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Florida Shores Capital Improvements - Construction Plans - Phase 4 - Sealed 01-05-1993 - Received 01-11-1993 - Accepted 01-29-1993CONSTRUCTION PLANS FOR THE FLORIDA SHORES CAPITAL PHASE 4 eE W'9 r r,3 4rA`T MPROVEMENTS MAYOR TANYA WESSLER COUNCIL MEMBERS NORAJANE GILLESPIE LOUISE MARTIN MIKE HAYS KIRK JONES DIRECTOR OF UTILITIES TERRY A. WADSWORTH PREPARED FOR: CITY OF EDGEWATER, FLORIDA PROJECT NO. 87=400015 JULY 1990 ACCEPTED • STATE OF FI ORIDA Dept, of Environmental R gulatio Date of � pta 7 e By. s Department Representative DY��Z, RIDDLE, 1VIILLS, 8c PREC�URT, Il�TC. ENGINEERS • SURVEYORS • SCIENTISTS *PLANNERS ORLANDO, TAMPA, & JACKSONVILLE, FLORIDA JAN 11 199,E Deo, *t Environmental Re,,,, V�Bau Of L10cal G®vetn,., This is to certify that the design reflected in the plans and specifications represent sound engineering principles and is consistent with the applicable requirements of the Florida Administrative Code. 01 -v�_at.:-..�'V.L ..;.A�.._...-..- �.:ss��'�.. ��s'��..z.�_.:.��i��r.'. �..a..�_. ..__7.:�'�s�.�aa:. _:._1�' c� •.�tiei'iYrt - L�S.a�citl'L..sr.i'�a_ . /u.� .� .�_��itie.tir'�•., -....� .srf� .._ :x ... ...� ..�.�a.. _ ..�.__ �... .. ... ,._e.._ ..,e:.r .---. � ..._ ..." _ ..-�s.� '_� ._ ..4 ...�, _._.i..� _...:....�� - ��_� ...lti_�._��._ar_.i�:..� ��-.:'�.tia.._._�..�'_: .. ..:..ii�u_�cd-._. - »: _ .m►` •'r:° ..'-: .nv✓ :r-�....�.-.•� ,r- •r-r--sc.. �_r�'.rr..-T.r��.:!�.r-��r c_'"Y-�':"i n6'� .�^�-.+.•: •.-rY �•_e+gmw _.:r-+79'*r �r-- :•7•r' •.r�-:. r•..-. •_a,.1. - 4 � - -�- 'F .. - ;,x ram. r-_ ,r •,T .. - - .. -t. rr�'prT �»-;.f : T7— - ., �. 7>> 'm•�r-• ,:T -}r•-�•f:'-', �r g; �•+m•'_F.-•�- --r.•. 71s r.. 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N0, DRAWING TITLE GENERAL 1 G-1 COVER 2 G-2 INDEX OF DRAWINGS 3 G-3 LOCATION MAP 4 G-4 ABBREVIATIONS AND LEGEND 5 G-5 SHEET INDEX 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 SITE PLANS S-K20 S-K21 S-K22 S-K23 S-K24 S-L10 S-L11 S-L12 S-L13 S-L14 S-L15 S-L16 S-L17 S-L18 S-L19 S-L20 S-L21 S-L22 S-L23 S-L24 S-L25 S-M 10 S-M 1 1 S-M 12 S-M13 S-M 14 S-M 15 S-M16 S-M 17 S-M 18 S-M 19 S-M20 S-M21 S-M22 S-M23 S-M24 S-M25 S-N12 S-N 13 S-N14 S-N15 S-N16 S-N17 S-N 18 S-N19 S-N20 S-N21 S-N22 S-N23 S-N24 S-N25 S-P12 S-P13 S-P14 S-P15 S-P16 S-P 17 S-P 18 S-P19 S-P20 S-P21 S-P22 S-P23 S-P24 S-P25 S-Q 12 S-Q 13 S-Q14 S-Q 15 S-Q 16 S-Q17 S-Q 18 S-Q 19 S-Q20 S-Q21 S-Q22 S-Q23 S-Q24 S-Q25 PLAN K20 PLAN K21 PLAN K22 PLAN K23 PLAN K24 PLAN L10 PLAN L 1 1 PLAN L12 PLAN L13 PLAN L14 PLAN L15 PLAN L16 PLAN L17 PLAN L18 PLAN L19 PLAN L20 PLAN L2 PLAN L22 PLAN L23 PLAN L24 PLAN L25 PLAN M 10 PLAN M 11 PLAN M 12 PLAN M 13 PLAN M 14 PLAN M 15 PLAN M 16 PLAN M 17 PLAN M 18 PLAN M 19 PLAN M20 PLAN M21 PLAN M22 PLAN M23 PLAN M24 PLAN M25 PLAN N 12 PLAN N 13 PLAN N 14 PLAN N 15 PLAN N 16 PLAN N 17 P LAN N 18 PLAN N 19 PLAN N20 PLAN N21 PLAN N22 PLAN N23 PLAN N24 PLAN N25 PLAN P 12 PLAN P 13 PLAN P 14 PLAN P 15 PLAN P 16 PLAN P 17 PLAN P 18 PLAN P 19 PLAN P20 PLAN P21 PLAN P22 PLAN P23 PLAN P24 PLAN P25 PLAN Q 12 PLAN Q 13 PLAN Q 14 PLAN Q 15 PLAN Q 16 PLAN Q 17 PLAN Q 18 PLAN Q 19 PLAN Q20 PLAN Q21 PLAN Q22 PLAN Q23 PLAN Q24 PLAN Q25 CADD NAME DATE DESIGNED BY CQ DRAWN BY CHECKED BY DYER, RIDDLE MILLS & PRECOURT, INC. U 18 o APPROVED BY ENGINEERS • SURVEYORS *SCIENTISTS • PLANNERS DATE REVISIONS REVISED BY CHECKED BY CADD FILE NAME 8744511 0 R LAN DO - TA M PA • 85 P-56 PROFILE 86 P-57 PROFILE 87 P-60 PROFILE 88 P-61 PROFILE 89 P-64 PROFILE 90 P-65 PROFILE 91 P-67 PROFILE 92 P-68 PROFILE 93 P-69 PROFILE 94 P-71 PROFILE 95 P-72 PROFILE 96 P-73 PROFILE 97 P-75 PROFILE 98 P-76 PROFILE 99 P-77 PROFILE 100 P-78 PROFILE 101 P-79 PROFILE 102 P-80 PROFILE 103 P-81, PROFILE 104 P-82 PROFILE 105 P-83 PROFILE 106 P-84 PROFILE 107 P-85 PROFILE 108 P-86 PROFILE 109 P-87 PROFILE 110 P-88 PROFILE ill P-89 PROFILE 112 P-90 PROFILE 113 P-91 PROFILE 114 P-92 PROFILE 115 P-93 PROFILE 116 P-94 PROFILE 117 P-95 PROFILE 118 P-104 PROFILE 119 P-107 PROFILE 120 P-1 11 PROFILE 121 P-1 13 PROFILE 122 D-4 SITE PLAN PUMP STATION NO. 5 & NO. 7 123 D-6 PUMP STATION DETAILS - 124 D-7 DUPLEX PUMP STATION ELECTRICAL DETAILS 125 D-8 SPECIAL DETAILS 126 D-9 SPECIAL DETAILS 127 D-10 DETAILS 128 D-11 DETAILS 129 D-12 DETAILS 130 D- W DETAILS 13 z D-20 DETAILS --DETAILS INDEX OF DRAWINGS PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS D PROJECT NO. 87-400 DATE J U LY 1990 SCALE NONE SHEET 2 OF SR 11 , 1 GJ� 1 Z CITY OF \ EDGEWATER 1, 1 -1 1 REVISIONS AV «pQ.O z ki s C/7 cLSL C y u, v EM-0 6ECIO* 1 � � soy � 44 r r v 1 e 4 l 00 S ewc►+ �`� 0 C W c►IAMe� A I E l' \ NO 1' \ b V �� T 6� P 20 PAID Y Si 3 I TD v' ZO S� o • a 60x�I 5cc ,,S TH ,ZI. NS JP �0 C 90 c Sµ 4 -GAP vGZo a .Z�eE o MISSION f,A P\ car:M �F t o j 49 , T 5 \P N.T.S. OAjK - g a ` MEN ►V SA "~ r9 �� tic 9L S� P • r,. � Of- .�o►fF F AO Et E 5 dap N� P �� `�M• ►� '� G� N a \'rQO jyms * AV � S d Pt 'X- %mk V:p \ 5 04� t0 V,\ PS WILDWOCi z o LOW E P I •p C N R V \ y< \SA 9j W \ (� ` 0 N\� O Hll I SI(1E DR M"t� ASS 9 EY RAN H AIRPARK ,� N vE OR ao VILLAGF CT Q �sr�dAfllIId fW to D E C NO Z �A�W ARKIMO�IQlb �- '7 S T C►. r. . `QO TtA �': •• . � E CEP . . t •��• �c)ftlN \ I.` d INE Q \� Three Sister, HIIAKEA9PSil s dbG��R SIR �,• pv ARotl Al BLUE HER RANKEN DR Op`p�fyc.\ H 4F -A 1L Ark pp. ; •�... 6P'0 O DOPS t-dar Island PHASE 4 e�i CADD NAME DATE DESIGNED BY DRAWN BY CHECKED BY APPROVED BY REVISED BY CHECKED BY CADD FILE NAME 874516 \ 40 " �N " VVI Rkz 5 / r• a 1 , p �A`` �\ 1 DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS *SURVEYORS • SCIENTISTS *PLANNERS ORLANDO — TAMPA LOCATION MAP PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS PROJECT NO. 87-400.15 DATE JULY 1990 SCALE AS SHOWN SHEET OF _ Q TCONSTRUCTION CIVIL CONSTRUCTION A Q FLOW RATE T 8c B TOP do BOTTOMPIPE ABD. ABANDON OR ABANDONED GAL GALLON T/B TOP OF BEAM AC. ACRE GALV. GALVANIZED T/P TOP OF PIPE ACCMP ASPHALT COATED CORRUGATED METAL PIPE GAS GAS MAIN R TAN. TANGENT FITTING & PIPING SYSTEM EXISTING NEW ACP ASBESTOS CEMENT PIPE GND. GROUND T.O.B. TOP OF BANK AFF ABOVE FINISHED FLOOR GPD GALLONS PER DAY R RADIUS T.B.M. TEMPORARY BENCH MARK AFG ABOVE FINISHED GRADE GPM GALLONS PER MINUTE R/W RIGHT OF WAY T.O.C. TOP OF CURB EXISTING PIPE AHD AHEAD. G.S. GALVANIZED STEEL RBR. RUBBER HOSE T.E. TOTALLY ENCLOSED AL ALUMINUM GV GATE VALVE R.C. REINFORCED CONCRETE T.E.F.C. TOTALLY ENCLOSED, FAN COOLED ALT. ALTERNATE R.C. BOX REINFORCED CONCRETE BOX TEL TELEPHONE NEW PIPE ---�' B;� -- INDEX C❑NTDUR, ELEVATION SAINATARY SEWER ASS ASS APPROX. APPROXIMATE RCP REINFORCED CONCRETE PIPE TEMP. TEMPORARY/TEMPERATURE ARCH. ARCHITECTURE RCPA REINFORCED CONCRETE PIPE ARCH T.E.N.V. TOTALLY ENCLOSED, NON -VENTILATED -- " INTERPOLATED INDEX CONTOUR, REUSE MAIN YR ARV AIR RELEASE VALVE RD. ROAD THD. THREAD /TMREADEO EXIST. PIPE TO BE ABANDONED �. - 24 INTERMEDIATE CONTOUR ELEVATION _.--.--.--. ARVV AIR RELEASE VACUUM VALVE H RED. REDUCER THK. THICK WATER MAIN 6" W ASPH. ASPHALT H.B. HOSE BIBB RM. ROOM TN.O. TURNOUT INTERPOLATED INTERMEDIATE ASSY. ASSEMBLY H.D. HEAVY DUTY RPM REVOLUTIONS PER MINUTE T.O. TOP OF EXIST. PIPE TO BE REMOVED ~---��--- -� - AVE. AVENUE HOA HAND/OFF/AUTO REBAR REINFORCING STEEL TOT. TOTAL CONTOUR, ELEVATION DRAINAGE PIPE A/C AIR CONDITIONING HORIZ. HORIZONTAL R.DRN. ROOF DRAIN T.P. TELEPHONE POLE X ;� SP❑T ELEVATION AUTO AUTOMATIC HP HORSEPOWER REF. REFERENCE TR. TREAD OF STAIR WELDED JOINT HR. HOUR REINF. REINFORCE/REINFORCED T.R.A. TIE ROD ASSEMBLY_.._ ' DEPRESSION CONTOUR PLAN HT. HEIGHT RPMP REINFORCED PLASTIC MORTAR PIPE T. S. TUBE STEEL --�-- GROOVED END JOINT ?�. ._. WATER SURFACE V EL 4-8.00 HVAA HEATING, VENTILATION AND AIR CONDITIONING REM. REMOVE/REMOVABLE TYP. TYPICAL, SECTION H.W.L. HIGH WATER LEVEL READ. REQUIRED TRANS. TRANSFER DECIDUOUS TREE B HWY HIGHWAY Rlv. RIVETED T.V. TELEVISION --��-- FLANGED JOINT MISC. UTILITY T1(PE U.E.C. BL BASE LINE HYDR. HYDRAULIC R.J. RESTRAINED JOINT BOC BACK of CURB RND. ROUND EVERGREEN TREE B.F. BLIND FLANGE R.R. RAILROAD —f}-- MECHANICAL JOINT —�- BFV BUTTERFLY VALVE RT. RIGHT U TREE LINE BK. BACK R.V. RELIEF VALVE U.D. UNDERDRAIN CENTERLINE OF DITCH BLDG. BUILDING R.W.L RAW WATER UNE B FIRE HYDRANT LOCATION I —f-- ELL & SPI GOT JOIN T U.G. UNDERGROUND 6" PLUG VALVE BLK BLOCK I.D. INSIDE DIAMETER U.G.P. UNDERGROUND POWER -- EDGE OF WATER VALVE SIZE, TYPE B.M. BENCH MARK IN. INCHES HUB & SPIGOT JOINT �" LILT. ULTIMATE —�� BOT. BOTTOM INT. INTERSECTION U.O.N. UNLESS OTHERWISE NOTED (RUBBER GASKET) _ PAVED ROAD / DRIVEWAY BRG. BEARING INV. INVERT P�.T U.P. UTILITY POLE...�.....��.._..........._....... _....._ BS BLACK STEEL PIPE I.P. IRON PIPE U.T.C. UNDERGROUND TELEPHONE CABLE -- BALL JOINT B.C.V. BALL CHECK VALVE IRR. IRRIGATION S uTIL. uTIUTY - UNPV UNPAVED ROAD / DRIVEWAY B.V. BALL VALVE INF. INFLUENT S SOUTH TOP OF EMBANKMENT ARROWS POIN S= SLOPE (FT/FT) UN. UNION FLANGED COUPLING ADAPTER - RAILROAD DOWN SLOPE T T T SAN. SANITARY FENCE SCHEO. SCHEDULE C SE SOUTHEAST ---�u GROOVED ADAPTER FLANGE SECT. SEC110N � BUILDING WITH OVERHANG CONTOUR ELEVATION 6 5. 0 C do G CURB AND GUTTER J v CL CENTER LINE J.B. JUNCTION BOX SGL SINGLE C.B. CATCH BASIN J.T. JOINT SHLD. SHOULDER VAC. VACUUM -- FLEXIBLE COUPLING S 2� f.v 4, LE 639 c4 CFM CUBIC FEET PER MINUTE SHT. SHEET/SHEETING VAR. VARIES ....- ��.................... � ,-* RIGHT OF WAY LINE BEARING & DISTANCE MANHOLE, DRAINAGE STRUCTURE � ■ V.C. VERTICAL CURVE _-:='�' ``" ` _1, CENTERLINE ROADWAY, BEARING & DISTANCE CFS CUBIC FEET PER SECOND SIG. SIGNAL FLEXIBLE COUPLING WITH --�-- VCP VITRIFIED CLAY PIPE CIP CAST IRON PIPE Sim. SIMILAR VEL VELOCITY THRUST TIESEASEMENT LINE, TYPE LISP CAST—IRON SOIL PIPE L SLV. SLEEVE VERT. VERTICAL L RECOVERED CONCRETE MONUMENT DIRECTION OF FLOW C.J. CONSTRUCTION JOINT LAT. LATERAL S.M. SHEET METAL V.PC VARIABLE FREQUENCY DRIVE STEEL BELLOW XP JOINT CIR. CIRCUIT LAV. LAVATORY SOF. SOFFIT V.T.R. VERTICAL POINT OF CURVATURE 0 RECOVERED IRON PIPE OR REBAR CL CLASS LB. POUND SOL.V. SOLENOID VALVE SWALE INVERT CLR. CLEAR/CLEARANCE LF LINEAR FEET SP. SPACE VOL. VOLUME BOX - - ELASTOMER BELLOWS XP JOINT 0' C BENCH MARK, DESIGNATION, CMP CORRUGATED METAL PIPE L.P. LIGHT POLE SPCG. SPACING ELEVATION v v CMPA CORRUGATED METAL PIPE ARCH L.S. LIFT STATION SPEC. SPECIFICATION FENCE C.M.U. CONCRETE MASONRY UNIT SPRT. SUPPORT �--- ELBOW UP (FLANGED) L LEFT1 FLORIDA STATE PLANE CND. CONDUIT LVR. LOUVER SQ SQUARE •�j COORDINATE SYSTEM C.O. CLEANOUT LAB LABORATORY S.S. SANITARY SEWER e{- ELBOW DOWN FLANGED `"�f GRID LINES WITH SPOT ELEVATION x37.2 CO. COMPANY S.STL STAINLESS STEEL w ( )'�' NORTHING AND EASTING COL. COLUMN ST. STREET CONC. CONCRETE STA. STATION ' w/ )MINT (COMBINED FORM) --+�- TEE UP (FLANGED) CONN. CONNECTION STD. STANDARD' CONST. CONSTRUCT CONSTRUCTION M STK. STAKE W/o WITHOUT — G -- -w WATER MAIN SIZE CON T. CONTINUOUS MAIL MATERIAL STL. STEEL W.C. WATER CLOSET (TOILET)—�.e+...— TEE DOWN FLANGED �`� =`ESL --- GRAVITY SEWER MAIN, SIZE COORD. COORDINATE MAX. MAXIMUM STL.P STEEL PIPE W.C.O. WALL CLEANOUT CDR. CORNER M.B. MACHINE BOLT STR. STRAIGHT WF. WIDE FLANGE � ME, FORCE MAIN, SIZE COR. COUPLING W.G. WATER GAUGE ; T -� - UNDERGROUND TELEPHONE CABLE MCC MOTOR CONTROL CENTER ST.S. STORM SEWER W.H.C. WELDED HALF COUPLING --�*+;-- LATERAL UP (FLANGED) CPVC CHLORINATED POLYVINYL CHLORIDE M.E. MITERED END SURF. SURFACE "-" CTR. CENTER SVC. SERVICE W.L. WATER LINE �-•=� MAJOR CULVERT WITH HEADWALL MECH. MECHANICAL yVM WATER MAIN ----- LATERAL DOWN (FLANGED) MINOR CULVERT WITH HEADWALL CAN CABLE TELEVISION MFR. MANUFACTURER SW SOUTHWEST CULV CULVERT M.G. MILLION GALLON SYM. SYMMETRICAL WP WATER PROOF y CY CUBIC YARD MGD MILLION GALLONS PER DAY STRUCT. STRUCTURAL w•s. WATER SURFACE -�{ MINOR CULVERT N❑ HEADWALL CYL, CYLINDER M.H. MANHOLE W.S.EL. WATER SURFACE ELEVATION --fir-- CONCENTRIC REDUCED (FLANGED) .--_.--® MITERED END CU.FT. CUBIC FEET MIN. MINIMUM WSP WELDED STEEL PIPE CU.IN. CUBIC INCHES MISC. MISCELLANEOUS w.F. WELDED WIRE FABRIC —�— WEIGHT ECCENTRIC REDUCER (FLANGED) RIPRAP fw_ _ CONCRETE FLUME C.V. CHECK VALVE M.J. MECHANICAL JOINT W. _ C.L.F. CHAIN LINK FENCE MOD. MODIFY/MODIFIED .W.M. WELDED WIRE MESH MOD. MONUMENT WTP WATER TREATMENT PLANT —•I«--. UNION OPOWER POLE �-- LIGHT POLE WWTP WASTEWATER TREATMENT PLANT WITH ANCHOR M.W. MANWAY WP—I WEATHER PROTECTED-1 M.W.L. MEAN WATER LEVEL 0. P TELEPHONE POLE O UNIDENTIFIED POLE D DEGREE OF CURVATURE H Y N NORTH O TELEPHONE MANHOLE ❑ TELEPHONE RISER DBL DOUBLE DET. DETAIL N &C MAIL AND CAP YD(S) YARD(S) D.F. DRINKING FOUNTAIN N/A NOT APPLICABLE YR. YEAR STORM MANHOLE ❑ CATCH BASIN, INLET D.I. DUCTILE IRON/DROP INLET N.C. NORMALLY CLOSED "�� SYMBOLS. DIA. DIAMETER NE NORTHEAST �/ RIM 10.19 SANITARY MANHOLE, DIAG. DIAGONAL NIC NOT IN CONTRACTW. INV 4.12 RIM & INVERT ELEVATIONS DIM. DIMENSION NO. NUMBER -: DIP DUCTILE IRON PIPE N.O. NORMALLY OPEN MAIL BOX UTILITY BOX DISCH. DISCHARGE NOM. NOMINAL GATE DRN. DRAIN NPT NATIONAL PIPE THREAD DWG. DRAWING N.R.S. NON —RISING STEM --i4+- — BUTTERFLY i0i SIGN POST, SMALL POLE DWV DRAIN, WASTE AND VENT N.S. NEAR SIDE WATER VALVE „� WATER VALVE o/W DRIVEWAY N.T.S. NOT TO SCALE PLUG ® DIFF. DIFFUSER NW NORTHWEST (FROM RECORDS) (FIELD VERIFIED) NY. NYLON TUBING FH CHECK WATER METER `0� FIRE HYDRANT E O D4e PRESSURE RELIEF E EAST O.C. ON CENTER EL EASEMENT LINE O.D. OUTSIDE DIAMETER ��— NEEDLE EA. EACH O.H. OVERHEAD ECC. ECCENTRIC OPP. OPPOSITE EF EACH FACE OPT. OPTIONAL DIAPHRAGM —��— EL ELEVATION O.S.Y. OUTSIDE SCREW AND YOKE ELEC. ELECTRIC/ELECTRICAL O.D.P. OPEN ORIPOFF SOLENOID ELP. ELLIPTICAL DENOTES SHEET NO. DRAFTING LEGEND DENOTES SHEET N0. ELL L ENC. ENCASEMENT SECTION SHOWN DETAIL SHOWN ON O ENGR. ENGINEER BALL EOP EDGE OF PAVEMENT SEE DETAIL S-1 ESMT. EASEMENT P CONTROL S-1 EST. ESTIMENT/ESTIMATED PL PROPERTY UNE 2 A E.W. EACH WAY PC POINT OF CURVATURE FCV-FLOW CONTROL :::: EXIST. EXISTING P.C.M. PERMANENT CONTROL MONUMENT PRV-PRESSURE REDUCING DENOTES DETAIL LETTER EXP. EXPANSION PE POLUYETHYLENE I DENOTES SECTION IDENTIFICATION EXT. EXTERIOR/EXTENSION PEP POLYETHYLENE PSV-PRESSURE SUSTAINING NO. IDENTIFICATION EFF. EFFLUENT P.G. PRESSURE GAUGE EQUIP. EQUIPMENT PI POINT OF INTERSECTION PL PLATE PLAS. PLASTIC/PLASTER IF POLY. POINT OF BEGINNINED ING DUCTILE IRON DETAIL SYMBOL SECTION SYMBOL F.L. FLOW LINE P.O.J. PUSH ON JOINT FAB. FABRICATE P.P. POWER POLE F.C.V. FLOW CONTROL VALVE PRESS. PRESSURE DENOTES SHEET DENOTES SHEET F.D. FLOOR DRAIN PROP. PROPOSED F.F. FINISHED FLOOR P.R.V. PRESSURE REDUCING VALVE EXAMPLE DOUBLE LINE NO. SECTION NO. DETAIL SHOWN F.G. FINISHED GRADE P.S.F. POUNDS PER SQUARE FOOT SHOWN ON ON ` F.H. FIRE HYDRANT PSI POUNDS PER SQUARE INCH D-1 FIG. FIGURE PSIG POUNDS PER SQUARE INCH GAUGE M = ELEC. MOTOR SECTION DETAIL-1 FL FLOOR/FLOOR LINE PSIA POUNDS PER SQUARE INCH ABSOLUTE P = PNEUMATIC CYL. SCALE: S-2 2 SCALE: S-2 A FLG. FLANGE PT POINT OF TANGENCY F.M. FORCE MAIN P.V. PLUG VALVE FLANGED JOI;4:r:MECH.H = HYDRAULIC CYL. DENOTES SECTION DENOTES ENE AIFIN. FINISH PVC POLYVINYL CHLORIDE/POLYVINYL CHLORIDE PIPE JOINT NO. IDENTIFICATION LETTER ID T I TIO FRP FIBERGLASS REINFORCED PLASTIC PVMT. PAVEMENT FT. FEET/FOOT PWR. POWER DENOTES SHEET 7 1 N0. SECTION TAKEN DENOTES SHEET FTG. FOOTING PPM PARTS PER MILLION FROM NO. DETAIL TAKEN v FUT. FUTURE P.S. PUMP STATION VALVE SYMBOL FROM FV FOOT VALVE PWL PEAK WATER LEVEL FS FLOOR STAND SECTION SYMBOL DETAIL SYMBOL G- 4 PROJECT NO. CADD NAME DATE 87-400 DESIGNED BY ABBREVIATIONS AND LEGEND DATE DRAWN BY PHASE 4 JULY 1990 DYER, RIDDLE, MILLS & PRECOURT, INC. SALE CHECKED BY NONE ENGINEERS • SURVEYORS • SCIENTISTS • PLANNERS CITY OF EDGEWATER, FLORIDA APPROVED BY _ FLORIDA SHORES CAPITAL IMPROVEMENTS 4 ,r DATE REVISIONS REVISED BY CHECKED BY CADD FILE NAME 8744515 ORLANDO PAMPA SHEET OF 5 ; DATE REVISIONS i ■ r ■ CADD NAME DESIGNED BY DRAWN BY CHECKED BY APPROVED BY REVISED 7Y CHECKED BY I CADD FILE NAME ilN1 DATE DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS *SURVEYORS *SCIENTISTS *PLANNERS 8744KEY ORLANDO - TAMPA SCALE: 1" = 600 SHEEP INDEX PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS ti G-5 PROJECT NO. 87-400 DATE JULY 1990 1"=600' SHEET _ 5 OF y MATCH TO MAP J20 X ` 3 d� i I � � I' ffuu'' t ' 1n _ a / \ — \ �• �' ; f .. ..................PH E PHASE 4 '� - .._.. i P 4EL Li , _ _y . .......... wo EMT • � • i I •� � --- ----•--- �� D -.