCALE / EP f 50 0 25 50 100 200 0Top 1 WATER PLANT ROAD t��ER CLEAR AS NEEDED - � 'o-r35.0� �,,........-•-�� i (IN FEET ) 0 , +21 rn 1vPL�E �"" r ' AD �---- 1! ^`~ ~' \ - �, Tpp 8F20 (TYPICAL) 1 inch - 50 ft. 01R `' ---116 �`' 0 3.2�CM 20,38Aftb ?4GovER 6 - �- �,. i +Ofl � cM 4?ti-- ` '_,� -. EP gVE�' 0i V " 11p+621 (,0 3 EP 8 ! . - s �' i 4 ti ....T214 1 TREELtNE �1#= :� rlt s,.y �_. '�_ % 5 3.2� CQV 34 1pg+33181,11 r - ` ` �oAQ ';�.I _ - 119+ p0--� �s♦�_ ... yw T �M-�4PCp�lER - 11 +pp ��R �rn t - f •. =Rr R o __� to 3 fl 9 _ . - �-� x _ - -� `- _ ( ��- li`l', kCO\ w i - . �. 12 + N= 12 W 3i1' 2Ve.14 1 ► f +00 '� ojRT ROAD �. i � .,�;. �"" r R--�� 12 00� � ---- � - loci FORCEMAIN - 1 1 DESCRIPTION NO.# TO TIE TO TIE TO TIE TO VALVE V6 TO EDGE OF DIRT ROAD = 8' CM1 = 275' CM2 = 259' VALVE V6 TO GATE VALVE GV1= 296' 90°BEND B14 TO EDGE OF DIRT ROAD = 3' POWER POLE PP2 = 121' RAILROAD TRACK RR1= 495' VALVE V7 TO POWER POLE PP3 = 138' VENT VT2 = 2' RAILROAD TRACK RR1= 54' VERT, 45° BEND B15 TO POWER POLE PP3 = 134` VENT VT2 = 9' RAILROAD TRACK RR1= 6V VENT 1 VT1 TO POWER POLE PP3 = 225' VENT VT2= 117' RAILROAD TRACK RR1= 69' VENT 2 VT2 TO POWER POLE PP3 = 139' VENT VT1 = 117' RAILROAD TRACK RR1= 51' VERT, 45° BEND B18 TO RAILROAD TRACK RR1= 59' VENT VT2=7' POWERPOLE PP3=135' VERT, 45° BEND B19 TO VENT VT2 = 116' RAILROAD TRACK RR1=69' VENT VTi = 1' VERT, 45° BEND B20 TO VENT VT2 = 118' RAILROAD TRACK RR1=70'1 VENT VTl = 2' TATIONING IS BASED ON THE CENTERLINE OF PIPE. FITTINGS I -10" 900 BEND I 6+ 4 o �0BBNDD 3,9`COER 19.93` 1 18.19' III gyy�p�-- `� .t.:YY" s .°ir a kl' 01 s4{,.� � C ET4 A a s1 ' k i ' � f '�+4 J' 0 i.f a •I"�/` t ;"j PUS. F..,� :. � � 9 f = .�-.,� •`' �"% ,- R Y � � $ 4 � 9 - s ,,.yy � ,...' -Jr: ^L�. , �! $.,,.� �yi t •y^t _ _� �= III 1,r s ABBREVIATIONS• 4, RII " L r i { T I^ i✓ I 1, ig r'�:; iG3_ ' i. i i t c i" I D �+� L I�' C I f 1 %2 D i I ��. N 4 C T O I, OE 4E OE 0E r a: li z- k f� a i f' �i• " 1 1 d a f -r e•l }} . 4 •�"i g"� BOOK ��y¢ °—� "� ,.��M.:3°. 9631, '.Z Y'o �-�, ! r .� }; ..f f C � r �i �"b Aa a� (359) CQ DIRECTIONAL DRILL LF I YHDPE FORCE �MAI DRILL REPORT # 7 130+85 DEPTH 10'4, 12 0 127+46 128+00 I DEPTH 6'4- i" "� 7 •r -'F ..... •... 3 o i 129+00 130+00 V 31+02.88 + ! � 129+06 DEPTH 10'4 VENT ' FITTI N a € II I 17 -HDPE TO PVC COUPLIN I f ITTING � f I INSTALL PROPOSED 10" FORCE MAIN 2-10" 45' BENDS r BELOW EXISTING 10" WATER MAIN 13P125+16 £ TWITH 18" MIN. VERTICAL SEPARATION FM 20,39 ,} 1 COVER , fKAI-ER, FL, CITY Of LE £ O.R. ..€..,,f- 0F ». 4463y 16.21 - 0 SOD ALL DISTURBED r 208 AREAS ALONG' " rn I LF 10 PVC FORCE MAIN WATER PLANT ROAD m I I � F MATCH LINE Gz �) SEE ABOVE T I 06517+trZT! � f vi TOP �F BANK --0 OE n O TOP 0� BANK x fl -.rD roF ggryK F x � OPENC AND 0 INSTALL 5 LFCq '`; X ` 24" STEEL ASING, :i (0.375"T CK) tFFRCE 120 LF 0 PV. t z MAIN A ER -�_ PIPE TER PLANT ROAD RAILROAD CROSSING ELEVATIONS PER CONTRACTO AND BASE ON ASSUMED ELEVATIONS ON PLAN _ r m a � 1 w CQ �n l� 145°ENT30+982 -6.4SC.EEV2 : ? 132+19.76 `( 01 2 VENT �l °BOND 7 W DRILLING AND RECEIVING LOCATIONS SHALL BE LOCATED OUTSIDE WETLANDS (TYPICAL) DRILL REPORT #6 — 133+01 134+01 DEPTH 8'8' DEPTH 9'11' 32+32.3 133+00 SLEEVE 3` COVE 1 1 45°BED 0 27 19 C-3.0') 4�°BEND FITTING -HDPE TO PVC COUPLIN n" 4.5' RFN 10.Rl&l .E A.77' 2.'OAw;T AILROA) ,�Pyy.Ii 1f.�.+;1 �•i..F�•f��y'{'�' .� ily9f .i'i5 tt r t FOR CROSS SECTIONS ` SEE SHEET # 17 EASEMENT LINE :f f = t r d`! l- a" s s i t 3 p i� 4x•r f e a I s� i r _•i `1'^• / y rr. 't{-r•^ ,°S r-.em6 s l^^.• 1 8 [/��]( DIRECT! 0 NAL DRILL LF 0" HDP FORCE MAIN ;. GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. TOP = TOP OF PIPE W/L=WATERLINE INV. = INVERT WV = WATER VALVE MH = MANHOLE FH = FIRE HYDRANT EL. AND ELEV. = ELEVATION W.M. = WATER MAIN T.C. = TOP COVER S.D.= STORM DRAIN M E S = MITERED END SECTION F.M. = FORCE MAIN RCP = REINFORCED CONCRETE PIPE SAN = SANITARY I.R.C.= IRON ROD & CAP RU = RE -USE WATER EOP/EP = EDGE OF PAVEMENT TYP = TYPICAL PVC = POLY VINYL CHLORIDE CONC. = CONCRETE B.O. = BLOW OFF CL = CENTERLINE OF ROAD LF = LINEAR FEET CM= CONCRETE MONUMENT GV = GATE VALVE DCS = DRAINAGE CONTROL STRUCTURE/ STORM INLET I = co w �• I w 7r• uj ,7_` 4„•3, W S 200 = (U � �- Lj �Q w {) I DIRT ROAD OE Oc. V RELL REPORT #5 o 1 137+95 i ,,DEPTH 12'9' 134+00 135+00 EASEMENT LINE 136+00 137+00 138+00 PROPOSED CDP5+26'11' 20 PERMANENT PROPOSED 20' TEMPORARY UTILITY CONSTRUCTION EASEMENT EASEMENT (TYPICAL) (TYPICAL) Record Drawing 1/05 JRB L RIGHT OF WAY UENTIN L. HAMPTON ASSOCIATES, INC. CONSIILTING ENGINEERS FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER: 626 FAX 904 761-3977 NO BY REVISIONS DATE P.O. DRAWER 290247 PORT ORANGE, FLORIDA 32129-0247 904 761-6810 $; 139+00 0- Ll E GL UE I 0 00 N ni t 140+95 +4 141+95 M DEPTH 10'4' "'14-I DEPTH 5'10' 0 O N � N 140+00 141+00 142+00 =1 REVISION # DATE: 4 SLIGER & ASSOCIATES, INC. FINAL AS -BUILT SURVEY OF: SURVEYOR'S CERTIFICATE PROFESSIONAL LAND SURVEYORS ,L� B U I LT SANITARY SEWER FORCE MAIN & FITTINGS I HEREBY CERTIFY THAT THIS PLAT MEETS THE MINIMUM LICENSED BUSINESS CERTIFICATION # 3019 ' `S TECHNICAL STANDARDS SET FORTH BY THE FLORIDA 2 Copyright a 2004 Sliger & Associates, Inc. SURVEY `' BOARD OF PROFESSIONAL LAND SURVEYORS IN 3921 NOVA ROAD * PORT ORANGE, FL. 32127 * (386) 761-5385 ; CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. SURVEYOR'S NOTES NOTICE: WWW.SUGERASSOCIATES.COM THERE MAY BE ADDITIONAL RESTRICTIONS AND/OR OTHER MATTERS THAT ARE NOT SHOWN ON THIS PLAT OF SURVEY/SKETCH OF DESCRIPTION THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. STEPHEN B. SLIGER, P.L.S. NO. 3794 THIS SURVEY/ SKETCH PREPARED WITHOUT BENEFIT OF AN ABSTRACT. ELEVATIONS REFER TO SITE DATUM J.E. ZAPERT, P.L.S. NO. 4046 STEVEN T. KRUGER, P.L.S. NO. 4722 �-INDICATES AS -BUILT INFORMATION DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF. C.O. VAN KLEECK, JR., P.S.M. NO. 6149 AS -BUILT SURVEY 9-14-2004 �; MICHAEL S. MURPHY P.S.M.NO. 6208 UNLESS OTHERWISE SHOWN, RECORD DISTANCES AND DIRECTIONS AND FIELD MEASURED DISTANCES AND DIRECTIONS LAST FIELD DATE "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL UNDERGROUND FOUNDATIONS, IF ANY, NOT LOCATED. JOB # 04-1617 CAD TECH: AB CHECK: MM RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND f> � 1 RICHARD W. FERNANDEZ, P.E. 14722 DESIGNED MAPPER.'� RWF DATE 9/03 SCALE SHEET N0. CITY OF WESTERN RESERVE MARK A. BRADLEY HAMPTON, P.E. 27391 DRAWN T. BLAIS, P.E. 47130 TS DATE 9/03 AS SHOWN EDGEWATER PLAN DAVID A. KING, P.E. 50609 CHECKED RWF DATE 9/03 AREA UTILITIES ANDREW M. G44NNINI, P.E. 46601 APPROVED -- DATE -- JOB N0. VOLUSIA COUNTY, FLORIDA OF 32 SEED AND MULCH ALL REVISION # DATE: ..y� DISTURBED AREAS. (D3921 SLIGBR\, & ASSOCIATES, INC. FINAL AS —BUILT SURVEY OF: SURVEYOR'S CERTIFICATE = r `�> `�D SANITARY SEWER FORCE MAIN &FITTINGS 1 HEREBY CERTIFY THAT THIS PLAT MEETS THE MINIMUM �t,> } i., (TYPICAL UNLESS SHOWN LICENSED BUSINESS CERTIFICATION >i 3019 A S B U I L T TECHNICAL STANDARDS SET FORTH BY THE FLORIDA OTHERWISE) w Copyright d 2004 Sliger & Associates, Inc. SURVEY CHAPTER 61G1BOARD OF 07-6,SIONAL FLORIDA ADMIN ADMINISTRATIVE (CODE. T NOVA ROAD PORT ORANGE, FL. 32127 * (386) 761-5385 PURSUANT TO SECTION 472.027, FLORIDA STATUTES. 1 w SURVEYOR'S NOTES NOTICE: '"'WSUGERASSOOAMO w I THERE MAY BE ADDITIONAL RESTRICTIONS AND/OR OTHER MATTERS THAT ARE NOT SHOWN ON THIS PLAT OF SURVEY/SKETCH OF DESCRIPTION THAT MAY BEi FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. STEPHEN B. SLICER, P.L.S. NO.3794 w THIS SURVEY/ SKETCH PREPARED WITHOUT BENM, T OF AN ABSTRACT. ELEVATIONS REFER TO SITE DATUM �—INDICATES AS —BUILT INFORMATION J.E. ZAPERT, P.L.S. NO. 4046 STEVEN T. KRUGER, P.L.S. NO. 4722 C.O. VAN KLEECK, JR., P.S.M. NO. 6149 Z P.S.M.NO. 6208 — W DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF. -. AS —BUILT SURVEY 9-14-2004 MICHAEL S. MURPHY J I Ld UNLESS OTHERWISE SHOWN, RECORD DISTANCES AN6� DIRECTIONS AND FIELD MEASURED DISTANCES AND DIRECTIONS LAST FIELD DATE "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL T JOB 04-1617 CAD TECH: AB CHECK: MM RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND IV / UNDERGROUND FOUNDATIONS, IF ANY, NOT LOCATED. MAPPER." U w Q w EASEMENT LINE DIRT ROAD OE- OE OE OE OE OE OE OE OE pp '��ll IT 0-1- RPAY L. 0K of 6 3 k��?��s c3 ��0 3 1� �` 1 1 0 a DRILL REPORT #4 � I nl _ + 141+95 �. CDE1TH 4+69 �I DEPTH 5'10' 13'7' ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! 141+00 I 142+00 143+00 144+00 PROPOSED }it 20' PERMANENT UTILITY EASEMENT (TYPICAL) LINE 0 4 5 1' 0 rh _ 3 0 ref ATIONING IS BASED ON THE CENTERLINE OF PIPE. VIA I of 155+72 156+78 + EPTH 5'5' DEPTH 11'In EASEMENT LINE 1 7-1 156+00 157+00 I r F❑RCEMAIN 147+69 DEPTH 10' ! ! ! ! ! ! ! ! ! ! ! ! EASEMENT LINE I 145+00 146+00 147+00 PROPOSED 20' TEMPORARY CONSTRUCTION EASEMENT (TYPICAL) CLEAR AS NEEDED (TYPICAL) � DRILLING AND RECEIVING LOCATIONS SHALL BE LOCATED OUTSIDE WETLANDS (TYPICAL) E4 DIRT ROAD —OE OE / TOE OF BANK E pp 148+68,88 3' COVER 10' G V 148+00 Cl �� 0 DR1 149+72 DEPTH 11'5' rS -49+00 DRILL REPORT # .3. . , DIRF=QNAL DRILL 1600 LF �pq 10" HDP FORCE MAI N C 152+72 DEPTH 13'1' 7 '7 '17 150+00 151+00 152+00 O 153+00 EASEMENT *6 FP & L RIGHT OF WAY DESCRIPTI❑N N❑.# TO TIE TO TIE TO TIE TO VALVE V8 TO POWER POLE PP4 = 426' POWER POLE PP5 = 262' EDGE ❑F DIRTR❑AD = 59' VALVE V9 TO POWER POLE PP6 = 45' POWER POLE PP7 = 130 EDGE OF PAVEMENT = 68' 22' BEND B16 TO POWER POLE PP6 = 54' STORM INLET IN1 = 184' EDGE OF PAVEMENT= 79' U d :. DIRT ROAD OE — DRILL REPORT # 2 s^, ��; a i ; i •ti r-1-� (~) r-� . � ' I �^.3 :.y ..{. I f„ = x � AND f'' I �`' � P I i� Lal s i L �i (�y . I J I �l iMr t 6_ i.�' I i� f.5 t} F .� . t i � � y yyt t"(DR � �•-. �� '^; r j1 jj"'13 ' =`t �'.` ."f *�� +y �� ~�' ti i� ,f ,'~ s W� 4""` d £ I �• ::_ 1 i �x� f "+'. P `c+ V ! ihl �''.. '`l�+ ; � i N- � <_} f ; ;: , I? 5 _.. '\ _. 7 I L.._ a.... ; . a_. S r § 1 ...;+ r ;�'. .� "•J r 1 ��: ��,� t I ? \ , �. a..f -_,r —OE_ SEED AND MULCH ALL 1' :: DISTURBED AREAS. CLEAR AS NEEDED (TYPICAL UNLESS SHOWN (TYPICAL) OTHERWISE) t►, U 4i CgEILLREPORTS EPORT LOCATION AND DEPTH PER PROVIDED BY CONTRACTO :► iji �� .:J GRAPHIC SCALE 50 0 25 50 100 DIRT ROAD OE P nr OAAIV DE OE — DIRECTIONAL DRILL �LF 11 152 0' HDP FORCE MAIN IN FEET ) 1 inch = 50 ft. GRAPHIC SCALE 50 0 25 r J 50 100 IN FEET ) 0 1 inch = 50 ft. Q� W « J �a ow EASEMENT LINE 11 DRT R07 0 Z & v R� vA` J. .G f a s , J ,, i —0 {~1 y i 200 OE I Iw — w Iw � Z I— O _j J I w CD I0 � w � 4 ' O Kip. I W'a^ a of Me 155+72 156+78 + DEPTH 5'S' DEPTH 11' 7 EASEMENT LINE7 154+00 155+00 156+00 157+00 } All ABBREVIATIONS: W/L=WATERLINE TOP = TOP OF PIPE INV, = INVERT WV = WATER VALVE MH = MANHOLE FH = FIRE HYDRANT EL. AND ELEV. = ELEVATION W.M. = WATER MAIN T.C. = TOP COVER S.D.= STORM DRAIN M E S =MITERED END SECTION F.M. = FORCE MAIN = REINFORCED CONCRETE PIPE = SANITARY SANRCP MAINT = MAINTENANCE RU = USE WATER EOP/EP = EDGE OF PAVEMENT PICAL TYPICAL PVC = POLY VINYL CHLORIDE CO B.C. =CONCRETE B.O. =BLOW OFF CL = CENTERLINE OF ROAD LF = LINEAR FEET BOC = BACK OF CURB GV = GATE VALVE DCS = DRAINAGE CONTROL STRUCTURE/ STORM INLET DR=DIRT ROAD NOT A0 SElt WORK FOR IN THIS AREA �N 0 .i , G DIRECTIONAL DRILL 300 LF `4.` 200 " t��7 O U0 1 � � 12 HDPE FORCE MAIN o 0 0 y pia �o o kp V13O io ASSESSOR'S SUB. OF THE �� ✓ o ,. fin, , � SAMUEL BETTS GRANT , ZTA o .�� ;, r { M.B. 15, PG. 247 r 1 ,L IN1 SOD ALL DISTURBED z AREAS WITHIN OLD DIRT`oAa TOP Of BANK MISSION ROAD TOE OF BANK t RIGHT —OF WAY �'*-'s^,*' ! .t'te, 3'.^� i �yI Sq� `d•...P".isf a t.3 3' t 3. i. �i 1� \ " h : FITTINGS 4. O {K 9 69,' _:4t06-3 0 - 1 2'� TFF t} —10 GATE VALVE & B IRLL REPORT � 1-8" GATE VALVE & BOX 1 —12" X 8" REDUCER \ r 1 —12 X 10 REDUCER 3' C❑V R PP PP G SLEEVE 9 OE 159+78 162+78 163+78�; 165+80 168+60 +80.30 ' , ` DEPTH 13' DEPTH I1'9' DEPTH 5`4'� DEPTH 11'4' DEPTH 5'43'COVERC) 4 158+00 155+00 16 00 162+00 163+00 161+00 164 00 165+00 166+00 + 168+00OF EASEMENT a 7* 6 PROPOSED DRILLING AND RECEIVING LOCATIONS 20' PERMANENT°: UTILITY t PROPOSED SHALL BE LOCATED OUTSIDE,. WETLANDS EASEMENT 20' TEMPORARY TY CONSTRUCTION (TYPICAL) (TYPICAL) j EASEMENT `s (TYPICAL) y } UENTIN L. HAMPTON ASSOCIATES, INC. CONSULTING ENGINEERS FLORIDA CERTIFICATE OF AUTHORIZA710N NUMBER: 626 FAX 904 761-3977 NO BY REVISIONS DATE P.O. DRAWER 290247 PORT ORANGE, FLORIDA 32129-0247 904 761-8810 CITY OF EDGEWATER VOLUSIA COUNTY, FLORIDA WESTERN RESERVE AREA UTILITIES 168+96.8 1 169+ 0m 220 BEND O 'COVE o ��zEND THIS CONTRACT WORK X .s ON OLD MIS�};t S iO N ROAD ASSESSOR'S SUB. OF THE 3 SAMUEL BETTS GRANT OLD MISSI M.B. 15, PG. 247 ON ROAD NOT ' LN 10 :. THIS CONTRACT _ Ord Drawing DIRECTIONAL DRILL 125 LF R LIME .1 05 MATCH 8 HDPE FORCE MAIN -� �3�'�' JRB SEE SH EE RICHARD W. FERNANDEZ, P.E. 14722 DESIGNED RWF DATE 9/03 SCALE SHEET NO. MARK A. HAMPTON, P.E. 27391 DRAWN TS DATE 9/03 AS SHOWN BRADLEY T. BLAIS, P.E. 47130 DAVID A. KING, P.E. 50609 CHECKED RWF DATE 9/03 PLAN I 4 APPROVED -- DATE -- JOB NO. 8 ANDREW M. GIANNIN , P.E. 6601 OF 32 m Q N 00 co Ln 8 N N LOT 116 vo DIRECTIONAL SURVEYING SERVICES L.L.C. 411 N. PENINSULA DRIVE DAYTONA BEACH, FL. 32118 (386)-257-6757 FAX. (386)-257-6759 L.B.#7248 P.S.M #6347 SURVEYOR'S NOTES: 1. THE SURVEYOR HAS NOT ABSTRACTED THE LANDS SHOWN HEREIN FOR EASEMENT AND/OR RIGHTS -OF -WAY OF RECORD OTHER THAN AS SHOWN. 2. NO UNDERGROUND INSTALLATION OF IMPROVEMENTS OR FOUNDATIONS HAVE BEEN LOCATED EXCEPT AS SHOWN HEREON. 3. THE BUILDING AND/OR FENCE TIES IF SHOWN ON THIS SURVEY SHOULD NOT BE USED TO RECONSTRUCT PROPERTY LINES. 4. THE OWNERSHIP OF ANY FENCES SHOWN ON THE FACE OF THIS SURVEY IS UNKNOWN TO THE SURVEYOR. 5. FIELD SURVEY 08131/04. 6. FIELD BOOK N/A, PAGE(S) NIA. 7. HORIZONTAL AND VERTICAL CONTROL BASED ON CIVIL ENGINEERING PLANS PREPARED BY QUENTIN L. HAMPTON ASSOCIATES, INC. JOB NO.03-0879. 8. THIS IS A RECORD UTILITY SURVEY DEPICTING FORCE MAIN ONLY. 9<—_>DENOTES RECORD DATA. 10. VERTICAL & HORIZONTAL LOCATION OF UTILITY FEATURES DEPICTED HEREIN WERE NOT FIELD VERIFIED BY THIS SURVEYOR AND COMMENTS PROVIDED BY THE INSTALLING CONTRACTOR(S) DIRECTIONAL DRILL DATA WERE RELIED UPON WHILE PREPARING THIS SURVEY. LEGEND: ASPH ASPHALT BOC BACK OF CURB BFP BACK FLOW PREVENTOR C CALCULATED BASED ON FIELD DATA CO CLEAN OUT CMP CORRUGATED METAL PIPE CONC CONCRETE DEGREES EL ELEVATION EP EDGE OF PAVEMENT FEET WHEN USED IN A DISTANC ^ FOC FACE OF CURB -� FH FIRE HYDRANT , GV GATE VALVE INV INVERT LT L I , I I MH MANHOLE t 1 1 MINUTES WHEN USED IN A BEARING Z NTT NAIL & TIN TAB /I PVC POLYVINYLCHLORIDE O PVMT PAVEMENT " SECONDS WHEN USED IN A BEARING m RT RIGHT ( L1J SMH SANITARY SEWER MANHOLE Q SS SANITARY SEWER U STMH STORM SEWER MANHOLE TBM TEMPORARY BENCHMARK W WL WATER LINE WM WATER METER < W WV WATER VALVE I ( n WPP WOOD POWER POLE / v- 'ENT LINE a OE — 170' FP&L RIGHT OF WA Y EASEMENT # n.00000451 D.R. BOOK 963, PGS. 306-307 EASEMENT LINE LOT 104 CLEAR AS NEEDED (TYPICAL) EASEMENT LINE DIRT ROAD OE OE OE THIS RECORD UTILITY SURVEY IS FOR AND ONLY FOR THE FOLLOWING: HAZEN CONSTRUCTION, L.L.C., QUENTIN L. HAMPTON & ASSOCIATES, INC., AND THE CITY OF EDGEWATER, FLORIDA. HEREBY CERTIFY THAT THIS PLAT OF SURVEY OF THE SUBJECT PROPERTY IS TO THE BEST OF MY KNOWLEDGE, BELIEF AND INFORMATION TRUE AND CORRECT AS SURVEYED UNDER MY SUPERVISION ON THE DATES SHOWN HEREON. I FURTHER CERTIFY THAT THIS PLAT OF SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS PER F.A.C. RULE 61G17-6, ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, ACCORDING TO FLORIDA STATUTES CH. 472,027, SUBJECT TO ANY QUALIFICATIONS NOTED HEREON. THOMAS MICHAEL ROOKS, JR. P.S.M. FLORIDA REGISTRATION NO.6347 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. �m 011 L,- 2 6 cc PROPOSED ' PERMANENT UTILITY EASEMENT (TYPICAL) EASEMENT LINE SEED AND MULCH ALL DISTURBED AREAS. (TYPICAL UNLESS SHOWN OTHERWISE) _ DE _ 170' FP&L RIGHT OF WAY EASEMENT # n00000451 D.R. BOOK 963, PGS. 306 -307 PROPOSED 20' TEMPORARY CONSTRUCTION EASEMENT (TYPICAL) CLEAR AS NEEDED SEED AND MULCH ALL (TYPICAL) DISTURBED AREAS. (TYPICAL UNLESS SHOWN OTHERWISE) FDIRROAD PROPOSED \ 20' PERMANENT UTILITY EASEMENT (TYPICAL) FP REVISIONS 17 DRILLING AND RECEIVING LOCATIONS SHALL BE LOCATED OUTSIDE WETLANDS (TYPICAL) DRILLING AND RECEIVING LO ATIONS SHALL BE LOCATED OUTSIDE ETLANDS (TYPICAL) LOT 97 DIRT ROAD DIRECTIONAL DRILL 1600 LF 10" HDPE FORCE MAIN EASEMENT �6 VV A Y _GHT F Amw tv :z 50 l� IW G IC SCALE z 0 25 50 100 200 I O I W Z m ( IN FEET) I U a 1 inch = 50 ft. L1J Qw W ( <C LLJ �1 �W a �% EASEMENT LINE V ~ 4! DIRT ROAD OE 170' FP&L RIGHT OF WA Y EASEMENT # n0A00451 I O.R. BOOK 963, PGS. 306-307 I j EASEMENT LINE NO SEE HEET # 8 FOR W 0 R IN THIS AREA LOT 104 C � ,0 S`� �. DIRECTIONAL DRILL 300 LF �� o 0 200 12 HDPE FORCE MAIN o n NO 0 � 2 slow ASSESSORS SUB. OF THE LOT 9 0 S"VEL BETTS GRANT '{ H.B. 15, PG. 247 Z U) SOD ALL DISTURBED z DIRT ROAD AREAS WITHIN OLD -'� OE K OE OE MISSION ROAD OE DIRT OAD T TOE OF BANK T ANK 170' FP&L RIGHT OF WA Y RIGHT -OF WAY EASEMENT # n00000451 FITTINGS l C O.R. BOOK 963, PGS. 306-307 1 -12" TEE END M LEHEAD UTILIES DIRECTIONAL DRILL 1185 LF1-10 � WESTERN ESERVE 8TH SHOT 1 -10 GATE VALVE & BOX 519 F 12 F.M. 10" HDPE FORCE MAI N 1-8" GATE VALVE & BOX , BEGIN P ERS UTILITIES 1 -12" X 8" REDUCER MOLEHEAD ED EWATER 1ST BORE 1 -12" X 10" REDUCER , 750L 8" F.M. , EASEMENT PROPOSED 20' TEMPORARY CONSTRUCTION EASEMENT (TYPICAL) R I GHT O T_ p DENTIN L. HAMPTON A880CIATE& INC. CONSUI,'�ING �NGIN��I�.S FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER: 626 FAX 904 761-3977 DATE P.O. DRAWER 290247 PORT ORANGE, FLORIDA 32129-0247 904 761-6810 GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. CITY OF EDGEWATER VOLUSIA COUNTY, FLORIDA 1 OEC) END THIS CONTRACT WORK a � � � o � m a ON OLD MISSIONROADLo � N OLDMISSION ROAD NOT IN B. OF THE ASSESSOR'S SUB. SAMUEL BETTS GRANT M.B. 15, PG. 247 a o c� THIS CONTRACT c0 -- -- Wecar Dra 9 J J -- DIRECTIONAL DRILL 125 LF -- —r BATCH LINE --- "R' JAN U 2005 Q ° 8" HDPE FORCE MAIN SHEET SSE 13 JRB o J RICHARD W. FERNANDEZ, P.E. 14722 DESIGNED RWF DATE 9/03 SCALE SHEET NO. m DRAWN TS DATE 9/03 MARK A. HAMPTON, P.E. 27391 BRADLEY T. BLAIS, P.E. 47130 AS SHOWN �e C PLAN DAVID A. KING, P.E. 50609 CHECKED RWF DATE 9/03 w ANDREW M. GIANNINI, P.E. 46601 APPROVED __ DATE __ JOB NO. Q w W OF 32 Co U i00 zIW J I W ASSESSOR'S SUB. OF THE SAMUEL BETTS GRANT Q j1 W M. B. 15, PG. 247 W .O.P. co TOP OF BANK o.aa A I 0.02 i RIGHT OF WAY LINE GUY POLE TOE OF BANK TBM #8 TOP OF BANK STA. 35+77 + — EDGE OF PAVEMENT BEGIN MOLEHEAD UTILTIES WESTERN RESERVE 8TH SHOT 519LF 12" F.M. RIGHT OF WAY LINE O.P. 2.82 ELEVATIONS BASED ON WEST EDGE OF PAVEMENT BEING 0.00' T.O.P.=TOP OF PIPE) SOD ALL DISTURBED CLEAR AS NEEDED AREAS WITHIN OLD (TYPICAL) MISSION ROAD RIGHT —OF WAY LOT 82 _ DIRECTIONAL -1 Ac KF SURVEYING SERVICES L.L.C. 411 N. PENINSULA DRIVE DAYTONA BEACH, FL. 32118 (386)-257-6757 FAX. (386)-257-6759 L.B.#7248 P.S.M. #6347 LEGEND: ASPH ASPHALT BOC BACK OF CURB BFP BACK FLOW PREVENTOR C CALCULATED BASED ON FIELD DATA CO CLEAN OUT CMP CORRUGATED METAL PIPE CONC CONCRETE ° DEGREES EL ELEVATION EP EDGE OF PAVEMENT ' FEET WHEN USED IN A DISTANCE SURVEYOR'S NOTES: FOC FACE OF CURB 1. THE SURVEYOR HAS NOT ABSTRACTED THE LANDS SHOWN HEREIN FOR EASEMENT AND/OR RIGHTS -OF -WAY OF RECORD OTHER THAN AS SHOWN. FH FIRE HYDRANT 2. NO UNDERGROUND INSTALLATION OF IMPROVEMENTS OR FOUNDATIONS HAVE GV GATE VALVE I CLEAR AS NEEDED BEEN LOCATED EXCEPT AS SHOWN HEREON_ INV INVERT l (TYPICAL) I 3. THE BUILDING AND/OR FENCE TIES IF SHOWN ON THIS SURVEY SHOULD NOT BE LT LEFT USED TO RECONSTRUCT PROPERTY LINES. MH MANHOLE ` 4. THE OWNERSHIP OF ANY FENCES SHOWN ON THE FACE OF THIS SURVEY IS I MINUTES WHEN USED IN A BEARING I UNKNOWN TO THE SURVEYOR. NTT NAIL & TIN TAB W W 5. FIELD SURVEY 08/31/04. 6. FIELD BOOK NIA, PAGE(S) N/A. 7. HORIZONTAL AND VERTICAL CONTROL BASED ON CIVIL ENGINEERING PLANS PVC PVMT POLYVINYLCHLORIDE PAVEMENT 1 PREPARED BY QUENTIN L. HAMPTON ASSOCIATES, INC. JOB NO. 03-0879. SECONDS WHEN USED IN A BEARING O 8. THIS IS A RECORD UTILITY SURVEY DEPICTING FORCE MAIN ONLY. RT RIGHT ASSESSOR'S SUB. OF THE M 9.C7DENOTES RECORD DATA. SMH SANITARY SEWER MANHOLE SAMUEL BETTS GRANT M.B. 15, PG. 247 W 10. VERTICAL & HORIZONTAL LOCATION OF UTILITY FEATURES DEPICTED HEREIN SS SANITARY SEWER Q WERE NOT FIELD VERIFIED BY THIS SURVEYOR AND COMMENTS PROVIDED BY THE STMH STORM SEWER MANHOLE INSTALLING CONTRACTOR(S) DIRECTIONAL DRILL DATA WERE RELIED UPON WHILE TBM TEMPORARY BENCHMARK PREPARING THIS SURVEY. WL WATER LINE WM WATER METER WV WATER VALVE WPP WOOD POWER POLE TOE OF BANK y STA. 20+92 +/— V_(�.BEGIN MOLEHEAD UTILTIES WESTERN RESERVE 5TH SHOT 40OLF 12" F.M. MASSEY ENTERPRISES 0. R. BOOK 2300, PC. 1745 THIS RECORD UTILITY SURVEY IS FOR AND ONLY FOR THE FOLLOWING: HAZEN CONSTRUCTION, L.L.C., QUENTIN L. HAMPTON & ASSOCIATES, INC., AND THE CITY OF EDGEWATER, FLORIDA. I HEREBY CERTIFY THAT THIS PLAT OF SURVEY OF THE SUBJECT PROPERTY IS TO THE BEST OF MY KNOWLEDGE, BELIEF AND INFORMATION TRUE AND CORRECT AS SURVEYED UNDER MY SUPERVISION ON THE DATES SHOWN HEREON. I FURTHER CERTIFY THAT THIS PLAT OF SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS PER F.A.C. RULE 61G17-6, ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, ACCORDING TO FLORIDA STATUTES CH. 472.027, SUBJECT TO ANY QUALIFICATIONS NOTED HEREON. THOMAS MICHAEL ROOKS, JR. P.S.M. FLORIDA REGISTRATION NO. 6347 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. DIRECTIONAL DRILL 1600 L 12" HDPE FORCE MAIN SOD ALL DISTURBED AREAS WITHIN OLD MISSION ROAD RIGHT —OF WAY RIGHT OF WAY LINE 18 M TAL CCORRR PIPE T.O.P. TOE OF BANK ME.. Ws TOP OF BANK EDGE OF PAVEMENT 0.00 A T.O.P. -4.82 RIGHT OF WAY LINE ELEVATIONS BASED ON WEST EDGE OF PAVEMENT BEING 0.00' T.O.P.=TOP OF PIPE) ASSESSOR'S SUB. OF THE SAMUEL BETTS GRANT M.B. 15, PG. 247 O RIGHT OF WAY LINE TOP OF BANK RIGHT OF WAY LINE ASSESSOR'S SUB. OF THE SAMUEL BETTS GRANT M.B. 15, PG. 247 18" CORREGATED T 00 ms 46 TOE OF BANK TBM 7 STA. 29+36 0 BANK EDGE OF PAVEMENT BEGIN MOL UT �fIES WESTERN RESE 7T SHOT 639LF 12" F. . T.O.P. - 3.07 ELEVATIONS BASED ON WEST EDGE OF PAVEMENT BEING 0.00' T.O.P.=TOP OF PIPE) DIRECTIONAL DRILL 1 600 L 12" HDPE FORCE MAIN 0 O.P. 11 - 3.OI t. TnDrC 7: A� 4 TOE OF BANK 14+67 +/— BEGIN MOLEHEAD UTILTIES WESTERN RESERVE 4TH SHOT 638LF 12" F.M. RIGHT OF WAY LINE LOT 82 50 0 GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. RIGHT OF WAY LINE RIGHT OF WAY LINE 18" CMP TOPT= OF BANK r' TOE OF BANK TOE OF BANK 2 EDGE OF PAVEMENT EDGE OF PAV TBM #3 N STA. 9+08 +/— EL. 9.0' -0.11 T.O.P. -2.71 RIGHT OF WAY LINE ELEVATIONS BASED ON WEST EDGE OF PAVEMENT BEING 0.00' T.O.P.=TOP OF PIPE) RIGHT OF WAY LINE r� 1� GRAPHIC SCALE I __j 25 50 100 200 t � W ( IN FEET) I Q W 1 inch = 50 ft. STA. 24+55 +/- -BEGIN MOLEHEAD UTILTIES WESTERN RESERVE 6TH SHOT 50OLF 12" F.M. 200 WILLIAM B. MOYER O.R. BOOK 2672, PG. 0301 '.O.P. •3.7E fp ■■ swoon i TOP OF BANK 0 TOP OF BANKy _ A$Q1{ALT PAVENT 0.00 z ro i.44 BEGIN M D UTILTIES WESTERN RESERV 3RD SHOT 58OLF 1 ' F.M. WES1 ELEV ATOP AMEN T BERG 0.00' EDGE OF 10p OF PIPE) S.0•'.= RIGHT OF WAY LINE Record Drawing JANUARY 2005 JRB h 8r CAP ..•■ w UENTIN L. HAMPTON ASSOCIATES,INC. CONSULTING ENGINEERS FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER: 626 FAX 904 761-3977 P.O. DRAWER 290247 PORT ORANGE, FLORIDA 32129-0247 904 761-6810 CITY OF EDGEWATER VOLUSIA COUNTY, FLORIDA PLAN RICHARD W. FERNANDEZ, P.E. 14722 MARK A. HAMPTON, P.E. 27391 BRADLEY T. BLAIS, P.E. 47130 DAVID A. KING, P.E. 50609 ANDREW M. GIANNINI, P.E. 46601 DESIGNED DESIGNEDDATE DATE SCALE AS SHOWN JOB N0. SHEET N0. DRAWN DRAWN DATE DATE /� `v �' � CHECKED HECKE DATE DATE APPROVED PPROVE DATE DATE NO BY REVISIONS DATE OF 32 m Q 0 r Ln 0 (V y SURVEYOR'S NOTES: 1. THE SURVEYOR HAS NOT ABSTRACTED THE LANDS SHOWN HEREIN FOR EASEMENT AND/OR RIGHTS -OF -WAY OF RECORD OTHER THAN AS SHOWN. 2. NO UNDERGROUND INSTALLATION OF IMPROVEMENTS OR FOUNDATIONS HAVE BEEN LOCATED EXCEPT AS SHOWN HEREON. 3. THE BUILDING AND/OR FENCE TIES IF SHOWN ON THIS SURVEY SHOULD NOT BE USED TO RECONSTRUCT PROPERTY LINES. 4. THE OWNERSHIP OF ANY FENCES SHOWN ON THE FACE OF THIS SURVEY IS UNKNOWN TO THE SURVEYOR. 5. FIELD SURVEY 08/31/04. 6. FIELD BOOK N/A, PAGE(S) N/A. 7. HORIZONTAL AND VERTICAL CONTROL BASED ON CIVIL ENGINEERING PLANS PREPARED BY QUENTIN L. HAMPTON ASSOCIATES, INC. JOB NO.03-0879. 8. THIS IS A RECORD UTILITY SURVEY DEPICTING FORCE MAIN ONLY. 9.Q DENOTES RECORD DATA. 10. VERTICAL & HORIZONTAL LOCATION OF UTILITY FEATURES DEPICTED HEREIN WERE NOT FIELD VERIFIED BY THIS SURVEYOR AND COMMENTS PROVIDED BY THE INSTALLING CONTRACTOR(S) DIRECTIONAL DRILL DATA WERE RELIED UPON WHILE PREPARING THIS SURVEY. RIGHT OF WAY LINE ES , - CW fop OF "Illill TOE OF BANKri b EDGE OF PAVEM T TBM #3 Z STA. 9+08 +/- EL. 9.0' of c RIGHT OF WAY LINE LEGEND: ASPH ASPHALT BOC BACK OF CURB BFP BACK FLOW PREVENTOR C CALCULATED BASED ON FIELD DATA CO CLEAN OUT CMP CORRUGATED METAL PIPE CONC CONCRETE ° DEGREES EL ELEVATION EP EDGE OF PAVEMENT ' FEET WHEN USED IN A DISTANCE FOC FACE OF CURB FH FIRE HYDRANT GV GATE VALVE INV INVERT LT LEFT MH MANHOLE MINUTES WHEN USED IN A BEARING NTT NAIL & TIN TAB PVC POLYVINYLCHLORIDE PVMT PAVEMENT 0 SECONDS WHEN USED IN A BEARING RT RIGHT SMH SANITARY SEWER MANHOLE SS SANITARY SEWER STMH STORM SEWER MANHOLE TBM TEMPORARY BENCHMARK WL WATER LINE WM WATER METER WV WATER VALVE WPP WOOD POWER POLE � I J W � L1J z > 1I o 0 m 0 0 < 0 J 0 0 U 0 N-) 1-- 1 1 1 N DIRT WAD DIRECTION L DRILL 80 LF WILLIA.If B. MOYER O.R. BOOK 2672, PG. 0301 12 HD E FORCE MAIN .O.P. s $ Wawa ,ter TOP OF SANK TOP OF SAKK > v pSpHALi PAVEO 00 A` 1.44 BEGIN EAD UTILITIES - WESTERN RES VE 3RD SHOT 58OLF 2" F.M. ON Y,IEgT EIIEV OF P MEN O BEING GE pF PIPE) ED T.O.P �?OP RIGHT OF WAY LINE DIRECTIONAL SURVEYING SERVICES L.L.C. 411 N. PENINSULA DRIVE DAYTONA BEACH, FL. 32118 (386)-257-6757 FAX. (386)-257-6759 L.B.#7248 P.S.M. #6347 C O O O b RICHARD A. & JENNETTE S. HANSIS O O.R. BOOK 1795, PG. 0517 ti O � ��OF 0" T OF SAX ,a- RIGHT OF WAY U Y2 OF PAUEM£NT T EDGE ri �� r 18 CAP ewe.BANK Wool TOP of EDGE OF PAVEIA�T ALT PA ENT ASS DAD UNE TBM #2 BEGIN MOLEHEAD UTILITIES STA. 5+54 WESTERN RESERVE 2ND EL. 9.1' 3 M. 30 i Li � wl � 00Li � Li1 GENUINE INVESTMENTS INC. O.R. BOOK 4590, PG. 1682 0 0 0 N THE NORTH LINE OF THE NORTHERLY 20 FEET OF THE SOUTHERLY 50 FEET OF LOT 6 TOP PIPE EL. 3.63 DIRT ROAD / GROUND , GROULVD EL. �6.� EL. L2D GROU D � EL. 7.2 GROUND EL. 7.1 THIS RECORD UTILITY SURVEY IS FOR AND ONLY FOR THE FOLLO ING: HAZEN CONSTRUCTION, L.L.C., QUENTIN L. HAMPTON & ASSOCIAT S, INC., AND THE CITY OF EDGEWATER, FLORIDA. I HEREBY CERTIFY THAT THIS PLAT OF SURVEY OF THE SUBJECT 11ROPERTY IS TO THE BEST OF MY KNOWLEDGE, BELIEF AND INFORMATION TRUE D CORRECTAS SURVEYED UNDER MY SUPERVISION ON THE DATES SHOWN HER ON. I FURTHER CERTIFY THAT THIS PLAT OF SURVEY MEETS THE MINIMUM TECH ICAL STANDARDS PER F.A.C. RULE 61 G17-6, ADOPTED BY THE FLORIDA BOARD OF FROFIESSIONAL SURVEYORS AND MAPPERS, ACCORDING TO FLORIDA STATUTES H. 472.027, SUBJECT TO ANY QUALIFICATIONS NOTED HEREON. THOMAS MICHAEL ROOKS, JR. P.S.M. FLORIDA REGISTRATION NO.6347 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. GROUjND EL. 7.2 GROU D EL 7.2 LOT 6 E. R ONALD & TERRI J. BENT TI D.R. BOOK 2482, PG. 1477 � UNE O.R. BOOK 1795, PG. 0517 SOD ALL DISTURBED AREAS WITHIN OLD -g 75 MISSION ROAD R (' I I WAY UNE -TOF OF BANK TOP OF SANK PAVl EDGE OF PAVEMENT ASP'll ° TBM # 1 0.00 *ORIGINATING STA. 0+00 +/- ASSUMED EL. 11.2' -0.04 STATIONING 3© BARB WI E GATE 8.08 4' BARB WIR GATE 9.48 DEEP U MWT OF WAY UN£ ON WEST EI.EVAnONS SASED PAVEMENT BEING 0.00 EDGE OF OW-RTS GIVEN) (PIPE PROPOSED ' PORARY PR TION - 20' P UTI�ENT x � � I L yC C, � �'(TYICAL) D JAMES R.2G�lO�B 0101!5' 5 R. BOOK 4705, PC. 794 I � N � LOT 2 LOT 4 LOT 3 r l rn DAWN W. CERB ONE GREGORY HOSSLER PATRICIA & CHARLES S. WHIT D SR. � O.R. BOOK 2713, PC. 0390 O.R. BOOK 2171, PC. 1243 O.R. BOOK 4981, PG. 29 _ GROUNDU) .0 _ 1600) VF 12 PVC FORCE MAIN GROU EL 6.9 � N TOP 12 IN IN -DIRT ROAD --EL. 7_7711 _'7) mIN Wil - - TOE OF BANK EL. 5.21 It xTOE OF BANK x FOUND 1' IRON PI TOP OF BANK Qi YOt jZ GROUND GROUND o EL. 7.0 EL. EASEMENT #,5 46.3 1440� NO BY REVISIONS DATE F BEGIN MOLEHEAD UTILITIES 540LF 12" F.M. AL, NTI N G S T ` BANK )I 900 BEND DIRECTIONAL DRILL 15 LF E DPE FORCE MAIN �r TOP OF BASK GRAPHIC SCALE RECOVERED NAIL & DISK ASPHALT PA ENT (LB4014) EL. 8.46 50 0 25 50 100 SITE BENCHMARK #4 EDGE OF PAVEMENT BARB WIRE G q 9c,B8��6 WIRE lE POST I a I 1 gl � I PROPOSED 20' TEMPORARY CONSTRUCTION EASEMENT I L � FITTING 1 I 1 -HDPE TO PVC COUPLING � LF 12 PVC FORCE MAIN � 207 � I 30-00 9�-9f � � MATCH LINE M gl SEE BELOW 20.00' (7) � o I o � ►0 i 0.00� 11 GENUINE INVESTMENTS INC. O.R. BOOK 4590, PG. 1682 CLEAR AS NEEDED (TYPICAL) REBUILD DIRT ROAD WITH 6" THICK SHELL IN ALL AREAS DISTURBED DURING CONSTRUCTION AND REGRADE SOD ALL AREAS DISTURBED REMAINING PORTION OF ROADWAY WITHIN DITCH BANK SLOPE. TO EXISTING OR BETTER CONDITION SEED AND MULCH REMAINING AT COMPLETION OF FORCE DISTURBED AREAS. MAIN INSTALLATION. (TYPICAL) HE NORTHERLY 20 FE T OF THE SOUTHERLY 50 FEET OF LOT 14 NCMTR0NE-0F�fRE _IqDRTFI-26_l= 0-'TH-177SOTJ-TH -3T FETE bF-LOT14 RT R PE TOE OF BAN E L. x TOE OF BANK 4' SAAED RE I CE FOUND 5 8 I x GROU D PROPOSEDEL. 6.6 20' TEMPORARY GROU D GROUND GROU D EL. 6.6 EL. 6.6 EL. 6.6 CO TRUCTION PROPOSED T L} 20' PERMANENT UTILITY ASSESSORS SUB OF THE BETT ASEMEN T -y�MN MAP BOOK 3, PAGE 153 F LOT 8 JOHN R. & MAR Y P. KENNED Y O.R. BOOK 2007, PG. 1781 DENTIN L. HAMPTON A880CIATE8, INC. CONSULTING ENGINEERS FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER: 626 FAX 904 761-3977 .0. DRAWER 290247 PORT ORANGE, FLORIDA 32129-0247 904 761-6810 70.6 LOT >0 DORIAN M. MASSEY O.R. BOOK 4595, PG. 1140 CITY OF EDGEWATER VOLUSIA COUNTY, FLORIDA PLAN GRAPHIC SCALE 50 0 25 50 100 24- CORRE TED PE FOUND 5/8 Ill LB 25" GROUND EL. 6.5 ( IN FEET ) 1 inch = 50 ft. GROUND EL. 6.3 GROUjD EL. U7 57.1 200 EL. (6.3 ( IN FEET ) 1 inch = 50 ft. HOW 200 Z I� h I� LLJ z (I-- LLJ L1J Z u� � I— I LLJ Q II I _ TOP PIPE GROUND' EL. 6J i Record Drawing JANUARY 2005 JRB RICHARD W. FERNANDEZ, P.E. 14722 MARK A. HAMPTON, P.E. 27391 BRADLEY T. BLAIS, P.E. 47130 DAVID A. KING, P.E. 50609 ANDREW M. GIANNINI, P.E. 46601 DESIGNED RWF DATE 9/03 SCALE AS SHOWN JOB NO. SHEET NO. DRAWN TS DATE 9/03 10 CHECKED RWF DATE 9/03 APPROVED -- DATE -- OF 32 ROAD _ FORCEMAIN DESCRIPTION NO,# TO TIE TO TIE TO TIE TO FM VALVE V12 TO 25" OAK = 213` SOUTH FENCE = 23' EAST FENCE = 87' FM TEE Tl TO 25" OAK =213` SOUTH FENCE = 19' EAST FENCE = 7' w 0 w I z� w Lli F_ zl - W J Lj IV) U �—I W CLEAR AS NEEDED cQ W (TYPICAL) G DIRT ROAD .._.. �..�.,._. ---.-�---• TOPMOF BANK TOE OF BANK IUL OF BANK 4' BARBED WIRE FENCE i i ABBREVIATIONS: TOP = TOP OF PIPE W/L=WATERLINE INV. = INVERT WV = WATER VALVE MH = MANHOLE FH = FIRE HYDRANT EL. AND ELEV. = ELEVATION W.M. = WATER MAIN T.C. = TOP COVER S.D.= STORM DRAIN M E S = MITERED END SECTION F.M. = FORCE MAIN RCP = REINFORCED CONCRETE PIPE SAN = SANITARY I.R.C.= IRON ROD & CAP RU = RE —USE WATER EOP/EP = EDGE OF PAVEMENT TYP = TYPICAL PVC = POLY VINYL CHLORIDE CONC. B.O. = = CONCRETE BLOW OFF CL = CENTERLINE OF ROAD LF = LINEAR FEET BOC = BACK OF CURB GV = GATE VALVE DCS = DRAINAGE CONTROL STRUCTURE/ STORM INLET LOT 14, SOUTH THIRD OF THE AMBROSE HULL GRANT O.R.B. 16, PAGE 165 TOE OF BANK 'ATIONING IS BASED ON THE CENTERLINE OF PIPE. DIRT Roan • E I ggS £I i i F MATCH LINE "Q" F' 1+94,08 I' SEE SHEET # 12 } 194 LF 6" PVC FORCE MAIN SOUTH LINE OF LOT 14 EASEMENT 05 NOTE SEE SHEET ■ 11-A FOR WORK IN THIS AREA Tj 6 ^ 3 0 0-11" 4,590. PROPO r I nJ�Ld Q'tD �L � QO +OU c'~ c� 0 0 Cu SOD ALL AREAS DISTURBED WITHIN DITCH BANK SLOPE. SEED AND MULCH REMAINING SED J ! . li < CD DISTURBED AREAS. 20' TEMPORARY = I o CONSTRUCTIOI` 3"' =- PROPOSED EASEMENT I ,� 5 1:= Duo �'' 20 PERMANENT (TYPICAL) UTILITY i 3 f11 + S4 z 3 Covpr EASEMENT 10`0FM0 TE (TYPICAL) 3'COVER � - ;' 7.00' DIRT ROAD x m _..._. __..._... e < O TOP OF BANK CD O TOE OF BANK 4' BARBED WIRE FENCE 24' CORR GATED TOE OF BANK 0+03 3' fJVER FITTINGS —12" X 6" TE — 6" GATE VALVE & B 7 600 LP 1 2" PVC FORCE MAIN MASSEY ENTERPRISES O.R. BOOK 2300, PG. 1745 RANCH LOT 14, SOUTH THIRD OF THE AMBROSE HULL GRANT O.R.B. 16, PAGE 165 �..a . � +dam 0OK")'t., e.s 0. �� v�. a 1689 REBUILD DIRT ROAD WITH 6" THICK SHELL IN ALL AREAS DISTURBED DURING CONSTRUCTION AND REGRADE REMAINING PORTION OF ROADWAY TO EXISTING OR BETTER CONDITION AT COMPLETION OF FORCE MAIN INSTALLATION. (TYPICAL) GENUINE INVESTMENTS INC. O.R. BOOK 4590, PG. 1682 zoo D J THE NORTH LINE OF THE NORTHERLY 20 FEET OF THE SOUTHERLY 50 FEET OF LOT 14� Q w 71 rip > ` D i 0 r-o �0 m ri m n mr ri _.,_..__- ___�----.• .,__.__-_ _.._..�._ _ ...._--___ ...—..,._. _.-------•,.......... m m _ _.._ DIRT RO T P OP OF BANK PROPOSED TOP of BANK Orn 0 20' PERMANENT PROPOSED cold Z� UTILITY EASEMENT 20' TEMPORARY m x F (TYPICAL) CONSTRUCTION ff EASEMENT ROAD NOTE. SEE SHEET • 11A FOR WORK IN THISIIAREA REVISION # DATE: & ASSOCIATES, INC. FINAL AS —BUILT SURVEY OF: SURVEYOR'S CERTIFICATE 4SLIGER PROFESSIONAL LAND SURVEYORS A S B U I L T SANITARY SEWER FORCE MAIN &FITTINGS I HEREBY CERTIFY THAT THIS PLAT MEETS THE MINIMUM LICENSED BUSINESS CERTIFICATION # 3019 TECHNICAL STANDARDS SET FORTH BY THE FLORIDA 2 2004 Sliger & Associates, Inc. SURVEY BOARD OF PROFESSIONAL LAND SURVEYORS IN 3921 NOVA ROAD PORT ORANGE, FL. 32127 (386) 761-5385 CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472+027, FLORIDA STATUTES. SURVEYOR'S NOTES NOTICE: WWW.SLIGERASSOCIATES.COM THERE MAY BE ADDITIONAL RESTRICTIONS AND/OR OTHER MATTERS THAT ARE NOT SHOWN ON THIS PLAT OF SURVEY/SKETCH OF DESCRIPTION THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. STEPHEN B. SLIGER, P.L.S. NO. 3794 ELEVATIONS REFER TO SITE DATUM J.E. ZAPERT, P.L.S. NO. 4046 THIS SURVEY/ SKETCH PREPARED WITHOUT BENEFIT OF AN ABSTRACT. �—INDICATES AS —BUILT INFORMATION STEVEN T. KRUGER, P.L.S. NO. 4722 C.O. VAN KLEECK, JR., P.S.M. N0. 6149 DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF. MICHAEL S. MURPHY P.S.M.NO. 6208 AS —BUILT SURVEY 9-14-2004 UNLESS OTHERWISE SHOWN, RECORD DISTANCES AND DIRECTIONS AND FIELD MEASURED DISTANCES AND DIRECTIONS LAST FIELD DATE "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL UNDERGROUND FOUNDATIONS, IF ANY, NOT LOCATED. JOB 04-1617 CAD TECH: AB CHECK: MM # RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND UENTIN L. HAMPTON ASSOCIATES, INC. CONSULTING ENGINEEQS TS SHOWN LIFT STATION AS EXISTING PER DEP COMMENTS 10/03 FLORIDA CERTIFICATE OF AUTHORIZAl10N NUMBER: 628 FAX 904 781-3977 NO BY REVISIONS DATE P.O. DRAWER 290247 PORT ORANGE, FLORIDA 32129-0247 904 761-6810 CITY OF EDGEWATER VOLUSIA COUNTY, FLORIDA _ D x4BARBED _ m WIRE FENCE E OE -OE — PROPOSED 20' TEMPORARY CONSTRUCTION EASEMENT (TYPICAL) F �...t - (TYPICAL) .-,i r , it . .21300K : s+�' i.,ts �.r� •, .F. �... SY ��:`` GRAPHIC SCALE 50 0 25 50 100 w I r :1 GOVERNMENT LOT 4 Q� I SECTION 31, T-17—S, R-34—EIm I x 14 4 f a e x 0 2W I ( IN FEET) 1 inch = 50 ft, I I R.J. DOUCHERTY ASSOCIATES, INC. 31-17-34-00-00-0124 1 0 0 0 1 0 s i 0 0 0 cv 0 CN f S t ASPHALT PAVIEW NT OE LSE O� OE - 0 r r ASEMENT *5 CL w W Z � Lj Li U = Q :m W W RANCH ROAD WESTERN RESERVE AREA UTILITIES Wff, _x 0 EXISTING- LIFT STATI 0 1 x s F f 4, > o- co h x TEL 1 � _ f l � x 3 .k � k r ^X X* ~; i1 # t ") „' L-.J ram' i f jj _:I O - RIGHT OF WAY LINE EMRAom TO n MASSE1 RMIM o N o 4 AIRPAW a � RIGHT 0 Y 'LINE ±fiord Drawing p JANUARY 2005 JRB RICHARD W. FERNANDEZ, P.E. 14722 DESIGNED RWF DATE 9/03 SCALE MARK A. HAMPTON, P.E. 27391 DRAWN TS DATE 9/03 AS SHOWN BRADLEY T. BWS, P.E. 47130 PLAN DAVID A. KING, P.E. 50609 CHECKED RWF DATE 9 03 ANDREW M. GUWNINI, P.E. 4660f APPROVED DATE — JOB N0. SHEET N0. 11 OF 32 DIRECTIONAL. SURVEYING SERVICES L.L.C. 411 N. PENINSULA DRIVE DAYTONA BEACH, FL. 32118 (386)-257-6757 FAX. (386)-257-6759 L.B.#7248 P.S.M. "347 in NOTE: i SEE SHEET # 11 FOR �- �I WORK IN THIS AREA O I 0 zI CLEAR AS NEEDED ` (TYPICAL) z W J= W _ Z Us � � L�J Q � L1J - - - - - - - - - - - - - - - -TOP- DIRT ROAD TOE OF BANK TOE OF BANK IQE OF BANK i(JE UP UAINK 4 MATCH LINE "Q"'I , 0 PROPOSED FEATURES TO � _ .._._.--_ -_ __--_�-l.-- - __ ...._ _ �.- _ ._ REBUILD DIRT ROAD WITH 6" THICK BE INSTALLED AT A LATER SEE SHEET # 12 SHELL IN ALL AREAS DISTURBED DATE I � DURING CONSTRUCTION AND REGRADE REMAINING PORTION OF ROADWAY � ? � TO EXISTING OR BETTER CONDITION � AT COMPLETION OF FORCE 1 � T OD ALL AREAS DISTURBED ITHIN DITCH BANK SLOPE. MAIN INSTALLATION. (TYPICAL) EED AND MULCH REMAINING 5 Q ISTURBED AREAS. 3 I d' 23.00PROPOSED o ao.00 20' TEMPORARY 1�g 86 ► 0 CONSTRUCTION I< BARBED WIRE FENCE EASEMENT Ly G�j� POST (TYPICAL) TOP NUT 6" GV TOP PIPE rl TOP NUT 6 EL. 2.42 NUT 12' INLINE GV Et. -DIRT----------3�2- DIRT RO -- ---- S � --TeP- P �---- __ 42,1g_____ - - m- - - - - - - - - - - X 4' BARQED WIRE 1177-1 4 BARBED FE E GRDU D TOP OF BAl�ft U D GROU D S U T HLINE 0 40T 14 EL. 6.7 vVEL. 6.4 EL. 5.8 I SURVEYOR'$ NOTES: 1. THE SURVEYOR HAS NOT ABSTRACTED THE LANDS SHOWN HEREIN FOR EASEMENT AND/OR RIGHTS -OF -WAY OF RECORD OTHER THAN AS SHOWN. 2. NO UNDERGROUND INSTALLATION OF IMPROVEMENTS OR FOUNDATIONS HAVE BEEN LOCATED EXCEPT AS SHOWN HEREON. 3. THE BUILDING AND/OR FENCE TIES IF SHOWN ON THIS SURVEY SHOULD NOT BE USED TO RECONSTRUCT PROPERTY LINES. 4. THE OWNERSHIP OF ANY FENCES SHOWN ON THE FACE OF THIS SURVEY IS UNKNOWN TO THE SURVEYOR. 5. FIELD SURVEY APRIL 27, 2004. 6. FIELD BOOK 33, PAGE(S) 43,44,49,65, FIELD BOOK 34, PAGE 32. 7. HORIZONTAL AND VERTICAL CONTROL BASED ON CIVIL ENGINEERING PLANS PREPARED BY QUENTIN L. HAMPTON & ASSOCIATES, INC, WESTERN RESERVE AREA UTILITIES BID NO. 04-ES-01. 8. THIS IS A RECORD UTILITY SURVEY ONLY. 9.<=> DENOTES RECORD DATA. 10. WHEN CONVENTIONAL METHODS OF MEASUREMENTS WERE UNAVAILABLE, CONTRACTORS COMMENTS AND FIELD MEASUREMENTS WERE RELIED UPON WHILE PREPARING THIS RECORD SURVEY. L}J I >I 01 mI <I o I GROUND LEGEND: EL. 6.5 ASPH ASPHALT BOC BACK OF CURB BFP BACK FLOW PREVENTOR C CALCULATED BASED ON FIELD DATA CO CLEAN OUT CMP CORRUGATED METAL PIPE CONIC CONCRETE ° DEGREES EL ELEVATION EP EDGE OF PAVEMENT FEET WHEN USED IN A DISTANCE FOC FACE OF CURB FH FIRE HYDRANT GV GATE VALVE INV INVERT LT LEFT MH MANHOLE ` MINUTES WHEN USED IN A BEARING PVC PVMT PAVEMENT ql SECONDS WHEN USED IN A BEARING RT RIGHT SMH SANITARY SEWER MANHOLE SS SANITARY SEWER STMH STORM SEWER MANHOLE WL WATER LINE WM WATER METER WV WATER VALVE WPP WOOD POWER POLE ■i _ ._ ... +� � � aim a-cins� �_ �- - _ .�� iyiiaa�rr_.��■� �� _"iaY..�Z..l: i'_ a_S_ _ i .� " Eel :1911 all a rol i • i i GROU D J 1-12 X 6" TEE v `" ' CONSTRUCTION E�. 6.1 �S 1-6" GATE VALVE BOX 42,19 (TYPICAL} EASEMENT 0 (TYPICAL) S DLF 12 PVC FORCE MAIN WI 0 SET 5/8 IRC W� (LB 7248/PSM 6347) I EL. 8.04 U� N SITE B I TOP BEE TOP P E EL I � I hKVU VU � hKVU ` I GROUND EL. 8.0 THIS RECORD UTILITY SURVEY IS FOR AND ONLY FOR THE FOLLOWING: HAZEN CONSTRUCTION, L.L.C., QUENTIN L. HAMPTON & ASSOCIATES, INC., AND THE CITY OF EDGEWATER, FLORIDA. I HEREBY CERTIFY THAT THIS PLAT OF SURVEY OF THE SUBJECT PROPERTY IS TO THE BEST OF MY KNOWLEDGE, BELIEF AND INFORMATION TRUE AND CORRECT AS SURVEYED UNDER MY SUPERVISION ON THE DATES SHOWN HEREON. I FURTHER CERTIFY THAT THIS PLAT OF SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS PER F.A.G. RULE 61G17-6, ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, ACCORDING TO FLORIDA STATUTES CH. 472.027, SUBJECT TO ANY QUALIFICATIONS NOTED HEREON. THOMAS MICHAEL ROOKS, JR. P.S.M. FLORIDA REGISTRATION NO.6347 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. E 12" PVC FORCE MAIN ...... . . Blum �OPOSED 20' PERMANENT UTILITY EASEMENT (TYPICAL) SEED AND MULCH ALL DISTURBED AREAS. (TYPICAL UNLESS SHOWN OTHERWISE) . . ...... UENTIN L. HAMPTON AS80CIATEB, INC. CONSULTING ENGINEEP-8 FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER: 626 Al TS SHOWN LIFT STATION AS EXISTING PER DEP COMMENTS 10/03 FAX 904 761-3977 NO BY REVISIONS DATE P.O. DRAWER 290247 PORT ORANGE, FLORIDA 32129-0247 904 761-6810 GRADE GRADE BREAK BREAK (TOE) (TOB) RBED OE O`- GRO EL. 8.1 EL. 8.4 PROPOSED 20' TEMPORARY CONSTRUCTION EASEMENT (TYPICAL) CITY OF GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 0 G o 0 0 o 0 o o ■ EASEMENT #5 EDGEWATER VOLUSIA COUNTY, FLORIDA )0 TOP P E DIRT ROAD E- - -_ GIRDI]INGROU D OUND EL. T°F OF E3A EL. 7.2 EL. 6.8 EL. 7.4 1 EL. 8.0 7 0 0 0 X 7� 200 x K FEN o � W 165,06 x r� TOP NUT 12" GV EL. o.