�..- .-._..- ..,._......._..�->w..._ 2 , CONNECT TO 3 REUSE MAIN Rk : L PALM DR YJ� ,� .•� n v ; 4 f-_.i• �•«' t i"'.. ............� � '....t --....cos._....�.�.�.--•---.�.r...�.-..,,,ram .- .�.� «.r.. «w,...r.. .__. ,�..�..... �� .. ._._...—_..-- ..._..'"� �Y�.«..- _... »_.....w.�- _ 4 f I I I I I I IX < t i .L SEE PROFILE DWG. NO. P-56 >. i •h p pp h i SCREEN LO X i 2 - OR M « .. ��-��--.^� . 4{ C `( } i 4 3 i� ram~ +\� / / i / 1 i • .� s y 4. } ; t f ) X 1 t X { X 1 4.6 �I I . ............ E VN f UNPV jT rK2 i { S t1 1 ''^Y._ __.............. 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I ! i _.- € E 3 :. ` 1 y.._ \ A•... _ _ . �. �\ t : ; f 1 i I /` _.....� .. 1 I 1 I \ "P 1 I 8 R / � CJ ✓ J (�-•�yy rr�� `•' I --` ... I � � 1 I I I ;�� -- 1 I 1 1 PLAN 'FR LP +: I CONNECT TO 3 REUSE MAIN��..-.. CONSTRUCTED IN PHASE •3 x — I ( a SEE PR FILE DWG. N0. P 60 SEE PROFILE DWG. NO. P-61 DER CON: PrTION PLANTER i..._....-..._,.__._.»_..._-____.......... f .........__,..... t................ ........... ._...-,.....,. .m-......... { ' S � � `~ ...._ ....�"�.- '-� - I = E L �` TES, Z , R4.2 w MATCH TO MAP L20 CADD DESIGNED BY DRAWN BY CHECKED BY APPROVED BY DATE REVISIONS REVISED BY I CHECKED BY CADD FILE NAME C) J• SHEt NAME DATE DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS •SURVEYORS •SCIENTISTS •PLANNERS 87441<20 ORLANDO - TAMPA STRUCTURE NUMBER COORDINATE TAP ELEV. INVERTS S7-1 N 1675715.8074 12.20 7.65 K E 688200.4436 —9 N 1675868.93 11.90 7.13 K E 687350.65 2 . 9 KW K221 KEY MAP PLAN - K20 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS • S-K20 PROJECT NO. s7 - 400 DATE JULY 1990 SCALE 1"=30' SHEET 6 OF '� MATCH TO MAP J21 MATCH TO MAP L21 CADD DESIGNED BY DRAWN BY CHECKED BY APPROVED BY DATE REVISIONS REVISED BY CHECKED 71 CADD FlLE NAME NAME DATE I 6D DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS • SURVEYORS *SCIENTISTS *PLANNERS 8744K21 A ORLANDO - TAMPA STRUCTURE NUMBER COORDINATE TAP ELEV. INVERTS N 1675599.4543 12.15 6.61 K 2)�] E 687776.7347 7- N 1675226.4945 � 2,45 5.49 E 687921.3064 N 1675491.0813 12.50 5.98 E 687497.1341 1675118.1272 12,40 4.86 21 K"N E 687641.7206 )0 .id:i i� s JG t s 0 .4 K20; K21 K2�.. ..rr �K KEY MAP 6� fm ■ ■ Olin ■ PLAN - K21 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS e PROJECT NO. 87-400 DATE JULY 1990 SCALE 1"=30' SHEET 7� OF MATCH TO MAP J22 . It V I 5 4 \< X (0/ �4 4 16.4 F7 x -7 XI. S7- 4 i x K22 ....... . .... UT ........... .. ........ . ...... . t ... LA ......... 12, i MIS k. T8 8 ss U, N PVD . ..... W2 UT... ......... . .. ...... ............. . . . . . ......... .. . . ................. . ........ TP- pp .4,5 y L. ....... SHED x ...... . .. . 7.4 x 100 1.2 x sk, 1 x /X t .. . . . ........... L JT --44 13.-PR x 12. 2 .... . .... OF 8" ss 8" SS R 01- YAL PALM DR ....... ...... - - w- - -1 -- - - - - - i 2 89 . ... . ...... . . ........ . ...................2 . . . ........... . . .......... . . - --- - ----- .9 .... . .... . E 11.3 . .. . ....... x �k "R L " LR PLANT LP Lo V) x x 00 ISEE PROFILE DWG. NO. P-5-7 x x x X "D 1 *100 . .. . ...... 4-,,3 f f x x x 3 x at F x L. ... .......... . ..... x -13 7 K22 K j......... ... - -------- - - . . ......... . ................. .... . . . ...... T........ .. -- - - ------------------ .. IT U. ..........: 1 ............ ...... ... ....... V-3V- ... ......... .. ........... .......... ....... ....................... ............... .......... ... 2...3.... . ... . . .............. 'O1.8"ss 2.3 8 ss 8"SS- x 21 'S..ABAL ...... ..... 'N P V;"' .......... . . . ..... ... . ....... . .... . ............ UT• --- - --- ........ .-I ...... . ...... . ... jj • .. ......... . . ........... ........ . --- - ----- - 2 ......... . . . ......... . .. .... .. . ............. ------ j -8 .......... . . ............. ..... . .... . . . ..... J lz�,CRE N 00 L ENC: O'SURE LJ pp .......... x SHED 14.2 S IH p p x fE 0 x X t- r7 . ......... L X A A :�t 40 14 . . .......... LP. I I., . . ............ .......... ------ Sr . . ...... .. . . ....... if 8 4�2 I ,X ............. . ........... . ..... ............ 4. 14-6-1 4,9 x I X 11 i 11 x MATCH TO MAP L22 A ti CARD DESIGNED BY DRAWN BY CHECKED BY APPROVED BY DATE REVISIONS REVISED BY CHECKED BY CADD FILE NAME x NAME DATE DYER, RIDDLE, MILLS & PREC4URT, INC. ENGINEERS *SURVEYORS •SCIENTISTS o PLANNERS 8744K22 ORLANDO TAMPA J ro N 0 T- PLAt PF CITY OF EC FLORIDA SHORE STRUCTURE NUMBER COORDINATE TOP ELEV. INVERTS S7-4 IN 1674853.77 12.60 4.37 K22 E 688065.72 S7-5 N 1674480.58 12.60 N 3.12 K22 E 688210.45 S 5.36 W 3.00 57-12 N 1674745.17 12.40 3.74 K22 E 687786.31 S7-1 N 1674372.22 12.70 N 2.62 E 2.16 K22 E 687930.89 S 5.18 W 2.16 J21 11-4 J 2 %� Y. K 3 21 22 KEY MAP 30 0 130 60 SCALE IN FEET S-K22 PROJECT NO. 4 K22 87-400 SAS E 4 DATE JULY 1990 SCALE IGEWATER, FLORIDA 1 30' CAPITAL IMPROVEMENTS SHEET .2. OF MATCH TO MAP J23 X 4 > r p ')07 1 'SHED Ix 6.5 iL ------ - --- ------ 6,4o xi x pLAN-TIER :6.5 S -6 7 li 8 K 23 R., 5 .0, NN u 10 5. X- f7 q j x x A 4.8 x x 117 X 7 - n7I � I I > K 4. K iz :D to TE t L---4 ......... OF .......... .......... . . ....... UT- ------- :2t -- ----------------- --- . .............. --- ----- ------- - ----- - ------ ------- ------ - ------------- . ...... ..... . .... MB M ME3 2 .4 0 AMIL I fr ss F Er ss 8" ss R. 0 YA L P AL 1M... D R N 2. 5 . ..... ............... ....... W2 71 11 LIN ' ..... . ..... ............. . ............... .............. . . . . . ......... ........ 12 os . ........ '12.4 . ............ -- -,"- .... I I ..... . ... ---.k T'1----- I--- I--..- . . .............. x - - ------------- !;:z 0 . ....... D-8 C I 6.4 X 4, 6 13 D-1 x PROFILE DWG. NO. P-57 1 C 1 4.6 x x 'UNDI-R 114.0 cr� - CNS"'RUf-1Tio..N x f I I x x ........... . ...... . ...... x -p pp pp X- A x 2 3 I GOAL- �,.. 1 X I I r ,' Ir x 4 W 2 UIN p V D 8"SS . . ....... .. ......... I ... ... .. . . . ..... . ................ ........ ....... x x 14. x 14%6% D 4 4 x X . . .......... . . 4 < y x X, \x x x S7-15 E, -3 K2 14.4 47I I 1.�3 Q-8 IX t C or_ 2. -..* ... ............. ............. ............. . . . . . ......... . ... . ..... .... .... W�N ve 8" SS 8"ss f�1151AL �-'ALM DR ��NRVD . ............. ... .. ................ ............. ............. ............. ..... . ... 3 . ........ ... ...... . - ..... R .................... ............ 14 - - - ------------- ILP 14. Er GV 8 . ..X ................ IX x ii 4 ISEE PROFILE DWG. NO. P-61 -j- lot, 14.3 f . ........ . ... 10 on 11K op pp . .............. . ------ - - ....... 511 x ... . ..... 14 MATCH TO MAP L23 CADD DESIGNED BY DRAWN BY CHECKED BY APPROVED BY DATE REVISIONS REVISED BY CHECKED BY CADD FILE NAME NAME DATE DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS e SURVEYORS •SCIENTISTS e PLANNERS I 8744K23 ORLANDO TAMPA a. 0 STRUCTURE NUMBER COORDINATE TOP ELEV. INVERTS S7-6 N 1674107.58 12.45 6.48 K23 E 688354.88 S7- 7_ N 1673734.60 13.65 7.60 K 23 - E 688499.30 N 1673999.27 12.55 6.30 -57-14 K23� E 688075.48 S7-1 N 1673626.21 13.25 7.42 E 688219.79 vi 2 2 "4 J4 K 2) 2' 4 ` 4 KEY MAP 30 0 30 60 --- - --m MINIIIIIIIIIIi SCALE IN FEET PLAN K23 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS S-K2 PROJECT NO. 87-400 DATE JULY 1990 SCALE 1 " =30' SHEET OF MATCH TO MAP K11 0 SHED x x x x ... ............ ... .... .... . ..... ..... P v M T !01-8" SS 13.5 13 x x x DI 0 /H fft-D X 2 .......... - - - - _- -- - ---------------- o ce, qq TRAV-1—ERS Pi4L Ivi D R 4 FIVIMT --- - — -------- — ......... . - ------ too . ..... . .......... .............. . ...... . . — — --------- - -A \S > X LP: x x x z x — — ------- — ---- L '000j X .................. o1H - -------- WH x E NP 0 E" ENCLOSUR�- x x CN x uj 2 2 35 SHM x 3 x x x < ol pp x pp . . ....... . ..... L44 If x ! I . . ............ . . .... . ...... . .......... . ..... ... ....... . . . .... .......... ..... — — ------------------_--------- .... . .. H . .. . .. . ................... 171 . . ....... .................... . ... ............ . ................ . . ...... . ..... . . ...... . ...... . .. . . . . ............... . . ............... 25' Canal Easement 2 5' anal Easement WATER ELLEV 5.9 7-5-89 ------- .. . ........ ...... < . ........ ......... . ....... .. . . .................... . ..... ......... . ..... . . ...... . ... x x 1I L L % ............ .... ........ 4 -t . .... I 9 BEND 8" x 61 TEE 8 8 ........... 6 GV . ........ ........ . .......... . ....... ..................................................................... . ... . . ........ ... . ... ...... "Q ........... . ............. t W_ -------- go' � ............ ------- --------------- ....... ✓ . ......... _-S7 .... . ........ . . ....... . ...... . . . .......... . \S fill X T 8 SS 8 SS 8" SS. ............. . ........ . BENCHMA K _7 o, ME 77 . R.— ......... r. . . ..................... ...................... _. I I t• UT x 2 — M 7 2— T7 LP, —Ili W2 P ...... . .... ........ .. ---------- . . ........ (2, 1B . . ........ Li 1 13 55-23 I_L11 . ....... --- ---- . . . ......... SEE PROFILE DWG. NO. P-67] _4 .... . .. . ......... x 2 3 , !X X x _x — -- — ------- _X_1 MATCH TO MAP M 1 1 8 u T X, _X_ CADD DESIGNED BY DRAWN BY CHECKED BY APPROVED BY DATE REVISIONS REVISED BY CHECKED BY CARD FILE NAME NAME DATE DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS o SURVEYORS o SCIENTISTS o PLANNERS 7m8744L1 1 ORLANDO TAMPA CN a- 0 STRUCTURE NUMBER COORDINATE TOP ELEV. INVERTS S N 1681558.4785 10.20 5.00 L 1-12 E 684501.4315 55-3 N 1681185.4985 9.90 3.88 Lil � E 684645.9511 KEY MAP a'. 30 0 30 60 SCALE IN FEET I PLAN L11 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS S—L1 1 DATE JULY 1990 SCALE 1 It =30' SHEET OF MATCH TO MAP K 12 CL 0 13.5 x 13.3 x A 11 -4 �2 2. OOF 8`1Ss OOF PV,VT . . .... . .................. . ........ . . . . . ............ ........ ................ 54- ....... . ... ..... .... ................ ... x x 3 x 13,9 i l x '13 .5 Z, 3 -5 13,1 i wV) tt 00 1% t-Y --- T- XRE 0s —AT IT XA- ............ ...... T' H. w T- 2, 2" Er ss TRAVFLL'7-Rq PALM 11. 3 Zia - ------------ Tss PVNIT x 14.3 FTIEM I A LAY . . ........ . . ........ OU-N, NN, 4 x x 14, 14- 17 ........... x L .. ........ X-1 CONNECT TG,�- 6i WATER MAI Y---�- �-- --�-� 1_L x CONSTRUCTE IN PHASE 2 N, A L WKLI . .. . ......... x x 25' Canal Easernent�. 25' Canal Easement X . ........ - - ------ . ..... OR 658 Page 236 -p f x 3. 1 1 x OR 658 Page 236 x pp y IN U-T . . ................... - -------- . ...... . . ........ . . . ..... ....... . .. . .................... . ....... . .............. . = ....... ... �,7. . . ..... . . . ................. . ........... 1 !43' . . . ... . ....... . ... . . ................... ......... ........... . . ........... . ................ - . ............................ ------------ ---- . . ....... .—,v . ..... .. . . . ......... . ..... .. . . ... .......... ...... . ... .. ... ..... . ....... ........ . . . ........ .. .............. j . .. . . ....... . . . ... .. . ..... . ....... pp ......... ....................... ...... . ...... ..... ............ . ............ pp x - ----- ------ - :14 x x 5 -- --------------- , X, j x X. 7) 8 GV D-11 55� 4 89 c L12 4 T . . ...... . ...... . ... ....... . . ........ H 1c, . . . .............. y to R .8 U.NPVD . ..... ....... toss OF 8" SS or 8 tvi D 1,J, LA R ------- --- -7 . . ........... ............ VY 2- . ......... � N' A, ... . . . ...... ....... . .............. r x 7, . ....... ............ (-:� I - ........ . ....... - — --------- — -.1-11--- ,- -7- 9 7- s . . ......... . ....... x D-8 ............. C �. � \ � i �t; � �• � I '�\. ; � I I � � �� I � I �, . � . � ��- �, ,gig: ; � i �: A+ SEE P X s PROFILE DWG. NO. 6 GV ol NJ 5 ............... . IN __x j ................... . . — - --------------- Y. C N X A POOL Y x L—j 12. x pp 2.6 pp NA ---------- UT ........ x ...... . - Lj x x MATCH TO MAP M 12 CADD DESIGNED BY DRAWN BY CHECKED BY APPROVED BY DATE REVISIONS REVISED BY CHECKED BY CADD F1LE NAME v) -7 ,-Z x "SHED A N-N-1 59 .......... U-r 7- NAME DATE DYER, RIDDLE, MILLS & PRECOURT, INC., ENGINEERS *SURVEYORS •SCIENTISTS *PLANNERS 87441-12 ORLANDO TAMPA LL 0 STRUCTURE NUMBER COORDINATE TOP ELEV. INVERTS S5-4 N 1680812.85 10.00 2.76 11? d E 684790.42 55-5 N 1680439.93 10.45 1.64 L12 E 684935.00 KEY MAP 30 0 30 60 IN mm Mi I I H ME 21 IMI 111 SCALE IN FEET PLAN L12 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS S-L1 2 PROJECT NO. 87-400 DATE JULY 1990 SCALE 1 ps =30' SHEET OF MATCH TO MAP K 13 `4.2 ,`' �• X -� i3 � EE. E t 1 # f x i I i � j I f�'r 1 1 I • i' •�•4� ,4 ............... „__.._ . ........... .......... _. ,,, ,.,,, - _ �•- . --- _ _ m _...... . . _ ..