� x-x x ®EX STINGS C 4.0 OF HOVER I FT STATI O E 4,9� _Z J W o0 = 1,70 �- x � LLJ Lij Record Drawing JANUARY 2005 JRB J w a TOP P E EL. 8.65 =110-mm 1 � w Nr �' 1 y' RIGHT OF WAY LINE o o C) ENTRANCE TO MASSEY RANCH AIRPARK GHT OF WAY LINE RICHARD W. FERNANDEZ, P.E. 14722 DESIGNED RWF DATE 9/03 SCALE MARK A. HAMPTON, P.E. 27391 DRAWN TS DATE 9/03 AS SHOWN BRADLEY T. BIAIS, P.E. 47130 PLAN DAVID A. KING, P.E. 50609 CHECKED RWF DATE 9/03 ANDREW M. GIANNINI, P.E. 46601 APPROVED -- DATE _- JOB N0. SHEET NO. I IA OF 32 H 3 - r- I I 000 REVISION # DATE:` 4 SLIGER & ASSOCIATES, INC. FINAL AS -BUILT SURVEY OF. SURVEYOR'S CERTIFICATE PROFESSIONAL LAND SURVEYORS A S B U I L T SANITARY SEWER FORCE MAIN & FITTINGS I HEREBY CERTIFY THAT THIS PLAT MEETS THE MINIMUM LICENSED BUSINESS CERTIFICATION # 3019 POTABLE WATERMAIN, VALVES, FITTINGS, & SERVICES TECHNICAL STANDARDS SET FORTH BY THE FLORIDA I 2 2004 Sliger &Associates, Inc. S U R UL Y BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61 G17-6, FLORIDA ADMINISTRATIVE CODE, 80 LF 12 PVC I 3921 NOVA ROAD PORT ORANGE, FL. 32127 (386) 761-5385 1 PURSUANT TO SECTION 472.027, FLORIDA STATUTES. l � FORCE MAIN I �> » SURVEYOR'S NOTES NOTICE: WWW.SLIGERASSOCIATES.COM MATCH LINE P THERE MAY BE ADDITIONAL RESTRICTIONS AND/OR OTHER MATTERS THAT ARE NOT SHOWN ON THIS PLAT OF REMOVE EXIST 6" 90° BEND _ EE EET' # 11 SURVEY/SKETCH OF DESCRIPTION THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. STEPHEN B. SLIGER, P.L.S. NO. 3794 ELEVATIONS REFER TO SITE DATUM J.E. ZAPERT, P.L.S. NO, 4046 AND CONNECT TO EXIST. 6" THIS SURVEY/ SKETCH PREPARED WITHOUT BENEFIT OF AN ABSTRACT. �"`�-INDICATES AS -BUILT INFORMATION STEVEN T. KRUGER, P.L.S. N0. 4722 GRAPHIC SCALE PVC FORCE MAIN. PLUG & I DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF. �--/ C.O. VAN KLEECK, P.S.M. N0. 6149 MICHAEL S. MURPHY P.S.M.NO. 6208 so 25 30 goo zoo ABANDONED 6" FORCE MAIN I I AS -BUILT SURVEY 9-14-2004 1 SAW CUT & REPAIR PAV'T. UNLESS OTHERWISE SHOWN, RECORD DISTANCES AND DIRECTIONS AND FIELD MEASURED DISTANCES AND DIRECTIONS LAST FIELD DATE "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL 1 FITTINGS UNDERGROUND FOUNDATIONS, IF ANY, NOT LOCATED. AB CHECK: MM RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND IN FEET } 1-6 SLEEVE 1 1 1 inch = 50 f 1- 6" 90° BEND r FITTINGS 1-12 90 BEND 1-6" GATE VALVE & BOX 30 x 2-12" 45" BENDS PLUG AND ABANDON 0 1-12 X 6" REDUCER � i �PVC 1 1 I v 1 V I 1 v L I r 11 t l l • I V V V V 1 1 1 1 � i 1-12" TEE x X 1-12" GATE ,..,A- \�+f.1 ESTIMA7EG Tye^w -1 -x 12.7 10.7 So r� x® lx ui 1 ESTIMATED L EL �� A m rr d a t �'�� r , a fi..:r. s - �r; 1 1 �__ ,.,h.,<. ,p4{ .� . -„<�. < a - 'gin. •. ... h w.. >.raa>'✓•:-,-�-,_. ,.^-.;` D-.�,.-;,� C:.c, : �. • . , . ..tea_-. - -, 2599 ,.^•...�.^.c..=n>-,,-. �'-.r�r':. „sr4 =.,at-'�.•R r,.,,•x�_.. -,� •..a;,F t..,.,,w .�..,.,,..r..r,...., � - - �..•a.n„ .a..•.,•=,,.:..a. .ur+ .e.��,',•/:. ��.R .,.:.�•wti:.,a..->r,,: _.s,.. <s..>,-• - . 15 LF --P��--FARCE _ �.,.,._�,�....�.•:,., ��.:p. .w.�sr.� - 1 49 ✓...•.,r4+..--.�_ .-•. ,. _,.,, ... e. .,. � � .iJ.dAISPAF�-ENt F2 �� r+.�.��.a.a'�� qPP APPAR ROW.. a►r..w.rrrs.r....+,..r+:r•. + PVCPP R�E T� is ` 12.5 PVrw. 4 iFORCE MAN x x V = - - x11. - g MH - - V - - - IDS 4>_ 8" PVC 9 If�1VM 0.5 ' -i1--11 1 �1 N.NL & DISK ° 13.6 \ 13.5 3 �3.9 x12.5 x12. x11.9 X!?.2 x12. xNa to p XF v X X \\ x REF SINCE DATE OF PHOTOGRAPHY O O �q x p, xl?_ 8 112 a" ASF' ASP x TEL �?9 TEL TEL TEL lEL 12.7 Asp J W x12 •i yr ASP D7 x OS r M T TEL TEL W �.. S 1 128 W TEL ftL «' ,,;"a'•:r'-- -4- ,,.,...,,. ;,..,.... r.,,--.-.";r..'"'.^^1r`+.•.v1_ !AB L yh �� L _ 7EL ��-�G� —APPARENT ROYe�VJ A TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL 7EL c �r Y !*, •`, .1:... -'-• `ifi. _. f^-�' . h.,;,.,,,.,,,....r T _ _ P O OA P L __ L TE_ TEL TEL 7EL L �� TEL -_ 7 �� TEL w� W VJ W W PO TEL W W T t �_ �L T£L iQ9 7EL -�- TEL 7EL TEL x APPARENT ROW -LB . A��APPARENT ROW APPARENT RO R'TELnel�•r�''i- o PA E �G� QI __ r�-•^`q .>jA HH-d^ ... ., ..a4 e•,;.-y.y..:•..,..,.a-..,+.+,r:.,....-^,:..r 7.777.^v"W";'y,R,.,M,t.�r.y.•.:_,r•'vw,.-,.•:,•^z... OS� ^L....,,:.,.f.,,,,,r.. . > . . c�"' Y"'"•'"- " TEL SERVICE CABINET p `-'•e„ .-? .,S •t. I : �^, -` - - _'•y„_,.,'v,VT4.-„•-,,.,.,=Ck".r'v';a.t.•V^!"t".:'v.`t•`S.ea-a. 5 RAVEL % J RAVEL �RAV G _ GIRT 1 119 _ O .:.._ ,...�•. err r 21 f X 11.9 s 11. i, to, �_� w•*. �r•.r,! r M w'. u,r; ,, x ` X MULTI [ I ' v:..-,..y,..: 4 ••v,P,n-: ;•^n^nr<4.•-„`a-+,r v'tr r ,"4.,. v v+'r'ti-•�'- v'•',•'trwb r't"':�-^r ..r`."Y.... v:....,.,. ,4;', •."Z :•r.,, ` ` ' �� M� 11.8 12.7 `' s�� / r..:4 9.9 i .cJ„.: • 6' TREES C DIRT I `�.�' ,nr•,,.,�.,: '.r:,•- s'. ram; -:y r r.,,._ U• SvR ...,,..,..°...,,.<,r Sr_•S.r>: .'.,s......... _ x }•- "i-�,s `�.` +EsnMATEo " "". - ...,,TEl -a+ 1 i. .n.=c.�+..:,,:< ax 99 g9 9 �� ----r- x'q •' ^+��` 00D p 3O o y l �fx 12.6 x _ .�.r sW .� o:. I:A , w° *- ..r.,R- .:•r r ( 1 x x 9 x xl,.t . �' i i i x x`` < ✓ i x� ro w 10 v= a' mI I= :. l . o NOTES O � =,z 1 0 * 1 g 73 SEESHEET �j 12A FOR y. 1 3 PC + Fri > --3«.. `i4 b u 35 WORKtti IN THIS AREA 4 i ABBREVIATIONS: ril TOP = TOP OF PIPE WL=WATERLINE INV. = INVERT WV = WATER VALVE `- I MH = MANHOLE FH = FIRE HYDRANT \ 4 W.M. = WATER MAIN "-� �" EL. AND ELEV. - - ELEVATION - S.D.- STORM DRAIN µ' T.C. = TOP COVER M E IS=MITERED END SECTION F.M. = FORCE MAIN + R RCP = REINFORCED CONCRETE PIPE SAN =SANITARY = I.R.C.= IRON ROD &CAP TYPRU RTYPICAL E-USE WATER EOP/EP = EDGE OF PAVEMENT VERT -VERTICAL PVC = POLY VINYL CHLORIDE B4O. = BLOW OFF FM= FORCEMAIN LF = LINEAR FEET STATIONING IS BASED ON THE CENTERLINE OF PIPE. BOC = BACK OF CURB GV = GATE VALVE DCS = DRAINAGE CONTROL STRUCTURE/ STORM INLET TIE BOX E . : if 3 ? A.� .r : �:AlT �t�A" jj sttyy r•{jrS; Dx, f I u I I f 1 i 0 ch { a z � I� i I LLI I i 3 i CY Lu LI cc I i z W Z I-- I W� dr ' J 3 W CONNECT PTO EXIST 10?1 k-7 - ff. i L.1.4:. _ s..im U.", 1 UP r• -•`y - •-^ . a r"t ='^•, a.,._ t C {` jSs._#...~#'{iii { 3 :}.. Il` ;s y M;IN }v. d s }T 25 ; :. - { L_: _.;.. ? t 1 WATER { <. -1 7_1 A 1 I... C..L. . ��...r ;�� -10" TAPPING �j LF 0 PV VALVE` &SLEEVE �3 WEST LINE OF THE WATER MAN FITTINGS EASTERLY 2011.00 FEET f t;• 2-10� 45' BEND OF LOT 13 WEST LINE OF THE r t� FITTINGS EASTERLY 1991.00 FEET f �< -10" 45' BEND OF LOT 14 GRAPHIC SCALE REBUILD DIRT ROAD WITH 6" THICK` LF 1 0 PVC _22" Nstms 0 50 0 25 50 100 200 SHELL IN ALL AR ALVE �Y AREAS DISTURBED DURING CONSTRUCTION AND REGRADE WATER MAIN 2+16 REMAINING PORTION OF ROADWAY OPEN CUT AND 45° BEND IN FED) - t INSTALL 5 LF 1 inch = 50 TO EXISTING OR BETTER CONDITION 4+ ,'B2 11 Lu = WEST LINE of THE LOT 14 AT COMPLETION aF FORCE 45 BED o+s7 2 STEEL CASIN 2+19 n CD U � 1021 SOD ALL AREAS DISTURBED EASTERLY MAIN INSTALLATION. 1 -8.6) z VENT �. K 45° BEND 10 2011.00 FEET LLATION. (TYPICAL) 2 0+10 T Q I �3o N W WITHIN DITCH BANK SLOPE. OF LOT 14 45°BEND B2 0+1 t-4.1> 2 W/ 170 LF 0 PVC r ;! 6 +zv ��m o Q W LF 6» PVC FORCE MAIN SEED AND MULCH REMAINING MASSEY G I a 10 G WATER MAIN CARRIER z+10 2+30.32 DISTURBED AREAS. 1,. , i VENT 8 6° Gv 50' PRIVATE ROAD EA,SE'MENT EAST GATEWAY DRIVE _ �� PIPE __...._........-.... _..�_ _........_.......__.�.___..._.. ,.,..... ..�_,._.,,.._.,..__-_-__�__. .,._................_._._..... .r . __.._. ....�,...._.,.. ..__...... _........_.,..,. .__._,,,.r .._,._...._..,._ __ _..._... _ _.• •_...__ ._.,._.�....,._,._.» _._...__..._„_-..,..... ..�..._....,__,...•�.._. _..._�� _"'_� - _ � ,_..,. ,,.... _.,•.._....._._.. /[� -s � z ; 1 >�" BO 0L} ; i ._...�.._......_...._.. __._........-.,.-._..,..___. ._.-.._...,.................«...Y..-,........ .,_.,...__...._............... ...._........._..._...._..•_ _...,....._.,......_. ..•. _. ..v.. _. _....._..._-__,.,,t.y,,. .. _. ! Y•a,_.... `.M1ie., nt-,.«/ i f •, jt 3y 1 �d 1.-V`. l.t�i .tr, ... 'i'•"'T. y I PIP . _..x � . _ .. x us,x sue- - - _ ROAD ,. _ .._ .__ _..__. w._MW_ __ ..._ r. _ _ _ DIRT ROAD T ROAD _ _ ..__ _ Sir _ C i :.! �` � .,.!! �� t! !! � � � � .._.......--^ __.-___._..... .T_.....� � _._.. ...»._,.__. ,..,._,...,._ _.,___, _. _...............r �{' •_�.�`..�v�.'....� .. T i �� r� n, l r - -J 15+�9 : r -. r o __.. w .. _...._z _.�_ x X X Y Y x-�lF' C. �E _ _� N %C V - � i 6 G V15+30.3 Of N s� .�. x �. �.. 4� x x x .� �1 x� .ZL x x x x x X �x x X ESE- - �_ y ,.� _ ._.__ �� c-)oo 2+00 2+76.92 3+00 4+00 BARBED WIRE mNcs S+00 6+00 - �.. 'L. x x r -.� - + i 7 00 + s RE FErcE - mil �x 6 B L 0 W ❑ F o p +0 { ry 1+00 1 5+59 8 00 8+50 't3 tY" I 1 00 11�.�ReEa WIRE FEni _ f, . _, '_ it.�_' VT B2 mow 0 �, TOP FM I TOP FM + 1 +00 P +70 - -i T^�1. 00 r B01 i 3 COVER € p TOP FM ry 11 3$ EPTH8 1 +0 1 3+50 14+00 15+04 15+08 m �t? O I 3' C❑VER PROPOSED 3,4' COVER TOP FM ,�r VENT VENT 45° BEND I FENCE 16' ml 1 = - o� 7I FENCE 16' FENCE 16' J 3.8' COVER z+15 r 13 15 1 +27 OPEN CUT AND r t-4.4) :�` { # DEP H3' 4 BEN B2 EASEMENT# 20 TEM PQRARY o FENCE 16 3 8 C❑VER C 4,6 > , + �� PROPOSED CONSTRUCTION FENCE 1 45°BEND B2 moN f' r` 13+32 I N STALL �-Sz- LF 5 3 f t # DIRECT 0 RILL I 20 PERMANENT EASEMENT L t-9.2 8 STEEL CAST as° BEND I UTILITY i£ , r:� `s �'' :•sSS T a : Jt 1 LF 6' HD PE THICK TYPICA I EASEMENT A �s�� J - ;t'^x::}N1 OF PAR !o„r.��r �� i�ri.(% rl _r��r+: FORC I RA °� 88 W/ LF " Pv TYPICAL RAILROAD CROSSING ELEVATIONS PER CONTRACTOR r ROPasED (TYPICAL) ' _ ...{u FORCE MAIN CARRIE 40' PERMANENT ND BASED ON ASSUMED ELEVATIONS ON PLAN PIPE UTILITY N EASEMENT I 4 k GENUINE _a 4-F E OF THE E INV r o FOR CROSS SECTION NORTH LINE, ESTMENTS INC. i t4 SEE SHEET #17 SOUTHERLY 222.50 FEET :�::s j '� O.P. BOOK 4590, PG. 1682 � ... OF L 0 T 13 � r•� "�, � .;tea •� � ' FITTINGS P; ,a `� LF PVC o,< TIE BOX ``' I � I 1 DESCRIPTION NO.# TO TIE TO TIE TO TIE TO VERT 45° BEND B17 TO POWER POLE PP8 = 90' EDGE OF PAVEMENT =40 VENT VT6 = 28' VALVE V14 TO VENT VT3 = 25' VENT VT5 =31' VENT VT6 =178' BLOW OFF B01 TO VENT VT3 = 27' VENT VT5 =32' VENT VT6 =180' VENT VT3 TO VENT V74 = 153' VENT VT5 =13' VENT VT6 =153' VENT VT4 TO VENT VT3 = 153' EDGE OF PAVEMENT =62' VENT VT6 =15' VERT BEND B22 TO VENT VT6 =46' POWER POLE PP8 = 68' VENT VT4 = 47' VERT BEND B23 TO VENT VT6 =45' EDGE OF PAVEMENT =18 ' VENT V34 = 46' VALVE VS TO VENT VT3 = 25' VENT V34 =175' VENT VT6 =174' BLOW OFF BO 2 TO VENT VT3 = 28' VENT VT4 =179' VENT V76 = 177' VERT 45 BEND B24 TO VENT VT5 = 10' VENT VT3 =17' VALVE V14 = 23' VERT 45 BEND B25 TO VENT VT5 = 6' VENT VT3 =15' VALVE V14 = 27' VERT 45 BENDI B26 TO I VENT V36 = 22' 1 VENT VT3 =17' VENT VT4 = 17' DESCRIPTION NO,# TO TIE TO TIE TO TIE TO VERT 45° BEND B27 TO VENT VT5 =16' VENT VT3 =5' VALVE V8 = 22' VERT 45° BEND B28 TO VENT VT5 = 19' VENT VT3 = 10' VALVE V8= 21' VENT VT5 TO VENT VT3 = 13' VENT VT6 = 132' VENT VT4 = 154' VENT VT6 TO VENT VT5 = 154' VENT VT4 = 15' EDGE OF PAVEMENT =61' I-�Z' � � - 6 45 B END � 2 % FORCE MAIN 2 BLOW - 0 LVE ASSEMB h; 'cc Record Drawing. + # FITTING `.fiyr I Lj,; - H D P E TO PVC C O U P L! N e-- JANUARY 2tJ05 - t -6f' 45• BEND f E LOT 13 I • 1 '•, S J • f, j •4 i t JRB UENTIN L. HAMPTON A880CIATE8, INC. CONSULTING ENGINEERS FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER: 626 FAX soa 761-3977 P.O. DRAWER 290247 PORT ORANGE, FLORIDA 32129-0247 904 761-8810 CITY OF EDGEWATER VOLUSIA COUNTY, FLORIDA WESTERN RESERVE AREA UTILITIES PLAN Ri��a woM�o�P�E.' iiss114722 BwDLer T. ews, P.E. 47130 DAVID A. KING, P.E. 50609 ANDREW M. GIANNINI, P.E. 46601 . NO BY REVISIONS DATE DESIGNED RWF DATE 9/03 DRAWN TS DATE 9/03 CHECKED RWF DATE 9/03 APPROVED DATE -- SCALE SHEET N0. AS SHOWN JOB N0. 12 of 32 3 EP EL. 10.66 '><70 LF 12" PVC FORCE MAIN Q� REMOVE EXIST. 6" 90° BE AND CONNECT TO EXIST. 6" PVC FORCE MAIN. PLUG & ABANDONED 6" FORCE MAI 1 FI X 1-6" SLEEVE 1-6" 90° BEND 1-6 GATE VALVE & BOX 1-12" X 6" REDUCER 1-12" TEE 1-12 GATE VALVE & BOX 15 LF 6" PVC FORCE MAI N i MATCH LINE "P" SEE SHEET #11 SAW CUT & REPAIR PAV'T. SET N&D (NO I.D.) EL 10J3 l � SITE BENCHMARK #2 F r �- - J7 DI . I 49, = rn G 6 1-7� 1 p V m r� �Z m 0 7 55 � 'XI TIr p XDm ?' z 00 z -p C A D� DIRECTIONAL iE SURVEYING SERVICES L.L.C.I I 0 c I 411 N. PENINSULA DRIVE DAYTONA BEACH, FL. 32118 (386)-257-6757 FAX. (386)-257-6759 r L.B.#7248 P.S.M. #6347 L 0 -P 0 GATE 4' lz TOP NUT 12" GV L. 10.16 4.0 OF COVER FITTINGS INSTALL PROPOSED 12 FORCE MAIN 1-12" 90° BEND BELOW EXISTING 6" WATER MAIN CROSSING 2-12" 45° BEND 18" MIN. VERTICAL SEPARATION TO PIPE EL. 9.21 TOP P E 'WITH 3.0 OF COVE ---€L 8.47 x> .9 �- ---- x12.7 4.6 OF OVER �~ E �- -- - 1 -- - -- MH 11. �\T r3s TO X EL. 9.62 >I3.r 8. 6 5 T P P E 12. 5 E 9.60 X OF COVER ASP ��xf2912.7 X12.B A� * ,a m tT1 Ta w TEL x w TEL T-MI. d. we lEl TF1 1F1 CA ° s - APPARENT Row - - - - AAM - pavEi 1 I 0-T I / A 11.9 1J ( 12.7 xa..8 x SURVEYOR'S NOTES: 1. THE SURVEYOR HAS NOT ABSTRACTED THE LANDS SHOWN HEREIN FOR EASEMENT AND/OR RIGHTS -OF -WAY OF RECORD OTHER THAN AS SHOWN. 2. NO UNDERGROUND INSTALLATION OF IMPROVEMENTS OR FOUNDATIONS HAVE BEEN LOCATED EXCEPT AS SHOWN HEREON. 3. THE BUILDING AND/OR FENCE TIES IF SHOWN ON THIS SURVEY SHOULD NOT BE USED TO RECONSTRUCT PROPERTY LINES. 4. THE OWNERSHIP OF ANY FENCES SHOWN ON THE FACE OF THIS SURVEY IS UNKNOWN TO THE SURVEYOR. 5. FIELD SURVEY APRIL 27, 2004. 6. FIELD BOOK 33, PAGE(S) 43,44,49,65, FIELD BOOK 34, PAGE 32. 7. HORIZONTAL AND VERTICAL CONTROL BASED ON CIVIL ENGINEERING PLANS PREPARED BY QUENTIN L. HAMPTON & ASSOCIATES, INC, WESTERN RESERVE AREA UTILITIES BID NO.04-ES-01. 8. THIS IS A RECORD UTILITY SURVEY ONLY. 9. DENOTES RECORD DATA. 10. WHEN CONVENTIONAL METHODS OF MEASUREMENTS WERE UNAVAILABLE, CONTRACTORS COMMENTS AND FIELD MEASUREMENTS WERE RELIED UPON WHILE PREPARING THIS RECORD SURVEY. THIS RECORD UTILITY SURVEY IS FOR AND ONLY FOR THE FOLLOWING: HAZEN CONSTRUCTION, L.L.C., QUENTIN L. HAMPTON & ASSOCIATES, INC., AND THE CITY OF EDGEWATER, FLORIDA. 1 HEREBY CERTIFY THAT THIS PLAT OF SURVEY OF THE SUBJECT PROPERTY IS TO THE BEST OF MY KNOWLEDGE, BELIEF AND INFORMATION TRUE AND CORRECT AS SURVEYED UNDER MY SUPERVISION ON THE DATES SHOWN HEREON. I FURTHER CERTIFY THAT THIS PLAT OF SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS PER F.A.C. RULE 61G17-6, ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, ACCORDING TO FLORIDA STATUTES CH. 472.027, SUBJECT TO ANY QUALIFICATIONS NOTED HEREON. THOMAS MICHAEL ROOKS, JR. P.S.M. FLORIDA REGISTRATION NO.6347 NOT VALID WITHOUT THE SIGNATURE �- AND THE ORIGINAL RAISED SEAL OF - A FLORIDA LICENSED SURVEYOR AND LIJ MAPPER. L� 1040 LF 6 PVC FORCE MAIN U �; I- N <[ [ W C 7; - WNT OF rM LMK Ilk r % V / DIRT ROAD i RIGHT OF WAY LINE 4' SARE,ED WE FENCE o LEGEND: C ASPH ASPHALT BOC BACK OF CURB BFP BACK FLOW PREVENTOR C CALCULATED BASED ON FIELD DATA CO CLEAN OUT CMP CORRUGATED METAL PIPE CONC CONCRETE ° DEGREES EL ELEVATION EP EDGE OF PAVEMENT ' FEET WHEN USED IN A DISTANCE FOC FACE OF CURB FH FIRE HYDRANT GV GATE VALVE INV INVERT LT LEFT MH MANHOLE MINUTES WHEN USED IN A BEARING PVC POLYVINYLGHLORIDE PAVEMENT ,PVMT SECONDS WHEN USED IN A BEARING RT RIGHT SMH SANITARY SEWER MANHOLE SS SANITARY SEWER STMH STORM SEWER MANHOLE WL WATER LINE WM WATER METER WV WATER VALVE WPP WOOD POWER POLE 113� LF 12 PVC FORCE MAIN SOD ALL DISTURBED AREAS WITHIN AIRPARK ROAD RIGHT -OF WAY X11.1 10.7 x 2692 TnD DID EL. 8':36 3.8 OF COVER 1E L Op p 0mLEL�LASP - TEL Ta w > COT I �I RECOVERED N&D (NO I.D.) EL. 11.94 SITE BENCHMARK #1 SOD ALL AREAS DISTURBED WITHIN DITCH BANK SLOPE. SEED AND MULCH REMAINING DISTURBED AREAS. TOP OF EIAW TOE OF B1AWC TOP OF BAW - _ DIRT ROAD - - - OE - - 6F x- 4' BARBED MARE FENCE Tm Rm EASEMENT 7 GENUINE INVESTMENTS INC. O.R. BOOK 4590, PG. 1682 TOE OF S" T ROAD TOE OF BSAWIX PROPOSED 20' PERMANENT UTILITY EASEMENT (TYPICAL NOTE: PROPOSED FEATURES TO BE INSTALLED AT A LATER DATE. REMOVE 12 X 6" REDUCER AND 6" GATE VALVE AND CONNECT TO 12" TEE FITTINGS 2-12" 45" BENDS ` 50 ' �--� `„ice✓ �� ..-� - PLUG AND ABANDON BLOW OF 6" FORCE MAIN TO SOUTH TOP NU " GV VALVE ; EL. .12 x� 4.2 OF OVER ( A9/ 0 x x 10 , �.v'`n. .,., ✓.ter _ _ 1 ' 6" PVFp,OFORCE MAIN If H x �O V os -- (Cj NAIL D9< � � y _TOP P E� x1?.2 ,� 33 EL. 7.39 x� "°'° x` x,, EL. 7.34 VER 4.4 F OVER 4.2 OF OVER s °"'� °� 0 w rn �.3�10F COVER X 11.2 41 D °s , z TM TEL Tta TEL TEL m TEL ItLrILL- Tu- wnL�Ta- w w w •-tQ - - TFL x 10.9 - - - - - - - - m x �- o s - APPARENT w - I x� g ESTlIiATED -1O ---f- x � t►, x9.9 x9.3 AS x 0 M� WEST LINE OF THE EASTERLY 1991.00 FEET OF LOT 14 GRAPHIC SCALE ✓� 50 0 25 50 100 200 ( IN FEET ) WEST LINE OF THE cinch = So ft. LOT 14 EASTERLY 2 01 1.0 0 FEET OF LOT 14 MASSEY 50' PRIVATE ROAD EASEMENT (EAST GATEWAY DRIVE) x x- x x x x - x x x x x x- x _ x x- PROPOSED 20' TEMPORARY CONSTRUCTION EASEMENT (TYPICAL) O 4' BARBED MARE FENCE SEE SHEET # 12 FOR WORK IN THIS AREA UENTIN L. HAMPTON ASSOCIATES, INC. CITY OF CONSULTING ENGINEERS EDGEWATER FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER: 626 FAX 904 761-3977 VOLUSIA COUNTY, FLORIDA REVISIONS DATE P.O. DRAWER 290247 PORT ORANGE, FLORIDA 32129-0247 904 761-6810 w 62,13 TOP P E X% ,i EL. 7.40 4.1 OF COVER 0 2 x o � D ti < x m ,I x CONNECT 0 EXIST 10" WATER M IN FITTINGS 1-10 1!, T PPING VALVE SLEEVE FITTINGS 2-10 5° BENDS Ell E-Z GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. EORIDA EAST COAST RAILROAD ED GE WA TER CUTOFF LINE 1 50' RIGHT OF WAY 200 REBUILD DIRT ROAD WITH 6" THICK 45 LF 10" PVC 3 LF 10" PVC SHELL IN ALL AREAS DISTURBED WATE MAIN ATER MAIN DURING CONSTRUCTION AND REGRADE REMAINING PORTION OF ROADWAY OPEN CUT AND FITTINGS INSTALL 152 LF 2-10" 45° BENDS TO EXISTING OR BETTER CONDITION AT COMPLETION OF FORCE 22" STEEL CASING 1-2" BLOW -OFF MAIN INSTALLATION. (TYPICAL) (0.375" THICK) VALVE ASSEMBLY W/ 170 LF 10" PVC W ST LINE OF HE - o WATER MAIN CARRIER AS ERLY 201 .00 FEE7 M g PIPE OF 13 0.5 0.0' 3' 2.2 -2. 0.7 6 0.8 _ _1,7 3.9' 3.8' 0.9' 6 5 .7 2.2 0. 1 1.i ccn z' ai TOE OF EfMiC o a $ 0 0 j _ - 0 j� °7 N DIRT ROAD ,,,,, ro nuw 0.00 -p I W a00 ro �e4D x x N D x x- x x x x x x � 4' BAR� -1.3 � BED MARE FENCE - PROPOSED 14 OPEN CUT AND O' PERMANENT a PROFILE GRADES !N THIS AREA Mc `' ! INSTALL 152 LF UTILITY3.1 BASED ON SOUTH EDGE OF PAVEMENT OF PARK AVENUE BEING 0.00' 18 STEEL CASING EASEMENT a DIRECTI AL DRILL (0.312" THICK) m r� 100 LF 6" HDPE W 170 LF 6" PVC FORCE MAIN / 35 LF 6 PVC 12� ,moo FORCE MAIN CARR R FORCE MAIN Q PIPE o Wz to FOR CROSS SECTION co o SEE SHEET 17 FITTI,N S ° NORTH LINE OF THE o h 2-6 45 BENDS SOUTHERLY 222.50 FEE - OF LOT 13 0 o �, 0 1-2 BLOW OFF o OA rz o ,� `� VA LV ASSEMBLY W o41C CO FITTING zl F- Record Drawing JANUARY 2005 JRB 1-HDPE TO PVC COUPLIN o �, min r� i� _ " ° ,� 0 2 6 45 BENDS a► cc o o L � 0 <, LOT 13 6u 1 ,�► - 0 F RICHARD W. FERNANDEZ, P.E. 14722 DESIGNED RWF DATE 9/03 SCALE SHEET N0. 0 MARK A. HAMPTON, P.E. 27391 DRAWN TS DATE � 9/03 AS SHOWN BRADLEY T. BLAIS, P.E. 47130 CHECKED RWF DATE 9 03 i DAVID A. KING, P.E. 50609 / PLAN __ __ ANDREW M. GIANNINi, P.E. 46601 APPROVED DATE JOB N0, 12A z OF 32 � LIE jo GRAPHIC SCALE W 50 0 25 50 100 ti 4 ELEVATIONS BASED ON WEST ( IN FEET ) EDGE OF PAVEMENT BEING 0.00' 1 inch = 50 ft. o 'J PIPE INVERTS GIVEN) ELEVATIONS BASED ON WEST EDGE OF PAVEMENT BEING 0.00' y PIPE INVERTS GIVEN) 4 GUY POLE MISSION ROAD R/W "THE 0.00 PER MAGNOLIAS" PLAT PROPERTY LINE (DEED) 0� ` N PROPERTY LINE (DEED) MISSION ROAD PROPERTY LINE DEED EDGE of PA TBM # 10 p 03 'N EDGE of PAVEMENT T STA. 48+90 +/— TBM #9 ,o BEGIN PETERS UTILITIES L £DGE OF PA►�EVENT poo M i BEGIN PETERS UTILITIES �Nz �_ �� +91 p p4 019 MOLEHEAD OE EDGEWATER 2ND BORE of I23nLF�fi�F / MOLEHEAD EDGEWATER 1ST BORE OE m K g°� 4 f 1% of --ZSIGN BANK 705LF 8" F.M. toQ of �� y =� TOE OF BANK SIB TOE BANK owls* 14 toE OF egNK OE 4 flp UILD/NG �" 0£ OF BANK 5� P AMEN T 1 Akrp2 ,g t � � � � � � � � � � � � � � .r• 1ER �". PLAN �t;N MISSION ROAD R/W PER "THE MAGNOLIAS" PLAT (CD_ 4NT ��r-�// ROAD SIGN R cup 5� .— 0 , CONC. 2 DIRECTIONAL DRILL 50 LE 3 00 f w � Z I` ASSESSOR'S SUB. THE 8" HDPE FORCE MAIN ASSESSOR'S SUB. OF THE SAMUEL BETTS GRANT SAMUEL BETTS GRANT S O D ALL DISTURBED 4 I y G. I.- L ► j M.B. 15, PG. 247 M.B. 16, P247 Y Ll AREAS WITHIN OLD = I LOT 91 MISSION ROAD I z U RIGHT —OF WAY I Lu III II I LIJ t I � I I LIJ I I I to II I It 1 Lu W 4k �DIRECTIONAL 1�'A SURVEYING SERVICES L.L.C. SURVEYOR'S NOTES: 411 N. PENINSULA DRIVE 1. THE SURVEYOR HAS NOT ABSTRACTED THE LANDS SHOWN HEREIN FOR EASEMENT DAYTONA BEACH, FL. 32118 AND/OR RIGHTS -OF -WAY OF RECORD OTHER THAN AS SHOWN. (386)-257-6757 FAX. (386)-257-6759 2. NO UNDERGROUND INSTALLATION OF IMPROVEMENTS OR FOUNDATIONS HAVE L.S.#7248 P.S.M. #6347 BEEN LOCATED EXCEPT AS SHOWN HEREON. 3. THE BUILDING AND/OR FENCE TIES IF SHOWN ON THIS SURVEY SHOULD NOT BE USED TO RECONSTRUCT PROPERTY LINES. 4. THE OWNERSHIP OF ANY FENCES SHOWN ON THE FACE OF THIS SURVEY IS UNKNOWN TO THE SURVEYOR. 5. FIELD SURVEY 08/31/04. 6. FIELD BOOK N/A, PAGE(S) N/A. 7. HORIZONTAL AND VERTICAL CONTROL BASED ON CIVIL ENGINEERING PLANS PREPARED BY QUENTIN L. HAMPTON ASSOCIATES, INC. JOB NO. 03-0879. 8. THIS IS A RECORD UTILITY SURVEY DEPICTING FORCE MAIN ONLY. 9. (:� DENOTES RECORD DATA. 10. VERTICAL & HORIZONTAL LOCATION OF UTILITY FEATURES DEPICTED HEREIN Lli WERE NOT FIELD VERIFIED BY THIS SURVEYOR AND COMMENTS PROVIDED BY THE INSTALLING CONTRACTOR(S) DIRECTIONAL DRILL DATA WERE RELIED UPON WHILE L- L1 > PREPARING THIS SURVEY. 