__..__--........_. _ r .._... _.............._._....... __-_-___............... � f - r 4 . > 1Z P LAN l :. If f � � �• � I ;�. r i- ....._„� wm pu v 6 Q ma g" SS ' I 14.E x 8" SS r-7 % . 4. i __.""".�� ; ,..•-�'"-- i 1 • Lam. _ k . i � { �•-w�..,..�..,-T� %�-- -._... _ __ _...... _. _ _ - -- - _ __ .. .... .. ......... ................ _.. _. ' 1 ♦3 « ` _ _ ......... _ __ .... _ _ _._... -.., - �c--... 4,_ _ .. 0. 5_ _ .. _. --- — --- .......... ,......... ...... — Fl Fain` . •` ;\ I 1 ' 1.4.4. I I I I ...... 13,1 (10 t kI x `...� 1 .3. j \ r 1 �_• �+ , .♦ i ...,�• .� , ,; ter,- pp 4 L ; �.. ti .--� » - - - P _...__ _ _ _ _....._. _ _ _ _..... _......... �...... EMI z UT _, gym" _ __ i '1 _S -_..._.... ._» .. _._..._..._ .__ ............. osement R 58 P - -�-- -- t�.. _� �-•- 25' ono asemen� R8 -Poge 3 25' Cana 6 oge 236 — �t ._. . !� s.- ... ��: '�„"'-_....--•r w�.--_••--- _ ee •.� _mow_.._. .... ,..__.__...__• X •••..••.� . � , it •s ll �... - _ ..... ..._........._..... .................... .......... _ w . -� ` _ - ...... i i Jf t � ♦ •t � , � i � I t r E f ,♦ f1. L. ...... .___._,_,.. I 1 `� � '1' 1 i � I # �--�•w.._'_`_,_..`t l� j :` I '\ 1 I I ' •, r\ , Q, .� V V U `�... w ....... ........... •«•-..,•-„r . �`.,. r -^•-ti.,,.,,,, _ ..�_ . '....... i .....�..-._.. _ `, t i { -` ` ,, `��v`.� 1 r............ . t r^ , _...—.•. _ r __.._ _ _ . _ — Ve tom...-....._.,_,_ .»..-..............__........ •,..,._._....... ,,,_....._..... ... .. ........_- ------ -�-M -... .......-.........•,_,.,�, ..,r,. .._._._�.,__��._........__.._. ........,._._....... . --» '"""'"" ..n"`w^.r--•..�•.- _ « «..•u..w....,...n.. �,,.•ww,,,...r..,.�,,, �. , �.,M...r ........ ... .....-,..,_........ _. .. _ . _ _ i ` _ it s J_ ------- J I 1 I I ,,,...-•- . � I •• � I I `. ` 1 1 I r I I 1 I 1 � tEt �� ,� � ' . t ' � / , 1 1 rjJ ` SEE PROFILE DWG. NO. i CJ 1� �• `• I ? i t 4. X f y7=2"_ Tri pp X! 4 "" _ X. ,we.� _ _ _ ..X .. _,,.,,.,»_-_.-.,..._.x_.—_-__.,_____-- -_ ,_.*X'_ _.....,__—__—.... _X �%"t y � { � \\ � L .... i = { r ♦ i� � � L = j �`� ��:h � pp ! ` 12,3 J TIT -1 ' MATCH TO MAP M 13 CARD DESIGNED BY DRAWN BY CHECKED BY APPROVED BY DATE REVISIONS REVISED BY I CHECKED BY I CADD FILE NAME NAME DATE DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS •SURVEYORS •SCIENTISTS •PLANNERS 87441_13 ORLANDO — TAMPA STRUCTURE NUMBER COORDINATE TAP ELEV. INVERTS 55-6 N 1680066.64 E 685079.72 10.95 0.52 _03 ! - ! -� L13 14 V14 kAe I�14 KEY MAP A 30 0 30 60 SCALE IN FEET S—L13 PLAN - Ll 3 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS PROJECT NO. 87-400 DATE JULY 1990 SCALE 1"=30' SHEET 4 OF MATCH TO MAP K 14 DATE REVISIONS MATCH TO MAP M 14 CADD DESIGNED BY DRAWN BY CHECKED BY APPROVED BY I -- REVISED BY CHECKED BY CADD FILE NAME NAME DATE (B DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS •SURVEYORS *SCIENTISTS *PLANNERS 87441-14 ORLANDO - TAMPA STRUCTURE NUMBER COORDINATE TAP ELEV. INVERTS N 1679684.3890 11.34 -0.60 4 E 685227.9929 N 1679311.4090 11.75 N. -1'72 14 E 685372.5125 S. -3.90 W. -4.00 5 PHASE 6 ■ ■ ■ ■ ■ � III II ■ ■ ■ ■ ■ I �I Il IIIIII��I II II II II II i.il!I!f II II PLAN - Ll 4 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS PROJECT NO. s7-400 DATE JULY 1990 SCALE 1"=30' SHEET OF MATCH TO MAP K 15 4 I 1 )/ 1 _5 1:4.2 4.4 L L 1 4_L 2 — W2 8 vt SS PVMT LP x x" .... . ..... . . ..... . 12.5 TSS TRAVELRIS PALM CiR .... . .. . ... -- - ------- ............ . . . .. . . ......... x x p TER x x > X P1 . . ............ 2 M B )/B x A**R . ......... x . ...... . ....... x X L 12. 'X\ N x ci.6 NCI CCURE ............ 4 x x X El LLJ >< V) pp IT pp X pp p ----------- . pp UT . .......... . . ... ___7 .... . . . .................... .. . . ....... . . .......... ....... . . . . ....... . ...... _77_ . . . . ......... . .. ...... ...... . ... . .... 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E x . . . . ........ : t I I 31. 9 -2 2 T p 0 1 /0L c'4 Y x .......... x F, p pp pp UT Ix X pp 2.6 x X .7 MATCH TO MAP M 15 CADD NAME DATE DESIGNED BY DRAWN BY DYER, RIDDLE, MILLS & PRECOURT INC. CHECKED BY APPROVED BY ENGINEERS o SURVEYORS • SCIENTISTS o PLANNERS DATE REVISIONS REVISED BY I CHECKED BY I CARD 7LE NAME 8744L1 5 ORLANDO TAMPA 0 STRUCTURE NUMBER COORDINATE TOP ELEV. I INVERTS S5-9 N 1678947.7800 11.85 -2.78 1 121 E 685513.4868 55-10 N 1678574.8000 11.75 -1.66 L15 E 685658.0065 K 4 K I L15 KEY MAP �g� 30 0 30 60 SCALE IN FEET PLAN L15 PHASE 4 CITY OF EDGEWATER., FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS S—L15 PROJECT NO. 87-400 DATE JULY 1990 SCALE 1 " =30' SHEET OF MATCH TO MAP K16 t P00%_ 15.4 I 1 2 } ... _..... . r,,..._.._------ � r Al2-.� _ _._... MP MB MB 8" SS 4 4 ♦ ! ' 3 ` J4 ^ `b.6 0 € } X f A x 3 tt > € 1 ;tCL € ` 16.6 1 f x .7 15. 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CHECKED BY APPROVED BY ENGINEERS • SURVEYORS • SCIENTISTS • PLANNERS DATE REVISIONS REVISED BY CHECKED BY CADD F1LE NAME 8744L17 O R LA N DO — TA M PA W Q 0 U a STRUCTURE NUMBER COORDINATE TAP ELEV. INVERTS N 1677828.9502 11.65 0.58 �-1 E 685947.3226 N 1677455.9702 11,50 1.70 E 686091.8422 K16 Sj K16. L17 ,.1 M. 15 M,17 M181 KEY MAP SCALE IN FEET PLAN - L17 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS S—L17 PROJECT NO. 87-400 DATE JULY 1990 SCALE 1"=30' SHEET $ OF r� MATCH TO MAP K 18 I 0 0 x ' 0 f t 3 F Li t ' E 15.5 x t 5 ? 15.1 I f�i3 7 8" SS .._._......«...--•-----_•...«._-. T.._.....__._............. j r i i0. -7 y l z ': t , w f t X fl i i s E / t li J � � I I 3 1 S-6 • W2 1 .6 �,lH , , t t_• ..., t, 8"SS 4 1.3 11 ilFj(SSll -A, _... _ . r,... _ . I Ld 3 n' p^ � �. I 1 1 1/ R '' j' ' ('} ' Q i 1 i, E 4 s i 4 ' � 1 __. 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Y .y T' 30 0 30 60 SCALE IN FEET S-1_20 PLAN - L20 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS PROJECT NO. 87-400 DATE JULY 1990 SCALE 1"=30' SHEET 21 OF MATCH TO MAP K21 0 x 3,4 1 Q-7 W2 UNPVD 8"SS - .4 x x 13.9 4. LP 7-- 4 0, X- < r) P t c, — 13.6 I � 14.1 W2 UNP.- 8" SS oor ................. . . .. . . . . . ........... ... ............ .. .... ....................................... .. . ........... . ..... I. —A ---- - - ----- ...... L'. — . ---------- iz� — --------------------- ....... ---- — -------- . .......... .......... 41 S EL x E R X ;E 7-1 D-8 4,1 T E R -7 PL, —8 89 L21 D I;I :x I P� I I 1.0 7 12 x 2 FS E E PROFILE DWG. NO.-P 65 3 x x X < x .11 it 4e% le, x x x 8.4 0-5 L ......... t x pp pt,-�-,NTER .......... ....... ...... .... ........................ . .................. ............... .... -------- . . . ........... .. ....... .3 6 . . ........... — - ------------ - ...... . . ...................... . . ......... - - - - - ---------- . ... ........ 25' Canal Easement OR 658 Page 238 25' Canal Easement OR 658 Page 239 8 . ........ ......... . . ................ . .... . . . . ........ .. w.... . .... .... . .. . . .. . ...... 0 pp 13-9 . ... . .............. /2' 9 r x 4, 2 x x 0 . ..... - ------ . . .. . ................. ..... .... . .. x 5 j Z7- poo� ro -.4 O j 3 1-3 x y 12, f SHF-1 x x .4 13.f> X x '�i I I I . ...... _ ..»..._... _._ _ : I i i r l -8 D 18* x r I i I F LAQ-, F1 0 Ld D-8 C 57-28 D ...... . . . . ........... 7 _� ...... _ ........ _ . ... . ..... .....w.. ��__ 7EL L21 ....... .... ... ....................... ...... . ..... ...... . ... .. . ...... .. . ......... .... . .... . . . ............... ....... . . . . . ....... . ...... . .. ........ . . ................. ................ . .............. Jill 10 1 .. . . . . . .. ...................... y V — — -- — — --------- ql;�— . ........ . .... . ....... .. . . . ....... . .. .. . . . ... . ................... . . . .......... ........... Npvf L; A UN PVD Ash. V of 811SS 8"SS E D, R 6ISS 2-MB -MB JM.B.-RELLA . ...... ...... ----- - ... . ... ...... .. W2 . . .. . ............ ... . ...... ... ........ . .. .......... ....... .......... . .. . ....... . ..... ..... ............ x :. .......... .,.*.*.,.*.* ........... — - ---- . ........ . ........... .......... .... . ........ . w k S . . .... . ...... . .... ... . ...... 13 A 7- l3l[NCHMAR L P T I 4 D L21 U 31 1 409 A- x --------- ----- — ----- . ........ .... Y, 4. 3 ISEE PROFILE DWG NO. PZ:VL 6" GATE VALVE x x M: .... . ....... '2 x > t z Xilk t A, -j-EL 7-1 x X UI[50 —X- TEL TEL "TEL 14 A-� - u-T 9 T UT... . . ...... . ........... LIT .......... x p -i;RICK WAi L op p ► > x I z! 51 1 1 5 :D 4>� f 3 4. 1 X I � i l � 3 (0/ 413.1 x C x F0011" Rif)GF 72 . . ...... . ..... ......... . . . . B 8"SS , ;. r-, TRAVELZERS FARM DR r MATCH TO MAP M21 CADD IS"E DATE DESIGNED BY DRAWN BY DYER, RIDDLE, MILLS & PRECOURT, INC. CHECKED BY APPROVED BY ENGINEERS o SURVEYORS • SCIENTISTS 9 PLANNERS DATE REVISIONS REVISED BY CHECKED BY I CADD FILE NAME 87441-21 ORLANDO TAMPA 04 0 STRUCTURE NUMBER COORDINATE TOP ELEV. INVERTS S7-1 N 1675382.8132 11.70 5.48 L21 E 687217.7871 S7-1 N 1675009.8332 11.90 4.36 --L21 E 687362.3067 N 1675274,2705 11-50 5.38 L21 I E 686937.7589 S7-2 � N 1674901 11.70 4.26 L21 2786.2905 E 687082. KEY MAP 30 0 30 60 SCALE IN FEET S-1-21 PLAN L21 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS PROJECT NO. 87-400 DATE JULY 1990 SCALE 1" =30' SHEET OF MATCH TO MAP K22 t IS 0 x POOL- 13.3 7, , x $ , f L22 17-- r2 UINPVD 911 8 TSS x 13.9 x 4.9 CL Z, rX 1100 j 4 OS i FH X2 : tt -,+A x . 5 13,4 'N x If x 11 13-4. x . . . .............. - - --- -- --- IVB ............ = . ...... ... �4/ M 8 r-i I U ---------- . . ............... VBIVB X 8 SS or t 8"SS 1:3.6 x y W-� , ___ .......... .1 Na I VD TIRAVELE'RS, PALM DR C, UNP . ........... .. ..... ......... . ...... - ------ ........ . . ..... ------- .. ............ .......... ......... ........... . ................ .. . ..... . ... . ....... . ......... ........ Jo.r- y x x [SEE PROFILE DWG. NO. P-65-x ] a_ x x 13.1 x z _0 2.4 x 00 x LAj _j x CANAL SECTION 4 p! � lL D-2 0 LU is 1 V) 13,8 pp =3 x pp . . .................... . .......... .... . ...... . ...... . ...... . . .. ........ 4 11 . . ..... ...... 2- .. . . . . ..................... . ......... . . . ................. ........ . . ................ . . .... . ..... . 25Canal Easement OR 658 Page 239 , 2!!F Canal Easement OR 658 Page 239y 3 63 . .. . ........ ............ ................... .................. ... ............ .... ...... .................. . . .......... . . ......... x 5 ................ AIR RELEASE-VALVE- x x . . ..... ......... . ..... x 1-- 4 (SEE DETAILS),,. G Lri N. 57-3 57-31 ---------- i I I I Ixr3( f 7x .4 2 I -1 P, fft, S x 8' Y, . ... ..... ED I .... . ..... .... . . .... ....... . ... . .... .. . . ........ . .... . . ....... . ......... . . ..... . .......... . ....... . ..... . ........... ................ . ........... kl_ ............. ..... . . . ........... . . . . . ........ . ........ . ......... ..... ....... . . . ..... ...... ... ...... 2 . .......... ----------- UNPVD UNP�VD 5'ss 8115S 8"SS \< x M B RLE ILLA R E �f B W2 - A`2 .................... . ................................. . . ........ . .. . ........ ... ....... . .......... .... . .... . ....... . . . ............... . ....... ...... ............................ . . .. . ........... . . ................... ........ .................... . ....... . .. Si 2- .................... ..... ............. .......... I( . ........... 4. . ...... ..................... 4`� ........ x 5.. I _.__.� I 1...; I I , � • � I � � . ; � : , f__.._...._..._.�-� � I ,- � �4., ; 1 �I � � I i 4 I_3 4- x A 4. it > 9. 114.3 C-1 ISEE PROFILE DWG. NO. P x x A A -7 x V) >: ................................. 7A 2� 1W x x I x f I x 71 K --- ------------ T E 1- C. p 1 .4 . . ......... . ........ .... ..... .... .. '-JT --a . .......... ... . .... . ..... 3. x x X 14 5 i " 4.9 X. pp 13.9 MATCH TO MAP M22 CADD NAME DATE DESIGNED BY DRAWN BY DYER, RIDDLE, MILLS & PRECOURT INC. CHECKED BY I APPROVED BYENGINEERS *SURVEYORS *SCIENTISTS *PLANNERS J DATE REVISIONS REVISED BY CHECKED BY CADD FILE NAME 87441-22 ORLANDO TAMPA 0 STRUCTURE NUMBER COORDINATE TAPINVERTS ELEV. S7-20 N 1674636.88 11.65 3.24 1 22- E 687506.91 57-21 N 1674263.94 11.90 N 2.12 E 1.32 L2E E 687651.54 S 3.20 W 1.32 S7 30 N 1674528.39 11.47 3.14 122 E 687226.59 S7-311 N 1674155.37 11.90 N 2.02 E 0.48 L22 I E 687371.44 S 1.11 W 0.48 V. 2/ KEY MAP 44M 30 0 30 60 M SCALE IN FEET S-L22 PLAN L22 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS PROJECT NO. 87-400 DATE JULY 1990 SCALE 1 " =30' SHEET 23 OF - MATCH TO MAP K23 DATE REVISIONS MATCH TO MAP M23 CADD DESIGNED BY DRAWN BY CHECKED BY APPROVED BY REVISED BY I CHECKED BY I CADD FILE NAME NAME DATE (B DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS •SURVEYORS • SCIENTISTS s PLANNERS 87441-23 ORLANDO — TAMPA STRUCTURE NUMBER COORDINATE TAP ELEV. INVERTS N 1673891.00 12.30 4.32 E 687796.18 S7-23 N 1673517.99 12.25 5.44 3 E 687940.63 S7-32 N 1673782.42 11.70 2.23 E 687516.03 57-33 N 1673409.44 11.70 3.35 E 687660.57 K22' K2 L2 2 U3 L.24 PLAN - L23 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS KEY MAP y JECT N0. 87-400 DATE JULY 1990 SCALE 1"=30' SHEET 24 OF { c's nn• nrKir% MATCH TO MAP M 2+—% CADD DESIGNED BY DRAWN BY CHECKED BY APPROVED BY DATE REVISIONS REVISED BY CHECKED BY CADD FILE NAME NAME DATE DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS •SURVEYORS •SCIENTISTS *PLANNERS 8744L24 ORLANDO — TAMPA STRUCTURE NUMBER COORDINATE TAP ELEV. INVERTS 57- N 1673144.83 12.20 6.50 4 fl E 688084.67 1672833.39 13.10 N. 7.50 L24HN E 688205.34S. 7.60 N 1672673.47 13.10 N. 8.05 L 2!4t E 688206.18 S. 8.15 57- 31 N 1673036.41 11.70 4.47 4 E 687804.94 S7-49 N 1672663.43 11.80 5.59 '. E 687949.46 f L24 1 25 KEY MAP I mi PLAN - L24 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS n•r � ��'•'.. F �. .f FFFFFF�..,. XF rid^ DATE JULY 1990 SCALE 1" = 30' SHEET 25 1 OF MATCH TO MAP L11 DATE REVISIONS CARD DESIGNED BY DRAWN BY CHECKED BY APPROVED BY REVISED BY I CHECKED BY I CADD FILE NAME NAME DATE DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS •SURVEYORS •SCIENTISTS •PLANNERS 8744M11 ORLANDO - TAMPA N STRUCTURE NUMBER COORDINATE TAP ELEV. INVERTS 35-20 N 1681449.99 10.80 5.40 Mll E 684221.64 1 N 1681077.03 10.80 4.28 Mll E 684366.20 55-38 N 1681341.53 11.60 5.87 E 683941.81 9 N 1680968.56 11.85 E 684086.37 4.75 L`V L `12 f M11 s 2 KEY MAP -�$k • •• ■ k■» 1 ■J AE' i'■i 'I PLAN Ml 1 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS c e DATE JULY 1990 SCALE 1"=30' SHEET 28 OF MATCH TO MAP L12 a a 0 U Q DATE I REVISIONS MATCH TO MAP N 12 CADD DESIGNED BY DRAWN BY CHECKEO BY APPROVED BY REVISED BY I CHECKED BY CADD FILE NAME NAME DATE I ID DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS e SURVEYORS *SCIENTISTS *PLANNERS 8744M12 ORLANDO — TAMPA STRUCTURE NUMBER COORDINATE TAP ELEV. INVERTS S5-221 N 1680704.08 10.65 3-16- 12 E 684510.79 3 N 1680331.12 10.80 2.04 M 1 E 684655.38 -40 N 1680595.62 12.10 3.63 M1 2 E 684230.96 11•95 2.51 M141 E 684�75.556 KEY MAP ■ ■ ■ ■ ■ 'I �I II i!Illllll II 11 11 II .I I� I .I PLAN - M 12 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS -r+ e PROJECT NO. 87-400 DATE JULY 1990 SCALE 1 " = 30" SHEET 29 OF PROJECT NO. 87-400 DATE JULY 1990 SCALE 1 " = 30" SHEET 29 OF MATCH TO MAP Ll 4 CL 0 . . ............ x H E 10 12�3 x It t (A: N 1) E R %0" C.ONSTRUCTION CONNECT TO EXISTING 55-25- A x > 6" G.V. M14 2 N'TER OAL PLANTER S5 M 1 4 pf oLANTER Nz- - ------ -7-1 I It e� . .... . ..... 'T ..... . A, ............ . ..... W2 ME3 9,4 71T -V� 7311� .... ......... UNPVD U,NPVU X 0.2 4 > er ss� 8" SS 03 V1 CT, PA".110 DR 2T- o. . ....... . ....... 9.4 ....... . ........... . ........... . ..... - - - -------- - - -------- - ----- -- - - ------- - ---------- -- - ---- - ------- - --- - --- - - - -------- 8 \ I �....! r 1 I 1 \\ /f ,% I tl �,. .... } - # � ! � ��•�--� 1 1 1 rT1 f I _. x 2.8 ROFILO\ DM�. No. OAL X 12,7 X 0\ t x 0 13. L-44 . . . .............. .............. x 0 z 14.4 T t � � I I -r i�j -wo LL- ................. SHED ............ . . ...... 1.4 .. ..... . ...... .... .... -- �T x x .3.41 /< PVV-T .. .......... 8 S IdElk 4 .00--S z ........... ....... . ..... . . . ........... 55-43 M14,1 x 12 , 22 x 7�- x . ......... . . ..... SHED x X 00 00, Lli L(1Qj x X POOL 24- 12. WAL XJ L 4.2 X, I I € t ul-) 3, 55-44 x .3 D-8 M14 x l SSf - i % 5 ............ ............. . . ....... . ....... . . ............ ............ . ........ - - - --------- i WA m 7 ............. . ..... ....... ........ . ............ . ............... . ....... w ------ ---- ........... ................ . . . ... ..................... ............ .. . ........ . ........... PI 8 SS 8" Ss . . .......... . . ........... ....... . . ..... N "vv uf� . . ................... --- ------- ......... ............. INA . .......... . ..... ........... .............. ------ - ------ . .. . ........... . . ......... . .. .... ......... . ....... . ... . ....... . . .......... . . ...... ...... -MUNN""= . .. ..... ........ w ........... .. . ................. . . \J' 8 1z LA- j -8 1k D % 0 D �c >( PLAN CR ------------- J$tE P . . . . .......... ROFILE DWG. NO. P X .3 1 T x 00 x-- --------------- lo 2, f > x I SHED 17 D x 11 L -- -- --- x- X, 5 5 pp pp c op -t.�4x rx-x 7 4 x X J, X ........... ........ MATCH TO MAP N 14 CADD NAME DATE DESIGNED BY DRAWN BY CHECKED BY APPROVED BY DATE REVISIONS REVISED BY CHECKED BY J[CADD FILE NAME 8747M =4 DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS* SURVEYORS *SCIENTISTS *PLANNERS ORLANDO TAMPA LO a- 0 T- o ti STRUCTURE NUMBER COORDINATE TOP ELEV. INVERTS S5-25-, N 1679585.23 10.15 -0.20 M14 E 684944.55 S5-2 N 1679212.15 11.00 N. -1.32 E. -4.84 M149 E 685089.11 S. - 3.7 2 W. - 4.8 4 55-3 N 1679476.76 10.90 0.27 MIM E 684664.72 S5-44 N 1679103.80 11.40 N. -0.85 E. -5.68 MIA I E 684809.30 S. - 3.31 W. - 5.68 M141 E. 14 N,5 KEY MAP 30 0 30 60 on I m OR as m m SCALE IN FEET PLAN M 14 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS PROJECT N . 87-400 DATE JULY 1990 SCALE 1 = 30' SHEET 3 OF MATCH TO MAP L 15 r, il DATE I REVISIONS MATCH TO MAP N 15 CADD DESIGNED BY DRAWN BY CHECKED BY APPROVED BY REVISED BY CHECKED BY CADD FILE NAME NAME DATE I (B DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS •SURVEYORS • SCIENTISTS 9 PLANNERS 7m�874 4M15 ORLANDO - TAMPA STRUCTURE NUMBER COORDINATE TAP ELEV. INVERTS S5-27 N 1678839.32 10.85 -2.60 M15 I E 685233.71 S N 1678466.36 � 1.15 M1 E 685378.30 - 1 •48 45 N 1678730.85 11.35 -2.20 Em E 684953.89 S5- 46 N 1678357.89 11.55 -1.08 -1415 E 685098.47 {..14 M15 yM16 i 4A. f i ..� N 1 6 x1lasky,02% PLAN - M 15 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS 87-400 DATE JULY 1990 SCALE 1"=30' � SHEET � OF MATCH TO MAP L17 - - -------- x ` 4,4 £ L. 2.2 x T r I 12. �"- 4. �� _c..........•. 5 \ t ,i ir/ � M_ "'_"....... .........w.. .....- .....-..ww R Y 4 \ V 1 SMf 3 \ V 1 A L' \ D 8" S s ll $» s s f <� i V c rr_..,,,w,rn ./ wV.�Y•�FMw.�wMM ,w..-........_...._....... _r_..___........rrr.._>r..,-._...•_._..__._,_..-._...««..._.._.w_«..-._,...,«..... ...-•.��rn._. w�a•«--«,v-...... ....vr+.......... .�.- •.�..r..�"..r .w...�++•"_r-.".s.�♦ �4 .............. _ _.....•....... _r ..... t sSC'-".,.,.--.-_w.:v,..w.......,..""-�..r_..-...i:.:aWi�MK•^-�MFs:::•__-^wOf�aosrww.. `I' 1 ,[.. ___ ,.^.......w....-..,.....-. 8" SS _..rr._.v..wrr.+_ «...r•rr .......__. .--..�. _ .......... UNP O. �i _ ..___ __. f I 1. 1 I I I I ! I I � I J �: ;� srj,8 $' I I 1> 1 I I I I 1 I I 3» G V "' , I j �-•""'• '"' ( I 1' I I 1 I L� 1 ( � I 1 J i' ! � i � f ( 1 y I 1 SEE PROFILE DWG NO. j ml �. ► X " j li f \y\ POOL Ix f � � I `•�� i I � � ;. TV X ,, F pp SH pp3.3 X }f` i../�_.........__....__a_w�l....._.._.................X.._._....._...........w�(.._........-_...v._....—.awv............___.__._..+Y=�rA: w...w_wrw�! �( «.._.�..�w.._X,_-n,w•h.....�..,......_.X'........._... E Tv i `� rill X x I� z € Y— i a l i s �w «.-_. ENCLOSURE J` F ' l L.sr i ,w 7. �• EEf i ?3 i S € i i I12, It ' l •fit`'^'- i S^ i Ivj, I I I I I I �f\- S —4" I� «.—•_..-•" I r:;�y, T �—.,..,�...._,, t, '> ° 1 1 I I I 1 1 I f� 1 ? 1 � 1 ; 1 _............. _.,_ L / r « ....� o.,� --'---""y� _.......... .... ...... �--- ` �,..,..._.....,.M+�..�... •-- """"="•"�.r.._1 �?�: ......_.._—._..�....._.... s < \--•...�.... «•.-.,.,�.._,.,...:W. - - -- ....�..�:��".•...... _,.,. w�...�.....�. ....,..,. ...me.e - � ':- ......"..;...+- '..�.'�.".--"'•-- l� � /"' `�� yE.i `_ ..�..".'—w,.....+�w_.f,,,�+.•,•�.--.�...._._....},......2 �.._._..�. """".....w...�..�....w �,y—"�.... tt t E 8" ss .............. r 8" SS 8" SS v`' 'ILL - OAK DR 3"GV _ _ w........................._ _......_ �µ ................._..___._..........._..... • ^ ......... ....... . . ...._......... -� r,........ �..�..... .....,.,...•.,.� p ...... Y-._........ _......... .... . —. _ u , r ` 12J. — $, ;w� � 14-21 SEE PR FILE DWG. NO. P-76 r' _ «.... ._. .- --i qt 1�..-,..,.._w.�..._..._..w.._ •r:f.. /". i `� _ ! f ' =s = _ f X t e i V. ' p P"Jam• 1 5, L! f = t i i f �k . !a r 001« x i Yi i \ .-. .. /✓ • f ` i € X, .. _.«..,.. '� X ? W mi l t 1 rN MATCH TO MAP N 17 CARD NAME DATE DESIGNED BY DRAWN BY CHECKED BY APPROVED BY DATE I REVISIONS REVISED BY CHECKED BY CADD FILE NAME =87=4M DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS •SURVEYORS •SCIENTISTS •PLANNERS ORLANDO — TAMPA COfr X co g STRUCTURE NUMBER COORDINATE TAP ELEV. INVERTS 55-3 0 N 1677720.45 11.60 0.76 M 17 E 685667.47 5— 1 N 1677347.50 11.60 1.88 M17 I E 685812.06 —49 N 1677612.00 11.75 1.116 E 685387.64 S5-49 N 1677239.04 11.65 2.28 M17 E 685532.23 1 L1IF M17 M185 N161 I E 1 N aPv PLAN - M17 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS PROJECT NO. 87-400 DATE JULY 1990 SCALE 1"=30' SHEET OF MATCH TO MAP L 18 DATE REVISIONS MATCH TO MAP N18 CADD DESIGNED BY DRAWN BY CHECKED BY APPROVED BY REVISED BY CHECKED BYICADD FILE NAME NAME DATE DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS •SURVEYORS •SCIENTISTS •PLANNERS 8744M18 ORLANDO — TAMPA rn STRUCTURE NUMBER COORDINATE TOP ELEV. INVERTS N 1676974.79 11.60 3.00 E 685956.68 55-33 N 1676601.36 10.73 4.12 E 686100.67 55-50- N 1676866.71 11.85 3.40 E 685676.65 1 N 1676493.29 11.90 4.52 M18 E 685821.34 : L1b Brie Lc N1 N18 NI to =Em ■■ KEY MAP PLAN - M 18 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS 41 87-400 DATE JULY 1990 SCALE 1"=30' SHEET 35 OF MATCH TO MAP L20 J., . . ........ ..... S 8 8 X 13.6 it .4-ol SHED x 1 3, :5 X I ;T U, — — -- — --- ------------ H: x PP 0 . ............. i A A 4, 4. 3 D-8 .2 < I , -4ii Al x i 2,5 x x X x x . . ................. . ..... . . . . ........ S 00' . .................. ......... .... . ....... ...... . . ....... . . . ........ . .. . ......... . ......... .. in m (7, W2 - .4`773_ VD 87 S s V I Of R ic y LD UN"" 10,4 ...... .... - ........... . .... ...... - - ---------- . . ....... ....... . .............. H . . ......... ....... . ......... .. ---- — ---------- 89 .......... 3, . . . .............. x 57— I/ x t X 8 M20 x 3, UNDER. 0 N S 1" R U C71 N . .. . . ........... . ...... iiF o ISEE PROFILE DWG. NO. P--172 SEE PROFILE DVJG. NO. P tJ, x 13. 3 x p F x ........... ............ - - - x .. . ................. . . . 4, & S7- 49 x M 2 A 4 > A Ix x 4 %N 7 GV x . ............ 4 . . . .......... . ...... ............. UT -=F'-;-;-% --- . . ..... ....... ... . . ...... . . W6 -- ------- - . ...... . . .... ......... ------ - . ......... ...... \1�1 E3 .8 fo OF loss Bull ss 8 . . . ..... . ....... . ...... -------------- ------- 0. 4- -V ... . ..... .............. - ...... ---------- ......---- --------------- ------- -.. ........ . ........ . ..... ... .... --- - ---------- ... . . ........... ..... I . ...... ........... — - - - - ----- - . . . . ......... . . . .. ......... ............... - - - - ------ - ------ N 84_1 ... ... ..►._.. } 1 1 _i. _ .� 1 /' �� 1 / 1 \ i i 1 : "f 1 1 I l •Er 0 L S5 4 �zl y M n . 4 165 ..... :1 - - - ------ - x it . ...... . __: Z ;M)w SEE -,PROFILE; DWG. NO. P ISEE PROFILE DWG. NO. P 76 Uj ... .... ......... x -1 ............. X 9 pp p ...... .... . ........ . r 512 � I �f 3 f � f� � y � �3 (i X, Aw� xIt 1 0 E Y x p x pp MATCH TO MAP N20 CADD DESIGNED BY DRAWN BY CHECKED BY APPROVED BY DATE REVISIONS REVISED BY CHECKED BY CADD FILE NAME x X, x NAME DATE DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS e SURVEYORS • SCIENTISTS 9 PLANNERS 8744M20 ORLANDO TAMPA STRUCTURE NUMBER COORDINATE TOP ELEV. INVERTS 55-361 N 1675785.9 11.35 6.60 M20 J E 686417.8 S7-381 N 1675538.70 11.70 6.90 M 20-J E 686513.28 55-541 N 1675677.2 11.80 7.13 M20 E 686137.7 S7-49 I N 1675430.27 11.80 7.02 M20 JE 686233.45 1 1 1 9 t 2: ..20 L M. WD M2 N19 N 2 () Ifv 2 KEY MAP Owl- 0,111IN'T 0 1 PLAN M20 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS PROJECT NO, 87—400 DATE JULY 1990 SCALE 1 to =30' SHEET 37 OF — Lw�A I MATCH TO MAP L21 4L WL —A;p X x X 4 4,7 0 X x �.� if „' �' T-7 114.1 S7-40 14 FL�4 x .6 21 57-391 M 21 1 . . ............... _� _2 . . ......... . __I ........... .... ......... B U. 'Fig ................. . ..... . . ...... - W2 1V a m B UINPVC 8" ss Now u Vir"Ry FPA! M R x 4_o 5 5 x I BRICK WAL L L 141 x >: CIL _5 4,4 x >/ I r •e D-8 ►BR:CK J i WA ILL c �4 8 X BRI WALL X, RICK WALL Me w1n e UNPVD f,% -7 ............ . .......... ........ . .. ..... . wm . ......... ol r 14.6 x A"7jo� -Ti [SLL PROFILE UVVU. NU. H— /%5 3\ 14 x 14 x .-A x x X X x x pp ........ UT ............ UT /* y t 1. 'XI 15,3 X T EL X 4 5,7 x >; x e_4 v IN u r_ T CONSI RUCTION\ CONSTRUCTION S 50 7— 'X M21 X i f ------ . ...... ....... . ..... . ..... . ... . ...... .. ............ .......... ...... . ........... ............. .. . ............... - — - — ----------- . .. ......... . .. . . ........ ................ ...... ... . . ........... . . ........ . . . ........ 4 8" ss— x IT, Wk L�� j A 59 x 'X x .................. ....... . ..... . ... ... . ...... ... ......... .... ..... ............ . ... ..... — . . . . ......... ------ wr . ...... . ..... W I . ......... . ........................ ... . ..... ... . PVNAT 8"ss 8 ss ViH-11-OW &�,X D-R M,;3 i o-3 . . .......... ......... . ....... . ...... ------- ----- ------- ---- I ----- - ............ . ......... . . . ..... --------- - ------ pp 14. Y it ....... . . .... ........... ..... ......... .... .. . ..... .. ................... ........ . .......... . ............. . .... .. . .............. ............ . . .............. . . . — — --------------- — ----- ---------- . .. . ..... ............. ...... ........... . ........ .......... ------------- .. . . ...... .. . ............. —7 . .......... R .. ........ . ....... . .. ..... . . .... . . ......... . ...... ...... . ....... . ............... . .............. ...... . ............ . ...... .... - — --- — ---- ------------------------- - -- — — --------- ........ D-8 . ..... . .... ...... 8# 8 E D-8 LAN I R I I � I �D— �� I I ^� I� I I..............J � }� s I ................ ...... 4 A >14. X ISEE PROFILE DWG. NO. P - 7 7 X 15)/ xi X L x x 4 KR EFN X :11 ........... ------------- - ------ - 4 x --- -- ---- -- 7" 4. x H i x p 0 AL 5 x X, FIOOL� pp pp pp ...... . ....... . ....... > 4 x X pp ,9 4,,& 2,9 L. 25Drainage Easement Per Plat MATCH TO MAP N21 CADD NAME DATE DESIGNED BY DRAWN BY CHECKED BY APPROVED BY DATE REVISIONS REVISED BY I CHECKED BY jCADD ME NAME 8744M21 DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS * SURVEYORS •SCIENTISTS *PLANNERS ORLANDO TAMPA STRUCTURE NUMBER COORDINATE TOP ELEV. INVERTS 57-39 N 1675165.73 E 686657.87 11.70 5.78 M21 S7-4Q N 1674792.78 E 686802.46 11.80 4.66 M 21 S7-5 N 1675057.31 E 686378.04 11.60 5.88 M 219 57-51 N 1674684.35 E 686522.62 11.35 4.76 —M 21 1 22" M21 '122 N21 N KEY MAP PLAN M21 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS S—M21 PROJECT NO. 87-400 DATE JULY 1990 SCALE 1 " =30' SHEET OF MATCH TO MAP L2 2 DATE REVISIONS MATCH TO MAP N22 CARD DESIGNED BY DRAWN BY CHECKED BY APPROVED BY REVISED 77CHECKED 81' ICADD FILE NAME NAME DATE DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS •SURVEYORS • SCIENTISTS 0 PLANNERS 8744M22 ORLANDO - TAMPA STRUCTURE NUMBER COORDINATE TAP ELEV. INVERTS -41 N 1674419.86 11.50 3.54 E 686947.03 S7-4 N 1674046.91 11.80 N. 2.42 S. 0.66 M E 687091.61 E. 0.36 W. 0.36 7- N 1674311.40 11.40 3.64 M2H E 68666721 75 N 1673859.86 11.40 N. 2.52 S. 0.94 M2 E 687242.33 E. 1.20 W. 1.20 Y � v.—a� N21 Nf..r N23 KEY MAP y tMm'tR.3 a es 30 0 30 60 SCALE IN FEET PLAN - M22 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS -M2 PROJECT NO. 87-400 DATE JULY 1990 SCALE 1"=30' SHEET 39 OF MATCH TO MAP L23 X V Z-o 5 10 4. pool- 14.2 x 7 -X4 x x x X U -R CONSTRUCTION N D:* D-1 1 C 57-44 s7-4 "I I X 5,2 M2 1 x :X! I I I I I 14, x I i . I I rD - 8 1 4 . . ............ 