2: O j �_+J ASSESSOR'S SUB. OF THE 1 SAHUEL BETTS GRANT t� M.B. 15, PG. 247 !� (L- -� v l EDG£ OF PA CEMENT Cy VALVE OE ' STOP SIGN 1 2' CONC. CURB GUTTER 1 THISI RECORD UTILITY SURVEY IS FOR AND ONLY FOR THE FOLLOWING: HAZ N CONSTRUCTION, L.L.C., QUENTIN L. HAMPTON & ASSOCIATES, INC., AND THE CITY OF EDGEWATER, FLORIDA. I HE EBY CERTIFY THAT THIS PLAT OF SURVEY OF THE SUBJECT PROPERTY IS TO THE EST OF MY KNOWLEDGE, BELIEF AND INFORMATION TRUE AND CORRECT AS SUR EYED UNDER MY SUPERVISION ON THE DATES SHOWN HEREON. I FURTHER CER FY THAT THIS PLAT OF SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS PER A.C. RULE 61G17-6, ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SUR YORS AND MAPPERS, ACCORDING TO FLORIDA STATUTES CH. 472.027, SUBJ CT TO ANY QUALIFICATIONS NOTED HEREON. THOMAS MICHAEL ROOKS, JR. P.S.M. FLORIDA REGISTRATION NO. 6347 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. LEGEND: ASPH ASPHALT BOC BACK OF CURB BFP BACK FLOW PREVENTOR C CALCULATED BASED ON FIELD DATA CO CLEAN OUT CMP CORRUGATED METAL PIPE CONC CONCRETE ° DEGREES EL ELEVATION EP EDGE OF PAVEMENT ' FEET WHEN USED IN A DISTANCE FOC FACE OF CURB FH FIRE HYDRANT GV GATE VALVE INV INVERT LT LEFT MH MANHOLE ' MINUTES WHEN USED IN A BEARING NTT NAIL & TIN TAB PVC POLYVINYLCHLORIDE PVMT PAVEMENT " SECONDS WHEN USED IN A BEARING RT RIGHT SMH SANITARY SEWER MANHOLE SS SANITARY SEWER STMH STORM SEWER MANHOLE TBM TEMPORARY BENCHMARK WL WATER LINE WM WATER METER WV WATER VALVE WPP WOOD POWER POLE )F MISSION ROAD LINE OF LOT 92 �, TBM #11 .c- SIGN CTA _ 61- INLET DIRT ROAD ANDBAG HEADWALL BE IN PETERS UTILITIES MOLEHEAD EDGEWATER 3RD BORE tip_ 1735LF 8" F.M. 0 w z �� l ASSESSOR'S SUB. OF THE SAMUEL BETTS GRANT M.B. 15, PG. 247 DIRECTIONAL DRILL 1350 L 8' HDPE FORCE MAIN THE EASTERLY 525' OF LOT 6 HARRIS FIRST SUBDIVISION MAP BOOK 7, PG. 73 (M.B. 20, PG. 128) FRANK S. EPITROPOULOS O.R. BOOK 4217, PAGE 2638 UENTIN L. HAMPTON ASSOCIATES, INC. CONSULTING ENGINEERS FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER: 626 FAX 904 761-3977 NO BY P.O. DRAWER 2�[DAS70NS DATE PORT ORANGE, FLORIDA 32129-0247 904 761-6810 CITY OF EDGEWATER VOLUSIA COUNTY, FLORIDA t GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. 0N O EEDGE OF PAVEMENT STA. 68+57 OE �" P VE SANDBAG HEADWALL SANDBAG HEADWALL EGIN PETER UTILITIES MOLE EAD EDGEWATER 4TH BORE 630LF 8" F.M. SOD ALL DISTURBED AREAS WITHIN OLD MISSION ROAD RIGHT —OF WAY PLAN ASSESSOR'S SUB. OF THE SAMUEL BETTS GRANT M.B. 15, PG. 247 n V 1 200 i O WMM W U w 1W'' `` 1 L/ \l ecord Drawing JANUARY 2005 JRB RICHARD W. FERNANDEZ, P.E. 14722 MARK A. HAMPTON, P.E. 27391 BRADLEY T. BLAIS, P.E. 47130 DAVID A. KING, P.E. 50609 ANDREW M. GIANNINI, P.E. 46601 DESIGNED DESIGNED DATE DATE SCALE AS SHOWN JOB N0. SHEEP N0. DRAWN DRAWN DATE DATE CHECKED HECKE DATE DATE13 APPROVED APPROVED DATE DATE OF 32 10I a 36 SANDBAG HEADWALL ASSESSOR'S SUB. OF THE SAMUEL BETTS GRANT M.B. 15, PG. 247 MOLEHEAD EDGEWATER 4TH BORE 630LF 8" F.M. EDGE OF A VEMEN i ur ut SANDBAG HEADWALL DIRT ROAD GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. Dll\_"lL)'(T IONAL SURVEY IN SERVICES L.L.C. 411 N. PE SULA DRIVE DAYTONA EACH, FL. 32118 (386)-257-6757 AX. (386)-257-6759 L.B.#7248 P.S.M. #6347 SURVEYOR'S NOTES: 1. THE SURVEYOR HAS NOT ABS RACTED THE LANDS SHOWN HEREIN FOR EASEMENT AND/OR RIGHTS -OF -WAY OF REC RD OTHER THAN AS SHOWN. 2. NO UNDERGROUND INSTALLA ION OF IMPROVEMENTS OR FOUNDATIONS HAVE BEEN LOCATED EXCEPT AS SHO NON 3. THE BUILDING AND/OR FENCE TIES IF SHOWN ON THIS SURVEY SHOULD NOT BE USED TO RECONSTRUCT PROPE TY LINES. 4. THE OWNERSHIP OF ANY FENC S SHOWN ON THE FACE OF THIS SURVEY IS UNKNOWN TO THE SURVEYOR. 5. FIELD SURVEY 09/01/04. 6. FIELD BOOK N/A, PAGE(S) N/A. 7. HORIZONTAL AND VERTICAL C NTROL BASED ON CIVIL ENGINEERING PLANS PREPARED BY QUENTIN L. HAMPT N ASSOCIATES, INC. JOB NO. 03-0879. 8. THIS IS A RECORD UTILITY SUR EY DEPICTING WATER LINE AND FORCE MAIN ONLY. 9.ODENOTES RECORD DATA. 10. ELEVATIONS SHOWN ARE BAS D UPON N.G.V.D. 1929 DATUM AND ARE RELATIVE TO B.M.18 STATION 18+2 .28 69.77' RIGHT CENTERLINE CONSTRUCTION PER FLORIDA DEP RTMENT OF TRANSPORTATION CONTRACT PLANS FINANCIAL PRO ECT I.D. 240812-1-52-0, STATE PROJECT NO. 79210-3505 HAVING A PUBLISH D ELEVATION OF 7.61 FEET. 11. VERTICAL & HORIZONTAL LOCA I ION OF UTILITY FEATURES DEPICTED HEREIN WERE NOT FIELD VERIFIED BY THIS SURVEYOR AND COMMENTS PROVIDED BY THE INSTALLING CONTRACTOR(S) DIRECTIONAL DRILL DATA WERE RELIED UPON WHILE PREPARING THIS SURVEY. HARRIS FIRST SUBDIVISION MAP BOOK 7, PG. 73 (M.B. 20, PG. 128) PROGRESSIVE LAND DEVELOPMENT O.R. BOOK 4659, PG. 2736 LOT 12 FITTINGS 1-2 , BLOW -OFF VALVE ASSEMBLY 01�-Nt�TAtVE ' OF COVER i i i i i i N UT 8 .52 4. OF COVER FITTINGS 1 -2" BLOW -OFF VALVE ASSEMBLY LEGEND: ASPH ASPHALT BOC BACK OF CURB BFP BACK FLOW PREVENTOR C CALCULATED BASED ON FIELD DATA CO CLEAN OUT CMP CORRUGATED METAL PIPE CONC CONCRETE ° DEGREES EL ELEVATION EP EDGE OF PAVEMENT ' FEET WHEN USED 1N A DISTANCE FOC FACE OF CURB FH FIRE HYDRANT GV GATE VALVE INV INVERT LT LEFT MH MANHOLE ' MINUTES WHEN USED IN A BEARING NTT NAIL & TIN TAB PVC POLYVINYLCHLORIDE PVMT PAVEMENT 11 SECONDS WHEN USED IN A BEARING RT RIGHT SMH SANITARY SEWER MANHOLE SS SANITARY SEWER STMH STORM SEWER MANHOLE TBM TEMPORARY BENCHMARK WL WATER LINE WM WATER METER WV WATER VALVE WPP WOOD POWER POLE TOP OF PIPE 7.251 3.0' OF COVER IPE 6.81 3 OF CO L FITTINGS 1 -8" TEE 1 -8" GATE VALVE & BOX REMOVE EXIST. BLOW -OFF VALVE AND CONNECT TO EXIST. 12" PVC FITTINGS 1-120 FC) n re - ' GATE VALVE & BOX it 2" BI G1AG� F 21 LF 229 LF 12" PVC WATER MAIN O EDGE OF PA SEMEN C\llUL Tr LINE WESTER Y Rj W LINE OF MISSION ROAD TOP NUT 12" VALVE 6.84 FITTINGS 1-12" TEE 3.1' OF COVE 1-2" BLOW -OFF �- VALVE ASSEMBLY DIRECTIONAL DRILL 900 LF LLJ 8 H D P E FORCE MAIN TOP NUT 8" VALVE 3.40 Z r---___ 4.1 ' OF COVER S � W LLJ HARRIS FIRST SUBDIVISION MAP BOOK 7, PG. 73 (M.B. 20, PG. 128IL- L� RICK B. AND SHEILA B. ROSEN IW O.R.BOOK 4286, PGS. 4218-4219 U) I TOP NUT HYDRAN� EL. 8.14' 0 P N UT �6VZLE 3.2 4.5' OF COVER BEGIN PETER UTILITIES MOLEHEAD EDGEWATER 8TH BORE 12" PIPE LD MISSI ON RDN HARRIS FIRST SUBDIVISION MAP BOOK 7, PG. 73 (M.B. 20, PG. 128) PROGRESSIVE LAND DEVELOPMENT Jt 0. R. BOOK 4659, PG. 2736 A3 GRAPHIC SCALE 50 0 25 50 100 200 LOT 11 MOLEHEAD EDGEWATER 5TH BORE 340LF 8" F.M. LOT 3 �R ti ►�� WA 04 / -12x6" TEI ga DETAIL I CR 41Z FITTINGS 1-2" BLOW -OFF VALVE ASSEMBLY OP NUT 12" VALVE 5.7 -_ 4.5' OF COVER ( IN FEET) f 1 inch = 50 ft. PROPOSED 867 LF 20' TEMPORARY 1 z 4 n I c 12" P�/C WATER MAIN CONSTRUCTION -12" TEE EASE GUY ASSESSOR'S SUB, OF THE SAMUEL BETTS GRANT M.B. 15, PG. 247 S21`17'39"E 79.53' S21'17'39"E 5.77' w 5 � UGT UGT o is O �o BEGIN PETERS UTILITIE I \ MOLEHEAD EDGEWATER 6TH ORE / s338 225LF 8" F.M. T aL cr --ucr ucr EXISTING VALVE elo oFF Wv Q z WAT y ��- S 8 O N F. D. 0. T. o O.R BOOK 4685, PG. 4590 3 PROVIDE 18" VERTICAL SEED AIL "A A' .07 EARANCE AT CROSS 2' CONCRETE >> CURB/GUTTER (TYPICAL) I BEGIN PETER UTILITIES z MOLEHEAD EDGEWATER 7TH BORE 8" PIPE ui� ASSESSOR'S SUB. OF THE SAMUEL BETTS GRANT M.B. 15, PG. 247 Q 1 T 5.8 TO OP NUT 6" VALVE 5.62 4.4' OF COVER TOP NUT HYDRAN EL. 10.59' 12" WATER � o 0 NUT VALVE 8. 8 XISTING VALVE Lir Q 1 N 04 > 915 LF 12" PVC � Q WATER MAIN PROPOSED Q �• PROPOSED 20' PERMANENT ' UTILITY IMM Q 20' TEMPORARY EASEMENT CONSTRUCTION � (TYPICAL) CA EASEMENT (TYPICAL) HARRIS FIRST SUBDIVISION MAP BOOK 7, PG. 73 (M.B. 20, PG. 128) RICK R 0 SEN O.R.BOOK 4017, PG. 4621 ECTION L DRILL 470 L MENT DETAIL �12 H D E WATER MAIN - (TYPICAL) ,>B-B» o� r f �2_0' PIPE 7. COVER NOR THERL Y RI W LINE OF SM .442 I TOP OF PIPE 6.58 EASEME 4T #9 3.0' OF COVER 686.63 � 3 F 8" PVC FORCE MAIN F.D.O.T. RIGHT OF WAY MAP z9 F.D.O.T. RIGHT OF WAY MAP ~'`-- 683 77 - SECTION 79210 -2505 29s SECTION 79210-2505 8 6 7 L F DATED 1010411999 ?9e DATED 1010411999 ss EASEMENT #10 p STORM DRAIN INLET (TYP) HAZEN CONSTRUCTION, L.L.C., QUENTIN L. HAMPTON & ASSOCIATES, INC., AND THE CITY OF EDGEWATER, FLORIDA. I HEREBY CERTIFY THAT THIS PLAT OF SURVEY OF THE SUBJECT PROPERTY IS TO THE BEST OF MY KNOWLEDGE, BELIEF AND INFORMATION TRUE AND CORRECT AS SURVEYED UNDER MY SUPERVISION ON THE DATES SHOWN HEREON. I FURTHER CERTIFY THAT THIS PLAT OF SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS PER F.A.C. RULE 61 G17-6, ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, ACCORDING TO FLORIDA STATUTES CH. 472.027, SUBJECT TO ANY QUALIFICATIONS NOTED HEREON. THOMAS MICHAEL ROOKS, JR. P.S.M. FLORIDA REGISTRATION NO. 6347 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. CLEAR AS NEEDED (TYPICAL) SOUTH LINE OF HARRIS FIRST SUBDIVISION SURVEY CENTERLINE PER F.D.O.T. R/W PLANS --SEED AND MULCH ALL DISTURBED AREAS. ® (TYPICAL UNLESS SHOWN THERWISE) STATE ROAD 442 INDIAN RIVER BLVD UENTIN L. HAMPTON ASSOCIATES, INC. CONSULTING ENGINEERS FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER: 626 FAX 904 761-3977 REVISIONS DATE P.O. DRAWER 290247 PORT ORANGE, FLORIDA 32129-0247 904 761-6810 END PETER UTILITIES MOLEHEAD EDGEWATER 12TH BORE 12" PIPE 1335 LF S D _ B„ OP NUT VALVE 6.37 3.8' OF COVEREASE END PETER UTILITIES MOLEHEAD EDGEWATER 1 1 TH BORE 4' PROPOSED 8" PIPE 1335 LF Ill 20' PERMANENT rell" UTILITY EASEMENT ECTI O N RILL 4 0 L (TYPICAL) HD E OR E M IN 1 0) I 1 CO �0 00 o 0.CIO, �a + co q a tio C14 1 o � o TOP OF PIPE 3.54 2.5' OF COVER IRECTI0N L DRILL 865 L o O 1 � PROPOS TEMPORARY 12" H D E WAT E MAIN CONSTRUCTI EASEMENT ` LO 04 I I ` tt/TOP OF PIPE 3.1 1 I� I 3.0' OF COVER II I � WEST LINE OF LO 2 I 8 #(O 2g� 3 �9 7 ?g�O J 1 0 l IRECTIONA DRILL 65 L 0 z 1 HDPE FORCE AIN w --J LI E. o z , I U of I-_ I LLJ o � Q Lj 0 ui ` z 1 � w H Record Drawing JANUARY 2005 JRB ui MATCH L NE_71" uj LEFT 4 -- --- -- SLIGER & ASSOCIATES, INC. FINAL 4 PROFESSIONAL LAND SURVEYORS A S B U l T LICENSED BUSINESS CERTIFICATION # 3019 2 Copyright a 2004 Sliger & Associates, Inc. SURVEY D3921 NOVA ROAD * PORT ORANGE, FL. 32127 * (386) 761-5385 SURVEYOR'S NOTES NOTICE: WWW.SUGERASSOCIATES.COM THERE MAY BE ADDITIONAL RESTRICTIONS AND/OR OTHER MATTERS THAT ARE NOT SHOWN ON THIS PLAT OF SURVEY/SKETCH OF DESCRIPTION THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. THIS SURVEY/ SKETCH PREPARED WITHOUT BENEFIT OF AN ABSTRACT. DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF. UNLESS OTHERWISE SHOWN, RECORD DISTANCES AND DIRECTIONS AND FIELD MEASURED DISTANCES AND DIRECTIONS UNDERGROUND FOUNDATIONS, IF ANY, NOT LOCATED. ABBREVIATIONS: TOP = TOP OF PIPE WL=WATERLINE REVISION # DATE: AS -BUILT SURVEY OF: SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THIS PLAT MEETS THE MINIMUM POTABLE WATERMAIN, VALVES, FITTINGS, & SERVICES TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. STEPHEN B. SLIGER, P.L.S. NO. 3794 ELEVATIONS REFER TO SITE DATUM J.E. ZAPERT, P.L.S. NO. 4046 CD -INDICATES AS -BUILT INFORMATION STEVEN T. KRUGER, P.L.S. NO. 4722 C.O. VAN KLEECK, JR., P.S.M. NO. 6149 MICHAEL S. MURPHY P.S.M.NO. 6208 AS -BUILT SURVEY 9-14-2004 LAST FIELD DATE "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL so JOB # 04-1617 CAD TECH: AB CHECK: MM RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." INV. = INVERT WV = WATER VALVE STATIONING IS BASED ON THE CENTERLINE OF PIPE. MH = MANHOLE FH = FIRE HYDRANT EL. AND ELEV. = ELEVATION W.M. = WATER MAIN T.C. = TOP COVER S.D.= STORM DRAIN M E S = MITERED END SECTION F.M. = FORCE MAIN RCP = REINFORCED CONCRETE PIPE SAN = SANITARY I.R.C.= IRON ROD & CAP RU = RE -USE WATER EOP/EP = EDGE OF PAVEMENT TYP = CONC. TYPICAL = CONCRETE PVC = POLY VINYL CHLORIDE B.O. = BLOW OFF CL = CENTERLINE OF ROAD LF = LINEAR FEET BOC = BACK OF CURB GV = GATE VALVE DCS = DRAINAGE CONTROL STRUCTURE/ STORM INLET FITTINGS 1-12" 99 BEND 2-12" 4xF BENDS RAILROAD CROSSING ELEVATIONS PER CONTRALTO qND BASED ON ASSUMED ELEVATIONS ON PLAN •T.",w.1 sue„--,„�INDIAN tea. Y :., r..G F� Gno ss s� R �0 N CO LF FITTINGS OPE �� Nw G 1-12" 22 1 /2` BEND `VV&l EL G K " Sly " 7.6 �Q.�`3$ OpE PROPOSED 20' 1 ARR� PERMANENT o UTILITY 1= o EASEMENT (TYPICAL) Jam. 40+00 1, EMO -0 VE BLOW -OFF A WATER MAIN FITTINGS -12" SLEEVE 41+80.8 os TOP 90° BEND B21 17,18 5.1'COVE 42+72.6 VALVE „ , W ZZEv_0* 7 �..b • � l £" � t l �s i... i B20 40+36.8 :f. nVT- TOP 22.5° R G 41+419 +41, 17.19 . ENT/SLEEV 5.1'COV EBRVT-SL (-4.4' 5 1+60.2 w; VERT, 45° BEN (-4,4) EP1 • U. �4 .. iir r t. Y � B- . +61 ' , VERT. 45° BEND WATERLINE �� 0 m GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 inch = 60 ft. 200 PROPOSED 20' TEMPORARY CONSTRUCTION EASEMENT (TYPICAL) PROPOSED o' PERMANENT 1 2 � �- U TI LI TY N EASEMENT (TYPICAL) 0' 1ka5 2� � 1 �aP31,C�c�R, F� 0 0 co FOUND 5 8" IRC "IfDOT" RIVER BLVD STATE ROAD 442 DESCRIPTION NO,# TO TIE TO TIE TO TIE TO BEND B15 TO FENCE F1=351' FENCE F2 = 19 FENCE F3 = 256' BEND B16 TO FENCE F3=371' POWER POLE PP3= 30' EP = 19' BEND B17 TO POWER POLE PP3= 142' POWER POLE PP4= 34' POWER POLE PP5= 183' BEND B18 TO POWER POLE PP4= 174' POWER POLE PP5 =34' POWER POLE PP6= 145' BEND B19 TO POWER POLE PP6= 31' POWER POLE PPS= 144' EP= 20' BEND B20 TO POWER POLE PP6= 330' CL RAILROAD TRACKS= 60' EDGE OF PAVEMENT EP1= 74' BEND B21 TO EDGE OF PAVEMENT EP2= 159' CL RAILROAD TRACKS= 88' EDGE OF PAVEMENT EP1= 124' VALVE V7 TO EDGE OF PAVEMENT EP1= 116' CL RAILROAD TRACKS- 94' EDGE OF PAVEMENT EP2= 70' VERTICAL BEND B-A TO EDGE OF PAVEMENT EP1= 88' CL RAILROAD TRACKS= 47' EDGE OF PAVEMENT EP2= 160' VERTICAL BEND B-B TO EDGE OF PAVEMENT EP1= 93' CL RAILROAD TRACKS= 57' EDGE OF PAVEMENT EP2= 160' VENT VT -A TO EDGE OF PAVEMENT EP1= 73' CL RAILROAD TRACKS= 51' EDGE OF PAVEMENT EP2= 203' VENT VT-B TO EDGE OF PAVEMENT EP1= 88' CL RAILROAD TRACKS= 46' EDGE OF PAVEMENT EP2= 160' PROPOSED 20' PERMANEN T UTILITY EASEMENT PROPOSED 20' TEMPORARY CONSTRUCTION EASEMENT (TYPICAL) 35+44.2 (TYPICAL) DP 90° BEND 3'E TOP 3+51,11 1914 BEN FITTINGS N86'S1'16"E .3'COVE FITTINGS 1-12" 90' BEND B18 255.00' 1-12" 90' BEND 35+00 3 B17 00 N86'51'16"E a 215.00' N86'S1'16 E CLEAR AS NEEDED 175.00 O O P (TYPICAL) t 30 3o PROPOSED N o ^� crn 20' TEMPORARY CONSTRUCTION `D or�� N° EASEMENT z CONCRETE o °? 4- PAD 3 9 N cam, (TYPICAL) �' � LF o�j� N CID_ 41 � _ N W %a''N (14 o . .r S86 °50' 46" W 341.11' 39+00 S86" 0'46"W 3 .48' S86'50'46"W 373.85' SEED AND MULCH ALL DISTURBED AREAS. (TYPICAL UNLESS SHOWN OTHERWISE) HDPE� WATER MAIN a' D 0 7+18,4 31TO�P� O 38+00 o TOP 90° BEND 30f;€<:19,64TBP ll 9BEN R .;:v*.` iwlai s-, S86'50'46"W 3.0'COVER ACbVE 3I+Oaf;� ;.' 30 0 377.60' a `_ Sr. .O:N ?cif F j _ �: + 0 29+0 a R19 B16 C-8 • 0 FOUND / FITTINGS 5/8" 'RC/ 1-12" 90' BEND "FDOT" 50 46 1N �f 55.60' � a S86'50'46"W 333.59' FITTINGS 1-12" 90' BEND 28+83.94 OP WL 18,71 FENCE 10' 3.0'CO V E 1- 2g+D0 a 0 1 w o 0, Lit o� o� oQO o� oLn oCD cu FE EASEMENT 04 II I M EP i Ix 0--� -- IER TELEPHONE "? PEDESTAL ELEC C M PEGES AL 1 a s3vi O A=8°05'06" �.p�ix� 68+38 ° sic. R=1809.56SEE SHEET N S ��p2�s L=255.39 F ,, r-h ,; � µ �r �` e t FM E C 1121 ` CB=N82'48'00"E Fk! (; _ ' �.°i ! NCE i2' 4 ''' 'O,o to LEPHONE 5 CHORD=255.18 3'1'COVER MESTA C�ssx 1` _ ��a� a �L yd FOUND CM -PEo; A s S86'49'42"W ��, N82°4p' r » "FDOT" i -w p-_7'52'22" 71+00 70+00 6*49' 4' � ` - �25.64 N85'2915p>.W REBUILD DIRT ROAD WITH THICK 72+00 R=1789.86 69 00 21 =245.94 + 68+00 5.p0 9 SHELL IN ALL AREAS DISTURBED w_"� � - �Z s_ ----�B= � S 6-4 '4 "W N85�' ��.... • �, - < N W - �CHORD=245.74 A=7'42'48"-------- 50 Iy � DURING CONSTRUCTION AND REGRADE -�M-� -�" s k �R. R=1769.86 `60 9g 220.31' Record Drawing J. r, 3; ifA, T .� W 0 7 �'; CB=N82_59'10"E NgS. 66+p REMAINING PORTION OF ROADWAY _ L 29' Q _. t 4 J_, ,,..; , 'a Xj CHORD=238.08 STING OR BETTER CONDITION �_sF_ JANUARY 2005 TO EXISTING .� . Y F �� ' �j'. �� ` ; 9�L > 225.62, 016 AT COMPLETION OF WATER TO JRB MAIN INSTALLATION. TYPICAL ` ` ` x^ M (TYPICAL) 0 3 N 0 3 4 �o�oR B15 S75� 2� w .,W .s 7 5°24 48 246 i 226.7 0. FITTINGS 1-12" 45' BEND 90' f_ E f L r .�..._ DENTIN L. HAMPTON ASSOCIATES, INC. CONSULTING ENGINEERS FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER: 626 FAX 904 761-3977 P.O. DRAWER 290247 PORT ORANGE, FLORIDA 32129-0247 904 761-6810 CITY OF EDGEWATER VOLUSIA COUNTY, FLORIDA WESTERN RESERVE AREA UTILITIES PLAN RICHARD W. FERNANDEZ, P.E. 14722 MARK A. HAMPTON, P.E. 27391 BRADLEY T. BWS, P.E. 47130 DAVID A. KING, P.E. 50609 ANDREW M. GIANNINI, P.E. 46601 DESIGNED RWF DATE 9/03 SCALE AS SHOWN JOB N0. SHEET N0. DRAWN T5 DATE 9/03 15 CHECKED RWF DATE 9/03 APPROVED _ - DATE - _ OF 32 NO BY REVISIONS DATE m a_ M N 6i 0 C6 LO 0 0 N LO N G H N 64'13'18"E 20.00' SURVEYORS NOTES 1. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS AND/OR OTHER MATTERS THAT ARE NOT SHOWN ON THIS PLAT OF SURVEY/SKETCH OF DESCRIPTION THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. THIS SURVEY/SKETCH OF DESCRIPTION PREPARED WITHOUT BENEFIT OF AN ABSTRACT. 2. DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF. 3. BEARING STRUCTURE BASED ON THE NORTH LINE OF SECTION 7 HAVING A BEARING OF S 87'22'39"W. 4. UNDERGROUND FOUNDATIONS, IF ANY, NOT LOCATED. 5. "NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." 6. UNLESS OTHERWISE SHOWN, RECORD DISTANCES AND DIRECTIONS AND FIELD MEASURED DISTANCES AND DIRECTIONS ARE THE SAME. 7. REVISED PROPOSED TEMPORARY AND PROPOSED PERMANENT EASEMENTS 9/08/2003, JOB #03-2600 (DH). PARCEL "A" ROBERT V. & PAMELA H. SNOWDEN O.R. BOOK 4978, PGS. 3367-3368 PTION: PROPOSED UTILITY EASEMENT: A 20 FOOT WIDE STRIP OF LAND LYING IN SECTION 7, TOWNSHIP 18 SOUTH, RANGE 34 EAST AND BEING FURTHER DESCRIBED AS FOLLOWS; COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 7; THENCE S87'22'39"W ALONG THE NORTH LINE OF SAID SECTION 7, 1,554.35 FEET TO THE POINT OF BEGINNING; THENCE S47`2728"W, 66.14 FEET; THENCE S89'36'04"W, 63.45 FEET, THENCE NO3'19'05"W, 41.27 FEET TO THE NORTH LINE OF SAID SECTION 7; THENCE ALONG SAID NORTH LINE N87'22'39"E, 20.00 FEET; THENCE DEPARTING SAID NORTH LINE OF SECTION 7, S0319'05"E 22.02 FEET; THENCE N69'36'04"E 36.74 FEET, THENCE N4727'28"E 36.53 FEET TO THE NORTH LINE OF SAID SECTION 7; THENCE ALONG SAID NORTH LINE N87'22'39"E 31.17 FEET TO THE POINT OF BEGINNING, CONTAINING t2,682 SQ. FT OR t0.062 ACRES. POINT OF BEGINNING PROPOSED UTILITY EASEMENT N 87'22' 39"E 116.17' 20.00' 65.00' 31.17' o ' McCASKILL ENTERPRISES, INC. h� 0 0 0o O.R. BOOK 2651, PC. 1971 o U! Ln 1 rri N89'36'04"E 36.74' 4 `b PROPOSED UTILITY EASEMENT •�1� t1 5 S89'36'04"W 63.45' POINT OF COMMENCEMENT NE CORNER SEC. 7, T-18-S, R-34-E S87'22'39"W 1554.35' NORTH LINE SEC. 7, T-18-S, R-34-E EASEMENT 1A SURVEYORS NOTES 1. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS AND/OR OTHER MATTERS THAT ARE NOT SHOWN ON THIS PLAT OF SURVEY/SKETCH OF DESCRIPTION THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. THIS SURVEY/SKETCH OF DESCRIPTION PREPARED WITHOUT BENEFIT OF AN ABSTRACT. 2. DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF. 3. BEARING STRUCTURE BASED ON THE SOUTH LINE OF SECTION 6 HAVING A BEARING OF SOUTH 87'22'39"W. 4. UNDERGROUND FOUNDATIONS, IF ANY, NOT LOCATED. 5. "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." 6. UNLESS OTHERWISE SHOWN, RECORD DISTANCES AND DIRECTIONS AND FIELD MEASURED DISTANCES AND DIRECTIONS ARE THE SAME. 7. REVISED PROPOSED TEMPORARY AND PROPOSED PERMANENT EASEMENTS 9/08/2003, JOB #03-2600 (DH). PARCEL "A" ROBERT V. & PAMELA H. SNO WREN O.R. BOOK 4978, PGS. 3367-3368 PROPOSED - PERMANENT UTILITY EASEMENT S87'22'39"W N47'27'28"E (TYPICAL) N86'40'55"E 31.17' 72.79' 20.00' S03°19'05"E S47'27'28"W 48.61' 41.63' NO3'19'05"W 48.37 S87'22'39"W 20.00' POINT OF BEGINNING--� PROPOSED UTILITY EASEMENT "B" ' 34" S87'22'39"W 20.00' POINT OF BEGINNING S87'22'39"W PROPOSED UTILITY EASEMENT "A" NO2'37'21 "W 26.39' N 85'47' 1 0 0 0 SCALE: 1 "=20' 506.10'r S85'47'17 W 323.82 964.80' SOUTH LINE SEC. 6, T-18-S, R-34-E 1554.35' NORTH LINE SEC. 7, T-18-S, R-34-E S02'37'21 "E 7.50' QUENTIN L. 19AMPTON ASSOCIATES, INC. CONSULTING ENGINEEI28 FLORIDA CERTiFlCRTE OF AUTHORIZATION NUMBER: 626 FAX 904 781-3977 NO 6Y REVISIONS DATE P.O. DRAWER 290247 PORT ORANGE, FLORIDA 32129-0247 904 761-6810 PROPOSED PERMANENT UTILITY EASEMENT w 7 8 N84'28'56"E N o f 83.63 (_0 t"! o 102.26' w 0 S84'28'56"W .p, rr' OD to ..- 20.00' PARCEL "A" R OBER T V. & PAMELA H. SNOWDEN O.R. BOOK 4978, PGS. 3367-3368 PROPOSED PROPOSED— TEMPORY PERMANENT CONSTRUCTION UTILITY EASEMENT EASEMENT (TYPICAL) (TYPICAL) NO3'12'33"W 43.27' N86'47'27 368.69' N 86'47' 27"E S86'47'27"W 350.75 332.81' END STATE ROAD #9 (1-95) RIGHT OF WAY CITY OF EDGEWATER VOLUSIA COUNTY, FLORIDA 7al N75241ol''E l . 