4 1 < C .... . . .. . ........ . ...... -------- ...... . . ........ . . . ........ ---- -------- 1,4- . ...... ................ ............. ...... . .......... . - — -------- ------ w- ---- - -- - . ..... . ...... Q W2 2 16 MB B SS 8 6ISS, x Vj'r7CRY PALM DR 3 11 0 V LIN — - -- — - - -- - ------------ - - D N-/ It A .. . .................... 10.4 x E . . ........ ...... . .. ...... ........... . . .. ............ ... ............ U7 U! . . ......... . ........ Ttl- . . . . . . .................. ...... - — -------- V TE R I. ...... X x 8# 8 ___..__._.. _...... _. _ I --x ---------- x_.__._gym« I I I\ I I _ _ 3 X1, ISEC PROFILE DWG. NO. P-73 4 1 44 15.8 1 x x K x .... . . ........ . x -T- X ---------- o x . ..... ............t Jr i t �, j i It I I >1 4. 4.4 5 5' x PGOL. >1 X X� X, 9 SHED . ....... x 10 L--X-----)< . ....... -p -x -x — -- --------- x Pp x P� x X p 8xl. pp x 5. 3 POOL p x -20 >/ . . ....... . Lx- X1 WALL 4.4 V� 14-- 14 x X ?-R UND' CONSTRtk-TION x 4. 6j x >11 x. . ......... x L D-1 1 F A, 4 . . . ........ C 4. 8�K 7 .......... - 00 x x ................ T E — - - - ------------ ............... .... . ..... . ...... . . ........ ...... . .... ... ......... . ...... . ....... ..... .... ........... . ............ I A- AW.6 I-Ift"" . ...... . .... . .... . . ........ .. . ..... . . ...... . ..... . ........ ... .. ..... . ........... ------ — — ----- ............ ........ .... . . ...... . ........ — - - --------- vf-- 8"SS 8 SS 6'ss WILLOW AK D R 3 GV- .... ..... . .............. ------ - - -- ----------------------- - - - ------ ................ .. . ........... --- - ---- ... .... Ml A . ......... .... . ..... A, - - -------- . ....... . . ......... . ..... . . ........... 71 ...... -------- - I 2-L,\ 2 .............. . .......... ........... ............. - - ----- . ..... ....... . .......... .................. . . . ... ..... . ........... 11 11 . I ......... . .. ........ --------- - . . . . .................. . ....... ti . ............ .. D-8 i E jj -5 x IS7 d 1 M23 ot: 57-54 ......... . .. x x M23 01 SE OR-E DWG. NO. P A 1'� ........... + 2 .... .... . . ............... . x x /y p 0 L X 7-44 4 M D-8 VA X1 { 1f i fj rF .......... 0 x.... . . . ...... oil I . . ........ . ........... . �x —x ..... X x p, 25Drainage Easement Per Plat T-1 5 .5 F p x pp -X-- ----- zwm�- 9A MATCH TO MAP N23 CADD DESIGNED BY DRAWN BY CHECKED BY APPROVED BY DATE REVISIONS REVISED BY CHECKED BY CADD FILE NAME NAME DATE DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS o SURVEYORS • SCIENTISTS o PLANNERS 8744M23 ORLANDO TAMPA a_ 0 STRUCTURE NUMBER COORDINATE TOP ELEV. INVERTS 57-4 N 1673674.03 11.45 1.78 M23� E 687236.17 57-44 N 1673301.07 11.60 2.90 M2 E 687380.72 57-54 N 1673565.58 11.80 2.06 M23 E 686956.35 57-55 N 1673192.62 11.50 3.18 -M23 E 687100.91 1 1 1 L24 N 2? 2 IM 2 3 N24 �s \ . ? , t 30 0 30 SCALE IN FEET —M23 PROJECT NO. PLAN M23 ts/-4uu DATE PHASE 4 JULY 1990 SCALE CITY OF EDGEWATER, FLORIDA 1 rp =30' FLORIDA SHORES CAPITAL IMPROVEMENTS SHEET 40 OF -- x UIT FOOL MATCH Tn MAP 194 n 204 Q_ 0 ZI x SHED S C, R E EN ENCLOSURE )k x UNDER 1 CONSTRUCTIO�� IE t� : � I � L---- — ------ � 3 , I E I .J . ......... . .......... LP 4, x a. 14. x x x 15.4 0 x 114. T— X \,O) / x 14,2it I � I .• r - ................. K. x W2 Vl- vs 2—ty!B �le ss 2—MlB ss� re Y PA. M CD R UNPVD VICTO ---------- .. . ........ ...... . . ..... ............... ........ ......... . . . . ...... . . ............ .... . .......... u I 14,1 x S, 3. 6 x cl I~' p It IN LP /'N it s.. . ........ EL 4, 8 4, x AL 0! x PLf`R X L x I 4. SEE PROFILE DWG. NO. P -7 14,1 ld x X 1 3 .6 If C t x x x x p pp pp x L y TE X -7 6 - - f lo 1.5 . . . . . ........... . .... .. . . ..... If N S7-57 —5 57 0 A: x It' ." j -VE M24 x M 4 1 -1-1 )l . ......... 56 7 4 4 x . . ........ F x iUT I . K— z;** . .......... . ... .......... . ......... .. . ..... .. ........... ..... X — m— . .........�: ..... � - — --------=------------ ..T W...... ......... ----..— .6 .......... W........ ---/ l w . .. ......... X 8"SS j^ 4 I p CC. 2 — V.. PIS . . . .............. . .. . . . .. . . . ............... . ..... . . . . . ....... ......... ......... ...... .. . .................. . ... . . �t. I I I I� x pp UT TEL. H. ED --- ----_-_- T'%:-* L p p ; .......... vm PVC- 8 Its "A W OAK DR . ......................... . . .. . . .................... ........... . . ........ . . . ........... . ..... . :1 t, !"�, /� �. " jr, V ........ . . m S _7 o ma jr) Mle 1, 1 VIP, ...... . ....... So 't .... . ..... ...... ........ --- ----- - X ... ............. ..... - - - ----------- - ---- wm. IT L v; W . ............ . ......... jJ.............. h IN po ISEE PROFILE DWG. NO. P ... . ....... . _)X >( i> a. x 1.3 MATCH TO MAP N24 'A CADD DESIGNED BY DRAWN BY CHECKED BY APPROVED BY DATE REVISIONS REVISED BY CHECKED BY CADD FILE NAME Cl 2 NAME DATE DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS e SURVEYORS •SCIENTISTS e PLANNERS 8744M24 ORLANDO TAMPA STRUCTURE NUMBER COORDINATE TOP ELEV. INVERTS S7-45 N 1672927.99 11.95 4.02 M24 E 687525.24 S7-4 N 1672555.00 12.30 5.14 M249 E 687669.73 57-5. N 1672819.56 11.90 4.3Q M249 E 687245.47 S7- 7 1672446.58 11.80 5.42 M2n I E 687390-00 I I Ln SQ O ".I . 2 3 !-"4 L 2,t, M. 2 3 M24 M 2 -1 N 2 _3 N24 N25 K EY MAP t. 7'- 30 0 30 60 SCALE IN FEET — M 2 PLAN M24 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS PROJECT NO. 87-400 DATE JULY 1990 SCALE 1 to =30' SHEET 4 OF MATCH TO MAP M 12 x Poo 1 3.4. '1.4 3.4 . . ........ x li x 8 -3. 4 X 3. F 12.4 H'. F_ X 59 U N DE'R -C`0 N S T R U ('7 10 N . .. . ......... S5-58 Y-22 361 x )iE NCHMARK 2 .3 N 12- x D-8 8 8 C 4 -3 jp x � LP ..$V . ................ . ........ . ............ x......... . ..... . . . ...... . . .......... . . ............ . ..... ......... . a J ........ ......... ... . .. .. ..... . ..... Z_ * 7rl" 0 T'_'_ - MB U N P VrD; 55-56 8"SS SS) 6'ss x 12. 3 Nl? il.) N P D R yu i-r- i RE;_ v* w . .......... . ....... 3 . . . . . . ........ ol_ .... . . .... 3 j4 w- 12. ... . . ... . . . . . .. ......................................... x 13.0 CL 0 X -Z -Z -S5-7 jr X t 14.2 /p 2,6 X V) 00 g f r F...... il- � \` « _'wr""\\ i � � _ «` ..- . ...... . ......... IGOAL x 4,1 13,1 p L x x 14 -------- L_ [SEE P ROFILE DWG .. ....... NO. P-78 X ;Kl t 4 x x >11 x x N" 71 x .4 c� y i 0 L7 - - - ------- V I x CL BRICK Z. B.. A4 WA�L_ X, 12-EL r- -�EL 0 .. __ _ ___ 1.11, p p . .. . ......... UT . . ..... .... ,j. I 0.5 A PC x Z JT .... ... ........... . .. . ......... . EL pp r 0." pp 5 IN LLJ T of 0 a xi X LLJ 2, X 5 12, 3 x UNDER 7 S S5-75 WM 0NS_!'RJrT:0N 6 G. V. N 12 IN, _ X ...... x 27T ff D-1 1 t ,� » __._ ._ __ ._ .« �..� 1 E I e - _......_ I I I I �• .......� I I !''- i Xc I I x 8 -4 55-74 1 x 8 Ss TEE N12 x 1 -.0 p 1 3 ...... 2� 1 GV ....... . . . . ....... . . ........ . .... 12.1 Cj ).9 - �>l i .. . ....... .. - - ----------- - . ....... . . - -- ---- A -A'_ y - ---- ------ ..... . ........... ... 1, ... . . . ..... . ..... .... . ...... .... . . . . ....... . ...... J. . . ........ ... . . ....... Hit .. ........ . . ..... ..... . . . ... ....... .... ... 'D "_:N r I V D PIP X 8 ss 8 s 8�' ss )N n n L.,A, ... . . ..... IJ AD LYR - ---------- ....... ...... . . - - ------- - - - -------- ....... . ........... - -------- - - W2 . ............ ---- - -------- - .. .... . . ....... ....... . .......... . . . . . .................. . .... . . S5-73 . ...... . . ......... I,-" ...... 0. 7 t ......... . . ...................... .. .. ................ s 777' D-8 ir N12 1 1 .3 C > < . . . . .. .......... z I x x_ ,: >1 r ISEE PROFILE DWG. NO. P x x Ito L 3 ........................................ - x -5 < 87 x N12 O/H x T, 2.3 st I 'Ni L .... . > 89 %x 50 P F pp u- 4 ---------- . ....... NN p p TEL x PP MATCHTO MAP P12 CADD NAME DATE DESIGNED BY DRAWN BY CHECKED BY DYER, RIDDLE, MILLS & PRECOURT, INC. APPROVED BY ENGINEERS • SURVEYORS • SCIENTISTS • PLANNERS DATE REVISIONS REVISED BY CHECKED BY CADD FILE NAME 8744N12 ORLANDO TAMPA STRUCTURE NUMBER COORDINATE TOP ELEV. INVERTS 55-56 N 1680757.73 E 683846.43 11.20 6.22 N12 S5-5 N 1680487.19 E 683951.31 10.80 5.41 N121 55-5 N 1680114.23 E 684095.89 10.80 4.29 N129 72- N 1680710.77 E 683725.26 11.00 5.90 Nl 2- S5-73 N 1680649.33 E 683566.76 10.80 E. 5.42 S. 5.32 N12 S5-74 N 1680378.79 E 683671.64 10.80 4.51 N12 55-7 N 1680005.83 E 683816.22 9.70 3.39 N12E 55-87 I N 1680596.61 E 683430.72 10.70 5.79 1 1 N12 z 0 X KEY MAP m 30 0 30 60 SCALE IN FEET S-N12 PROJECT NO. PLAN N 12 8/-400 DATE PHASE 4 JULY 1990 SCALE CITY OF EDGEWATER, FLORIDA 1 " =30' FLORIDA SHORES CAPITAL IMPROVEMENTS SHEET 43 OF - MATCH TO MAP M13 N Z Q 0 U H SHED DISH �`'• { i �-�" 1 1 � i __ . ..._.._...- _....._.....__•----••m»•.. ; i 7 j 1 � E ° i �3 E � _`i � � .\ 1 � \, ' { G1'' ' � s ..� t fr! � i � j i � rt � .✓ 't � f • • T [R J � 1 � t } E ; y-•. \ � i i [ , w�J t %'• \ w '1j �w I f? ! f f x I _ 1 i i •� s , i X �� i � I j r � \ ` 9 E[ _. _ _"' __ .� ._. k ___ _--..—_ •` ( A.` ; F I \ I _ 1 i «._._ .,. , I I e I' , I it i rc-`\ %� 1 I� •� I i 1 i I 1 y...._� . I ! � `�•,. _ 1 C 1 � .,rr` . U 1 r � �. �. r q � � �\ S 1 i < � 1 1 f 1 I I 1 \ 1 # �I t ? . J / I 1 1 ; ; fll I 14' i= ; ; i I I 1 1 # / I •' 1 I i x, 1 J €€€yy t � � ,,....• �� _.__._.._...�_ -fit'•-v. -..... «.._..._._ �„_...-- � ��'----•--... r.. 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P 5 % KEY MAP �� at � -. yk a y�` r 4'r P. . w 30 o so so SCALE IN FEET S—N13 PLAN - N13 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS PROJECT NO. 87-400 DATE JULY 1990 SCALE 1"=30� SHEET OF DATE REVISIONS MATCH TO MAP P 14 CADD NAME DATI DESIGNED BY DRAWN BY CHECKED BY APPROVED BY REVISED BY CHECKED BY CADD FILE 71 8744N 14 (B DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS •SURVEYORS *SCIENTISTS *PLANNERS ORLANDO - TAMPA Lo .- z STRUCTURE NUMBER COORDINATE TAP ELEV. INVERTS N 1679368.34 10.80 2.05 E 684385.05 1 N 1678995.39 10.80 N. 0.93 E. —6.52 N14 E 684529.64 S. —6.1 W. —6.52 S5-7 N 1679260.08 9,60 1.15 14 E 684105.32 55— N 1678886.97 N. 0.03 E. —7.36 E 684249.96 9'90 S. —4.10 W. —7.36 14 5-154 N 1678868.79 9'7 E. —7.50 N14 E 684203.67 S. —7.66 W. —7.56 PUMP STA. N 1678854.80 10.05 —7.62 N0.5 E 684209.087 M` $" N � N14 N 15 ," 4 3 i r KEY MAP 30 0 30 60 SCALE IN FEET 4. .1..\ PLAN - N 14 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA. 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INVERTS 55-62 N 1678622.44 11.10 -4.98 N15 E 684674.23 35-63 N 1678249.48 10.80 -3.86 N15 E 684818.81 S5-79 N 1678514.02 9.30 -2.98 N15 E 684394.55 55-80 I N 1678141.06 10.00 -1.86 - N15 1 I684539.12 9 I KEY MAP �g� 30 0 30 60 111111 111111 111111 111111 111111 ;iiiililHllllliillliliiiiiiiiiiiiiiiiiiiiiiiiiiiq I m [m 111111 111111 111111 liiiiiiiiiiiiiiiiiiii1111111111111011111111ililI SCALE IN FEET PLAN - N 15 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS - � - , -.�,4� - - , 11 -11 �� I ,:,t, " �, -, (�-, W a ': ,.'4 . - -, �\r iy, . �, ,.:.. , ,"", -'* " .1 I 4,� I " . - . p'l-'r" ,-A" - I : I'll .1 I . ... I - .. 14: *��ol il - - I 44i . , ZI-IN I D I K PROJECT NO. 87-400 DATE SCALE 1 of =30' - SHEET�46 OF - , MATCH TO MAP M16 z DATE REVISIONS MATCH TO MAP P16 CADD DESIGNED BY DRAWN BY CHECKED BY APPROVED BY REVISED BY CHECKED BY I CADD FILE NAME NAME I DATE 8744N16 IB DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS •SURVEYORS • SCIENTISTS *PLANNERS ORLANDO - TAMPA STRUCTURE NUMBER COORDINATE TAP ELEV. INVERTS 4 N 1677876.52 11.20 -2.74 E 684963.41 - 1 N 1677768.11 9.80 -0.74 E 684683.72 P s p 1 KEY MAP 0�4 L •\ 30 0 30 60 1522655" - mp�m -- - - SCALE IN FEET PLAN - Nl 6 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS PROJECT NO. 87-400 DATE JULY 1990 SCALE 1"=30' SHEETj.7 OF MATCH TO MAP M 17 tD z M 0 X x 14.7 x fiv X 14,4 x X K 3 G.V. X x I I _ I I55-66 N17 X I 1 I I. 3 IS-5N17.I I•, -f ... .......... . ........... E6 6 ......... . ..... . .......... . ... . ............ _,_, -------- . ............ ........ ... . .... ... . . ..... -J A -2-MB 11.4 Y2 13,000 87SS 211 81ISS gjrw T U L L . . ....... UNPVD . ..... VB I VE3 ........ - - -- - ------- - ... 77 W 2 . . ....... ........ 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R --------- - - ..... "wpm 74,71- ___ �Iwpow� - __ _,_. - - - - - - --------- .... . . . ..... . ..... . ......... .. . ............. 8.9 ........ . ....... 9,9 icl-e+ tNPVD- c, y __ SS 8 8" SS 4 .......... . . .......... . ..... L-A M BE - — ----- VB ve V(007"I" ND LD"R vs 2 W2 . . . . ........ M �p . .. . .......... �.3 0— . .. .............. . LT .......... ......... .................................... . ......... .......... T .......... 06- fl!� - - ---- ----- ............ ... ...... . . . . ......... ...... . ................... .... . ........ EL . . . . .. .................... . ..... 4 55-82 N1 7-J S5- X x Nil,; x SEEP - PROFILE DWG. NO. P-81 _NX it %Lj IL x • 11.4. 6 x . Lt ......... . ...... L 4 . >z I i 0 X) A x 3 WATER ELFV 5.1 x X 2 p X 9-8 pp pp 7-5--8 97 41 _2 I I I 7_1 ... . .... . ..... ... . ...... . . . . .. . ............. .... . ..... ............. . ................ ........... . ........... . ..... ...... . .. . . ....... .. . ......... . . .. . .......... c nal Easement OR 658 Page 238 214.1 25' Canal Easement OR 658 Page 238— WATER ELEV 5.1 ��-5-89 11 - MATCH TO MAP P17 00 z 0 STRUCTURE NUMBER COORDINATE TOP ELEV. INVERTS S5-65 N 1677503.55 11.30 - 1.62 N17 . I E 685107.98 55-66 I N 1677130.60 10.50 -0.50 N1 E 685252.57 S5-821 N 1677395.17 10.30 0.38 N= E 684828.33 55-831 N 1677022.19 9.85 1.50 N17 I E 684972.88 KEY MAP �g� 2 30 0 30 60 SCALE IN FEET S—N17 CAD NAME DATE DYER, RIDDLE, MILLS & PREC4URT, INC. PLAN N 17 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS PROJECT NO. 87-400 DESIGNED BY DATE JULY 1990 DRAWN BY SCALE 1 CHECKED BY ENGINEERS e SURVEYORS • SCIENTISTS *PLANNERS APPROVED BY L8 SHEET OF ORLANDO ----TAMPA DATE REVISIONS REVISED BY CHECKED BY CADD FILE NAME -78744N 17 MATCH TO MAP M 18 SCREEN ` •---•-�•�•�•�•�• _ 1 s�•rV�....... ...._.-------- ,�` f /i i Jx rt', ��•f' :_ ..,•._.,, .......... _.... __ FX.wt ! X i 3 � � 11 ♦ `. ,2 X I i P X i j LP i x 1 I 1 4 - - - - --------- _ . . . . . . . .............. »..,._ aw . ........... • ' 1 } �� M L % EYi 3 i ? . 3 a s ♦� _. __-, ....... -- _ 50 ••• •.ww___..._...._ .,.. .r...•.,«.._••w,w ...w... ___. _.»._._.�.• .w_.w,wa_...._..•.r• _.u,.,,,.,. J __ - - _•• - ___..... _ ...._�.n. ,_.....__ _ ......�^�^..... .w.rr -'..M - - ---- - - -- 8 f S S 8f' S S +''•. iSHED # ]t{F � 4 i Jjj tt F z ffff } f X! , 3.3 S5— 6 X E9 i : ! 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UNPVD.•........_nrww-,w.-•,._aw,rr.u.,,r._„+., ar,swww• ._,__.-,,,•,,. .w..°a�., ....'_,_ ._..._r,- _.._r_..w. ...__r i:7CMie. ..., ,�• ."• ��_ :.'�7MIw.M•_.._...._..� ._..u.,,_ Adak 8 S S II i` O O ..� i...' 4 �, #` k ` L. i 8 S S j. ... ._. .n. _ _. _. ,� _ SAT' r < •►• • �+ _-•._.,..... ....... .............. . _� _ _...._...... .......� ..... .�. _ � _ _ ......_.._ ........_ _.._ _ . . �. .... rt . H`N H. w. T. "�- -" •' L I I �t I f / W I .. _ _•_, I F/. — 1 •'t `\ I 1 I j f 4 1 I 1 I I I I SEE PROFILE DWG.NO. P-81 SEE PROFILE DWG. NO. P-82 ,.� -�-�� °`�" ,J x: r/ C0NS`TR3• C E f0N J o 'Il �� / J' - Mr TAIL.:...-..n...�..-•.-t ..-- -...- ^TAB..-_: ....... .,... .. .....•.«,-..s7A�.+--- ,�.w�l._._.,.�+�-• _._ -- .. _....... __ w -___....._._........ _,..._._......... ,.... ......._..___..._._.....,_ .......... WATER ELEV 5,1 7 — 5— 8g--- 25' Canal Ease`n4ent OR 658 page 238 — MATCH TO MAP P18 I i� 1 1 •�,y � E � � ' � t I SEE PROFILE DW N0. P-78 SEE PROFILE DWG. NO. P-79 i 3♦ x _ I 3 1 U,NCER � � I � }' 14.313 .-.,.........�...• ........._ y,,,,.-^^"'"• -tee le //jjj i �•/ �Ji _ �.•k—•--• .y- _...•�',\ -•�`e.wf ^ "` ,.� J t 6 .� E �, 3 i _ I-� ter,, ,."� ` ` P : P : z� �' . E Jr s �, _ ......... .__......... _..._ ._ ^,,.. ,�_ __ _ ` `'', ..�._ ...... ..a T }. ....... ........ _... ............, ............. �` ': "'"�"� c�..: _.» --_' � � "• • f 1 1 1 1 CADD DESIGNED BY DRAWN BY CHECKED BY APPROVED BY DATE REVISIONS REVISED BY CHECKED BY CADD FILE NAME 6" G.V. ` 5 1 e• I 89 9 . s POOL i r 1 i 1,6 r +i 25' Canal Easement 1 \ 1 OR 658 Page 238 x -�„r L _ LL WATER ELEV 5.1 7 UT tf NAME DATE DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS •SURVEYORS • SCIENTISTS o PLANNERS 8744N18 ORLANDO — TAMPA STRUCTURE NUMBER COORDINATE TAP ELEV. INVERTS 55-6 7 N 1676757.64 10.90 0.62 N1 E 685397.22 55-681 N 1676384.66 11.20 1.74 N 18 j E 685541.74 4 N 1676649.26 10.30 2.62 N 1 E 6851 17.52 .55-85 N 1676276.28 10.30 3.74 N1 E 685262.04 KEY MAP •,VC�� irk [ W ' .9 - rw' i c 30 0 30 60 SCALE IN FEET S—N 1 H PLAN - N18 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS • e 1; DATE JULY 1990 SCALE 1" =30' SHEET 4g OF MATCH TO MAP M 19 00 z MATCH TO MAP P 19 CADD NAME DATE DESIGNED BY DRAWN BY CHECKED BY .. APPROVED BY DATE REVISIONS REVISED BY CHECKED BY ICADD FILE NAME 8744N 19 8) DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS •SURVEYORS • SCIENTISTS s PLANNERS ORLANDO - TAMPA STRUCTURE NUMBER COORDINATE TAP ELEV. INVERTS 55-69 N 167601 1.72 E 685686.33 10.35 2.86 N19 7 N 1675638.74 E 685830.85 10.50 3.98 N199 6 I N 1675907.90 E 685404.85 9,60 4.85 N19 71 N 1675721.61 E 685477.10 9.60 4.78 Nlq 7-7 N 1675586.40 E 685529.48 9,55 4.35 N 1 M18 M19 M20 Nib N19 N20 P18 P19 P20 KEY MAP J 4:: f,�,k,• , '•L74 ,s x�TS � Jv v JV Oki SCALE IN FEET nS-N PLAN - N 19 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS PROJECT NO. 87-400 DATE JULY 1990 SCALE 1"=30' SHEET Lo. OF MATCH TO MAP M20 rn z a 0 i 2 # i X N20 4. CL i 4 �1 PLANTE 8 l 1 i1 1 1 _• ,i 11 Q—�•+ i i i } i�^� it /, -» .«,....... ..«_«.._........' .«...........« .._._ _.....•,-- ... �,,,,«r...»..__.--....---.•-.••-,.-'•'""' ....�...... •--•-' «.....'---..«....... _v._._-- `ram• \ ",,,,,,,,,,,." t _ - _ � �� •} .. .._ . __......... «..._.-.-.. _.,_...,-_..._ ,,.,.,....,�. - - ....::•"�_._""- �•...,.'�'r ' � i ; , � { I �-.�._,_,., i„3 � �i .t��i.3 ��....,.,_.,.- ......,.-.,. _.,..._.._ ..-._....... 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INVERTS N 1675567.91 10.40 4.19 E 685858.38 7-60 N 1675326.52 9.90 E 685951.96 5.21 7— 7 N 1675213.44 9.80 3.23 E 685674.07 M? c WO M2 N r N20 N /2 i %?4 P20 �'21 KEY MAP 30 0 30 60 S-N20 SCALE IN FEET PLAN - N20 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS PROJECT NO. 87-400 DATE JULY 1990 SCALE <- 1„=30' SHEET OF MATCH TO MAP M21 POo r f;r�^ �.2 14,3 f � C ' f 5 t 5 z ;-B { t x 7.Q" f�62 w .6 f -- . y'/ % i I - %` _ _ 1 ! 1 f 1 "' •`r 1 �., _..._ _._» . J f s E j 1 I ......... 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' [ 4 ♦ ( ! { '..+1.y,�r•..r.....r /- t . �.' 7 �t,- _ -T� )"c v } w .-........, -- �`- P �'% -M P T ;..!_...-_. 1 F f t jT -- _.. _ MATCH TO MAP P21 25' Drainage Easement Per Plat F CADD NAME DATE DESIGNED BY DRAWN BY CHECKED BY DYER, RIDDLE,MILLS & PRECOURT,INC. APPROVED BY ENGINEERS • SURVEYORS • SCIENTISTS • PLANNERS DATE REVISIONS REVISED BY CHECKED BY CADD FILE NAME 8744N21 0 R LAN DO - TAM PA N N Z 0 U Q STRUCTURE NUMBER COORDINATE TAP ELEV. INVERTS S7-61 N 1674953.57 8.90 4.08 N 1 E 686096.56 57-621 N 1674575.94 9.00 2.96 1 E 686242.94 7-74 N 16774845.15 9.70 2.10 N 1 E 685816.86 7 N 1674467.53 9,65 0.98 N 1 E 685963.23 M20 M1 V-2'/ N!ti, P2.0' 1 P21 P42 K EY MAP b; is •' � � ,� t �i WF sme 30 0 30 60 SCALE IN `FEET S—N21 PLAN — N21 PHASE 4 CITY OF. EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS PROJECT NO. 87-400 DATE JULY 1990 SCALE 1"=30' SHEET �? OF MATC`_H Tn MAP M99 MATCH TO MAP P22 CADD DESIGNED BY DRAWN BY CHECKED BY APPROVED BY DATE REVISIONS REVISED BY CHECKED BY CADD FILE NAME NAME DATE (B DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS *SURVEYORS *SCIENTISTS *PLANNERS 8744N22 ORLANDO - TAMPA STRUCTURE NUMBER COORDINATE TAP ELEV. INVERTS N 1674193.67 9,50 1.84 N22 E 686391.13 S7-641 N 1673830.04 10.30 N. 0.72 S. -1.10 N E 686532.10 E. -2.04 W. -2.04 S7-761 N 1674085.34 9.45 -0.14 N22. I E 6861 1 1.23 7-77 N 1673721.62 9.50 N. -1.26 S.-0.96 N E 686252.40 E. -2.88 W. -2.88 Q N2 W2 N2 s 2 R. ? KEY MAP • 111!6fimI ■ it ■iil ■ I II II II!IIIIII ll II 11 it II lllilalll I! II ■n ml 1111INgmilmloilmimmIllII SCALE IN FEET PLAN - N22 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS -N22 PROJECT NO. 87-400 DATE JULY 1990 SCALE 1„=309 SHEET OF f-a MATCH TO MAP M23 1.6 2' ' 25' Drainage Easement Per Plat Y- --" /-- A 7 +.4. S �. z I 5 ~— t` E t F j• � � I E � j I ± f N i I r Ei 3,2 ; 84 ; `• C v I� ��L``1t 0....✓' •'`�7 �,,.-' I 'tom ' ••.. �, �� 'Y t. I I x I �, �UN'[�DPER 7 CO#`!S 3 RU"" i ION t 4 1 ' �1 . i\ ; f { Al i I » ..__. ._.-. �i f t e - � :i ` I �' � � , , i . , -�� l X � i � � - � � � � I 1 I 1 I fT I w.. ' / i 1, .a . r+ 1 I C I I 1= Y._."•• ,,,,,,,.-% } [ �+_--••------y-_.. ......r. 1 I ,,.........»._.....-. •-----••-,..,±. i � I ��` 1 s ' I r D—$ t I I f I ! I t\ ... `'�"•.\ 1 \ .. �� 1 1 1 �� 1 I �y �. '- _ .__ _ »i'I f 1 X C ........... 1 _ -_. _ - J.,._. ........ xci, ...... 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INVERTS 7-67 N 1672711.13 10.15 2.26 E 686965.78 7 N 1672338.15 9.8 3.38 _N249 E 687110.29 0 N 1672602.75 9.55 2.40 E 686686.15 7— 1 N 1672229.80 9,50 3.52 E 686830.73 M27 M24 M2!5 N23 N24 N25 P23 F`24 P 25 KEY MAP f_. z. hA � - T • 30 0 30 60 —N24 SCALE IN FEET PLAN - N24 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS T NO. 87-400 DATE JULY 1990 SCALE 1"=30' SHEET 55 OF MATCH TO MAP N12 15. COx .............. ............. HW X TEL x ................. x 11.4 MR Y 6 14. SHED V) x 12.7 0 /S H E 1 x to 12.6 2.6 -14,3 x 1 x f > 2.6 x 14.1 Y TEE »-_._.._._T. I I I I I % 31 GV & I I I � .. . X t t 9. A . . .......... S M 13 �5 --- ------- Pi 2 x PVMT 0.4 01, 44, 1.4 8"SS OF 110.9 x -R 31, PVMT arss 3 IiA r` I -A IV 10.7 VB W2 W2 . ........ ..... ..... '. IT UT Z) T E[ 0 wM TE X D8 - S 9 C x1 I11 1 Z x 1227 x x . . ..... ..... >1 I x I G-- 2 xI 0% .V. - ---- 0 SEA NO. P84 _X j xi F 5 0 ji C) 0 -4 I x L t I x 11 4 ----------- HVI I N, 3. x I-X-L- x 0 WALLL-1 WAU ........ ........ x x w 1 ro. 3 . . ......... x - ------ ------ n ram V) . . ..... 55-10 x Y 9.51 X, pp x pp p p . .............. . . .... ........ . . . . . ... .......... ...... --- --- x - ------- - - • 25' Canal Easement OR 658 Page 237 . ...... ........... . ...... .... . ... . ..... . .. ,25' Canal Easement M . ... . ........... x . ..... . .......... Ln H �t ----- - ------ V) V" 00 x % x x ot x 0 jx I cle 8 f i E 8 [7! X --------- 5r...,1 ,� I : i D-1 1 3 C 55-10 X S D-9 1 12 A p, x 9 t L . . . . . . ................ .. . . ......... <� / i I I I - TE 7 , - I i I . I 11 . is . ....... . . ................ . . ..... .. . . ..... ..... ...... vi�, . ... ... ............ ............... .. ...... ..... . .... v ...... �i- ----- .=�� . . ........ u 6 1i N PV 8D to q�. 4 00, SS NPVD 8"SS UV T_ F �D Env E'R. 5-104 P12 81. .. . ..... . . ... . ........... . ... 3 fr? . ........... ...... ............ . . ......... . . ...... . ..................... 3 I cv 6 TEE 3 8iii 91 x GPAL UU-2 .. . . ......... 10-285/ y>��I �m- ._ «"ISEE PROFILE DWG. NO. P 87.1 j j /Ir f & x x X ol X C 7OEF t VE R'D _ > f POOL i>L 8 z 1 5 x 410.2 x �._ x 0, p x 0 TEL X x pp pip pp .......... ............. . ... ........ T_ . ...... v -6c x UT x 25' Canal Easement Plot Book 19 Page 216 p r- . ............. 0 0.1 25' Canal Easement Plat Book 19 Page 21 '/�-Ei 6 1 Lj ---------- i - - 81 MATCH TO MAP 012 CARD NAME DATE DESIGNED BY DRAWN By DYER, RIDDLE, MILLS & PRECOURT INC. CHECKED BY APPROVED BYj ENGINEERS *SURVEYORS • SCIENTISTS *PLANNERS DATE REVISIONS REVISED BY CHECKED W CADD nLE NAME 8744P 12 ORLAN DO TAM PA a - STRUCTURE NUMBER COORDINATE TOP ELEV. INVERTS 55-5 N 1680540.9408 10.20 E. 5.35 pi? E 683287.1072 S. 5.25 S5- N 1680270.3531 10.60 4.44 P12 E 683391.9526 S5 �2 N 1679897.4142 9.70 3.32 P1 E 683536.5735 e-10 N 1680493.9263 10.10 5.20 1P1 2 J E 683165.8555 N 1680432.5055 9.80 E. 4.72 F5- P11201 E 683007-3390 S. 4.62 S5_10 N 1680161.9178 9.50 3.81 P12 J E 683112.1844 S5-1 N 1679788-9852 9.70 2.69 _P192 E 683256.8194 1 N 12" N 17, P12 P I _3 KEY MAP 30 0 30 -6-0 M M M M M SCALE IN FEET p I PLAN P 12 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS PROJECT NO. 87-400 DATE JULY 1990 SCALE 1 " =30" .L7 - SHEET OF , r MATCH TO MAP N 13 j X x 11.5 / i + _ . .. . I \ I t i r.. i 0. COVERED 1 D,' POOL r 10.9 10.8 ' rl �-- 1 - 1 I , \ I ; LH 1.31 h .31 Lf 1 1 �UNDER i CaNsT UCTION 11.3 ' I --•`""".—_....._. ._.. t { � 1 � 1 I 1 I i 1 1 j � I � E '�.........,»___ '; i� � � sue- .�j' r LP1 y � � X ��.� 1 1 .: i; LIP 1 ..._.»r!, 1 1 I I f I 1 I � ', I 1 �r' •-, y' f 1 t ._ F� i 1 — 1Q _ — — I ` i7..... T ------ • } P vM € 3 P� M g . 8" SS \ g .'"S 8" SS V1 ETA PA` V DR � _ Lp " .��FH — _.. 7=7 r-AI f3t— •1 711� I e: s I � I � \ I \ 1 1 � ,' 1 1 P13I � 1 � 1 , ;'� , �` I � { t .,,.,"."'_ t `•,'♦''-�w�� t r f SEE PROOLE DWG. NO. P-84 'j X, , L. t I , SSS f I \ UNDER ;f CONSTRUCTION i �, I { ix /•--.._.••'� � ""„`..,♦.•,�� ° '2 � �,,,..._...»«_.,_,.ter-.. x ; y' g � t � � .._�......._..._..,._._..... ....._.ram ' �'` \� .,w•�•r •�'"`-..._'`...,,,,,, -- r.....-•-�- v� .'^♦-�` ,"" ` i i -J \\\\"`♦.r _ { ^^-•...•.»_.._. ...,.. pp pp %�. I I 25' Canal Easement OR 658 Page 237 --- 25 Canal Easement OR 658 Page 237 -°�- - ., . - ---' - _-, • -` i 46 i w �w .�. .....«....._._...-_._......................�_ti..»_._-_...,__.._.,,.._- .e.w.e,,,.w.. .�wr•.www. .+.�a+i+. ^e".`_"`.�...w•'r• ,w_. .. ._._...-. _.......... - wrrirr� w+www.ww _..,..+ 7 ..."'�..rw__^,r'." .-..w.._•-.�_.. -T..- ..-».+, •,.•_•..».......,.....- .... _.._.. _...._.. ......._-.._•.w,.._,.,, .�w.•e f wrn�.••. .waves ._. _....... _. _..._._..-.. ............ ..... -.... ... •.`... _.r.• ...... �.. r LP LP 0. F —4� � i;1. t t y � i i J •{� � �y ••♦� e � 3 I �1 1 I._ I •� r t t i � `•` b 1 1 z 1 » 1 !� ,w.wrvww..'""'n"'". ^^""�"�rr.u*r-.,...,,_, ..,....•_,. t i 1 \/ t »....a?. .-.,,,,..." Q �. ^'^ .""�'�"'""'" :. ..'-�.-� t t? w-«....,.,,..r+i ..... .w.ww.....r..�� ._... _..- •-.._..-._......_..-imp.._. ..... 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INVERTS N 1679524.47 9 g0 2.20 1 E 683681.14 1 N 1679416.03 9.80 1.57 P13 E 683401.41 N12 N1.. N14 P13 P 14 r`i s 7 Q 4 t �.� KEY MAP 1� 4 30 0 30 60 SCALE IN FEET PLAN - P13 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS PROJECT NO. 87-400 DATE JULY 1990 SCALE 1" =30" SHEET OF MATCH TO MAP N 14 x DER X "TN SHED CONSTRU*"... IO F GPOLEY 11 PLANT1ER 0 8 NTER PVMT 00, 6"SS x r, N" E3 cp x 1 12 . G -,--./ x X X I I.B 128 LID 8.9 L B. i = 59 PLY MIT 8" SS 6 81 X VB . .. ..... ....... ......... 111111tom.-MM7- lol- ........ ......... W2 �2 ............ UT-- T x x 1 0.2 I ex i 0-7 S5 3 S5 9 D-8 X foo'� pil C ? J% Ix SEE PROFILE DWG...' NO. P-84 x 0 x ...... r X 0 X, x X, z UNDER R CONS ION 4- 7( i 'b ra �� # 1 x - ---------- c'8 ---.00" 0 i i.6 ccol Lli 9 x x LL- X CANAL SECTION 4 n 0 D-eO x coe X ------ Ld x LJ pp p p ----- --tP1 .... -------- . ............... ............ .. ........ . ..... . ........ . ......... . ........... 4 25' Canal Easement OR 658 Page 237 t 25' Canal Easement OR 658 Page 237 WATER ELEV 5.1 7-5-89 WATER ELEV 5.1 . ......... -------- . . . ....... ............ .......... 7-5-89 -------- - ----- - . ....... . ..... x x pp X fj 7 ----------- - ---------- ------ x x pp ....... Y., 0.4 10.6 x \% x 01 LO i j 8.2 -UU-25 9.784 U ND f ER 2 CONSTRUCTION L X 4 19 x UNDER -- - - ------- 71K- 41 A % > 5-1 b 9 55-110 P14 06 P114 T... . ......... EL f clk 1% T UT . . .... . ..... •'412 V'a 4 Piss 8" SS 8" SS UN17Y TR�-- DR . ........ f"A a 0 Ma !A B . ... . ..... ... . . ..... . . - --------♦. ...... X I T- - f 5 v ei En ........... . ...... . . ........ X R-- R uT . ........ ............. ..... . ...... . ... . ..... r D-8 . . .... - i�6 GV 8 8' K X, )< - -------------- 8" CROSS x SEE PROFILE DWG�-! . NO. P x z x 6 GV x x 01 6'x 6" REO (C). x �L ` x q, 4 . ........ . ..... U T - -- - ------- p N 0 E CONSTRUCT! ION "CONCRETE St -AB) C),9 9.7 x ()jn ......... X .4 X --x x ... pp ... ...... UT LP 25' Canal Easement Plot Book 19 Page 217 4 MATCH TO MAP Q1 4 CADD DESIGNED BY DRAWN BY CHECKED BY APPROVED BY in DATE REVISIONS REVISED BY CHECKED BY CADD FILE NAME 0.6 NAME DATE DYER, RIDDLE, MILLS & PRECOURT, INC., ENGINEERS e SURVEYORS •SCIENTISTS e PLANNERS 8744P1 4 ORLANDO TAMPA to 0 X u STRUCTURE NUMBER COORDINATE TOP ELEV. INVERTS 55-92 N 1679151.52 8.90 1.08 P14 E 683825.72 1678778.56 8.90 N -0.40 E -6.58 P14MN E 683970.30 S -6.48 W -3.84 S5-1 n ry "1 N 1679043.08 8.70 0.45 pi 4 E 683545.99 S5-1 Qn' N 1678670.12 8.90 N -0.67 E -3.00 P 1 E 683690.58 S 1.08 W -3.00 N11.3 N14 N135 PI-1 P14 Plt (Q1 14 011, KEY MAP PLAN P14 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS -P14 PROJECT NO. 87-400 DATE JULY 1990 SCALE 1 " =301 - SHUT OF MATCH TO MAP N 15 cl- 7.7 PMs 1 1 � q, 4 ti n 4� 8 �*IE. 8" SS � 7 f�....