4�" W S-75'0A 589.55' SCALE: 1 "=100 w d- M Of v 00 1 td U w w z Q w w I d- M I i co i u U w w z _1 POINT OF 6 3_,�c OMMENCEMENT SE CORNER 7 8 SEC. 6, T-18- S, R-34-E WESTERN RESERVE AREA UTILITIES AL DESCRIPTI PROPOSED UTILITY EASEMENT "A": A STRIP OF LAND LYING IN SECTION 6, TOWNSHIP 18 SOUTH, RANGE 34 EAST, VOLUSIA COUNTY, FLORIDA AND BEING FURTHER DESCRIBED AS FOLLOWS; COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 6; THENCE S87'2239"W ALONG THE SOUTH LINE OF SAID SECTION 6, A DISTANCE OF 1,554.35 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S87'22'39"W ALONG SAID SOUTH LINE OF SECTION 6, A DISTANCE OF 31.17 FEET, THENCE DEPARTING SAID SOUTH LINE OF SECTION 6, N47'27'28"E, 72.79 FEET; THENCE N87'23'34"E, 473.36 FEET; THENCE NO2'37'21"W, 26.39 FEET, THENCE N85'47'17"E, 362.50 FEET; THENCE N84'28'56"E, 83.63 FEET; THENCE NO3'12'33"W, 43.27 FEET; THENCE N86'47'27"E ALONG A LINE OFFSET 20.00 FEET NORTHERLY AS MEASURED PERPENDICULAR T0, AND PARALLEL TO THE RIGHT OF WAY OF STATE ROAD #9 (1-95), AS SHOWN ON RIGHT OF WAY MAP OF SAME, SECTION 79002-2406 SHEETS 1 THRU 8, A DISTANCE OF 350.75 FEET; THENCE CONTINUING PARALLEL TO SAID RIGHT OF WAY OF 1-95 THE FOLLOWING DIRECTIONS AND DISTANCES, N75'01'01 "E, 244.37 FEET, THENCE N09'22'14"W, 280.00 FEET, THENCE N17'25'57"W, 1,006.24 FEET; THENCE N25'06'13"W, 685.29 FEET; THENCE DEPARTING SAID LINE PARALLEL TO SAID RIGHT OF WAY OF 1-95, N64'13'18"E, 20.00 FEET TO THE WESTERLY RIGHT OF WAY LINE OF SAID I-95; THENCE ALONG SAID WESTERLY RIGHT OF WAY LINE THE FOLLOWING DIRECTIONS AND DISTANCES, S25'06'13"E, 686.87 FEET; THENCE S17'25'57"E, 1,008.99 FEET, THENCE S09'22'14"E, 299.54 FEET; THENCE S75'01'01 "W, 264.56 FEET; THENCE S864727"W, 332.81 FEET TO THE END OF SAID RIGHT OF WAY OF 1-95; THENCE S03'12'33"E, 62.49 FEET; THENCE S84'28'56"W, 102.26 FEET; THENCE S85'47'17"W, 323.82 FEET; THENCE S02'37'21"E, 7.50 FEET; THENCE S87'2334"W, 506.10 FEET; THENCE S472728"W, 41.63 FEET TO THE POINT OF BEGINNING, CONTAINING ±81,722 SQ. FT. OR t1.876 ACRES. LEGAL DESCRIPTION: PROPOSED UTILITY EASEMENT " A STRIP OF LAND LYING IN SECTION 6, TOWNSHIP 18 SOUTH, RANGE 34 EAST, VOLUSIA COUNTY, FLORIDA AND BEING FURTHER DESCRIBED AS FOLLOWS; COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 6; THENCE S87'22'39"W ALONG THE SOUTH LINE OF SAID SECTION 6, A DISTANCE OF 1,554.35 FEET; THENCE CONTINUE ALONG SAID SECTION LINE S87°22'39"W 96.16 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S87'22'39"W ALONG SAID SOUTH LINE OF SECTION 6, A DISTANCE OF 20.00 FEET; THENCE DEPARTING SAID SOUTH LINE OF SECTION 6, NO3'19'05"E, 48.37 FEET; THENCE N86'40'55"E, 20.00 FEET; THENCE S03'19'05"E, 48.61 FEET TO THE POINT OF BEGINNING, CONTAINING ±970 SQ. FT. OR f0.022 ACRES. REVISED 0210112005 TO MOVE PROPOSED EASEMENT TO AS -BUILT LOCATION OF LIFT STATION (JOB # 05-0115, D.H.) EASEMENTS RICHARD W. FERNANDEZ, P.E. 14722 MARK A. HAMPTON, P.E. 27391 BRADLEY T. BLAIS, P.E. 47130 DAVID A. KING, P.E. 50609 ANDREW M. GIANNINI, P.E. 46601 Record Drawing JANUARY 2005 ,uze ED RWF DATE 9/03 TS DATE 9/03 ED RWF DATE 9/03 [APPROVED -- DATE -- SCALE AS SHOWN JOB NO. d. Lp m �t 0 0 N ti z W w SHEET NO. Cn 18 (D a� OF 32 i� c- NO I BY N25°03'00"W POINT OF BEGIN PROPOSED TEMP( CONSTRUCTION EA. is- SC/ QENTIN L. HAMPTON A&SOCIATE(S. INC. CONSULTING ENGINEERS FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER: 626 FAX 904 761-3977 REVISIONS DATE I P.O. DRAWER 290247 PORT ORANGE, FLORIDA 32729-0247 904 761-6810 PARCEL "E" ROBERT V. & PAMELA H. SNOWDEN O.R. BOOK 4978, PG. 3372 POINT OF BEGINNING - PROPOSED PERMANENT UTILITY EASEMENT MATCHLI POINT OF COMMENCEMENT SW CORNER SEC. 5, T-18—S, R-34—E S25°03'00"E 104.22' S25°03'00"E f 57.01' N25°03'00"W 9.79' k a C k\ 0 E SCALE: 1 "=100' w d- vi co EASEMENT 2 �i w cn w z J s _SOUTH LINE SEC. 5_ _T-18-S, R-34—E CITY OF EDGEWATER VOLUSIA COUNTY, FLORIDA WESTERN RESERVE AREA UTILITIES 5630 793 . 7 SURVEYORS NOTES 1. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS AND/OR OTHER MATTERS THAT ARE NOT SHOWN ON THIS PLAT OF SURVEY/SKETCH OF DESCRIPTION THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. THIS SURVEY/SKETCH OF DESCRIPTION PREPARED WITHOUT BENEFIT OF AN ABSTRACT. 2. DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF. 3. BEARING STRUCTURE BASED ON THE WEST LINE OF SECTION 5 HAVING A BEARING OF NO2'29'04"W. 4. UNDERGROUND FOUNDATIONS, IF ANY, NOT LOCATED. 5. "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." 6. UNLESS OTHERWISE SHOWN, RECORD DISTANCES AND DIRECTIONS AND FIELD MEASURED DISTANCES AND DIRECTIONS ARE THE SAME. A PROPOSEUTILITY EASEMENT: A 20 FOOT WIDE STRIP OF LAND LYING IN SECTIONS 5 AND 6, TOWNSHIP 18 SOUTH, RANGE 34 EAST AND BEING FURTHER DESCRIBED AS FOLLOWS; COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 6; THENCE N0229'04"E ALONG THE EASTERLY LINE OF SAID SECTION 6, 1,643.86 FEET TO THE POINT OF BEGINNING, SAID POINT BEING ON THE EASTERLY RIGHT OF WAY LINE OF STATE ROAD #9 (1-95), AS SHOWN ON RIGHT OF WAY MAP OF SAME, SECTION 79002-2406 SHEETS 1 THRU 8; THENCE N25'03'00"W ALONG SAID EASTERLY RIGHT OF WAY LINE, 619.45 FEET; THENCE DEPARTING SAID RIGHT OF WAY LINE, N64'13'18"E, 20.00 FEET; THENCE SOUTHERLY AND PARALLEL TO THE EASTERLY RIGHT OF WAY OF SAID 1-95 THE FOLLOWING DIRECTIONS AND DISTANCES, S25'03'00"E, 571.58 FEET TO THE EAST LINE OF SAID SECTION 6; THENCE S25'03'00"E, 57.01 FEET; THENCE S3016'33"E, 493.03 FEET, THENCE S34'51'43"E, 1,110.48 FEET; THENCE S63'03'01-E, 187.37 FEET; THENCE S85'29'50"E, 220.31 FEET; THENCE N86'49'42"E, 260.54 FEET TO A POINT OF CURVATURE, CONCAVE NORTHERLY HAVING AN INTERIOR ANGLE OF 7'5222" AND RADIUS OF 1789.86 FEET, WITH A CHORD BEARING OF N8252'40"E AND CHORD DISTANCE OF 245.74 FEET; THENCE ON A LINE PARALLEL TO THE NORTHERLY RIGHT OF WAY LINE OF STATE ROAD 442 (EDGEWATER ROAD) PER MAP OF SAID RIGHT OF WAY, SECTION 79210-2505, SHEETS 1 THRU 15, ALONG THE ARC OF SAID CURVE 245.94 FEET; THENCE S27'15'25"E, 20.82 FEET TO A POINT ON SAID NORTH RIGHT OF WAY LINE OF STATE ROAD 442 AND A POINT OF CURVATURE, CONCAVE NORTHERLY, HAVING AN INTERIOR ANGLE OF 8'05'06" AND RADIUS OF 1809.86 FEET, WITH A CHORD BEARING OF S82048'00"E AND CHORD DISTANCE OF 255.18 FEET; THENCE ALONG THE ARC OF SAID CURVE AND NORTHERLY RIGHT OF WAY LINE, 255.39 FEET TO A POINT ON SAID EASTERLY RIGHT OF WAY LINE OF 1-95; THENCE ALONG SAID EASTERLY RIGHT OF WAY LINE OF 1-95 THE FOLLOWING DIRECTIONS AND DISTANCES, S86'49'42"W, 260.99 FEET; THENCE N85 29'50"W, 225.62 FEET; THENCE N63'03'01 "W, 196.36 FEET; THENCE N34'51'43"W, 1,116.30 FEET; THENCE N30"16'33"W, 494.74 FEET; THENCE N25'03'00"W, 9.79 FEET TO THE EAST LINE OF SAID SECTION 6 AND THE POINT OF BEGINNING. GAL DESCRIPTI PROPOSED TEMPORARY CONSTRUCTION EASEMENT: A 20 FOOT WIDE STRIP OF LAND LYING IN SECTIONS 5 AND 6, TOWNSHIP 18 SOUTH, RANGE 34 EAST AND BEING FURTHER DESCRIBED AS FOLLOWS; COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 6; THENCE N0229'04"E ALONG THE EASTERLY UNE OF SAID SECTION 6, 1,643.86 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY UNE OF STATE ROAD #9 (1-95), AS SHOWN ON RIGHT OF WAY MAP OF SAME, SECTION 79002-2406 SHEETS 1 THRU 8; THENCE N25'03'00"W ALONG SAID EASTERLY RIGHT OF WAY UNE, 619.45 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID EASTERLY RIGHT OF WAY UNE OF 1-95, N25'03'00"W, 20.00 FEET; THENCE DEPARTING SAID EASTERLY RIGHT OF WAY UNE, N64'13'18"E, 100.00 FEET; THENCE S25'03'00"E, 40.00 FEET; THENCE S64'13'18"W, 60.00'; THENCE SOUTHERLY AND PARALLEL TO THE EASTERLY RIGHT OF WAY OF SAID 1-95 THE FOLLOWING DIREC1ONS AND DISTANCES, S25'03'00"E, 503.70 FEET TO THE EAST LINE OF SAID SECTION 6; THENCE S25'03'00"E, 104.22 FEET; THENCE S30'16'33"E, 491.31 FEET, THENCE S34'51'43"E, 1,104.66 FEET; THENCE S63'03'01 "E, 178.38 FEET; THENCE S85'29'50"E, 215.00 FEET; THENCE N86'49'42"E, 258.31 FEET TO A POINT OF CURVATURE, CONCAVE NORTHERLY HAVING AN INTERIOR ANGLE OF 7'42'48" AND RADIUS OF 1769.86 FEET, WITH A CHORD BEARING OF N82'59'10"E AND CHORD DISTANCE OF 238.08 FEET, THENCE ALONG THE ARC OF SAID CURVE PARALLEL TO THE NORTHERLY RIGHT OF WAY LINE OF STATE ROAD 442 (EDGEWATER ROAD) PER MAP OF SAID RIGHT OF WAY, SECTION 79210-2505, SHEETS 1 THRU 15, 238.26 FEET; THENCE S27'15'25"E, 20.84 FEET TO A POINT OF CURVATURE, CONCAVE NORTHERLY, HAVING AN INTERIOR ANGLE OF 7'5222" AND RADIUS OF 1789.86 FEET, WITH A CHORD BEARING OF S82'52'40"W AND CHORD DISTANCE OF 245.74 FEET; THENCE ALONG THE ARC OF SAID CURVE 245.94 FEET, THENCE ON A LINE PARALLEL TO SAID EASTERLY RIGHT OF WAY LINE OF 1-95, S86'49'42"W, 260.54 FEET, THENCE N85'29'50"W, 220.31 FEET; THENCE N63'03'01"W, 187.37 FEET; THENCE N34'51'43"W, 1,110.48 FEET; THENCE N30'16'33"W, 493.03 FEET, THENCE N25'03'00"W, 57.01 FEET TO THE EAST LINE OF SAID SECTION 6; THENCE CONTINUING ON A LINE PARALLEL TO SAID EASTERLY RIGHT OF WAY LINE, N25'03'00"W, 571.58 FEET; THENCE S64'13'18"W, 20.00 FEET TO THE POINT OF BEGINNING. PARCEL "E" ROBERT V. & PAMELA H. SNOWDEN O.R. BOOK 4978, PG. 3372 �� F 582.29,5p„E 15, 00, ----- _. S85°2 N86°49'4-1 N85°29'50„W 220 310„E 258.31 — 86°49'42" 225.62 260.54 EASEMENTS RICHARD W. FERNANDEZ, P.E. 14722 MARK A. HAMPTON, P.E. 27391 BRADLEY T. BLAIS, P.E. 47130 DAVID A. KING, P.E. 50609 ANDREW M. GIANNINI, P.E. 46601 A=7`52'22"� R=1789.86 L=245.94 CB=N82°52'40"E �p=8.05'06" CHORD=245.74 / R=1809.86 L=255.39 0=7°42'48" CB=S82°48'00"W R=1769.86 CHORD=255.18 L=238.26 CB=N82`59'10"E CHORD=238.08 ° 9' ,N 60 99 NORTHERLY R W >< l NE OF S . R . 442 20.82' 20.82' record Drawing JANUARY 2005 JRB DESIGNED RWF DATE 9/30 DRAWN TS DATE 9/30 CHECKED RWF DATE 9/30 APPROVED -- DATE -- SCALE AS SHOWN JOB NO. SHEET NO. 19 OF 32 m 3 CO U) Q� Y O O r w E. END OF LIMITED ACCESS PER SRD CENTERLINE SURVEY ZIiMA REVISIONS 6 8 �MNORTH LINE SEC POINT OF COMMENCEMENT__ NW CORNER SEC. 8, T-18-S, R-34-E 8, T-18-S, R-34-E LEGAL DESCRIPTION: [L19I21 1 u A 20 FOOT WIDE STRIP OF LAND LYING IN SECTION 8, TOWNSHIP 18 SOUTH, RANGE 34 EAST AND BEING FURTHER DESCRIBED AS FOLLOWS; COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 8; THENCE N86'52'09"E ALONG THE NORTH UNE OF SAID SECTION 8, 2,124.75 FEET; THENCE S03'07'51"E, 82.63 FEET TO A POINT ON THE SOUTHERLY RIGHT OF WAY LINE OF STATE ROAD 442, (EDGEWATER ROAD) PER MAP OF SAID RIGHT OF WAY, SECTION 79210-2505, SHEETS 1 THRU 15; THENCE S20'49'02"E, 20.99 FEET, THENCE ON A UNE PARALLEL TO SAID SOUTH RIGHT OF WAY UNE OF STATE ROAD 442, S86'50'46"W, 327.48 FEET, THENCE S03'08'44"E, 175.29 FEET; THENCE S86'51'16"W, 215.00 FEET, THENCE NO3'08'44"W, 175.26 FEET, THENCE S86'50'46"W, 355.60 FEET ALONG A UNE PARALLEL TO THE SOUTHERLY RIGHT OF WAY LINE OF STATE ROAD #9 (1-95), AS SHOWN ON RIGHT OF WAY MAP OF SAME, SECTION 79002-2406 SHEETS 1 THRU 8; THENCE S75'24'48"W, 246.87 FEET; THENCE ON A UNE PARALLEL TO THE EASTERLY RIGHT OF WAY OF SAID 1-95 THE FOLLOWING DIRECTIONS AND DISTANCES, S09'05'02"E, 345.38 FEET, THENCE S17'47'25"E, 920.11 FEET; THENCE S25'02'31 "E, 926.00 FEET; THENCE S64038'36"W, 20.00 FEET TO THE EASTERLY RIGHT OF WAY UNE OF SAID 1-95; THENCE ALONG SAID EASTERLY RIGHT OF WAY UNE THE FOLLOWING DIRECTIONS AND DISTANCES, N25'02'31"W, 927.38 FEET; THENCE N17'47'25"W, 922.90 FEET, THENCE N09'05'02"W, 365.06 FEET TO THE SOUTHERLY RIGHT OF WAY OF SAID 1-95; THENCE ALONG SAID SOUTHERLY RIGHT OF WAY UNE THE FOLLOWING DISTANCES AND DIRECTIONS, N75'24'48"E, 267.04 FEET, THENCE N86'50'46"E, 377.60 FEET; THENCE DEPARTING SAID SOUTHERLY RIGHT OF WAY UNE, S03'08'44"E, 175.26 FEET, THENCE N86'51'16"E. 175.00 FEET; THENCE NO3'08'44"W, 175.28 FEET TO THE SOUTHERLY RIGHT OF WAY UNE OF SAID STATE ROAD 442; THENCE ALONG SAID SOUTHERLY RIGHT OF WAY UNE, N86'50'46"E, 341.11 FEET TO THE POINT OF BEGINNING, CONTAINING ±74,136 SQ. FT. OR t1.702 ACRES. A STRIP OF LAND LYING IN SECTION 8, TOWNSHIP 18 SOUTH, RANGE 34 EAST AND BEING FURTHER DESCRIBED AS FOLLOWS; COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 8; THENCE N86'52'09"E ALONG THE NORTH UNE OF SAID SECTION 8, 2,124.75 FEET; THENCE S03'07'51 "E, 82.63 FEET TO A POINT ON THE SOUTHERLY RIGHT OF WAY UNE OF STATE ROAD 442, (EDGEWATER ROAD) PER MAP OF SAID RIGHT OF WAY, SECTION 79210-2505, SHEETS 1 THRU 15; THENCE S20'49'02"E, 20.99 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S20'49'02"E, 20.99 FEET, THENCE ON A UNE PARALLEL TO SAID SOUTHERLY RIGHT OF WAY UNE OF STATE ROAD 442, S86'50'46"W, 313.85 FEET; THENCE S03'08'44"E, 175.29 FEET; THENCE S86'51'16"W, 255.00 FEET; THENCE NO3'08'44"W, 175.25 FEET; THENCE S86'50'46"W, 333.59 FEET ALONG A UNE PARALLEL TO THE SOUTHERLY RIGHT OF WAY UNE OF STATE ROAD #9 (1-95), AS SHOWN ON RIGHT OF WAY MAP OF SAME, SECTION 79002-2406 SHEETS 1 THRU 8; THENCE S75'24'48"W, 226.70 FEET; THENCE ON A LINE PARALLEL TO THE EASTERLY RIGHT OF WAY OF SAID 1-95 THE FOLLOWING DIRECTIONS AND DISTANCES, S09'05'02"E, 325.69 FEET; THENCE S17'4725"E, 917.32 FEET, THENCE S25'02'31 "E, 884.51 FEET, THENCE DEPARTING SAID PARALLEL LINE, N64'38'36"E, 60.00 FEET, THENCE S25'02'31"E, 40.00 FEET, THENCE S64'38'36"W, 80.00 FEET; THENCE ON A UNE PARALLEL WITH THE EASTERLY RIGHT OF WAY UNE OF SAID 1-95, THE FOLLOWING DIRECTIONS AND DISTANCES, N25-02-31"W , 926.00 FEET; THENCE N17'47'25"W, 920.11 FEET; THENCE N09'05'02"W, 345.38 FEET; THENCE ALONG A UNE PARALLEL TO THE SOUTHERLY RIGHT OF WAY LINE OF SAID 1-95 THE FOLLOWING DISTANCES AND DIRECTIONS, N75'24'48"E, 246.87 FEET; THENCE N86'50'46"E, 355.60 FEET; THENCE DEPARTING FROM SAID PARALLEL UNE, S03'08'44"E, 175.26 FEET, THENCE N86'51'16"E, 215.00 FEET, THENCE NO3-08'44"W, 175.29 FEET; THENCE ON A LINE PARALLEL TO THE SOUTHERLY RIGHT OF WAY UNE OF SAID STATE ROAD 442 N86'50'46"E, 327.48 FEET TO THE POINT OF BEGINNING, CONTAINING ±75,745 SQ. FT. OR 1.739 ACRES. SURVEYORS NOTES 1. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS AND/OR OTHER MATTERS THAT ARE NOT SHOWN ON THIS PLAT OF SURVEY/SKETCH OF DESCRIPTION THAT MAY BE FOUND 1N THE PUBLIC RECORDS OF THIS COUNTY. THIS SURVEY/SKETCH OF DESCRIPTION PREPARED WITHOUT BENEFIT OF AN ABSTRACT. 2. DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF. 3. BEARING STRUCTURE BASED ON THE NORTH UNE OF SECTION 8 HAVING A BEARING OF NORTH 86'52'09" EAST. 4. UNDERGROUND FOUNDATIONS, IF ANY, NOT LOCATED. 5. "NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." 6. UNLESS OTHERWISE SHOWN, RECORD DISTANCES AND DIRECTIONS AND FIELD MEASURED DISTANCES AND DIRECTIONS ARE THE SAME. 7. REVISED PROPOSED TEMPORARY AND PROPOSED PERMANENT EASEMENTS 9/08/2003, JOB #03-2600 (DH). EASEPAE OUENTIN I,. HAMPTON A880CIATE8. INC. CONSULTING ENGINEERS FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER: 626 FAX 904 761-3977 DATE I P.O. DRAWER 290247 PORT ORANGE, FLORIDA 32129-0247 904 761-6810 CITY OF EDGEWATER VOLUSIA COUNTY, FLORIDA WESTERN RESERVE AREA UTILITIES EASEMENTS DINT OF BEGINNING DPOSED PERMANENT JTILITY EASEMENT POINT OF BEGINNING 'ROPOSED TEMPORARY INSTRUCTION EASEMENT SCALE: 1 "=100' RICHARD W. FERNANDEZ, P.E. 14722 MARK A. HAMPTON, P.E. 27391 BRADLEY T. BLAIS, P.E. 47130 DAVID A. KING, P.E. 50609 ANDREW M. GIANNINI, P.E. 46601 record Drawing JANUARY 2005 JRB DESIGNED RWF DATE 9/03 SCALE AS SHOWN JOB N0. SHEET N0. DRAWN TS DATE 9/03 2 1 CHECKED RWF DATE 9/03 APPROVED -- DATE -- of 32 EXISTING EASTERLY - RIGHT OF WAY LINE OF MISSION ROAD (PRESCRIPTIVE) 3 }o� ! i �J i"f J f f 4 frt N21°51'05"W �r' 10.05' j 30.00, o, n LOT 6, TH THIRD OF DOSE HULL GRANT 16, PAGE 165 GENUMS MUS2WIffS INC. O.R. BOOK 4690, PG. 1682 2000, THE NORTH LINE OF THE NORTHERLY 20 FEET 20 00' �r OF THE SOUTHERLY 50 FEET OF LOT 6 PROPOSED TEMPORARY CONSTRUCTION EASEMENT PROPOSED PERMANENT EASEMENT 19°09'46"W 9.98' TION EASEMENT: SCALE: 1 "=100' LOT 14, k SOUTH THIRD OF THE AMBROSE HULL GRANT O.R.B. 16, PAGE 165 GRNUM.9 LVUST"NTS INC. O.R. BOOK 4590, PG. 1682 THE NORTH LINE OF THE NORTHERLY 20 FEET OF THE SOUTHERLY 50 FEET OF LOT 14 30 00, 2000' NORTH LINE OF THE NORTH 20 FEET OF THE SOUTH 30 FEET OF LOT 14 j PROPOSED PERMANENT EASEMENT ASSESSORS SUB OF THE BETTS GRANT MAP BOOK 3, PAGE 153 A 20 FOOT WIDE STRIP OF LAND DESCRIBED AS FOLLOWS: THE NORTHERLY 20 FEET OF THE SOUTHERLY 50 FEET OF THAT PORTION OF LOT 6 LYING EASTERLY OF OLD TURNBULL ROAD (MISSION ROAD) AND THE NORTHERLY 20 FEET OF THE SOUTHERLY 50 FEET OF LOT 14 AS SHOWN ON THE MAP OF THE SOUTH THIRD OF THE AMBROSE HULL GRANT AS RECORDED IN MAP BOOK 16, PAGE 165 OF THE OFFICIAL RECORDS OF VOLUSIA COUNTY, FLORIDA, CONTAINING ±88,785 SO. FT. OR f2.038 ACRES. SURVEYORS NOTES 1. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS AND/OR OTHER MATTERS THAT ARE NOT SHOWN ON THIS PLAT OF SURVEY/SKETCH OF DESCRIPTION THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. THIS SURVEY/SKETCH OF DESCRIPTION PREPARED WITHOUT BENEFIT OF AN ABSTRACT. 2. DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF. 3. BEARING STRUCTURE BASED ON THE SOUTH LINE OF SECTION 6 HAVING A BEARING OF SOUTH 87022'39"W. 4. UNDERGROUND FOUNDATIONS, IF ANY, NOT LOCATED. 5. "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." 6. UNLESS OTHERWISE SHOWN, RECORD DISTANCES AND DIRECTIONS AND FIELD MEASURED DISTANCES AND DIRECTIONS ARE THE SAME. 7. REVISED PROPOSED TEMPORARY AND PROPOSED PERMANENT EASEMENTS 9/08/2003, JOB #03-2600 (DH). GENUINE IN EST"NTS INC. O.R. BOOK 4590, PG. 1682 THE NORTH LINE OF THE NORTHERLY 20 FEET OF THE SOUTHERLY 50 FEET OF LOT 14 30 00� 20 SCALE: 1 "=100' LOT 14, SOUTH THIRD OF THE AMBROSE HULL GRANT O.R.B. 16, PAGE 165 N 27°09' 45"W 20.04' POINT OF BEGINNING PROPOSED TEMPORARY CONSTRUCTION EASEMENT PROPOSED TEMPORARY CONSTRUCTION EASEMENT PROPOSED PERMANENT EASEMENT SOUTH LINE OF LOT 14 N27°09'45 W 20.04' POINT OF BEGINNING PROPOSED UTILITY EASEMENT N27`09'45"W 10.02' ASSESSORS SUB OF THE BETTS GRANT MAP BOOK 3, PAGE 153 QUENTIN L. HAMPTON ASSOCIATES, INC. CONSULTING ENGINEERS FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER: 626 FAX 904 781-3977 NO BY REVISIONS DATE P.O. DRAWER 290247 PORT ORANGE, FLORIDA 32129-0247 904 761-6610 N66°34'11 "E 4438.33' PROPOSED TEMPORARY CONSTRUCTION EASEMENT n14-,P°7A'l1 LEGAL DESCRIPTI PROPOSED UTILITY S66'34'11 "W 4 SOUTH LINE OF LOT 14 MASSSY ENTLFRPRISLS O.R. BOOK 2800, PG. 1745 A 20 FOOT WIDE STRIP OF LAND DESCRIBED AS FOLLOWS: THE NORTHERLY 20 FEET OF THE SOUTHERLY 30 FEET OF THAT PORTION OF LOT 6 LYING EASTERLY OF OLD TURNBULL ROAD (MISSION ROAD) AND THE NORTHERLY 20 FEET OF THE SOUTHERLY 30 FEET OF LOT 14 AS SHOWN ON THE MAP OF THE SOUTH THIRD OF THE AMBROSE HULL GRANT AS RECORDED IN MAP BOOK 16, PAGE 165 OF THE OFFICIAL RECORDS OF VOLUSIA COUNTY, FLORIDA, CONTAINING ±88,825 SQ. FT. OR t2.039 ACRES. LEGAL DESCRIPTION: PROPOSED TEMPORARY CONSTRUCTION EASEMENT: A 20 FOOT WIDE STRIP OF LAND LYING WITHIN GOVERNMENT LOT 4, SECTION 31, TOWNSHIP 17 SOUTH, RANGE 34 EAST, VOLUSIA COUNTY, FLORIDA AND DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF LOT 14, SOUTH ONE-THIRD OF THE AMBROSE HULL GRANT AS RECORDED IN OFFICIAL RECORD BOOK 16, PAGE 165, VOLUSIA COUNTY, FLORIDA; THENCE ALONG THE EAST LINE OF SAID LOT 14, N27'09'45"W, 30.06 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID EAST LINE OF LOT 14, N27'09'45"W, 20.04 FEET; THENCE DEPARTING SAID EAST LINE AND ALONG A LINE PARALLEL TO THE NORTH LINE OF ASSESSORS SUBDIVISION OF THE SAMUEL BETTS GRANT AS RECORDED IN MAP BOOK 3, PAGE 153, VOLUSIA COUNTY, FLORIDA, N66-34'11 "E, 382.32 FEET; THENCE DEPARTING SAID PARALLEL LINE, S23'25'49"E, 20.00 FEET; THENCE ON A LINE PARALLEL TO SAID NORTH LINE { OF THE SAMUEL BETTS GRANT, S66'34'11"W, 381.02 FEET TO THE POINT OF BEGINNING, CONTAINING t7,633 SQ. FT. OR t0.175 ACRES. M >1 C.. Dom! coo; O -1 u a: cam` GOVERNMENT LOT 4 SECTION 31, T-17- S, R - 34- E Q R.J. DOUGHERTY ASSOCIATES. INC. 1 S1-f7-84-00-00-0124 S23°25'49"E 30.00' S23°25'49"E 3 20.00. 20 00; 20. 