-....�..... i E Cl . C? . e.. _ ...._.._ 10.4 9.2 �; v' I , x i x ) /i 1 I X X : r ; X y _JI 9. i 9.9 L I h C2 3 r".R.__._ 8 , M8 , ; f.-- 8» SS �- - V! sA i` L i i D R r«` f.. U'r_ 1 4r2 UT _F � 4 iI 4? I I / , xI I i } 8, 7 • r 1 j ` i ,- I I 1 I 1 � x � I ' ... I ,•� � HW I E t jj SEE PROFILE DWG. NO. P-84 a COS. ! �X i ` X 4 0 i Ix X POOL uol 3 / �. ....... o� � ram• �. � •"" � �' ...-.- _...� � t � � � �. L PP -- _ --- Fj _. 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ENGINEERS •SURVEYORS •SCIENTISTS *PLANNERS 8744P15 ORLANDO — TAMPA c^D a— G 0 U QS i STRUCTURE NUMBER COORDINATE TAP ELEV. INVERTS 4 N 1678405.61 8.70 —5.36 P1 E 684114.95 N 1678032.63 8.90 —4.24 E 684259.46 S5-11 N 1678297.19 8.80 E 683835.24 2.2� S5-1111 N 1677924.21 8.62 E 683979.76 3.32 KEY MAP PLAN P15 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS S—P15 PROJECT NO. 87-400 DATE JULY 1990 SCALE 1" = 30' SHEET OF MA,CH TO MAP N i a Lo 0- a. 0 U Q mil REVISIONS MATCH TO MAP Q 16 CADD NAME DATE DESIGNED BY DRAWN BY CHECKED BY APPROVED BY REVISED BY CHECKED BY CADD FILE NAME 8744P 16 DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS *SURVEYORS *SCIENTISTS *PLANNERS ORLANDO — TAMPA STRUCTURE COORDINATE E� INVERTS N 1677659.63 9.40 —3.12 Pi 6-9 E 684404.04 N 1677491.89 9.70 N. —2.62 E 684469.06 S. —0.84 W. —2.52 N 1677731.85 8,60 3.90 E 684054.31 S5-11�j N 1677546.65 9,00 4.20 � E 684126.11 S5— 4 N 1677383.48 9.70 N. 3.71 E. —1.68 E 684189.36 S. —0.99 W. —1.68 N15 N16 N17 P15 P18 P17 Q15 Q16 Q17 KEY MAP PLAN - Pl 6 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS 87-400 DATE JULY 1990 SCALE 1"=30' SHEET 6 C)F MATCH TO MAP N17 25' Canal Easement OR 658 Page 238 WATER EL EV 5.1 7-5-89 C)/H S5-98' WOOD 1 I I 1 Piz— FEENC TE =man" 17 B LJ N DER CONSTRUCTION . ........ ......... 9 7 4" o i 4t!l 2 s"ss - 8" ss PvmT 9.4 9.9 10.0 v I S) A PA V DR VB Ve V-3 X.. l...... ... ... 0, 2 . ...... A, ... . ..... X, WATER 7 25' ConolEasement OR 658 Page 238 x lo,4 x 4 ~ N P17V 81 0 L i PvmT ,low 8" SS 9. q_ 4 Tip 2X LiT ................. 'EL . . ....... . x x 2 x x X -ME !,11SEE PROFILE DWG. NO. P 2 x A x r A X X N � _ �� it i r. �� s � t Ky WALL GDAL f x _T _j VJ x x X, OL A x x x o.s pp 10,3 x x ...... - PPI ppc x x . . . . ............. P p 'LA NTEF< 7,' X LANTER< x POOL UU-28 x x 11.100 11.4 ix X x ............ 55-115 P 17 S5 )17 X y FOG BR! D EE ....... ... .. ....... . -4- s . . ... . . . .......... TEL NV\ W2 VD V e,� N P`v;D 1$ss 8 s I u i7TY E D M9 a . . . ............ 0 e R . ...... ..... ................. 7-.V.-.-= . .. . 7 ...... — - ----- 7Z, .... . ...... /S! FQQT URiDGE I p - - — ----------- ..... .......... 6" C V. p A N-TR 3 x lx! x -- ----- - ------------ - - - - --------- ISEE PROFILE ---DWG. NO. x x f X x F x ---------- ---- . ..... . x x PL6,NtTER i x > DLAN-Tr R z pp L\ Y, x C),s X x pp r7D X C), 5XI c x ------ x X Q MATCH TO MAP Q17 CADD DESIGNED BY DRAWN BY CHECKED BY APPROVED BY DATE REVISIONS REVISED BY CHECKED BY CADD FILE NAME NAME DATE DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS *SURVEYORS •SCIENTISTS *PLANNERS I 8744P1 7 ORLANDO TAMPA 0 STRUCTURE NUMBER COORDINATE TOP ELEV. INVERTS 35-99 N 1677118.96 9.84 0.28 P17 E 684613.61 55-991 N 1676746.04 9.55 1.40 Pl_Z I E 684758.28 S5-1115 IN 1677010.49 9.60 0.13 P17 E 684333.94 S5-1161 IN 1676637.58 10.15 1.25 P17 I E 684478.62 1 1 1 N 6 N 1 _7 PIC P17 P18 Ql E Q KEY MAP 30 0 30 60 lseiillillsm illillic— SCALE IN FEET PLAN P17 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS S-P17 PROJECT NO. 87-400 DATE JULY 1990 SCALE 1 if =30' SHEET 62 OF DATE REVISIONS MATCH TO MAP N 18 MATCH TO MAP Q18 CADD DESIGNED BY DRAWN BY CHECKED BY APPROVED BY REVISED BY CHECKED BY CARD FILE NAME NAME DATE DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS •SURVEYORS •SCIENTISTS *PLANNERS =8744P 18 ORLANDO - TAMPA I STRUCTURE NUMBER COORDINATE TAP ELEV. INVERTS CA N 1676373.26 9,65 2.52 P18 I E 684903.36 S5-1171 N 1676263.37 10.40 2.37 1 E 684623.42 N19 4-Nillk a piq 01, KEY MAP V 30 0 30 60 SCALE IN FEET S-P18 PLAN - P 18 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS PROJECT NO. 87-400 DATE JULY 1990 SCALE 1"=30' SHEET , 3 OF DATE MATC'_N Tn MAP N 14 MATCH TO MAP Q 19 CADD DESIGNED BY DRAWN BY CHECKED BY APPROVED BY REVISIONS REVISED BY I CHECKED BY I CAD6 FILE NAME NAME DATE (B DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS •SURVEYORS *SCIENTISTS *PLANNERS 8744P19 ORLANDO - TAMPA STRUCTURE NUMBER COORDINATE TAP ELEV. INVERTS N 1676000.07 9.75 3.64 E 685047.40 5-10,3 N 1675799.60 9.65 4.24 P E 685125.11 -11 N 1675891.69 9.20 3.49 El 99 E 684767.69 N 1675691.21 9.15 4.10 --pl 999 E 684845.37 N 1675617.83 9.70 4.76 P19 E 685195.58 N 1675477.97 9.75 4.34 1 E 685249.79 7-1001 N 1675509.42 9.50 4.46 1 E 684915.81 S7-1011 N 1675369.56 9.60 4.04 E 684970.00 KEY MAF 30 0 30 60 S-P19 SCALE IN FEET PROJECT NO. PLAN - Pl 9 0 7-4UU DATE PHASE 4 JULY 1990 SCALE CITY OF EDGEWATER, FLORIDA 1"=30' FLORIDA SHORES CAPITAL IMPROVEMENTS SHEET _ of - MATCH TO MAP N21 /•0 CL CL 00 U Q DISH r"'"'1111,4 "� 1 A3 3 x X i 11.4 ! I - �--'' { 12 10.7X. 1 � .1.4 � x 1 i X ) I 3 �1 3• • b 1 s` s 12.4 12, t eG •� I ( I I e I j I I D_8 \r�� I �. , !' r j X D t p 1 81,5 OF ' '��_� . . . . ............ : i . ..... -_ .....�:)f"li JT.3� - - 1 _ _. .._... _.._ _ ..� i — -4r _1 ...._ M-- +........ ....._.. _...... ..... ti.J . _._ _ _. _ _ _._ _...._.. —......... _— _ _ - _ _........ �. - .._ . _ .. _. _— — — — ..— _._._ _.-___.. UNPVD B r 2—MB UNIPVD M8 8" SS 8" SS ........... . . ........... . -�'•'` I � 1 �...._,,,•,•• 1 1 1 I I I 1 1 1 Y; i t { I D— 8X 1 I .!1" �.�•�,,. P 1 1 1 I I I 1 1 I i i `Z C 1 ��L.. ..-.----...— 1 �� `•, L ! L 1 , i I I I I I I I I IS7 90 — X I u C [SEE PROFILE DWG. NO. P 85 x i y x e UtiuER-~~-~ UNDER if J i CONS € RUCTI N � �! CONSTRUC i ION 11.3 y. �j x ;� , M PP i�, PP 4. PP X , t X 1 i x 12. 1 �. 1 i 1 '12'.. 4• x { 2 . t 12-£ r r � 3 I I� j 1 1.% Is I I 1 I I I I — — _ — 9 ......- -. 3 ' s�•_`•e � 3 .�.,.,...�. .._......... ......._.. -...:x.�...,._.•_.,....�.....----..so;sr,.►,.__••�;.:::::::::.,._.��^ �y ...... .,�.,..�._—...-� ,,,_,......._....-.• -.. ...........--._.._..._.�._�_...._........ ............. M_.r..-- .................._...._....__..___� .._.. .c:F::;..rti._._......... ,!,''_' .-_,.....•..._ .........r S '^'•• � wr....—.�..,.,�,w.' � __......�n'•�`? i'� r _i ...._..__-••_._•__ w++r.r .".""' '��u• .ti..... ++.w..�•�... w.w....w-........w.. «.+r.,, ,......�... ......r ........ _.w.�w.. W ZOf UNPVD 8" SS ............. . _ ram•` ....�........... ,,,,_..,� ....•...i' _....._.. •�-..` _.......�' ....,.._..� — — � ; ,� •} — — j8 i 1 I 1 1 1 I 1 f 2. j`\ ^� 1 i } x SEE PROFILE DWG NO. R 80i x ' 2 ' x t x RI✓? _ _.._. _._.._ _ ._. — w _, 1 1 , 3 , 12.4 i L t � � • 43 . j X / I 1 ix � ! i ; t i i s i � � L. • V I - . 4 � i 7-10 � D 11 C G Y . ..._....... ....._.___..._..... �—.. ,,.,. �_.,m,,.,.,,...,,.»,,.-�-�r;:-�,�...-�......W.--�.�.aw.w.....,.......................... � � •-"'-------ter;••-.,,-- BON ' u . ................. _.� _.�.._�... c� MB. ...__ -._., •_:.... �... " f t �.... rMf BENCHMAR 80 9.598 fig•` GV I I D-8 6 GV S x 1 # 11.4 �. 1 � i Li • ,•-� f i � i MATCH TO MAP Q21 CADD DESIGNED BY DRAWN BY CHECKED BY APPROVED BY DATE REVISIONS REVISED BY CHECKED BY CADD FILE NAME NAME DATE DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS •SURVEYORS •SCIENTISTS *PLANNERS 6744P21 ORLANDO — TAMPA N N IZ Q 0 0 Q STRUCTURE NUMBER COORDINATE TAP ELEV. INVERTS 9 N 1674732.03 9,80 2.10 P21 E 685538.78 7 N 1674358.69 9.80 0.98 E 685683.39 S7-103 N 1674623.57 9.70 1.82 P 1 E 685258.74 7-104 N 1674250.61 9.95 0.68 E 685403.57 2 N21 N2f Q2u Q21 Q222 KEY MAP 6� y k 30 0 30 60 N olollemlolmolmliiii SCALE IN FEET S—P21 PLAN - P21 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS PROJECT N0. 87-400 DATE JULY 1990 SCALE 1"=30' SHEET 66 OF MATCH TO MAP N22 N Q. a a 0 U H Q DATE REVISIONS MATCH TO MAP Q22 CADD DESIGNED BY DRAWN BY CHECKED BY APPROVED BY REVISED BY CHECKED BY CADD FILE NAA�E NAME DATE I IB DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS •SURVEYORS •SCIENTISTS *PLANNERS 8744P22 ORLANDO - TAMPA N CL a 0 U Q STRUCTURE NUMBER COORDINATE TAP ELEV. INVERTS [S /- 1 N 1673995.49 9.75 - 0.14 � E 685824.50 37-92 N 1673613.20 9.70 N -1.26 E -3.54 P 2 E 685972.68 S -1.55 W -3.54 7 N 1673887.01 9.90 -0.44 P E 685544.63 S7-10 N 1673504.72 9.70 N -1.56 E -4.98 P9 E 685692.81 S -2.85 W -4.98 N 1673595.13 9'70 N -5.78 E -3.65 P E 685926.06 W -5.68 P.S. N0. 7 N 1673609.12 9.95 E 685920.64 `<2 `'s N22 N2w P 2 Pn Q21 022 112 KEY MAP wr s gg iA y MV 30 0 30 60 Im SCALE IN FEET S-P22 PLAN - P22 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS PROJECT NO. s7-400 DATE JULY 1990 SCALE 1" = 30' SHEET 67 OF MATCH TO MAP N23 x 0 1.7 x 4 10 1 I I x r 1.7 Lp 1 80 S7- a 71 1. NTLR E2sl 7 1-, ................... .... . ........ . ................ - .............. ..... .. . .. . . ......... I - - - ------- U-T 1j. 4 ML 8"SS 9 .6 VIS-riA PA I_ Y., D R W2 V UT W.0 T ��.1 1 1 I � �x .. V/ ISEE PROFILE DWG. NO. P-85 t 4,/ 14.4 F .................. . 4 x S X 1.3 1 51 4 x 0 x 12,4 11,4 x STRUCTURE NUMBER COORDINATE TOP ELEV. INVERTS P23 I N 1673240.2217 E 686117.3037 9.60 -0.43 57-9111 N 1672867.2417 E 686261-8234 9.80 0.69 P23 S7-10 N 1673131.7856 E 685837.4490 9.90 -1.73 P23 7-10 N 1672758-8056 685981.9686 10.00 -0.61 5 23E j, _j x x 1,4 X 2 x x 0, 8 14 OAL wM . ......... . ...... ................. . . ............... T7 A B Z9' .4 9.7 UNIPVD AM, 8"ss 1191ss ve 77 . . ........ . . x X Z 1 0. /_ 'TEL x 9. c- .......... w m - - - --------- 1-12 13 _/4 x P_ 37- 4 C X p x SEE PROFILE" DWG"" NO. SEE P 1585 SEE PROFILE DWG. NO. P-86 7 x 14% 5 F-41 x x ,4 12-61 1 1 2 5 jr r x x .8 x X 3 2- pp eQ • 4 . . ............ .... . CL po x < >11 PIP CL f F 2.5 0 Z x Si 12,6 x x 1.-2.1 X, 12.9 x 7/t 1 12 .6 x UT........... .. ------ TEL - ------ 0 TP1 TE x W2 ar ss- 12.7 X x TV DISHO x 12.7 . ......... . x x X D-11 C �D- 8 C '71 U. . . .......... 'EL W2 ------- - -- - - ------- ------------- --- 4 10.2 E_ 811ss 87 ss N 1 T Y F RF E D R UNPVO 3 - M . ..... MB ------ ---- -- - ---- -I- 91 v q-9 -B, 0 0 •9,5 -A . .. .... w 7 4 ............. - .......................... TEL ... ...... . . . ............... -107 y 8 8 'P23 S7-1 '')s F5 P23 x x RFE PROFILE DWG N0. i-88 ; € , _�- _ 4 f ISEE PR OFILE DWG.- NO.-P-88 SEE PROFILE :DWG. NO. P-89 X iL 61 pp 11.E x "N C > TV x J, DISH > x x x X cl 11.7 x X 5 X, 9 0 0 SH j...... X_ X. - I fl/ 'it 3-11 pp x x x,% x 9ter prp I SHE[) MATCH TO MAP Q23 CADD NAME DATE DESIGNED BY DRAWN BY CHECKED BY APPROVED BY I DATE REVISIONS I REVISED BY CHECKED BY CADD FILE NAME 1 87 =4P23 DYER, RIDDLE, MILLS & PRECOURT, INC., ENGINEERS e SURVEYORS • SCIENTISTS 0 PLANNERS ORLANDO TAMPA !l� N 2- 2. Z11 Z zi N' 2 ze" FOW in2`4 022 Q23f Q 2, 1+ KEY MAP t in-Z 30 0 30 60 RAMAN= - I SCALE IN FEET PROJECT NO. PLAN P23 6 /_4uu __ DATE PHASE 4 JULY 1990 SCALE CITY OF EDGEWATER, FLORIDA 1" =30" FLORIDA SHORES CAPITAL IMPROVEMENTS SHEET OF MATCH TO MAP N24 Q DATE REVISIONS MATCH TO MAP Q24 I I APPROVED BA REVISED EY I CHECKED BY 1 CADD FILE NAME NAME GATE 1B DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS o SURVEYORS SCIENTISTS *PLANNERS 8744P24 ORLANDO — TAMPA Lo N LL CL Q 0 V Q STRUCTURE NUMBER COORDINATE TAP ELEV. INVERTS 7-95 N 1672494.32 10.55 1.81 4 E 686406.42 7�N 1672121.37 � 0.10 2.93 4 E 686551.00 N 1672385.92 10.65 0.51 -224 E 686126.72 N 1672012.98 9.95 1.63 P24-9 E 686271.35 e -,- 5 N25 PaE.. si ! .c.. . Q 2 ` KEY MAP 30 0 30 60 SCALE IN FEET -P24 PLAN - P24 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS PROJECT NO. 87-400 DATE JULY 1990 SCALE 1 t. =30' SHEET fi9 OF �,� DATE REVISIONS MATCH TO MAP P 12 CADD DESIGNED BY DRAWN BY CHECKED BY APPROVED BY REVISED BY CHECKED BY CADD FILE NAME NAME GATE DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS e SURVEYORS •SCIENTISTS *PLANNERS 7 s�a4o�2 ORLANDO - TAMPA STRUCTURE NUMBER COORDINATE TAP ELEV. INVERTS S--129 N 1680363.6615 9.70 4.98 012 E 682829.7180 S5 12 N 1680324.0917 9.70 S 4.57 E E 682727.6260 E 4.67 25-12 N 1680053.4938 10.10 3.76 012 E 682832.5471 1 N 1679680.5282 10.00 2.64 E 682977.1038 55-1 N 1680277.1099 9,45 4.65 012 E 682606.4109 N 1680215.6729 9.80 S 4.07 01239 E 682447.9007 E 4.17 1 N 1679945.0754 9,60 3.26 E 682552.8205 F5-149 N 1679572.1097 9.80 2.14 012 E 682697.3772 i.+ 12 �' 1 J Q12 0 1 3 KEY MAP 30 0 30 sa SCALE IN FEET S-Ql2 PLAN - Ql 2 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS CT NO. 87-400 DATE JULY 1990 SCALE 1" =30' SHEET � OF MATCH TO MAP P 13 IaJ !a 0 V Q � � ! � , ; ; E � � •.,"„mow 1 �A - r 25' Canal Easement Plat Book 19 Page 216 X �•;r©/ h / 10. pp 7 L 25 Canal Easement �. Plat Book 19 Poe 217�� X � � I ,` � �g t t ice' � tL `•' x ! X i t�X. ~ i t t j-- }� 1 1 x i ^. 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Y �, i 1 01 `1 !..♦ DR 8„ S S x 8" S S i .-VD PAIJA UNr L .. .W._.._.._..._-..... -`?w!��"•''+j�j -, 'ice\ v. ......_ _.Y....»�.................."................_._.,.........,..........._...._. .•�.R.t'1.......,,a ` „'M,., .._•' ! r y 1 *mil - ........_........_.-•........_...••-..--�.........._..... _.,--....._._..... ._......._.....,.__-.. \ / ..,•r...v, �C,..w�•+!•%•...................... .�.,,,...w...«......«w •nw•..r mac` ` t .�....w.�v......w•...•.. yY",•�•_,... ___ _ . r ------------ k♦„4 i �• I ''�r� ,x•y`'�,`. i & � ..........-.fi •�•.q,� •----�-• W `•�• ;_ � . t ..._......,._.... •-- .... ..._... ___- .._._ _ _. .,,, '\. E J r.� -� i •--_.'. ........__ ......,._µ.._...__....me-"••---- ..._._ .... � ....__....... ,•r•_^'.. •�....�. y ( ,,.^_ ....�{. Lam, ! a � t w "h` 1 ' � � .--•�'..'....••... .^`w,...__...._.._ .. �,...,, .,,.,, _....._... t4?� •� � � � / ..._.,,_„�_....._. .,,v I � ��fs 1 1 I � I .� I 1 f � I 1 1 1 � � � `,,,,,: � � // i /�.- 8 1 f l i 1 1 I k .�` I 1 i �I t t 1 I I 1 1 i s w I I 8' Iix SEE PROFILE DWG. N0. P 93 r x E i I E i # s 1.„,.«-J.•._. s � t t.� x .-_.,i ` X i t.�..,..� �.._. ! ! f � F i I Z 4 �`' �~` ! _,,,mac .....„...._.