00' 0 00 , T 66°34'11 "E 382.32' "E 381.02' S66`3 439,71' I POINT OF COMMENCEMENT SE CORNER OF LOT 14, SOUTH THIRD OF THE AMBROSE HULL GRANT O.R.B. 16, PAGE 165 EASEMENT 5 CITY OF EDGEWATER VOLUSIA COUNTY, FLORIDA WESTERN RESERVE AREA UTILITIES S23'25'49"E 50.00' ►„ Amm WIN • EASEMENTS PTI A STRIP OF LAND LYING WITHIN GOVERNMENT LOT 4, SECTION 31, TOWNSHIP 17 SOUTH, RANGE 34 EAST, VOLUSIA COUNTY, FLORIDA AND DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF LOT 14, SOUTH ONE-THIRD OF THE AMBROSE HULL GRANT AS RECORDED IN OFFICIAL RECORD BOOK 16, PAGE 165, VOLUSIA COUNTY, FLORIDA; THENCE ALONG THE EAST LINE OF SAID LOT 14, N27'09'45"W, 10.02 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID EAST LINE OF LOT 14, N27'09'45"W, 20.04 FEET; THENCE DEPARTING SAID EAST LINE AND ALONG A LINE PARALLEL TO THE NORTH LINE OF ASSESSORS SUBDIVISION OF THE SAMUEL BETTS GRANT AS RECORDED IN MAP BOOK 3, PAGE 153, VOLUSIA COUNTY, FLORIDA, N66'34'11"E, 381.02 FEET; THENCE DEPARTING SAID PARALLEL LINE, N23'2549"W, 30.00 FEET; THENCE ON A LINE PARALLEL TO SAID NORTH LINE OF THE SAMUEL BETTS GRANT, N66'34'11 "E, 60.00 FEET; THENCE THENCE DEPARTING SAID PARALLEL LINE AND ALONG THE WESTERLY RIGHT OF WAY OF AIR PARK ROAD, A 50.00 FOOT RIGHT OF WAY AS NOW LAID OUT AND IN USE, S23025'49"E, 50.00 FEET, THENCE ON A LINE PARALLEL TO SAID NORTH LINE OF THE SAMUEL BETTS GRANT, S66'34'11 "W, 439.71 FEET TO THE POINT OF BEGINNING, CONTAINING ±10,607 SQ. FT. OR f0.244 ACRES. WESTERLY RIGHT OF WAY LINE OF AIRPARK ROAD RICHARD W. FERNANDEZ, P.E. 14722 MARK A. HAMPTON, P.E. 27391 BRADLEY T. BLAIS, P.E. 47130 DAVID A. KING, P.E. 50609 ANDREW M. GIANNINI, P.E. 46601 THE N( Record Drawing JANUARY 2005 JRB DESIGNED RWF DATE 9/03 DRAWN TS DATE 9/03 CHECKED RWF DATE 9/03 APPROVED -- n A SCALE AS SHOWN JOB NO. SHEET NO. 22 OF 32 NORTH LINE OF ter. SEMENT SOUTH LINE OF F.P. &L. EASEMENT Nip W 0 m w W a T 90 o CENTERLINE OF F.P. &LA, EASEMENT CS k �i� 0 A PROPOSED 10 FOOT 0 � o Ott PERMANENT UTILITY EASEMENT t , 0 LOT 1 � QUENTIN L. HAMPTON ASSOCIATES, INC. Qw CONSULTING ENGINEERS FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER: 626 2/04 FAX 904 761-3977 DATE P.O. DRAWER 290247 PORT ORANGE, FLORIDA 32129-0247 904 761-8810 PROPOSED 30 FOOT TEMPORARY'°,CONSTRUCTION EASEMENT 01 OF L S�UTx CITY OF EDGEWATER s3 WESTERN RESERVE AREA UTILITIES LEGAL DESCRIPTION: PROPOSED UTILITY EASEMENT: A STRIP OF LAND 10 FEET IN WIDTH, LYING WITHIN LOT 90, WEST OF MISSION ROAD AND LOTS 97, 104, 110, 111, 116, 117 AND 123, ASSESSORS SUBDIVISION OF SAMUEL BETTS GRANT, TOWNSHIP 18 SOUTH, RANGE 34 EAST, AS RECORDED IN MAP BOOK 3, PAGE 153, PUBLIC RECORDS OF VOLUSIA COUNTY, FLORIDA; AND U.S. GOVERNMENT LOT 3, SECTION 5, TOWNSHIP 18 SOUTH, RANGE 34 EAST, VOLUSIA COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE SOUTHERLY 10 FEET OF A 170 FEET WIDE FLORIDA POWER AND LIGHT COMPANY EASEMENT, AS RECORDED IN OFFICIAL RECORD BOOK 963, PAGE 307 OF THE PUBLIC RECORDS OF VOLUSIA COUNTY, FLORIDA; THE CENTERLINE OF SAID 170 FEET WIDE EASEMENT BEING DESCRIBED AS BEGINNING AT A POINT ON THE WEST RIGHT OF WAY OF MISSION ROAD IN SAID LOT 90, SAID POINT BEING LOCATED 277.6 FEET NORTH OF THE SOUTH LINE OF SAID LOT 90; THENCE RUN WESTERLY ACROSS LOT 90 WEST OF MISSION ROAD AND LOTS 97, 104, 111, 110, 116, 117, AND 123, TO A POINT ON THE WEST LINE OF LOT 123 LOCATED 460.1 FEET SOUTH OF THE NORTHWEST CORNER OF LOT 123, ASSESSORS SUBDIVISION OF SAMUEL BETTS GRANT; THENCE EXTENDING SAID CENTERLINE WESTERLY ACROSS SAID U.S. GOVERNMENT LOT 3, SECTION 5, TO THE WESTERLY RIGHT OF WAY LINE OF FLORIDA EAST COAST RAILROAD. )RS NOTES ,E: THERE MAY BE ADDITIONAL RESTRICTIONS AND/OR OTHER MATTERS RE NOT SHOWN ON THIS PLAT OF SURVEY/SKETCH OF DESCRIPTION THAT FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. THIS SURVEY/SKETCH ;RIPTION PREPARED WITHOUT BENEFIT OF AN ABSTRACT. JSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF. ING STRUCTURE BASED ON THE WEST LINE OF SECTION 5 HAVING NG OF NO2'29'04"W. :RGROUND FOUNDATIONS, IF ANY, NOT LOCATED. VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A LICENSED SURVEYOR AND MAPPER." ESS OTHERWISE SHOWN, RECORD DISTANCES AND DIRECTIONS AND FIELD ED DISTANCES AND DIRECTIONS ARE THE SAME. Record Drawing JANUARY 2005 ,tee mKow 3 I' • [;i f1a#'W:I•ii 'I;Z•L I„ �I*I� 1;, +�II�I� I A STRIP OF LAND 30 FEET IN WIDTH, LYING WITHIN LOT 90, WEST OF MISSION ROAD AND LOTS 97, 104, 110, 111, 116, 117 AND 123, ASSESSORS SUBDIVISION OF SAMUEL BETTS GRANT, TOWNSHIP 18 SOUTH, RANGE 34 EAST, AS RECORDED IN MAP BOOK 3, PAGE 153, PUBLIC RECORDS OF VOLUSIA COUNTY, FLORIDA; AND U.S. GOVERNMENT LOT 3, SECTION 5, TOWNSHIP 18 SOUTH, RANGE 34 EAST, VOLUSIA COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE NORTHERLY 30 FEET OF THE SOUTHERLY 40 FEET OF A 170 FEET WIDE FLORIDA POWER AND LIGHT COMPANY EASEMENT, AS RECORDED IN OFFICIAL RECORD BOOK 963, PAGE 307 OF THE PUBLIC RECORDS OF VOLUSIA COUNTY, FLORIDA; THE CENTERLINE OF SAID 170 FEET WIDE EASEMENT BEING DESCRIBED AS BEGINNING AT A POINT ON THE WEST RIGHT OF WAY OF MISSION ROAD IN SAID LOT 90, SAID POINT BEING LOCATED 277.6 FEET NORTH OF THE SOUTH LINE OF SAID LOT 90; THENCE RUN WESTERLY ACROSS LOT 90 WEST OF MISSION ROAD AND LOTS 97, 104, 111, 110, 116, 117, AND 123, TO A POINT ON THE WEST LINE OF LOT 123 LOCATED 460.1 FEET SOUTH OF THE NORTHWEST CORNER OF LOT 123, ASSESSORS SUBDIVISION OF SAMUEL BETTS GRANT, THENCE EXTENDING SAID CENTERLINE WESTERLY ACROSS SAID U.S. GOVERNMENT LOT 3, SECTION 5, TO THE WESTERLY RIGHT OF WAY LINE OF FLORIDA EAST COAST RAILROAD. EASEMENTS RICHARD W. FERNANDEZ, P.E. 14722 MARK A. HAMPTON, P.E. 27391 BRADLT. BLAIS, P.E. 47130 DAVID A. KING, P.E. 50609 ANDREW M. GIANNINI, P.E. 46601 DESIGNED RWF DATE DRAWN TS DATEEY CHECKED [APPROVED RWF DATE DATE 9/03 SCALE SHEET N0. 9/03 qg SHOWN 9,°3 2 3 -- JOB N0. m a co 1p Lo 0 o 0 0 N N 1 TS REVISED UTILITY EASEMENT FROM 20' TO 10' WIDE NO BY REVISIONS VOLUSIA COUNTY, FLORIDA OF 32 LOT 13 NORTH LINE OF THE SOUTHERLY 222.50 FEET ,�-- OF LOT 13 WEST LINE OF THE EASTERLY 2011.00 FE T OF LOT 1 i o CIO o W o " W i O #� 35.00, ! P E � ��W o �? r W,Lo O =`t� 0 LOT 14 0 o p � o O N 5 0' PRIVATE ROAD EASEMENT (EAST GATEWAY DRI VE) 0 Ln MASSEY LOT 14 WEST LINE OF THEE EASTERLY 2011.00 FEET OF LOT 14 SURVEYORS NOTES 1. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS AND/OR OTHER MATTERS THAT ARE NOT SHOWN ON THIS PLAT OF SURVEY/SKETCH OF DESCRIPTION THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. THIS SURVEY/SKETCH OF DESCRIPTION PREPARED WITHOUT BENEFIT OF AN ABSTRACT. 2. DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF. 3. BEARING STRUCTURE BASED ON THE WEST LINE OF SECTION 5 HAVING WEST LINE OF THE --/ EASTERLY 1991.00 FEET OF LOT 14 LEGAL DESCRIPTION: PROPOSED UTILITY EASEMENT: A STRIP OF LAND 20.00 FEET IN WIDTH, LYING WITHIN LOT 14, A SUBDIVISION OF THE SOUTH 1 /3 OF THE AMBROSE HULL GRANT AS RECORDED IN MAP BOOK 5, PAGE 54 OF THE PUBLIC RECORDS OF VOLUSIA COUNTY FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: ME - SCALE: 1 "= 50' iiv U GENUINE INVESTMENTS INC. O.R. BOOK 4590, .PC. 1682 O 0 N LEGAL DESCRIPTION: PROPOSED TEMPORARY CONSTRUCTION EASEMENT: I U .b o O r, O 30.0( A STRIP OF LAND 20.00 FEET IN WIDTH, LYING WITHIN LOT 140 A SUBDIVISION OF THE SOUTH 1 /3 OF THE AMBROSE HULL GRANT AS RECORDED IN MAP BOOK 5, PAGE 54 OF THE PUBLIC RECORDS OF VOLUSIA COUNTY FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: A BEARING OF NO2'29'04"W. THE WESTERLY 20.00 FEET OF THE EASTERLY 1991.00 FEET OF SAID LOT 14 LYING SOUTHERLY THE WESTERLY 20.00 FEET OF THE EASTERLY 2011.00 FEET OF SAID LOT 14 LYING SOUTHERLY OF PARK AVENUE, A PRESCRIPTIVE RIGHT OF WAY, AS NOW LAID OUT AND IN USE, LESS THE OF PARK AVENUE, A PRESCRIPTIVE RIGHT OF WAY, AS NOW LAID OUT AND IN USE, LESS THE 4. UNDERGROUND FOUNDATIONS, IF ANY, NOT LOCATED. SOUTHERLY 30.00 FEET OF SAID LOT 14, CONTAINING ±24,625 SQ. FT. OR f0.565 ACRES; SOUTHERLY 30.00 FEET OF SAID LOT 14, CONTAINING ±24,685 SQ. FT. OR f0.565 ACRES. ; 5. "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A TOGETHER WITH THE SOUTHERLY 222.50 FEET OF THE WESTERLY 40.00 FEET OF THE EASTERLY FLORIDA LICENSED SURVEYOR AND MAPPER." 2011.00 FEET OF SAID LOT 13 LESS THAT PART OF SAID LOT 13 LYING WITHIN PARK AVENUE, 4 A PRESCRIPTIVE RIGHT OF WAY, AS NOW LAID OUT AND IN USE, CONTAINING f8,900 SQ. FT. I 6. UNLESS OTHERWISE SHOWN, RECORD DISTANCES AND DIRECTIONS AND FIELD OR f 0.204 ACRES. MEASURED DISTANCES AND DIRECTIONS ARE THE SAME. 7. REVISED PROPOSED TEMPORARY AND PROPOSED PERMANENT EASEMENTS 9/08/2003, JOB #03-2600 (DH). QU_ENTIN I,. 19AMPTON ASSOCIATES, INC. CONSULTING ENGINEERS FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER: 626 FAX 904 761-3977 FNo BY I REVISIONS DATE P.O. DRAWER 290247 PORT ORANGE, FLORIDA 32129-0247 904 761-6810 EASEMENT 7 CITY OF EDGEWATER VOLUSIA COUNTY, FLORIDA WESTERN RESERVE AREA UTILITIES EASEMENTS Record Drawl JANUARY 2005 JRB RICHARD W. FERNANDEZ, P.E. 14722 MARK A. HAMPTON, P.E. 27391 BRADLEY T. BLAIS, P.E. 47130 DAVID A. KING, P.E. 50609 ANDREW M. GIANNINI, P.E. 46601 DESIGNED RWF DATE 9/03 SCALE AS SHOWN JOB NO. SHEET NO. DRAWN TS DATE 9/03 24 CHECKED RWF DATE 9/03 APPROVED -- DATE -- OF 32 Q N O co 9 G T z N -P 0 N C1� Cis SURVEYORS NOTES HARRIS FIRST SUBDIVISION MAP BOOK 7, PG. 73 (M.Bo RICK ROSEN O.R,BOOK 4017, PG. mini -r ter- nr-r\ininiiNi/-,\ 1. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS AND/OR OTHER MATTERS THAT ARE NOT SHOWN ON THIS PLAT OF SURVEY/SKETCH OF DESCRIPTION THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. THIS SURVEY/SKETCH OF DESCRIPTION PREPARED WITHOUT BENEFIT OF AN ABSTRACT. 2. DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF. 3. BEARING STRUCTURE BASED ON THE WEST LINE OF SECTION 5 HAVING A BEARING OF NO2'29'04"W. 4. UNDERGROUND FOUNDATIONS, IF ANY, NOT LOCATED. 5. "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." 6. UNLESS OTHERWISE SHOWN, RECORD DISTANCES AND DIRECTIONS AND FIELD MEASURED DISTANCES AND DIRECTIONS ARE THE SAME. QUENTIN L. HAMPTON ASSOCIATE(S, INC. CONSULTING ENGINEERS FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER: 626 FAX 904 761-3977 Li A 20, PG. 128) r'Fe 4621 E2 SCALE: 1 "= 20' r,nT I �� 1,0T z SURVEY CENTERLINE PER F.D.O.T. R/W PLANS LEGAL DESCRIPTION: PROPOSED UTILITY EASEMENT: A STRIP OF LAND 20.00 FEET IN WIDTH, LYING WITHIN LOT 1, HARRIS FIRST SUBDIVISION AS RECORDED IN MAP BOOK 7, PAGE 73 (RE —RECORDED IN MAP BOOK 20, PAGE 128) OF THE PUBLIC RECORDS OF VOLUSIA COUNTY FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 1; THENCE ALONG THE WESTERLY LINE OF SAID LOT 1, N24'21'55"W, 160.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID WESTERLY LINE, N24-21'55"W, 20.00 FEET; THENCE DEPARTING SAID WESTERLY LINE ON A LINE PARALLEL TO THE NORTHERLY RIGHT OF WAY OF STATE ROAD #442, N65'31'45"E, 400.00 FEET TO THE EAST LINE OF SAID LOT 1; THENCE ALONG SAID EAST LINE, S24°21'55"E, 20.00 FEET TO SAID NORTHERLY RIGHT OF WAY LINE OF STATE ROAD #442; THENCE ALONG SAID NORTHERLY RIGHT OF WAY LINE, S65-31'45"W, 400.00 FEET TO THE POINT OF BEGINNING, CONTAINING f8,000 SQ.FT. OR f0.184 ACRES. CITY OF EDGEWATER WESTERN RESERVE AREA UTILITIES LEGAL DESCRIPTION: PROPOSED TEMPORARY CONSTRUCTION EASEMENT: A STRIP OF LAND 20.00 FEET IN WIDTH, LYING WITHIN LOT 1, HARRIS FIRST SUBDIVISION AS RECORDED IN MAP BOOK 7, PAGE 73 (RE —RECORDED IN MAP BOOK 20, PAGE 128) OF THE PUBLIC RECORDS OF VOLUSIA COUNTY FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 1; THENCE ALONG THE WESTERLY LINE OF SAID LOT 1, N24'21'55"W, 180.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID WESTERLY LINE OF LOT 1, N24'21'55"W, 20.00 FEET; THENCE DEPARTING SAID WESTERLY LINE ON A LINE PARALLEL TO THE NORTHERLY RIGHT OF WAY OF STATE ROAD #442, N65-31'45"E, 400.00 FEET TO THE EAST LINE OF SAID LOT 1; THENCE ALONG SAID EAST LINE S24°21'55"E, 20.00 FEET; THENCE S65'31'45"W, 400.00 FEET TO THE POINT OF BEGINNING, CONTAINING f8,000 SQ.FT. OR f0.184 ACRES. EASEMENTS RICHARD W. FERNANDQ, P.E. 14722 MARK A. HAMPTON, P.E. 27391 BRADLEY T. BLAIS, P.E. 47130 DAVID A. KING, P.E. 50609 ANDREW M. G44NNINI, P.E. 46601 DESIGNED RWF DATE DRAWN TS DATE CHECKED RWF DATE APPROVED __ DATE 0 1 Record Drawing JANUARY 2005 JRB 9/03 S�� SHEET N0. 9/03 qg SHOWN 9,°3 2 6 -- JOB N0. REVISIONS DATE P.O. DRAWER 290247 PORT ORANGE, FLORIDA 32129-0247 904 761-6810 VOLUSIA COUNTY, FLORIDA OF 32 Q co M CJ N O 1 d CL : UJ z N 4. D M Z m uj J d U OF WET WELL, v8* Q VAULTS e d ° & HATCHES '"' _ _ 26 SEE SH #3 a =� RAMNECK SEAL PVC PIPE SDR-18 TYP. OF 3 SEE SH #3 /�1 TS JADDED NOTES PER DEP COMMENTS NO BY REVISIONS OF WET WELL 4— A5 CONT. 12 NOTE 2 4'-4" 8" TYP. III 10'-8' HA CH 4 15)(16 3'-6" 6) (2 17 PLAN VIEW — WET WELL AND VAULTS SCALE: 3/8" = 1'-0" NOTE 2 PUMP No. 2 ON EL 13.0 PUMP No. 1 ON EL 12.0 ALL PUMPS OFF EL 9.5 12" 12" BOTTOM EL 7.5 D.O.T. #57 STONE J #5 AT 12" O.C. E.W. TOP do BOTTOM 2" COVER QUENTIN L. HAMPTON ASSOCIATES, INC. CONSULTING ENGINEERS FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER: 628 10/03 FAX 904 761-3977 DATE P.O. DRAWER 290247 PORT ORANGE, FLORIDA 32129-0247 904 761-6810 TOP & BOTTOM 7'-2" 3•-7" 8" TYP. F HATCH PUMP DATA AND DESIGN CHARACTERISTICS NUMBER OF PUMPS THREE (3) DESIGN CAPACITY PER PUMP, G.P.M. 400 TOTAL DYNAMIC HEAD, FT. 100 HORSEPOWER PER PUMP, H.P. 30 MIN. SHUTOFF HEAD, FT. CD PUMP R.P.M. 1750 ELECT. SVC. — VOLTAGE & PHASE 460 30 PUMPS CAP 104 IMPELLER ME 2101 WEIGHT 89 POUND LEGEND O1 12'-6" DIA. PRECAST WET WELL WITH H.D.P.E. LINER KEY TOP SLAB TO WET WELL WALLS � SEE NOTE 1 O2 PRECAST CONCRETE VALVE VAULT KEY TOP SLAB TO VAULT WALLS SEE NOTE 2 O3 PRECAST CONCRETE EMERGENCY PUMP CONNECTION VAULT KEY TOP SLAB TO VAULT WALLS SEE NOTE 2 7 3 NLESS STEEL SADD 4 SUBMERSIBLE PUMPS (3) 21 ITH PRESSURE GAUGE SEE PUMP DATA AND NOTE 7 THIS SHEET NOTE: PUMP ASSEMBLIES TO INCLUDE: © PUMP STATION SHALL INCLUDE A LIGHTNING S.S. GUIDE BARS, FLOAT HANGERS ARRESTER, SURGE CAPACITOR OR SIMILAR CONSTRUCT CONCRETE BENCH PER MANUF. 8 PROTECTIVE DEVICE. SPECIFICATIONS FOR PUMP MOUNTING. ANCHOR PUMP TO WET WELL FLOOR AND INSTALL s . ao -° e d - 19 - - c - -a- - e4 a e - s 4 a 3/4" 316 S.S. EXPANSION BOLTS PER MANUF. SPECS. 5 FUME TIGHT HATCHES, BY PUMP MANUF. SEE NOTE 3 6 VALVE VAULT ACCESS HATCH U.S. FOUNDRY APD 48 X 72 OR EQUAL (300 PSF LOAD RATING) °0 7 PUMP CONNECTION VAULT ACCESS HATCH LIFTING c1 o U.S. FOUNDRY APD 36 X 48 OR EQUAL 20 22 HANDLE (300 PSF LOAD RATING) M� 8 WALL PENETRATIONS ��=__=�� HALLIDAY PRODUCTS ALL PIPE PENETRATIONS TO BE SEALED WITH III ( - - - I I!I NON —SHRINK GROUT LA III �------� III A SERIES F1 R ACCESS DOOR n IIII II C II III (FLOODTIGHT REGULAR) 7 #316 S.S GUIDE RAILS (2 PER PUMP) 18 IIII II LB II IIII B III I� _ _ _ = _ = �I III STANDARD FEATURES: 10 8" DISCHARGE RISER F IIII STAINLESS STEEL II IIII Z -' R (TYPICAL 0 3) PAD LOCK II P3) SSURE LOCKS II IIII Z • STAINLESS STEEL HOLD OPEN ARM W W WITH POSITIVE LOCKING LUG o o • STAINLESS STEEL HINGES AND 11 8" 90' FL. BEND (TYPICAL) C) 0 ATTACHING HARDWARE - �I III • STAINLESS STEEL PRESSURE LOCKS III �` xll PAT. ALUM COVER DIAMOND THICK II III e 1/4" NEOPRENE COMPRESSION GASKET LE EAF 12 8" 22.5' MJ. BEND (TYPICAL) III �` xil x PLATE II III • 625 LBS PER SQCONSTRUCTION TFT CLOAD RATING I STAINLESS STEEL PRESSURE LOCK 1/4- NEOPRENE GASKE MOUNTING HOLES x x III — — — — — _� III III x x x - - - IIIII • 10 YEAR GUARANTEE „ 13 8 DRESSER COUPLING (TYPICAL) T LOCATE & IIL x— x__ *__ _E— -m— a ivl r DRILL �+_—___� S.ST. & ALUM. POSITIVE LOCKI �_ M M+ 1 " HOLD OPEN ARM SPECIFICATIONS STAINLESS � g /TAMsMPPER 3" A OPENING 3" PROOF FASTENERS 1/4 REQUIRED) 2" ALM. PLATE REINF. THE F1R (SINGLE LEAF) SERIES ACCESS FRAMES AND COVERS AS MANUFACTURED 15 8" SWING CHECK VALVE {TYPICAL) B OVERALL BY HALLIDAY PRODUCTS, INC. OF ORLANDO, FLORIDA SHALL HAVE A 1/4 INCH NEOPRENE GASKET PLAN THICK, MILL FINISH, ALUMINUM FRAME DESIGNED FOR SURFACE MOUNTING. DOOR '- . 1/2 X 2 X 3- SECTION C-C PANEL SHALL BE 1/4 INCH ALUMINUM DIAMOND PLATE, REINFORCED TO WITHSTAND - - - (TAP FOR SEALING BY OTHERS A 10 FOOT COLUMN OF STATIONARY WATER, OR APPROXIMATELY 625 LBS. PSF. THE 16 8" PLUG VALVE WITH 2" SQ. OPERATING NUT {TYPICAL) DOOR SHALL INCORPORATE A 90 DEGREE RETURN FLANGE AROUND THE PERIMETER, (COVER SHOWN IN OPEN POSITION) L 3 X 3 X 1/4 (FRAME) N 1 STAINLESS STEEL PRESSURE LOCKS SHALL BE PROVIDED TO WORK IN CONJUNCTION WITH A 1/4 INCH THICK NEOPRENE COMPRESSION GASKET, MOUNTED TO THE SECTION B—B Eu UNDER SIDE OF THE DOOR, TO INSURE MINIMAL WATER INTRUSION. DOOR SHALL 1 7 8" FL 90' BENDS (TYPICAL) OPEN TO 90 DEGREES AND AUTOMATICALLY LOCK WITH A STAINLESS STEEL HOLD A OPENING I OPEN ARM WITH ALUMINUM RELEASE HANDLE. HINGES AND ALL FASTENING HARDWARE SHALL BE STAINLESS STEEL. UNIT SHALL LOCK WITH PAD LOCK LUGS. UNIT SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIAL AND/OR WORKMANSHIP 18" FL CROSS SECTION A- A FOR A PERIOD OF 10 YEARS. CuOer%u r ecn1 IA #5 4- #5 CONT. 19 10" x 8" MJ REDUCER CCi%TIf1A1 AT n ^C WE/ r ltf1117l 1 CITY OF EDGEWATER VOLUSIA COUNTY, FLORIDA AROUND HATCH 3 ID 20 10" x 6" FL. TEE -8 21 6" EMERGENCY PUMP CONNECTION FIN. GRD 26.6 WITH CAM —LOCK FITTING AND DUST PLUG �/4 /\/// j /// /// /// /// /// ///\///\/// 22 10" PLUG VALVE WITH 2" SQ. OPERATING NUT i i 23 CONCRETE PIPE SUPPORTS r CONSTRUCT UNDER 8" TEE AND OUTBOARD 8" CHECK VALVES i 21 i #5 AT 12" i O.C. E.W. 24 PUMP STATION WATER SERVICE SEE DETAIL THIS SHEET (NOT ACTIVE) F- 25 4" SCH80 PVC WET WELL VENT WITH INSECT SCREEN REDUCED PRESSURE BACKFLOW - PREVENTER-FEBCO MODEL 825YA 3/4" C4 20 22 _I �-r-8" OR APPROVED EQUAL. 26 10" GRAVITY SEWER STUB -OUTS. SEE PUMP STATION SITE PLAN-SH. #3 TYP. - - a a - a - - a - 27 HYDROSTATIC LEVEL SENSOR FOR PUMP CONTROL r COORDINATE ELEVATIONS WITH CITY V#5 AT 12" O.C. E.W. " NOTES: NOTE 2 TOP & BOTTOM 3/4 HOSE BIB, 1. WET WELL TO BE REINFORCED CONCRETE PER ASTM TABLE II, OR APPROVED EQUUALAL WALL B. WITH TONGUE AND GROOVE JOINTS. ALL JOINTS TO NJ ATTACH RISER TO 4" x 4" BE SEALED WITH JOINT SEALING COMPOUND SUCH AS RAM —NECK, PRESSURE TREATED INCLUDING A DRIED COAT OF PRIMER. DO NOT APPLY MORTAR WOOD POST RAM —NECK PRIMER. WET WELL LINER TO BE AGRU—LINER OR APPROVED EQUAL. JOINT FUSION MATERIAL BY LINING MANUF. SEE SPECIFICATIONS. FINISHED GRADE 2. INSTALL 4" SCH80 PVC DRAIN IN VAULT FLOORS. GROUT SLOPE FLOORS TO DRAIN. CONNECT VAULT O DRAIN TO VAULT ®DRAIN AS SHOWN. SLOPE DRAIN TO WET WELL AND INSTALL P—TRAP AND DBL STRAP SADDLE 1" GALV. \' SPRING CHECK VALVE ON DRAIN OUTLET. AND 1" CORP STOP RISER PIPE OR SCH. 80 PVC INSTALL STEEL WATER STOP IN BOTH VAULTS AT WALL/FLOOR AND VALVE BOX INTERSECTION. BOTH VAULTS TO BE DELIVERED WITH FACTORY APPLIED EPDXY FINISH ON VAULT INTERIOR. 1" GALV. 3. COORDINATE WET WELL ACCESS COVER LOCATIONS WITH PUMP 90- BEND MOUNTING LOCATIONS. ACCESS CLEARANCE DIMENSIONS SHOWN ARE } MANUF. RECOMMENDED CLEARANCES FOR PUMP REMOVAL. WATER MAIN MPT x PLASTIC L 1" COUPLING MANUF. TUBING 4, ALL PIPE AND FITTINGS SHALL BE DELIVERED WITH FACTORY APPLIED EPDXY FINISH. 1" POLYTUBE SERVICE 5. SEE SPECIFICATIONS FOR APPOVED VALVE TYPES AND MANUFACTURERS. _...._ — MODEL NO. DIMENSIONS UNIT WT. A B C D F1 R3660 36" 42" 60 66" 134 LBS ION WATER SERVICE DETAIL 6. SOD ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES. NOT TO SCALE 7. PUMPS TO BE FURNISHED WITH HIGH PRESSURE DISCHARGE COUPLINGS, STAINLESS STEEL SLIDERAIL SYSTEM, SEAL FAILURE AND THERMAL OVERLOAD INDICATORS. 8. ALL MOUNTING HARDWARE INSIDE WET WELL TO BE 316 S.S. INDICATES AS BUILT RICHARD W. FERNANDEZ, P.E. 14722 MARK A. HAMPTON, P.E. 27391 WESTERN RESERVE sww� T. aLvs, P.E. 47130 REGIONAL PUMP STATION DAVID A. KING, P.E. 50609 AREA UTILITIES ANDREW M. GIANNINI, P.E. 46601 DESIGNED RWF DATE 9/03 DRAWN HB/TS DATE 9/03 CHECKED RWF DATE APPROVED DATE SCALE AS SHOWN JOB NO. SHEETNO. 28 OF 32 2' CONCRETE CURB/GUTTER (TYPICAL) , TOE OF BANK TEE M��E OTOT 70LE 4 WATER F NK ELECTRIC BOX 2" FM (POLY) I 2' CONCRETE CURB/GUTTER UNDERGROUND (TYPICAL) TELEPHONE ELECTRIC BOX CONC. HEADWALL 6' CHAIN LINK FENCE �X TOP OF BANK - - - 12" WA TE LIGHT POLO WATER VALVES ASPHALT PAVEMENT 1PROPOSED PUMP STATION w � I DRAIN FIELD 4 � � o- SEPTIC TANK '�q � STRUT MOUNT PUMP CONTROL PANEL FEED PUMPS THROUGH OPERATIONS/ IL MAINTENANCE CONDUIT SLEEVES USING BLDG. MANUFACTURER'S CABLE ob FH 3-#10; #1OG IN 1" C. PENETRATE EXTERIOR WALL 12 0A.F.G. ELECTRICAL SITE PLAN ALAN R. THOMAS 0 661 EXISTING 120/208V POWER PANEL 'PP' ADD 30/2 C/8 MODIFY PANEL CIRCUIT DIRECTORY WATER TREATMENT PLANT SITE (SEE PLAN SHEET #6) e I TS ADDED VALVE VAULT & NOTES PER DEP COMMENTS 10/03 NO I BY REVISIONS DATE QUENTIN L. 19AMPTON A880CIATE8, INC. CONSULTING ENGINEER.B FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER: 626 FAX 904 761-3977 P.O. DRAWER 290247 PORE ORANGE. FLORIDA 32128-0247 904 761-6810 Ir77 SCALE:1"=30' 1 96" 3" E 2 PLACES 2" DISCHARGE CONNECTION BY OTHERS AS REQUIRED OF ALUMINUM ACCESS OPENING ALUMINUM ACCESS OPENING VALVE WITH HOLD OPEN ARM WITH HOLD OPEN ARM VAULT 3" VENT 24LVE6 VAULT - w w _ — I -- -- -- LIFTING TBA CABLE EMERGENCY _ PUMP OUT Fi 18" f 2" NPT INLET HUB FLANGE HIGH LEVEL EL..s.. 30" ALARM _ ... __ _.. _,_ ' • r 2" PVC STUB 2" 3 PLACES BALL VALVE LAG ON EL 3 PLACES L ANTI —FLOTATION PLATE LEAQ ON EL '----1 1 /4" DRAIN PIPE & CONNECTIONS BY OTHERS PUMPS OFF EL 1 1/4" CHECK VALVE CONCRETE BALLAST CU. FT. 4• v LA'7,--��ANTI—FLOATATION CONCRETE BALLAST PLATE BY CONTRACTOR v� CUBIC YA RQ S CITY OF EDGEWATER VOLUSIA COUNTY, FLORIDA WESTERN RESERVE AREA UTILITIES t . z. � «llll ➢ J i ►' ; �- f s PLAN 01� t SECTION A -A ci�i:,1 t�•�� r�t�t:) u SECTION B-B -CAT 6/28/96 PAGE 12 HALLIDAY PRODUCTS SERIES C 1 R ACCESS DOOR (COVER PLATE REGULAR) STANDARD FEATURES: AlA AUTO --LOCK STAINLESS STEEL HOLD OPEN ARM WITH RELEASE HANDLE • STAINLESS STEEL HINGES AND ATTACHING HARDWARE e NON —CORROSIVE LOCKING BAR AND HANDLE • VENT COUPLING ON REQUEST LARGER SIZES AVAILABLE FOR CONCRETE APPLICATIONS • SINGLE LEAF CONSTRUCTION • 300 LBS. PER SQ. FT. LOAD RATING • 10 YEAR GUARANTEE SPECIFICATIONS THE C1R SERIES (SINGLE LEAF) BASIN COVER PLATES AS MANUFACTURED BY HALLIDAY PRODUCTS. INC. OF ORLANDO, FLORIDA SHALL HAVE A BOLT DOWN COVER OF 1/4w ALUMINUM DIAMOND PLATE. REINFORCED TO WITHSTAND A LIVE LOAD OF 300 LBS, PSF. THE COVER PLATE SHALL HAVE A FLUSH FITTING ACCESS DOOR, DOOR SHALL OPEN TO 90' AND AUTOMATICALLY LOCK WITH A STAINLESS STEEL HOLD OPEN ARM WITH ALUMINUM RELEASE HANDLE. HINGES AND ALL FASTENING HARDWARE SHALL BE STAINLESS STEEL. UNIT SHALL LOCK WITH A NON --CORROSIVE LOCKING BAR AND HAVE A NON—CORROSVISE HANDLE. UNIT SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIAL AND/OR WORKMANSHIP FOR A PERIOD OF 10 YEARS, " PIRANHA S18/2W, S18/2 Dw : DS-P02-015 Rev: A Date: 6198 Section Piranha Tab "S" Series Page 1.7 Model HP " Piranha S18t2W 2.4 ' Piranha S18/2 2.4 Phase RPM Freq. Std. Disch. Impeller 1 3450 60 Hz 1 % inch 143mm 3 3450 60 Hz 1 % inch 143mm Consult an authorized ABS representative when selecting Piranha pumps for bow head applications! Liters per Second 0 0.5 1 1.5 2 2,s 3 120 100 30 80 r ti - —_. _.-- _.... T r- - F 1 _z 6 010 0 0 0 10 20 30 40 50 US Gallons per Minute 2.5 2 � 1.5 m1 0.5 0 0 10 20 30 40 50 sp'la'mtiom subject to change without notica A.�' C`_45T-F_FFECT1vF PL'MP1I4G Record Drawing JANUARY 2005 ,�B RICHARD W. FERNANDQ, P.E. 147 MARK A. W1MP'TON, P.E. 27391 PUMP ST A TI ON B'DT. BLS, P.E. 47130 DAVIO A. KING, P.E. 50609 AT WATER TREATMENT PLANT I ANDREW M. GIANNINI, P.E. asso, NOTE: WATER PLANT HAS STANDBY POWER FOR THIS STATION. NOTE: 8 A LIGHTNING ARRESTER SHALL BE PROVIDED. PAUL M. ESTES, P.E. ELECTRICAL CONSULTANT 615 NORTH PENINSULA DRIVE DAYTONA BEACH, FL. 32118 (386)-252-6948 FL REG. PE f 33651 DESIGNED RWF DATE 9/03 DRAWN T5 DATE 9 03 CHECKED RWF DATE 9 03 APPROVED-- DATE -- SCALE AS SHOWN JOB NO. SHEET NO. OF 29 suBmmm Pumps (3) SEE PULP DATA AND NOTE BELOW THIS SHEET PUMP ASSE MBllES TO INCLUDE: S.S. GUIDE BARS. FLOAT K440 RS OONffnWCT CONCRETE BENCH PER MANUF. SPECIFIGATIONB FOR PULP MGLKnNM ANCHOR PUMP TO WET WELL FLOOR AND *WALL 31e 316 S.S. EXPANSION BOLTS PER MANUF. SPECS. NOM9 PULPS TO BE FURNISHED WITH HIGH PRESSURE DISCHARGE COUPUNG& SWUM STEEL SLDFRAIL SYSIEM. SEAL FAILURE AND THETi1r& OVERLOAD INDICATORS. (PROPOSED PUMP STATION I NO I BY PLAN VIEW — WET WELL AND VAULTS SCALE 1/e - 10-w go 20` RAW WATER N872239 E 716.77' - x x x x w AlcCASKJLL ENTERPRISES, INC. p p O.R. HOOK 2551. P0. 1971 f � N 9 6 q �N ROP ED UTIUTI' EASEMENT sas a' N� UNDERGROUND ELECTRICA ELECTRICAL RAC 3" CONDUIT 30" DEEP ELECTRICAL SITE PLAN SEE PLAN SHEET #3 of SCALE: i"=30' PUMP DATA AND DESIGN CHARACTERISTICS NUMBER OF PUMPS THREE (3) DESIGN CAPACITY PER PUMP, G.P.M. 400 TOTAL DYNAMIC HEAD, FT. 105 HORSEPOWER PER PUMP, H.P. 30 MIN. SHUTOFF HEAD, FT. 130 PUMP R.P.M. 1750 ELECT. SVC. — VOLTAGE & PHASE 460 30 6" THK CONC. PAD PROVIDE 31N. ALUMINUM PIPES OR 6in X 6in CEMENT POST AND 113 CUBIC YARD OF CEMENT TO SUPPORT EQUIPMENT RACK ASSEMBLY. EQUIPMENT RACK ASSEMBLY TO INCLUDE 1 1/tin STAINLESS STEEL KINDORF CHANNEL USING STAINLESS STEEL HARDWARE. (U—BOLTS, BOLTS, ETC) RISER NOTES 1. FPL UNDERGROUND TRANSITION HANDHOLE. VERIFY LOCATION OF DISTRIBUTION TRANSFORMER POLE AND PROVIDE SERVICE LATERAL WIRING FROM THIS HANDHOLE TO NOTE 3 LOCATION. PROVIDE $1800 CONTRIBUTION IN AID" FOR FPL HANDHOLE. RUN SECONDARY LATERAL AS INDICATED TO NOTE 2 LOCATION. 2. CONTRACTOR TO FURNISH AND INSTALL ELECTRICAL EQUIPMENT RACK INCLUDING VERTICAL AND HORIZONTAL STRUCTURAL MEMBERS INDICATED ON DETAIL AND MOUNT ALL EQUIPMENT SHOWN ON FRONT AND BACK SIDE OF � THAT EQUIPMENT RACK. COORDINATE WITH OWNERS REPRESENTATIVE EXACT LOCATION, SIZE AND REQUIREMENTS FOR THAT EQUIPMENT RACK. QU_ENTIN L. HAMPTON ASSOCIATES, INC. CONSULTING ENGINEERS FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER: 626 FAX 804 761-3977 REVISIONS DATE P.O. DRAWER 290247 PORT ORANGE, FLORIDA 32129-0247 904 761-6810 CITY OF EDGEWATER VOLUSIA. COUNTY, FLORIDA 3. 200 AMP THREE POLE SOLID NEUTRAL 600 VOLT NEMA 4X FUSIBLE DISCONNECT, PROVIDE SERVICE ENTRANCE CABLES THROUGH FPL METER CAN TO THIS LOCATION. PROVIDE 200 AMP CLASS RK-1 FUSES AND FEED NOTE 6 EQUIPMENT AS SHOWN. PROVIDE LABEL INDICATING "SERVICE MAIN DISCONNECT". 4. LA TO BE LIGHTNING ARRESTOR, LEVITON MODEL 57277—M3 OR APPROVED EQUAL. PROVIDE 30/3P3F N4X DISCONNECT AHEAD OF DEVICE. 2 — 20 FT. 5. SERVICE GROUND TO INCLUDE # 1 /0 COPPER, RUN TO EACH OF DRIVEN ELECTRODES, 30 FT. ON CENTER AND TO STEEL PIPING SYSTEM ASSOCIATED WITH THIS PROJECT. 6. FURNISH AND INSTALL WEATHERPROOF ENCLOSURE WITH MECHANICALLY INTERLOCKED 200 AMP 480 VOLT THREE POLE BREAKERS OR 200 AMP THREE POLE NON —FUSED DOUBLE THROW SWITCH. PROVIDE 200 AMP GENERATORR RECEPTACLE COMPLYING WITH CITY OF EDGEWATER STANDARDS. FEED LOAD SIDE OF DOUBLE THROW SWITCH TO NOTE SEVEN LOCATION. WESTERN RESERVE AREA UTILITIES NOTE 71 I NOTE 4 3—#3/0; #1 /ON; 4G IN 2"C 2—#12; #12G IN 1 /2"C 3—#3/0; 4G IN 2"C LA NOTE q RTU — —� PCP 200 200 200 NOTE 3 NOTE 8 I I I I CONDUIT SEALS, TYP. I I I �1 fi—#14; #12G IN 1 "C W/ CONDUIT SEALS CONDUIT SLEEVES INTO WET I —FS WELL FOR MFR S CABLES r r- - FS gig II- - Fs SUBMERSIBLE 30 30 L — FS PUMPS M 30 200 FPL APPROVED O 200 AMP METER CAN I 3—#3/0; #1 /ON. IN 2-1 /2"C. FPL U/G TRANSITIONDHOLE 277/480V 304W � L I ----�— NOTE 1 3—#4/0; #1 /ON IN 3" C I ELECTRICAL RACK PER DETAIL I NOTE 51 1 NOTE 2 I i.. 7. PUMP CONTROL PANEL TO BE U. L. LISTED ASSEMBLY INCLUDING SERVICE MAIN DISCONNECT, FUSING, STARTERS FOR 3— 30 HORSEPOWER 480 VOLT WELL PUMPS AND CONTROLS FOR FLOAT SWITCHES IN WETWELL, INPUT/OUTPUT TO RTU ( RADIO TELEMETRY UNIT ) AND OTHER WIRING REQUIREMENTS. REFER TO SPECIFICATIONS FOR ADDITIONAL EQUIPMENT WIRING REQUIREMENTS. PROVIDE CONDUIT SLEEVES IN TO WETWELL AS SHOWN FOR PUMP MOTORS, FLOAT SWITCHES, ETC. NEMA 4X 316 S.S. PACKAGE CONTROL PANEL BYPUMPT EQUIPMENT VENDOR. PROVIDE FEED SHOWN AND CONDUIT SLEEVES FOR MANUFACTURER'S CABLES TO PUMP MOTORS AND FLOAT SWITCHES AS SHOWN. ALARM LIGHT AND AUDIBLE ALARM TO BE INSTALLED ON ELECTRICAL PANEL. AUDIBLE ALARM TO BE FEDERAL SIGNAL MODEL #350 OR APPROVED EQUAL. ALARM LIGHT TO BE RUSSEL STOLL TYPE VLP, CAT.# NO CHANGES WILL BE MADE TO CITY OF EDGEWATER STANDARDS WITHOUT PRIOR APPROVAL OF CITY. REQUIREMENTS FOR THE ELECTRICAL PANEL iNTERNAL COMPONENTS ARE NOTED IN S-21 8. MOUNT ON EQUIPMENT RACK RADIO TELEMETRY UNIT PANEL. PROVIDE 120 VOLT POWER SUPPLY FROM NOTE 7 EQUIPMENT. PROVIDE STATUS, ALARM, CONTROL WIRING BETWEEN PUMP CONTROL PANEL AND THIS EQUIPMENT. RTU FURNISHED AND INSTALLED BY OWNER ELECTED VENDOR. ELECTRICAL CONTRACTOR TO PROVIDE WIRING AND TERMINATIONS AS DIRECTED BY THAT VENDOR FOR COMPLETE PUMP STATION OPERATION. 9. THE ELECTRICAL JUNCTION BOX IS TO BE EQUIPPED WITH THE FOLLOWING ELECTRICAL COMPONENTS: 1. TWELVE (12) TERMINALS FOR THE FLOATS EACH RATED AT 20 AMPS. 2. ONE (1) BONDING TERMINAL FOR #4 COPPER AWG WIRE. 3. FOUR (4) TERMINALS PER PUMP WITH EACH TERMINAL BEING RATED AT 60 AMPS. 4. NEMA 4x ENCLOSURE— STAINLESS STEEL WITH INSIDE MOUNTING PANELS AND CONTINOUS HINGE OUTSIDE. 5. JUNCTION BOX SHOULD MEASURE 20" x 20" x 8" MINIMUM. 10, EQUIPMENT RACK ASSEMBLY TO INCLUDE 1-1/2" S.S. KINDORF CHANNEL USING STAINLESS STEEL HARDWARE, U BOLTS, ETC. 11, REFER TO SITE PLAN TO COORDINATE SERVICE LOCATION AND F.P.L. SERVICE FEED. CONTACT F.P.L. (1-386-322-3420) FOR SERVICE INSTALLATION. 12. CONTRACTOR WILL BE REQUIRED TO APPLY FOR PERMITS WITH THE CITY OF EDGEWATER BUILDING DEPARTMENT. REGIONAL PUMP STATION ELECTRICAL ]Record Drawing JANUARY 2005 JRB RICHARD W. FERNANDEZ, P.E. 14722 MARK A. HAMPTON, P.E. 27391 BRADLEY T. BLAIS, P.E. 47130 DAVID A. KING, P.E. 50609 ANDREW M. GIANNINI, P.E. 46601 DESIGNED RWF DATE DRAWN TS DATE CHECKED RWF DATE APPROVED -- I DATE PAUL M. ESTES, P.E. ELECTRICAL CONSULTANT 615 NORTH PENINSULA DRIVE DAYTONA BEACH, FL. 32118 (386)-252-6948 FL. REG. PE # 33651 s/os scup 9/03 AS SHOWN 9/03 -- I JOB N0. SHEET NO. 30 OF 32 M Nt M 0 a N 0 r s— F-i w J w Q� A VARIES 1' TYPICAL BREAK AWAY TYPE HYDRANT MATH PUMPER NOZZLE FACING STREET USE MUEL.ER A-423. OR CLOW MEDALLION AWWA STD. C502 OR AM 41 WORD "WATER" ON COVER CLOW. AUK 2 1 /2" AT FINISHED GRADE M UELLER_� 0 (ROUND PANTED BLUE) � EDGE OF PAVEMENT I A80VE GRAD ADJUSTABLE CAST CONCRETE COLLAR :` a •: IRON VALVE BOX REQ. IN UNPAVED y AND LID z AREAS (18" DMA. BY 6' TFICK) 6' PVC r X r X 6' CONC. COLLAR RESTRAINED JOINT SLEEVE t- FOR TEE USE MEGA L IGS InFI,6" GATE TO PREVENT MOVEMENT VALVE (THRUST BLOCKING NOT x -cob ALLOWED). MECJOINA 6" PIPE ANCHORING TEE CASTAL CHANICAL JOINT JJOINN AT (CLOW F-127) SHAPE TRENCH TO AND VALVE PROVIDE RRM molm SUPPORT 1. HYDRANTS TO BE PANTED RED. 2. HOSE BIBS TO BE AMERICAN STANDARD THREADS. (FIRE THREAD) 3. RESTRAINED JOINTS REQUIRED. THRUST BLOCKS ARE NOT PERMITTED. 4. ADJUSTABLE TRENCH ADAPTOR ASSY. tREQLIRED FOR ALL VALVES GREATEit THAN S DEEP. 5. INSTALL AT SIDE LOT LINES OR AT CORNERS OF ROADWAY NTERSECDONS (TYPICAL) FIRE HYDRANT ASSEMBLY SOPIIPE, CONC. STEM PAINTED YELLOW TRAFFIC BARRIER 6' NOT TO SCALE (2) 1/4"+ "ENGINEERED" HINGED ALUM. PLAiE COVERS ANCHORED TO STRUCTURE SHALL BE USFAPD ALUMINUM HUTCH OR EQUAL WITH 300 LB./FT. PEDESTRIAN LOADING WITH DRAIN TO OUTSIDE PER W-17 THRU W-19. LOCKING HASP STAINLESS SIM Is 6' - 8' AND NEOPHR04E GASKET BETWEEN! CONC. AND ALUM. A DDER ALUM. WATER METER 12'WN. ALL STAINLESS STEEL HARDWARE FOR LADDER ATTACHMENTS BUG SCREEN 1. BOX SHOULD BE SIZED TO MATCH PROPOSED METER SIZE REQUI iDAEJNTS. 2. VERIFY ACTUAL METER BOX DIIEWSIONNS WITH CITY PRIOR TO ORDERIING AD/OR NSTALLATiON. 3. THE CITY OF EDGEWATER WILL PROVIDE AT COST TO THE OWNER PRECAST METER VAULTS FOR WATERLINES 30' OR LESS IN DEPTH. METER BOX ( 3* MEM AID LARGER NOIT TO SCALE CONCRETE OF SANITARY SEM IS AN ALTERNATIVE ME7M00 OF ADOREUING A CONnJCT VHW UNABLE 70 MAINTAIN id" VERTK'.AL SEPARATION DISTANCE. N SUCH DISTANCES. THE 1l1MIUM PfPE VERTICAL. SEPARATION SHAM BE do. FINISHED GRADE VARIES solD SLEEVE WITH TRANSI11ON1 GASKET LEXIST P.V.C. ( FULL LENGTH ) RESTRAINED JOMIT MIAIN L m 45 ° D.I.P. OR P.V.C. BENDS (4 REQUIRED) / E)M P.V.G ( FULL LENGTH ) RESTRAINED AS REQUIRED BY MAIUFACiURER. SM 1. LOWERING OF EXISTING WATER MANE FORCE MAN BY DEFLECTION METHOD ACCEPTABLE P EXISTING HELD CONDITIONS PERia/T. 2. LENGTH OF SEC71ON BASED ON U114MMUUM LEWIN AS DETERMINED BY DIPRA RESTRAINED JOINT MANUAL 3. INSTALL RESTRAINED JOINTS, AS REQUIRED. FROM DEFLECTION POINT N BOTH DIRECTIONS STORM DRAIN OR SANITARY SEWER CONFLICT NOT TO SCALE 18" DNA. BY 6" THICK CONIC. COLLAR 05 STEEL EACH WAY ON r CENTERS. 1 ADJUSTABLE TRENCH ADAPTER ASSEMBLY. r SQ. WRENCH NUT AND UPPER GUIDE REQUIRED 1,P FOR MORE THAN 3 Fr. DEPTH. SET TOP OF VALVE BOX 70 FINISHED GRADE & FLUSH OF CONCRETE COLLAR. "WATER' (PANTED BLUE) OR -RECLAIMED' (PARTIED PURPLE) ON TOP. ADJUSTABLE CAST IRON VALVE BOX COVER AND ROUND LID PRESSURE NA of MAIN RESTRAINED JOIN75 REQUIRED AT ALL VALVE LOCATIONS 18"x18'x8' (MIN.) PRECAST BLOCK RESILIENT SEAT GATE VALVE WIEL.ER. CLOW OR APPROVED EQUAL (AWWfA C-509) Nam- 1. ROD OR BOLT TEE MOM APPLICABLE POTME WATER VALVE 9W (r-W) NOT TO SCALE U.S.F. Na 655 RINNG AND COVER OR EQUAL COVER SHALL BE LABELED 'WATER". .SEA.. OR 'RECLAIMED WATER' AS APPROPRIATE V/ \11 \\/ e-Ly 1. MAN MAY PASS OVER STORM LIE IF 3r OF COVER IS PROVIDED OVER WATER MAN OR RECLAIMED WiATER LINE AND ADEQUATE CLEARANCE IS PROVIDED FROM THE SiORM SEWER PPE 2. PIPE SHALL BE DEFLECTED AROUND DRAINAGE INLET N ACCORDANCE WATH THE RESTRAINED JOINT GUIDELINES OF THE DPRA AND ADAPTED TO PVC PPE AS NECESSARY. MAIN INSTALLATION BE IWEEN INLET Aim SIDEW" L - MINIMUM LENGTH TO BE RESTRAINED ON EACH SIDE OF FITTING FT. NOM. CLAY COHESIVE GRANUMAT. SAND SILT, MUCK, PEAT PIPE SIZE ELBOWS (DEG.) VALVES TEES DEAD ENDS ELBOWS (DEG.) VALVES TEES DEAD ENDS ELBOWS (DEG.) VALVES TEES DEAD ENDS ELBOWS (DEG.) VALVES TEES DEAD ENDS 11 22 45 90 11 22 45 90 11 22 45 I 90 11 22 45 90 4 2 3 8 18 30 3 5 7 17 38 3 5 8 20 45 1 4 6 11 23 55 6 3 5 10 25 44 4 6 10 231 54 4 6 12 28 63 4 7 14.32 77 8 3 7 13 32 58 4 7 12 30 69 4 7 15 36 82 5 10 18140 100 10 4 8 16 38 71 5 10 15 36 83 5 9 43 43 98 6 11 20 48 120 12 4 10 18 45 84 1 6 11 20142 97 6 10 21 50 115 7 14 24 56 140 16 6 12 24 58 109 6 12 23 55 125 6 13 26 63 148 7 15,30 73 161 20 7 14 29171 135 7 13 271661 153 7 15 31 76 179 9 18 37 88 194 24 12 24 42 84 104 10 20 411991 201 8 16 3483. 221 15 31165 56 331 VALUES FOR 'L- ARE BASED ON PVC PIPE AT 100 P51 UPERAIINU Mft55UKL WI III A SArt I T rAU IUK Ur i.0 TRENCH TYPE - 3 PIPE COVER - 2.5 FT. AMEN DEPTH OF SOiL COVER IS LESS THAN 2.5 FT., VALUES FOR " L" MUST BE INCREASED BY 30X WHEN DEPTH OF SOiL COVER IS LESS THAN 1/2 OF PIPE OUTSIDE DIAMETER, VALUES FOR 'L' MUST BE INCREASED BY 1OOX. WHEN PIPE IS PARTIALLY OR FULLY EXPOSED, ALL JOINTS MUST BE RESTRAINED. FITTING RESTRAINT SCHEDULE NOT TO SCALE 16'X16"X6" (MIN.) PRECAST BLOCK TO BE INSTALLED TO REDUCE ROTATION OF FITTING. EXISTING PIPE LILr.. _ TAPPING SLEEVE MECH. TYPE 0 TAPPING VALVE INSTALLED WITH VALVE BOX SIZE VARIES amm 1. EPDXY COAiED STEEL. OR STAINLESS STEW MECHANICAL TAPPING SLEEVES ARE PERMITTED FOR ALL TYPES OF PIPIE MAiERMALS. 2. INSTALL REQUIRED RESTRAINED JOINTS. N NO INSTANCE SHALL THRUST BLOC( BE PETtIlTIED. 3. ALL TAPPING OF MAINS SHALL BE SUPERVISED BY THE CITY 48 HRS ADVANCE NOTICE PROVIDED. TAPPING VALVE AND SLEEVE NOT TO SCALE \ /TEST COCK /1 � _ n 1 r `::4": 0. 3 10 5 FINAL ALL 45' BENDS CAN BE REPLACED WITH 90' BENDS M A T E R I A L S ITEM QUANT. DESCRIPTION 1 1 3% 8" VALVE, REDUCED PRESSURE PRINCIPLE 2 4 3", 8" BEND - 45' 3 2 1 3% 8" ADAPTER, C.I. F - PE 3A 1 1 3% 8" ADAPTER, C.I. F - PE (OPT.) 4 3 3% 8" ADAPTER FLANGE D.I.P. 5 2 3", 8" ADAPTER FLANGE P.V.C. DR - 18 6 2 3", 8" VALVE, GATE, C.I., F-F 7 1 or 2 2" IRON PIPE CONCRETE FOUNDATION 8 ' PEA GRAVEL 9 • PLASTIC LINER 10 2 MJ 45' OR 90' MEGALUG OR RESTRAINED JOINTI POTABLE WATER MAN 61 MINIMUM ✓/////// 1 1 ••av r -4 S I DRAINAGE PIPE OR SANITARY SEWER MAN NcnnF- 1. CONCRETE ENCASEMENT OF A SAITARY SEWER MAN IS AN ALTERNATIVE METHOD OF ADDRESSING A CONFLICT WHEN 18' ViERi1CAL SEPARATION DISTANCE CANNOT BE MAINTAINED. N SLIDH INSTANCES. THE M INIMLIM PPE VERTICAL SEPARATION SHALL BE r. (MOTE THAT THIS DOES NOT APPLY 10 SERVICE LATERALS STORM DRAIN OR SANITARY SEWER CONFLICT NOT TO SCALE DOUBLE CHM OR FAMU D PRESSURE SINGLE SERVICE: 3/r 1". ?1�-1 /2", r rcr i+nn.i A►1 •.•..r MATERIALS fiE>rl QUAWT. OF.8QIP110t1 1. 1 r BALaaFLOW wEvol>Ioe ASIE1MY 2. 2 r X NIX1. TIPPLES - DRAWN 3 2 r X W DtLlll= - GAIN. / HAM ooPm 4. 2 rXVA1MRINK-GALV./NMCOM & • PEA GM%I L L • PLASTIC LaOt bQ7m-. U07M. 1. INSTALLATION SHOWN ABOVE IS FOR A r SERVICE. CHANGE PIPING MATERIALS ACCORDINGLY 1. F1 W ADJUST AND CUT ITEM 3 TO THE PROPER LENGTH. FOR SERVICE SIZE. 4. DO NOT INTERCHANGE ITEMS 4 AND 5. 3. ALL COMMERCIAL PROPERTIES ARE REQUIRED BY ORDiNACE TO HAVE 2. DEVICES BY WILKINS AND CONBRACO OR APPROVED EQUAL A BACKFLOW DEVICE INSTALLED AND ANNUALLY TESTED WITH PASSING RESULTS FORWARDED 1D THE CITY PUBLIC UTILITIES DEPARTMENT. BAC�� PREV£i�ITER DETAIL REDUCED PRESSURE BACICFLIOW PREVMM ( C-1r) NOT TO SCALE LOC:A'FION OF PUBLIC WATER SYSYEN1 N11,%1NS IN ACC'(lltD VICE WITIT F.A.C. Rtftl, 62-555.314 Other Pipe 11orizontal Separation Crossings (1) .hint SpaeinE (ii C_t'assin�s �FIIll Jailtt Centered) Altem3lr 3 11. n'unimutn water .fain SYrTtT r t3nih` 5tflrnt »cr, 12 inches is the minimum, i- -►{ 31t. lAoil'otim except. For sUfffil-.-tv'I-t• t1iell VkutM :4fatn Storm -A titer l nree Rloiti. b .mches is tsc minimum Lad R€claimed 'A'atcr (2) - f? iuc hea is pn Terre[! AlWmaw rt, In 1 Vr utr h1Bi4 ;�'atcr 1iai:l �... _, 1! tiivater NCun Ti'acullnt sanitata SewerI(1 It pttrfentxl 1? inch pfti {crtt1E _+ ft. miirilrSti m fs inr-Its alinatnunt Aliertw[c 6 ft. Aiinitnum Water A3uin Cray ity or Pressure i N iSicr \taia E 10I.. flr4temd 1. isnh s i the tuiniy m." Sanitary Sewer, } 6 f. min irtttuu (3) eccpt ur =raz ate sewer, then Sanitary Sewer Force :.!lain. V t, inches is the minimum end Reclaim€d Water (4) 12 inches is preferred Utt••.�iite Setxat;e Treatnieatt & 10 A, rnieutnum.'..._..,�.___.- - -._ __.._. 1---_- - �.�.._ _----.---.-------.-.- -- -.'-- Y�---- 1)ls osalSr,ctem (1) W attvi fnain shoold coxas above ether pipe: When water main natasilte 1•tei,)W other piPO, the mi+iii»nln::cparation is 12 inches. (2) Reclairmd w 3trr regulated order Part III of Cliapmr 62-611J, F'A-C. (3) 3 ft. Fir gravily % nitary seem r wbeie tht, bomiln of Alle walef main is laid At least (i j4OWs a!xr,;c Jac rnP of the gMrit} .anir:n' sewer. (4) Rx-claithed wator.taot t:,gttlatt-d im r Parr i'Ii of Chapter ti'_ 610, F,A,r. 1)tsJ•fmrr -'I pis Aetrnntra t la rrmirhA fnr ntnr tnn.rn Leers tinla: Plrrc r<fer tq. r: l.C. Rult hl•5ir i i.1 fw;. �t111Nit+ua3 cuu.TraeCsnu nyui: saxnu. BLE CHECK BACKFLOW PREVENTION ASSEMBLY Zr RR TEMPORARY SCH. 40 GALVAN[Z10 METER BY CDiY UNION PIPE AND FIRINGS PROVIDE TEMPORARY SUPPORTS AS REQUIRED. LOCKING 2" BALL TYPE CURB STOP WITH LACK WING LACKING 12" TO 30" 3/4 HOSE BIB ABOVE W/VACUUM BREAKER GRADE 20 SDR9 POLY 2 SDR9 POLY OR SCH. 80 PVC. OR SCH. 80 PVC BLE STRAP STAINLESS SADDLEWOW- my 2' CORP. STOP 2' CORP. STOP EXlST1NG � � NEW WATER LINE METOt mmum (sic" METER 00 BROODS E1ilJIVALENT TYPE SIZE A 8 C nSi�E 3" 1 60 48 60 SERIES 666 W 6" FLOOR 4' 60 48 60 " 6" 60 60 60 1" 8" 60 60 60 " 3" 60 48 66compotm " 4' 60 48 66 " 6" 1 60 60 72 " 8" 60 60 72 " F.M. 3" 72 48 60 " 4" 72 48 60 " 6' 78 66 60 M-88 SERIES W/6" FLOOR & 12" COVER 8` 84 72 66 WATER LINE FLOW TIE-IN VALVE MUST BE CLOSED AND REMAIN LOCKED. CRY TO PROVIDE LOCKING MECHANISM. VALVE WILL BE OPERATED BY CITY PERSONNEL ONLY. 3"-8" WATER METER BOX SPECIFICATIONS 1. PROVIDE SUPPORT AND/OR PROTECTIVE MEASURES TO PREVENT ABOVE GROUND PIPE BEING BROKEN. NOT M SCALE TEMPORARY JUMPER C0-940 ION NOT TO SCALE QUENTIN L. HAMPTON AA880CIATE8, INC. CITY OF CONSULTING ENGINEERS FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER: 626 FAX 904 761-3977 NO BY REVISIONS DATE P.O. DRAWER 290247 PORT ORANGE, FLORIDA 32129-0247 904 761-W10 I �M IZe� DI'Ar.4ll Y ,I;a VOLUSIA COUNTY, FLORIDA 4' NOT TO SCAM FINISH COMPACT SOL r BOX VALVE I AND VALVE BOX WATER MAN Ij BRASS NIPPLE RESTRAIN AT LEAST 5 JON75 PRIOR TO DEAD ENDS M.J. CAP OR PLUG W/ RESTRAINT ( OLLE ITN, N 30' PER D.IYU A. STANDARDS Nam 1. NO GALVANIZED FITNGS PQRM/1TED. POTABLE WATER BLM-OFF ASSM18LY NOT TO SCALE PAVING NATURAL `GROUND 10'-0" MEIN. Z POLYETHYLENE CASING SPACERS (SEE NOTE) z �j STEEL CASING iq aD EE[D.I.P. CARRIER PIPE - --�- - /SEAL E:A04 END WITH NONSHRINKiNG GROUT RVICE mim-. 1. MINIMUM COVER FOR TOP OF CASING ON ALL CITY STREETS SHALL BE 3.0' 2. CASING FOR F.E.C. CROSSINGS SHALL BE INSTALLED IN ACCORDANCE WITH F.E.C. REQUIREMENTS. 3. FOR MINIMUM COVER ON ALL STATE AND COUNTY ROADS WITHIN THE CITY UMITS PLEASE REFER TO THEIR RESPECTIVE AUTHORITIES. 4. THE INSIDE DIAMETER OF THE CASING PIPE SHALL BE A MINIMUM OF 4 INCHES GREATER THAN THE OUTSIDE DIAMETER OF THE CARRIER PIPE BELL OR COUPUNG. 5. USE POLYETHYLENE CASING SPACERS FOR ALL CARRIER PIPES PER MANUFACTURES RECOMMENDATIONS. 6. ROTATION OF CARRIER PIPE INSIDE THE CASING PIPE WILL NOT BE PERMITTED. MECHANICAL OR FLJINGED JOINT PIPE SHALL BE USED To HELP PREVENT SUCH ROTATION. 7. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF CASING AND CARRIER PIPE INSTALLATION FOR APPROVAL PRIOR TO FABRICATION OF PIPING. CASING, AND APPURTENANCES. CERTIFICATION OF CASING PIPE IS REQUIRED. 8. GROUTING OF SPACE BETWEEN CASING AND CARRIER PIPE REQUIRED UNLESS NEGATIVE FLOTATION EXISTS. 9. WELDING OF CASING PIPE TO BE DONE BY CERTIFIED WELDER. ALL ENDS OF CASING PIPE SHALL BE CHAMFERED PRIOR TO ANY WELDING. 10. SEAUNG END OF CASING PIPE WITH CONCRETE IS ALSO PERMISSIBLE. 11. CARRIER PIPE SHALL BE RESTRAINED JOINT THROUGH ENTIRE LENGTH OF CASING PIPE. 12. FOR GRAVITY CARRIER PiPE SYSTEM. ENTIRE ANNULAR SPACE BETWEEN CARRIER PIPE AND CASING PiPE SHALL BE GROUTED. CONDUIT CROSSING R.R. OR ROADWAY NOT TO Si:AIE R DOUBLE STRAP SADDLE LINE ( BLUE ) • 3/4' POLYETHnENE TUBING 'FORD" ( F-1000 ) • 3/4' CORPORATION STOP PLAN - S94ME SERIACE WATER MAN ' / 'FORDF-1000 • � ) 90' 1 BRASS NIPPLE / 1" CORPORATION STOP /% • 1" POLYETHYLENE TUBING ALL SASS ( BLUE) 1' x 3/4" -� FORD OR APPROVED EQUAL 'U" BRANCH SADDLE VALVE ASSEMBLY PLAN - DOUBLE SEMAM ' (SEE GENERAL NOTES FOR MATERIAL SPECIFICATIONS) FIN. GRADE Z O VARIES 90, 1* BRAss CURB STOP 45• WATER LATERAL SERVICE 3/4" - r SIZES ) NOT TO SCALE WESTERN RESERVE AREA UTILITIES WORD "WATER" ON COVER AT FINISH GRADE (ROUND PAINTED BLUE) \_MODEL 7550 MANUFACTURED BY THE KUPFERLE COMPANY HYDRANT SHALL HAVE A r VERTICAL FiP NET AND r NPT NOZZLE OUTLET. BRASS D2 DIA. OF CASING PIPE SEE NOTE 4 FULL CONCRETE Q7Pw, AGE VI9QU�1 ENCASEMENT TER AROUND PIPE 3" MIL E SAND CUSHION SANITARY SEWER CRAG F. -a r-. - V. 11 7%a:• :r J%: 2 SUPPORTS PER LENGTH OF PPE CONCRETE sum POUF PAD REMINDER OF ENCASEMENT. "A" 20'-0" FOR WATER CROSSING - IW-O• FOR DRAINAGE CROSSING ( CENTERED ON POINT OF CROSSING ) ELM= DRAi40E OR WATER PIPE * ENCASENDNT i THICQESS * * I� Tn BE 1/2 PPE DIAM. •-2 OR 6 N., tr i IIIHICHEVER 1. ALL CONCRETE SHALL BE 3000 PSI iS GREATER MINIMUM 28 DAYS STRENGTH. TYP. 2. WATER MAN SHALL BE LOCATED ABOVE OR BELOW ENCASEMENT AS SHOWN ON PALNIS OR DEiERi KD N THE FiE A CONCRETE 2 SUPPORTS PER USE ENCASEIEiNT WANT RE VERTK'.AL PAD LENGTH OF PPE CLEARANCE WATER MAN AND SEWER SORE POURING MAIN IS LESS THAN 18 INCHES, REMAINDER of 3. NO DUCTiLE IRON SEWER PPE IS PERMITTED. ENCASEMENT SEE NOTE 5 FOR THESE SKIDS STEEL CASING PIPE, WELDED r OR r MIN. CLEARANCE SEE NOTES BELL OF CARRIER PiPE ANSI STD. A-21.51 DI- DIA. OF CARRIER PIPE ANNULAR SPACE MAY REMAIN EMPTY, SEAL (POLYETHYLENE BOTH ENDS WITH 1r we CASING THICK CLASS CONCRETE PLUGS SPACERS) STAINLESS STEEL SPACERS W/POL.Y RUNNERS FOR 12' AND ABOVE CARRER WE AND CASMIG PPE SIZES (Ir�i-� CARRIER PIPE NOM. DIAL D1 4 6 8 10 12 14 16 18 20 24 30 36 42 48 CASING PIPE NON. DIAL D2 14 16 18 22 241.30 30 1 30 1 36 36 48 54 60 I 66 WALL THICKNESS -.INCHES OKM 4&6) PER AUTHORITY HAVING JURISDICTION 1407m- 1. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF CASING INSTALLATION TO ENGINEER FOR REVIEW PRIOR TO INSTALLATION 2. SEAL BOTH ENDS OF CASING W/ 12' BRICK AND NON -SHRINK GROUT (MINIMUM) 3. ROTATION OF CARRIER PIPE INSIDE THE CASING WALL NOT BE PERMITTED 4. WITHIN EDGEWATER R/W USE CURRENT FOOT STANDARDS 5. SPECIALLY DESIGNED SPACERS MAY BE USED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. CONDUIT CROSSING R.R. OR ROADWAY NOT TO SCALE FILLER PASSES ROD DIA. x 2t ' 1 n M 1/8" MAX, 1/8' E6010 HOT PASS OR EQUAL 1/8" E6010 ROOT OR EQUAL CASING BUTT JOBIT LADED DEM SEWER CONDUIT CROSSING NOT TO SCALE i 'v !6N 3" WIDE CONTINUOUS POLYETHYLENE TAPE Z z - WITH THE FOLLOWING LABELS AND COLORS: "CAUTION BURIED WATER LINE BELX W`/BLUE P.V.C. OR D.N. PPE -CAUTION BURIED FORCEMAN BELOW`/GREEN OR BROWN 'CAUTION BURIED RECJWrED WATER LINE BELOW'/PURPLE NOT TO SCALE RETAINER tx.AND •- PVC COUPLING 0-9oo PW T MAN I H.D.P.E. MAIN MR 11 RESTRAIN PER DiPRA STANDARDS FOR POLYETHYLENE ENCASED PIPE AND 150 PSI DESIGN PRESSURE P.V.C. Tn HAP.E. RESTRAINED JOINT DETAL 1" r� EXISTING PRESSURE MAIN NOiT TO SCALE � MEGALUG RESTRAINED GLAND I OR APPROVED EQUAL I II PROPOSED - - PRESSURE MAIN 12" MIN. SLEEVE DETAUL NOT TO SCALE "FORD" STRAIGHT BALL • 2" IRON COMPRESSION 2 GATE OR METER VALVE W/ BARREL LOCKS BALL VALVE COUPLING (LOCKABLE SPEC. 4" NIPPLE 4" NIPPLE NO. B94223111) 5' MIN. (W/2)+2' 2" G.I.P. 90 2" G.I.P. 2" G.I.P. O MONOLITTi1C ELBOW SLAB O / 2" G.I.P. 90 BOXES TO BE FORD GULF BOX SURFACE REPL ACEMENT TO BE TYPE S-111 REPLACE PAVEMENT z MAIN 1-1L2' OVER CUT AREA AND WITH 3000 PSI HIGH EARLY - ELBOW WATER METER STRENGTH CONCRETE 2 1" FOR OVERLAY BY CITY 'FORD" STRAIGHT BALL EXISTING ASPHALTIC CONIC. SURFACE (SEE NOTE BELOW) ao 8' MIN '_ FRISER G.I.P. `� 3'-7" ETER VALVE`� RE (LOCKABLE E SPEC. N0. B91223V1) ;,. _ EXISTING CONCRETE I PUBIUCMUSPACE WATER I METER AND 2" BACKFLOW G.I.P. PAV'T 1'-8 SURFACE JOINT TO BE MECHANICALLY O0 RI PREVENTION DEVICE RISER O r- c SAWICUT FINISHED GRADE COMMON SIDE CEMENT BASE MATERIAL TO BE LIMEROCK OR RECYCLED CONCRETE O LOT LINE TRENCH WALL COMPACTED M989 DENSITY AASHTO T-180 AND PRIMED PRIOR TO UTiUTY PIPE INSTALLATION OF ASPHALT NOTE f 4 I I 3/4' WATER r-o60 TRENCH WIDTH (W) - r METER MIN. PIPE DIAMETER + 2' WIDTH I BY CITY SHALL ��AW �T 0 � SWAGE ASPHALTM.: 7E SitM�FA�iE PUBLIC SIDE RESTRAINED JOINTS AS REQUIRED (TYP.) CUSTOMER'S AND INSTALL moIIESL SIDE LOCKS ON ALLSTOPS RS TOFINAL 1. PAVING REPLACEMENT SHALL INCLUDE RAISING ALL MANHOLE FRAMES AND LIDS AND VALVE BOXES AND LIDS (AND SIMILAR APPURTENANCES) G Record Dr o�n� ACCEPTANCE TO FINAL ELEVATION PRIOR TO RESURFACING BY THE CITY: Z. SUBBASE TO BE COMPACTED TO 98X MAXIMUM DENSITY AASHTO T-180 JAN U AR Y 2005 3/4' WATER 3. IN AREAS WHERE CONCRETE PAVEMENT IS TO BE UTILIZED. 3000 PSI - 28 DAY STRENGTH CONCRETE PAVEMENT MAY BE PERMITTED PROVIDED THAT THE SUBJECT IIIOIE:. to METER BY CITY AREA WALL REMAIN FREE OF VEHICULAR TRAFFIC FOR A MINIMUM OF 3 DAYS. I. PROVIDE SUPPORT OR PROTECTIVE POSTS. R/W LINE 4. 350 PSI. FLOWABLE FILL SHALL BE USED UPON DIRECTION BY CITY ENGINEERING DEPT. PAVEMENT TRENCH RESTORATION DETAIL 2" TEMPORARY IIIEIER NEW NOT TO SCALE NOT TO SOME RICHARD W. FERNANDEZ, P.E. 14722 DESIGNED RWF DATE 9/03 SHEET NO. SCALE DRAWN TS DATE 9/03 STANDARD DETAILS MARK A. HAMPTON, P.E. 27391 BRADLEY T. BLAIS• P.E. 47130 AS SHOWN DAVID A. KING, P.E. 50609 CHECKED RWF DATE 9/03 APPROVED -- DATE -- WATER MAIN ANDREW M. GIANNINI, P.E. 46601 JOB NO. %31 of 32 2' GATE OR 2" IRON COMPRESSION BALL VALVE COUPLING 4" NIPPLE 4" NIPPLE 2' G.I.P. 90 2' G.I.P. 2' G.I.P. ELBOW ZZ ,,ram 2" G.I.P. 90 - ELBOW 2" G.I.P. I 0 3'-7" RISER z MINIMUM SPACE REQ IRED PUBLIC UTIUTIES 2" WATER = METER AND 2" BACKFLOW I -- " P. 00 PREVENTION DEVICE RISER FINISHED GRADE I 4110 00010, 11 V1 RESTRAINED JOINTS PUBLIC SIDE AS REQUIRED (TYP.) NOM, 1. PROVIDE SUPPORT OR PROTECTIVE POSTS. 2" TEMPORARY METER NOT TO SCALE U.S.F. No. 655 RING AND COVER OR EQUAL COVER SHALL BE LABELED "WATER', 'SEWER", OR 'RECLAIMED WATER" AS APPROPRIATE. FINISHED GRADE I' VALMATIC OR Imo+' 'APPROVED EQUAL' 2" AIR RELEASE VALVES 5" BUG SCREEN10000 ,J0J00C4K ALL FITTINGS BRASS DOUBLE STRAP STAINLESS SADDLE WITH BALL VALVE 2'-O" 1'-0' HOLE NM- US FM SEAR OR RECLAMM CAM AM AIR RELEASE VALVE PIT NOT M SCALE NO I BY 18" DIA. x 6" THICK CONC. COLLAR WITH 5/8' STEEL 6' CENTERS BOTH WAYS ADJUSTABLE TRENCH ADAPTER x ASSEMBLY, 2" SO. WRENCH NUT M; AND UPPER GUIDE REQUIRED FOR MORE THAN 3 FT. DEPTH. SET TOP OF VALVE BOX TO FINISHED GRADE & FLUSH OF CONCRETE COLLAR. "SEWER" ON TOP (PAINTED GREEN) ADJUSTABLE CAST IRON / VALVE BOX COVER / AND ROUND LID PRESSURE MAIN RESTRAINED JOINTS REQUIRED " CUSTOMER'S AT ALL VALVE LOCATIONS SIDE RESILIENT GATE VALVE (AWWA C-509) FOR ALL PIPE SIZES THRU 12' DIAMETER. NOM, 1. ROD OR BOLT TO TEE WHERE APPLICABLE. zCL 7E LJ SLEEVE PVC WITH CAST IRON VALVE BOX ONLY) SIZE VARIES 16-X16-X6- (MIN.) PRECAST BLOCK TO BE INSTALLED TO REDUCE ROTATION OF FITTING. I. EPDXY COATED STEEL OR STAINLESS STEEL MECHANICAL TAPPING SLEEVES ARE PERMITTED FOR ALL TYPES OF PIPIE MATERIALS. 16"x16"x6" (MIN.) 2 INSTALL REWIRED RESTRAINED JOINTS. IN NO INSTANCE SHALL THRUST BLOCK BE PERMITTED. PRECAST BLOCK 1 ALL TAPPING OF MAINS SHALL BE SUPERVISED BY THE CITY 48 HRS ADVANCE NOTICE PROVIDED. TAPPING VALVE AND SLEEVE PA NOT TO SCALE NATURAL FORCE MAIN VALVE AND VALVE BOX 10'-0" MIN. GROUND NOT TO SCALE Z POLYETHYLENE CASING SPACERS (SEE NOTE) Z 5' MIN. (W/2)+2' �I STEEL CASING MONOLITHIC M rt°i SLAB REPLACE PAVEMENT SURFACE REPLACEMENT TO BE TYPE S-111 - - °°' D.I.P. CARRIER PIPE WITH 3000 PSI HIGH EARLY Z MI 1 1O/2- OVER CUT AREA AND STRENGTH CONCRETE FOR (SEE NOTE BELOW) $0 8' MIN EXISTING ASPHALTIC CONC. SURFACE ZSEAL EACH END WITH NONSHRINKING GROUT EXISTING CONCRETE•4MM PAV'T SURFACE JOINT TO BE MECHANICALLY �., SAWCUT 1. MINIMUM COVER FOR TOP OF CASING ON ALL CITY STREETS SHALL BE 3.0' ENLACEMENT BASE MATERIAL TO BE LIMEROCK OR RECYCLED CONCRETE 2. CASING FOR F.E.C. CROSSINGS SHALL BE INSTALLED IN ACCORDANCE WITH F.E.C. TRENCH WALLCOMPACTED TO 98% DENSITY REQUIREMENTS. UTILITY PIPEAASHTO T-180 AND PRIMED PRIOR TO INSTALLATION OF ASPHALT 3. FOR MINIMUM COVER ON ALL STATE AND COUNTY ROADS WITHIN THE CITY LIMITS NOTE: #4 PLEASE REFER TO THEIR RESPECTIVE AUTHORITIES. .,W) NOTE: 4. THE INSIDE DIAMETER OF THE CASING PIPE SHALL BE A MINIMUM OF 4 INCHES TRENCH WIDTH (W) - GREATER THAN THE OUTSIDE DIAMETER OF THE CARRIER PIPE BELL OR COUPLING. WIDTH PIPE DIAMETER + 2 5. USE POLYETHYLENE CASING SPACERS FOR ALL CARRIER PIPES PER MANUFACTURES RECOMMENDATIONS. PORTLAND CEMENT 6. ROTATION OF CARRIER PIPE INSIDE THE CASING PIPE WILL NOT BE PERMITTED. CONCRETE SURFACE ASPHALTIC CONCRETE SURFACE ROTATION. MECHANICAL OR FLANGED JOINT PIPE SHALL BE USED TO HELP PREVENT SUCH NOTES'7. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF CASING AND CARRIER PIPE INSTALLATION FOR APPROVAL PRIOR TO FABRICATION OF PIPING, CASING, AND 1. PAVING REPLACEMENT SHALL INCLUDE RAISING ALL APPURTENANCES. CERTIFICATION OF CASING PIPE IS REQUIRED. MANHOLE FRAMES AND LIDS AND VALVE BOXES AND LIDS (AND SIMILAR APPURTENANCES) TO FINAL ELEVATION PRIOR TO RESURFACING 8. GROUTING OF SPACE BETWEEN CASING AND CARRIER PIPE REQUIRED UNLESS NEGATIVE FLOTATION EXISTS. 2. SUBBASE TO BE COMPACTED TO 98% MAXIMUM DENSITY AASHTO T-180 9. WELDING OF CASING PIPE TO BE DONE BY CERTIFIED WELDER. ALL ENDS OF CASING 3. IN AREAS WHERE CONCRETE PAVEMENT IS TO BE UTILIZED, 3000 PSI - 28 DAY PIPE SHALL BE CHAMFERED PRIOR TO ANY WELDING. STRENGTH CONCRETE PAVEMENT MAY BE PERMITTED PROVIDED THAT THE SUBJECT 10. SEALING END OF CASING PIPE WITH CONCRETE IS ALSO PERMISSIBLE. AREA WILL REMAIN FREE OF VEHICULAR TRAFFIC FOR A MINIMUM OF 3 DAYS. 4. 350 PSI. FLOWABLE FILL SHALL BE USED UPON DIRECTION BY CITY ENGINEERING DEPT. 11. CARRIER PIPE SHALL BE RESTRAINED JOINT THROUGH ENTIRE LENGTH OF CASING PIPE. 12. FOR GRAVITY CARRIER PIPE SYSTEM, ENTIRE ANNULAR SPACE BETWEEN CARRIER PIPE AND CASING PIPE SHALL BE GROUTED. PAVEMENT TRENCH RESTORATION DETAIL NOT TO SCALE CONDUIT CROSSING R R OR ROADWAY NOTE: PAVING REPLACEMENT COSTS SHALL INCLUDE RAISING ALL MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO FINAL ELEVATION PRIOR TO RESURFACING. a Edge Of Travel Way 15' Min. Work Are GENERAL NOTES TYPICAL APPLICATIONS 1. If the work operation requires that two or more work vehicles Landscaping Work cross the 15 zone in any one hour, traffic control will be Utility Work in conformance with Index No. 602. y Fencing Work 2. No special signing is required. Cleaning Drainage Structures 3. Arrows denote direction of traffic only and do not refle Reworking Ditches pavement markings. 4. When a side road intersects the highway on which wort. : being CONDITIONS performed additional traffic control devices shall be erected WHERE ANY VEHICLE, EQUIPMENT, in accordance with other applicable TCZ Indexes. WORKERS AND THEIR ACTIVITIES 5. For general TCZ requirements and additional information refer ARE MORE THAN 15' FROM THE to Index No. 600. EDGE OF PAVEMENT TRAFFIC CONTROL THROUGH WORK ZONES TWO-LANE, TWO-WAY RURAL DAY OR NIGHT ❑PERATI❑NS NTS D.O.T. INDEX NO. 601 NOT TO SCALE ENO CONSTRUCTION CONCRETE ENCASEMENT OF SANITARY SEAR IS AN ALTERNATIVE ME1N0D OF ADDRESSING A CONK= 0EN UNABLE TO MAINTAIN 18' VERTICAL SEPARATION DISTANCE IN SUCH INISTANCES. THE LIM" PIPE VERTICAL SEPARATION SHALL BE d'. FINISHED GRADE $ VARIES z SOLD SLEEVE 1MTH ` TRANSITION GASKET OR SANITARY WEER ,r EASTLIST P.V.C. ( FULL LENGTH) � � � (FULL LENGTH ) RESTRAINED AS REQUIRED RESTRAINED JOINT BY MANUFACTURER MAIN 45 ' D.I.P. OR P.V.C. BENDS (4 REQUIRED) Nolm. 1. LOWERING OF EXISTING WATER MAIN do FORCE MAIN BY DEFLECTION METHOD ACCEPTABLE IF DOS 1NG FIELD CONDITIONS PERMIT. 2. LENGTH OF SECTION BASED ON MINIMUM LENGTH AS DETERMINED BY DIPRA RESTRAINED JOINT MANUAL 3 INSTALL RESTRAINED JOINTS, AS REWIRED, FROM DEFLECTION POINT IN BOTH DIRECTIONS. STORM DRAIN OR SANITARY SEWER CONFUCT D2 DIA. OF CASING PIPE SEE NOTE 4 SEE NOTE 5 FOR THESE - SKIDS 2" OR 3" MIN. CLEARANCE - SEE NOTES D1- DIA. OF CARRIER PIPE (4" - 10' POLYETHYLENE CASING SPACERS) OR STAINLESS STEEL SPACERS W/POLY RUNNERS FOR 12' AND ABOVE NOT M SCALE STEEL CASING �- PIPE, WELDED BELL OF CARRIER PIPE ANSI STD. A-21.51 ANNULAR SPACE MAY REMAIN EMPTY, SEAL BOTH ENDS WITH 12' THICK CLASS "C" CONCRETE PLUGS CARRIER PIPE AND CASING PIPE SIZES (MIN.) CARRIER PIPE NOM. DIA (D1) 4 6 1 8 1 10 1 12 1 14 1 16 1 18 1 20 1 241,30 36 1 42 1 48 CASING PIPE NOM. DIA. (D2) 14 16 1 18 1 22 241,30 30 1 30 1 36 36 48 54 60 66 WALL THICKNESS -INCHES (NOTES 4&5) PER AUTHORITY HAVING JURISDICTION Li0L7.M,s. 1. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF CASING INSTALLATION TO ENGINEER FOR REVIEW PRIOR TO INSTALLATION 2. SEAL BOTH ENDS OF CASING W/ 12" BRICK AND NON -SHRINK GROUT (MINIMUM) 3. ROTATION OF CARRIER PIPE INSIDE THE CASING WALL NOT BE PERMITTED 4. WITHIN EDGEWATER R/W USE CURRENT FDOT STANDARDS 5. SPECIALLY DESIGNED SPACERS MAY BE USED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. CONDUIT CROSSING R.R. OR ROADWAY NOT M SCALE ,o ROAD CONSTRUCTION 1500 FT 1000' _ a 2' Min. b -T 15' a When Other Construction Or 1000' 500' Work Are j Maintainance Operations Occur L END Within One (1) Mile, Sign(s) CONSTRUCTION To Be Omitted And Signing To Q 500' Be Coordinated In Accordance ROAD :ON vcTION With Index No. 600. STR 150O FT Maximum Spacing Between Devices (FT.) To Be Cones Or Tubular Markers At 25' Centers And Equal To The Speed Limit (MPH) But Not Greater Type ^- Or Type -- Barricades Or Vertical Panels Than 25' For Cones Or Tubular Markers Or 50' Or Drums At 50' Centers For First 250', Thereafter For Type - Or Type -- Barricades Or Vertical Cones Or Tubular Markers At 50' Centers And Panels Or Drums. Type - Or Type -- Barricades Or Vertical Panels Or Drums At 100' Centers. SYMBOLS GENERAL NOTES TYPICAL APPLICATIONS ® Work Area 1. All vehicles, equipment, workers (except flaggers) and their 8. Arrows denote direction of traffic only and do not reflect Utility Work activities are restricted at all times to one side of the pavement markings. Culvert Extensions Sign With 18" x 18" (Min.) Orange roadway. 9. Longitudinal dimensions are to be adjusted to fit field Side Slope Work Flag And Type B Light 2. If the work operation does not exceed 60 minutes, traffic conditions.See Index No. 600. Guardrail Work control will be in conformance with Index No. 607. Landscaping Work $ Type - Or Type -- Barricade Or Vertical 10. WORKERS sign to be removed or fully covered when no work Panel Or Drum (With Steady Burning Light 3. If the work operation encroaches on the through traffic is being performed. Cleaning Drainage Structures lanes or when four or more work vehicles enter the Reworkin Ditches At Night Only). Cones Or Tubular Markers through traffic lanes in a one hour period a flogger shall 11. END CONSTRUCTION signs required only when work exceeds g May Be Used During Daylight Only. be provided and the advanced FLAGGER sign shall be one daylight period. Sign Installation And Maintenance substituted for the WORKERS sign. For location of flaggers Shoulder Repair [p Work Zone Sign and FLAGGER signs see Index No. 603. 12. When a side road intersects the highway on which work is being performed additional traffic control devices shall be erected 4. The first two warning signs shall have a 18" x 18" (min.) orange in accordance with other applicable TCZ Indexes. CONDITIONS flag and a Type B light attached and operating at all times. WHERE ANY VEHICLE, EQUIPMENT, Mesh signs may be used for (Daylight Only) operations 13. For general TCZ requirements and additional information refer to Index No. 600. WORKERS OR THEIR ACTIVITIES Type B Lights and Orange Flags are not required. ENCROACH THE AREA CLOSER THAN 5. The WORKERS legend sign may be substituted for the symbol sign. 15' BUT NOT CLOSER THAN 2' TO 6. All signs shall be post mounted if the closure time exceeds 12 THE EDGE OF PAVEMENT hours. 7. L (min)=WS for speeds2 45 mph Where W= Width of shoulder in feet, 8' minimum. =WS2 for speeds S 40 m h POTABLE WATER MAIN FINISHED GRADE 36' OF COVER MIN. FOR ALL PIPE 20' DIP PRESSURE CLASS 350 JOINT CENTERED ON DRAIN 6' MINIMUM STORM DRAINAGE PIPE OR SANITARY SEWER MAIN SPLIT RING RETAINER GLAND PVC COUPLING C-9W PVC T MAIN H.D.P.E. MAIN SDR 11 RESTRAIN PER DIPRA STANDARDS FOR POLYETHYLENE ENCASED PIPE AND 150 PSI DESIGN PRESSURE P.V.C. TO H.D.P.E. RESTRAINED JOINT DETAIL NOT TO SCALE NM 1. CONCRETE ENCASEMENT OF A SANITARY SEWER MAIN IS AN ALTERNATIVE METHOD OF ADDRESSING MEGALUG RESTRAINED GLAND A CONFLICT WHEN 1W VERTICAL SEPARATION DISTANCE CANNOT BE MAINTAINED. IN SUCH 1" MAX. OR APPROVED EQUAL INSTANCES THE MINIMUM PIPE VERTICAL SEPARATION SHALL BE 6". (NOTE THAT THIS DOES NOT APPLY TO SERVICE LATERALS. l EXISTING PRESSURE MAIN STORM DRAIN OR SANITARY SEWER CONFLICT 011 0 0 PROPOSED FINISH GRADE 8 z n COMPACT SOIL 2' BOX VALVE AND VALVE BOX MAIN WATERN BRASS NIPPLE RESTRAIN AT LEAST L 5 JOINTS PRIOR TO DEAD ENDS M.J. CAP OR PLUG W/ RESTRAINT NO LESS ( FROM END THAN 30' PER D.I.P.R.A. STANDARDS 1. NO GALVANIZED FITTINGS PERMITTED. BLOW -OFF ASSEMBLY NOT TO SCALE QUENTIN L. HAMPTON ASSOCIATES, INC. CITY OF CONSULTING ENGINEERS EDGEWATER FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER: 626 FAX 904 761-3977 VOLUSIA COUNTY, FLORIDA REVISIONS DATE P.O. DRAWER 290247 PORT ORANGE, FLORIDA 32129-0247 904 761-6810 NOT TO SCALE �_ - _J L - PRESSURE MAIN 12' MIN. WORD 'WATER" ON COVER AT FINISH GRADE (ROUND PAINTED BLUE) SLEEVE DETAIL 61-•A• NOT TO SCALE MTr FULL CONCRETEODRAINA VISQUEEN ENCASEMENT AROUND PIPE 3" MIN. SAND CUSHION MODEL TF550 MANUFACTURED BY THE KUPFERLE COMPANY HYDRANT SHALL HAVE A 2" ` • . ., ; ;� VERTICAL FIP INLET AND 2'NPT NOZZLE OUTLET. SANITARY SEWER CRG tSS - BRASS At 2 SUPPORTS PER LENGTH OF PIPE CONCRETE BEFORE POURING CAD REMAINDER OF - BRASS ENCASEMENT. •A• 20'-0" FOR WATER CROSSING - FILLER PASSES ROD DIA. x 2f �� 3T F ELEVATION DRAINAGE OR WATER PIPE �\ J * * ENCASEMENT y b THICKNESS * * F5 w TO BE 1/2 Z m PIPE DIAM. U1 NOTES:. OR 6 IN., z WHICHEVER ? z 1. ALL CONCRETE SHALL BE 3000 PSI IS GREATER Q. a Z MINIMUM 28 DAYS STRENGTH. TYP' 2. WATER MAIN SHALL BE LOCATED ABOVE OR BELOW ENCASEMENT AS SHOWN ON PALNS OR DETERMINED IN THE FIELD, CONCRETE 2 SUPPORTS PER USE ENCASEMENT WHERE VERTICAL PAD LENGTH OF PIPE CLEARANCE WATER MAIN AND SEWER SECTION •A* -•A• BEFORE POURING MAIN IS LESS THAN 18 INCHES. REMAINDER OF 3. NO DUCTILE IRON SEWER PIPE IS PERMITTED. ENCASEMENT. M 1 /s" 1/8' MAX. 1/8" E6010 HOT PASS OR EQUAL 1 /8" E6010 ROOT OR EQUAL CASING BUTT JOINT WELD DETAIL NOT TO SCALE SEWER CONDUIT CROSSING NOT TO SCALE 44 N 3" WIDE CONTINUOUS POLYETHYLENE TAPE Z WITH THE FOLLOWING LABELS AND COLORS: 'CAUTION BURIED WATER LINE BELOW'/BLUE P.V.C. OR D.I. PIPE "CAUTION BURIED FORCEMAIN BELOW"/GREEN OR BROVAI "CAUTION BURIED RECLAIMED WATER LINE BELOW'/PURPLE 'TERRA TAPE D' or SIMILAR LOCATOR TAPE INSTALLATION NOT TO SCALE L - MINIMUM LENGTH TO BE RESTRAINED ON EACH SIDE OF FITTING FT.) NOM. PIPE CLAY COHESIVE GRANULAR MAT. ISAND SILT, MUCK, PEAT SIZE ELBOWS (DEG.) VALVES TEES DEAD ENDS ELBOWS (DEG.) VALVES TEES DEAD ENDS ELBOWS (DEG.) VALVES TEES DEAD ENDS ELBOWS (DEG.) ALVES TEES DEAD ENDS 11 22 45 90 11 22 46 1 90 11 22 45 90 11 22 45 90 4 2 3 8 18 30 3 5 7 17 38 3 5 8 20 45 4 6 11 23 55 6 3 5 10 25 44 4 6 10 23 54 4 6 12 28 63 4 7 14 32 77 8 3 7 13 32 58 4 7 12 30 69 4 7 15 36 82 5 10 18 40 100 10 4 8 16 38 71 5 10 15 36 1 83 5 9 43 43 98 6 11 20 48 120 12 4 10 18145 84 6 11 20 42 97 6 10 21 50 115 7 14 24 56 140 16 1 6 112 24 58 109 6 12123 55 125 6 13 26 63 148 7 15 30 73 161 20 7 14 29 71 135 7 13 27 66 153 7 15 31 76 179 9 18 37 88 194 24 12 24 42 84 104 10 20 41 99 201 1 8 16 34 83 221 15 31 65 56 331 120 P S= Posted speed limit (MPH). cord DrawingVALUES FOR "L" ARE BASED ON PVC PIPE AT 150 PSI OPERATING PRESSURE WITH A SAFETY FACTOR OF 1.5 TRENCH TYPE = 3 PIPE COVER = 2.5 FT. TRAFFIC CONTROL THROUGH WORK ZONES WHEN DEPTH OF SOIL COVER IS LESS THAN 2.5 FT., VALUES FOR 'L" MUST BE INCREASED BY 3OX JAN U ARY 2005 WHEN DEPTH OF SOIL COVER IS LESS THAN 1/2 OF PIPE OUTSIDE DIAMETER, VALUES FOR "L' MUST BE TWO-LANE, TWO-WAY RURAL INCREASED BY 10OX DAY OR NIGHT ❑PERATIONS WHEN PIPE IS PARTIALLY OR FULLY EXPOSED, ALL JOINTS MUST BE RESTRAINED. NTS D.O.T. INDEX NO, 602 WESTERN RESERVE AREA UTILITIES JRO FITTING RESTRAINT SCHEDULE STANDARD DETAILS Ricwu�o MARK A. W. FERNANDEZ, P.E. 14722 HAMPTON, P.E. 27391 F O R C E MAIN DA�VIO� KING�P.E.P50609� 30 ANDREW M. GIANNINI, P.E. 46601 MOT PLAN DESIGNED RWF DATE 9/03 DRAWN TS DATE 9/03 CHECKED RWF DATE 9/03 APPROVED -- DATE -- SCALE SHEET N0. AS SHOWN JOB No. 32 OF 32 m Q M a a N