-_... w ; ~mow-' ", ,,.._„ 'f � I � ir�„t;�1 � {1 i t � •^-.y� XK N W -- CADD NAME DATE DESIGNED BY DRAWN BY CHECKED BY APPROVED BY DATE REVISIONS REVISED BY CHECKED BY ICADD FILE NAME 1 8744013 DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS •SURVEYORS •SCIENTISTS •PLANNERS ORLANDO — TAMPA STRUCTURE NUMBER COORDINATE TAP ELEV. INVERTS 1 IN1679307.60 9 90 1.52 013 E 683121.69 1 N 1679199.16 9.70 1.02 Q13 E 682841.97 Qs Q13� K EY MAP 30 0 30 60 116885N" __ - - - - - __ = IIMMIIIIIIIII SCALE IN FEET S—Q13 PLAN - Q13 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS PROJECT NO. 87-400 DATE JULY 1990 SCALE 1"=30' SHEET OF ��,� MATCH TO MAP P 14 0 1A x 9 8 4 r, /-z x X 5 y" F, �- V) 01 Of x 10.3 > x z x It x 12.5 x x LFN\, X VIS "H1 L MB L vs z W2 8" ss 5-5 .. . ..... . .... 4-7- _3 t + . .. ........ 8 8 x x PI x/a - ! I ? 7" LANTER 10 1.7 1 . D-8 D WAL i �' ? I5-1 xSEE PROFILE DWG NO. P_ 90 FF : : 4 >( x x x x N, X Ll x If -ill X 10.2 X, X A 10.7 L ...... pp PR x 2 x x x x 12.3 . ..... 25' Canal Easement Plot Book 19 Page 217 X x . . . .......... x ;� �i2- 1 I._3 x X x 1p014 192 2 x 0"l 2 -VIS M E�= 9'. 8"ss 9,7 TAMARIND DR 1 r0,4 "X io,7 L. ....... - - - x x A "'r L E C T R I C4, X 11.5 METER _j At A tj x 1 .3f fx It x U N 0 &E R J X CONSTRUCTION 5, 3i 7 x 10.6 rt- I i x x -14 5 4 x 14 14, it 'c- e IN 8"? 12.1 x 5 x -ONO "If 5-1 D-8 x F 0,2 LP EL ........ ............. ... . . . ..... 4- ... . "T . ........ .............. . . ........ i2. . . ..... ------- 4 . ............. WE. TE -7 8"SS 81'ss arss OF• E R A M DR 2 v . . .. ..... ..... . ..... ......... . ....... . ................. . ........... HW :�71 T-b6,\ H W 6 8.4 . . ..... ---- - - - - ------ . . . ........... ...... .3-!-R . . .................. - --------- . ...... . . ....... . .. . ............ .............. . ..... . ..... .. . ....... / 41 j 6 TEE D-8 8 L F it i.2 11.3 r X x '2 . .... - 9 3 _7 RR TIE x 4 :x X, A -- - --------- 1 . ............ 11 1.2 x. ..... . x Of �x x H A x it x X x tj pp pp it ....... ...... kill . .. . . ... . ........... . CARD DESIGNED BY DRAWN BY CHECKED BY APPROVED BY DATE REVISIONS REVISED BY I CHECKED BY CADD nLE NAME NAME DATE DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS *SURVEYORS *SCIENTISTS *PLANNERS 5744Q1 4 ORLANDO TAMPA STRUCTURE NUMBER COORDINATE TOP ELEV. INVERTS 55-12 N 1678934.64 E 683266.28 9.70 0.40 0149 55 _1 n LN Z_ cq N 1678561.69 E 683410.86 9.70 N. -0.72 E. 2.16 S. 1.05 W. 2.16 QjA_ I 5-140 I N 1678825.75 E 682986.50 9.70 -0.10 Q14 S5-14 j N 1678453.04 E 683131.97 9.80 N. - 1.22 E. -1.32 S. 1.06 014 P4 14 Q'I :5 KEY MAP �g� 30 0 30 60 SCALE IN FEET -Q14 PLAN Q14 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES 'CAPITAL IMPROVEMENTS PROJECT NO. 87-400 DATE JULY 1990 SCALE 1 " =30" SHEET 73 OF :,:J+il91■ MATCH TO MAP P 15 ' 10.5 f x � e I � ; # C 55-12 I, I I I 1 aE � E It I I 1 I I 1 t I I ;, . 1 ri t ol . ......... 04 or- UN1 T 4✓ a�`��\ t ....•,,,,,•,r.. _...w.w... ...._.��r. .-. _ __ ..rr.. ___ ______ ._....�_ �+.,.w..r ......,..wr �_, a..�... tA" ...•+nr+......w.wrw. .�r._...w.. ••-._ rI _., . _.... N D DR 3 R—R -- - - - — - - - - _ _ ._ ._ ,� ».. _ ......__..._...._ .. _ ......_...�.. __ .......... I .. 1 81 i i i i ' —_-- _ T � 1 I �� R. `i x I 1 I E 8 # i I i SEE PROFILE DWG. NO. P 90 , Ji ' 4 t t 1€ Y t 1 C1 s I mil; 4 t} i [ 4 i 1 It t i OI �' to PI"'\ r \ t{ j pp x 0 �� ;? : w �! .i x ~'`." —� . '� �;7i TE `L 4 +%✓ � j � � � 4 } � f � ` I � ' � £ E � � p � �.. 1. E � 3 �•f L X . yLP� �,aAll 1 ...9 1 i'1 x 1p 9' 1 I 1 U\ L 8" SS ,ff �j/ UNPVD -Ra _ _ �� _ _ ......_._.. _.•...... .. .... ...»...........«-........ - y C;....,...-.....•._-_................. �N 4 ' ..r A I -..d.. r i rn _ --- _....... �. —�_,. ...... _ _ _.. _ ...._.._...... — ............ .......--__ .......... _._...... .............. � i .» .... _ _ g" SS 8�, SS wII... tY ER E V, DR :3.21 9.3 . _ ... ............. ....... .......... _.._ ....._. w .�: It a,.., . .. ........�.....�. x E SEE PROFILE DWG. NO. P r ? f i { i € 3 € 7C i € t ;. j t tl t 1.3 a kill 41-0 - .. �t� t1 n 27. 3 +w• - sa., r ter.... .. , ._ _y,s •..... __ . « . «. -.. ry ^- _ .. CADD DESIGNED BY DRAWN BY CHECKED BY APPROVED BY DATE REVISIONS REVISED BY CHECKED BY ICIADD FU NAME NAME DATE ] w DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS *SURVEYORS *SCIENTISTS *PLANNERS =8744Q1s ORLANDO — TAMPA STRUCTURE NUMBER COORDINATE TAP ELEV. INVERTS N 1678188.73 9.05 2.17 E 683555.46 �j N 1677815.77 8.70 3.29 E 683700.03 5-144 N 1678080.30 E 683275.73 9.20 2.18 015 N 1677707.34 8.85 3.30 149 E 683420.30 s 1 Q1S KEY MAP SCALE IN FEET PLAN - Q15 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS S—Q15 ROJECT NO. 87-400 DATE 1990PE SCALE 1 "=30' SHEET OF kx MATCH TO MAP P16 Or 0 zin c� x A c 0, 1 X/ r) U Z X uj x x 18 x c co EN x x 9 a C"f /-8 f LAJ 0 a. x 4 C x J ro, 00 x 0 LO S5-12 I I i :- : (-) (D V) 01 16A 4 1 S5-1311 016 'N OF 7 77 ........... 1 T ............ . .... ul _4L P -- - ---- ----- - 8, 4 7' �TT W2 W 2 - - - -------- - 0 t I vp f Iss X 6'ss 8 9.7 TANAARIND --- - --- . .... . '3 1j N ... . ....... . . . .......... ----------- ........ . . . .. . ....... . ......... --------- . .......... .......... . s x I 1 1 1 I 1� i t •'� L E} � 1 j 1 , s� � � ', 8 1 1 1 1 'i l 1 1 I I I R', A I I I I � ..� � s � I I\I i I, t 1 1 I I I A 1 l .�`"ISEE PROFILE DWG. NO. P-90 1 02, 2 X, :N D ER UNDER 9.1 CONISTRUCTiON x CONSI"RUCTION X U N 0 ER x C G N. S T R U!11-1"7'1 0 N 4 Q) c 00 E 0 q cn LIJ a x a_ ...-.� 6.� co o C (D $ p x pp UT>1 I a8 x x X 1012 X ig, c: WAL L f'h1 _ . d '� (/�]�� I U ' jl L 3 , �� _ / ( t I c j 4 0 ct� ............ _j cn Pool 1 00 w LLj ALL LLJ LLJ x X U) a 1 9�7 1. x cy- 3 < WA! 9 NDER CONS�TRUCT!ue)N L . ...... X 8" x RED. 5-14 x x 016 55-1 4-Q 3 1 r 1 016 1 WA,..I wAi_i D 1 /^^� ,,,� I 1 � i 1 �I 1. . t ii � { l � `� I r' I `. � E 1 � 1 �`` ;' � � � i I t 1 ------- LP .. . ....... >I, 57n. N �74 Owl- . . . ......... .... 7 I o HE= AL 87 Iss 8" Ss 8" ss U SILVER PAL.fv� DIR NPVD ......... . . .......... . . ...... . .. ....... . . .... . . .......... . . . . . .............. . rl q '_) . ........... . . . . . . . . . . . . . P" 2- m %17: 7 kA R .... .... 3 ACI--- ... ............. .... -4-N, .... . .... . .................... T,, tA_ I t "F L --- ---- p F F, r .89 .......... co X x I.. I I sx E cN i ��.... t 11 to I l [ iI I �•�'� _I X V X A .0 3 x x TAPPING SLEEVE SEE PROFILE DWG. NO. P-93 o' %4 AND VALVE r culou LO x 0 J 14- x it �� x 19. 6 . .............. . ...... 1 9�4 1 1 x co X x x Lj 5 X x o.7 I L4j 6 x 6_11�3 x POL . ..... . . . ............. tit .. ............. II!,` .............. . ........ ..... DATE CADD DESIGNED BY DRAWN BY CHECKED BY APPROVED BY REVISIONS REVISED BY CHECKED 78Y CADD FILE NAME NAME DATE DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS Is SURVEYORS •SCIENTISTS *PLANNERS 7 8744Q16 ORLANDO TAMPA � 0 STRUCTURE NUMBER COORDINATE TOP ELEV. INVERTS 55-12 N 1677623.45 8.80 3.90 0161 E 683774.57 55-13 N 1677438.20 9.00 _-Q&I E 683846.38 4.20 55-1311 N 1677275.03 9.80 N. 3.68 S.-0.70 Q1 6 _j E 683909.63 E.-0.84 W.-0.84 55-149 N 1677510.40 8.90 3.90 Q16 E 683496.63 S5-141 N 1677325.17 9.30 4.50 016 E 683568.44 s - 40 N 1677166.66 9.80 N. 3.99 S. 0.10 01 _f E 683629.88 E. 0.00 Ole KEY MAP I �g� 30 0 30 60 m SCALE IN FEET S_Q1 6 PLAN-Q16 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS PROJECT NO. 87-400 DATE JULY 1990 SCALE 1 = 30' SHEET OF MATCH TO MAP P17 I 0L 0 UNPVD .1... ....... . . ..... x 10.6 .................. ........ ... 8" ss Cr YVEREC v`JVEPOOL FH. VB - — ---- - - --------- 3!5 f x x ll W2 UNP- a ss ss T . !'-, I "N A M ND DR 8 9 FOOT -B R 1 D ;"-2L;-' 9 . . . ....... . .. �l - , - — ------- -.- vj; owl. . ....... . . ....... ........ H' . . . . . ......... . . ............. ..... S LP to %41 x 5-13 Q17 Ll ISEE PROF ft-E DWG. NO. 2 11 Y. 1"09 V) x 12, 1 x pp pp po . ............. PF 4 1 TEL TEL Ij u T C> X 1 19.7 18., y x T S5-15 I Q17 I X ivB F-H ........... . ... . .. . ......... . . . ................ . s ..... ...... . ........ -7.5 .............. 77 ........ . ...... . . ................................................... . ...... — — ------- ---- vice V9 .10 v Midi- 8 ss 8 ss— SllVi'--'R PALM DR 11/0 .. . . ........ . . .... . . . . ............ �z . . I 1 55 1 fAr. V-1 Q - pp . ..... R ............. . . ...... . . .. . . . .......... TE is EL x = j f 3 GV 8 x x s 5-14 17 01 -j� -- — ------ - - I x SEE PROFILE DWG X x x > It LIL x z x x 2 .... .............. x PCOL . . ...... . ........... x X -7 X, . . .... . . . ........... ....... ..... — — ----- \NW70p, TT-EV 4.9 5 CADD DESIGNED BY DRAWN BY CHECKED BY APPROVED BY DATE REVISIONS REVISED BY I CHECKED BY I CADD FILE NAME 9.1 NAME DATE DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS e SURVEYORS *SCIENTISTS *PLANNERS 8744Q1 7 ORLANDO TAMPA co 0 m STRUCTURE NUMBER COORDINATE TOP ELEV. INVERTS 55-13 N 1676902-15 9.90 INV. 0.42 017 E 684054.26 S�-1 7-4 L" N 1676528.32 9.65 INV. 1.54 01 E 684199.14 55-1 ASS N 1676794.63 9.50 INV. 1.22 Q17 I E 683774.13 S5-159 N 1676422.32 9.70 INV. 2.34 Q17 E 683918.47 pil. pl F 17 018- fi KEY MAP �g� 30 0 30 60 SCALE IN FEET S—Q 1 PLAN Q 17 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS PROJECT NO. 87-400 DATE juLy 1996 SCALE 1 " =30' SHEET 76 OF - MATCH TO MAP P 18 DATE REVISIONS CADD DESIGNED BY DRAWN BY CHECKED BY APPROVED BY REVISED BY CHECKED BY ICADD FILE NAME NAME DATE I EB DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS o SURVEYORS *SCIENTISTS *PLANNERS =8744Q18 ORLANDO — TAMPA 000i STRUCTURE NUMBER COORDINATE TAP ELEV. INVERTS 55-134 N 1676156.20 10.20 2.66 1 E 684343.40 S5-1511 N 1676047.80 9.90 3.46 Q18 I E 684063.65 18 P19 Q18 Ql s KEY MAP • .• ■ ■ ■ ■ ■ i �I it ��u+�i�l a u u �I ii iuiu�q .i � SCALE IN FEET PLAN - Ql 8 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS is Y i CqJ'A 87-400 DATE JULY 1990 SCALE 1"=30' SHEET ? 7 OF ��, DATE REVISIONS r i UATC_H Tn MAP P99 CADD DESIGNED BY DRAWN BY CHECKED BY APPROVED BY REVISED BY I CHECKED BY CARD FILE NAME NAME DATE (B DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS •SURVEYORS •SCIENTISTS •PLANNERS 8744o22 I ORLANDO — TAMPA STRUCTURE NUMBER COORDINATE TAP ELEV. INVERTS 57-11 N 1673769.34 9,60 -1.14 IJLLJ E 685268.72 F7-129 N 1673660.91 9.35 N -2.26 E -3.58 022 E 684988.98 S -3.12 W -3.58 N 1673287.95 9.75 -0.04 l.7LL— 1 E 685133.56 7-13 N 1673287.95 N -1.16 E -2.74 022 E 685133.56 9' 60 S -2.64 Mn� 2 Q22 KEY MAP 6 PLAN - Q22 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS , —Q22 PROJECT NO. s7-400 DATE JURY 1990 SALE 1"=30� SHEET 8 �� OF x 11.2 x .1 SHED* 12. x 0 11.4 x x x................. . ......... .. 0 . ...... .. .... ...... F_ �4 x ........... — 17 UT MB_ m 8 W 2 UNPVD be'ss�7 x 9.6 x MATCH TO MAP P23 x 1 11.8 x I i � I �\ I .�--� j� �D-11 D-8I I I I I _� C 12L3 'j —8 ------------ 9. ix ....... x — W2 va 9.6 -Er ss 61ss 9.5 UNPVD 9,4 `R 3 UT u ............. S —12 1 1 1 -K 1 7 S 7 I I I .� I I I —I � I I 121 x� � tI I I SEE x E PROFILE DWG. NO. P91 SEE PROFILE DWG. NO. P-92 STRUCTURE NUMBER I COORDINATE TOP ELEV. INVERTS 57-121 N 1673023.55 9.60 INV. —2.00 023 E 685557.83 S7 111111,111 1 N 1672651.13 9.55 INV. —0.88 Q?3 E 685702.15 N 1672915.13 10.00 INV. — 1.52 Q23 E 685278-09 S7-13 N 1672533.61 9.20 INV. — 0. 40 Q2 E 685425.79 x 4,4 MEIZ- 2—MB AMARIND DR x x x 1.7 JL ell x '4 x y. ... . .... rp TEL - SHED Or pp pp X i cj-7 1 9,5 x A- I x x x x x 0 x 1.7jj x 12, 5 x 2.3 x x i f 77— x 7-13 I __j 02 .... . .......... 57-13 . . . ................ x D-8 14. T WM ffj TEL '_41 m . . . . . . . ............... ... . .... 7 .. . ................................ . ..................... - ----- . ....... B.9 __J ..... . .......... - - - ----- 8.4 W15 - ----- . . ......... U IN6 . . .... . ...... . ......... .......... 8,6 u N: 4 9,2 UNP 8"ss 8"ss Tss ........... . ..... ...... ...... .................. .... VER PAi M DR M M; I . ......... ...... ...... ... ........................... 13 � I 2--MB a 9 . .. ....... . . . ........ .. .... . . C2 M ER . . ........ . ........... . . .. ........... ....... 3 _1 ............... . .. ......... .. ----- - . . ....pp wm ...... . . . . ... -RS ... .... wmj TEL . LP . ....... . ................... --- - -- t 8 x SEE PR —95 SEE PROFILE DWG. NO. P-94 PROFILE DWG. NO. P >1 1.4- L Ipp 7 ........... X-10 x X, x 57-103 fiFz >�s L2 c" 1 I .. ............. SH x x x 01 /11-1 JCj x i SH, x . ....... -X _X_ I CADD NAME DESIGNED BY DRAWN BY CHECKED BY APPROVED BY DATE REVISIONS REVISED BY CHECKED BY CADD FILE NAME DATE DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS e SURVEYORS •SCIENTISTS *PLANNERS 8744Q23 ORLANDO TAMPA N 2 3 P 2 12' P PZ24 nA 02 le W3 Q2_4 K EY MAP �g� 30 0 30 60 SCALE IN FEET S—Q23 PLAN Q23 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS PROJECT NO. 87-400 DATE JULY 1990 SCALE 1" =30" SHEET OF MATCH TO MAP P24 90, x 3.2_ FOOL 12,3 ( 12.7 L N DER y � x CONSTRUCTION 12.6 x I f 7-1 t l 1 I 11 I i 1 i x UT 00 8" SS 8 SS :L 9.6 u N PVD (9. 8 — t ! . R UT 4. E 1 I i !! x' x t .......... } 1 \ y 1 \. ' x pp � - E x: jfF � i 7 E F t t t `I x t Ei F k •.A `mil � , UT------_ _ _ i : -- _ _ — w.www... `... _~y~�•~Yv . w.� U N PVD 8"SS 8 SS ^^'•'1'•-_-.."':.C�.»._.._..'..'.2'.^F`a-y.'r_",. w.. z-e'.�,a'- •.7.. _ _ — .. ... .... .... ... F tiJ . I 24 # Y Lo' 1 { , 11.6 ZE:1 { € 4 ! ,. i E x x E� y �. f 7 12. x �I: 12,2 I I. — 1 1'.9 i i 1 r x i i J if TEi or � M 6 � .2 . ..,8 � ---� A� B f N P1�Q )r SS TAMARIND DR x x ' T' v 1 # 1 I I I I I X I I 1 1 I I 1 i _ ; I I ( •� � 1 I ,� I I I I �,"� ? x It --�_ x f ` SEE PROFILE DWG. NO. P-92 x x 11'5 x l x , t ?i f i i ti. F._— ' _.... t _ E E S L . �` ..... .... € - -- ...... __. UT 6-8 CX 1 • = C i 1 l../...I S t x --A 0,4 10, It t tt{ t €� .9 HA • t t _ Li N PVD- \ 8ff S S SILVER R _ ....._-........... ..... .:_. - _.....3 R^ y SI ... GO i f Z E •"y .. ti 1�21 �.. I I I I ~~' F t j t I 1 I 33 �4 i l � . w SEE P RO.FIL-• E----OWG,- N It ♦ x , f -10 CADD DESIGNED BY DRAWN BY CHECKED BY APPROVED BY DATE REVISIONS REVISED BY CHECKED BY CARD FILE NAME NAME DATE DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS •SURVEYORS *SCIENTISTS *PLANNERS 8744o24 ORLANDO — TAMPA STRUCTURE NUMBER COORDINATE E�� INVERTS 7-123 N 1672277.5164 9.75 0.24 4 I E 685847.0657 7-124 N 1671904.5364 9.15 1.36 E 685991.5854 1 N 1672169.0876 9.50 0.72 4 I E 685567.3092 58-1381 N 1671796.1125 9,55 1.84 E 685711.8409 024 K EY MAP PLAN - Q24 PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS r� PROJECT NO. 87-400 DATE JULY 1990 SCALE 1" =30' SHEET OF ------------ -------------- -E�=- ----- - ............ . . . . . . . . . . ................... . . . . . . . . . . . . . . . . . . . ... ........................... ..... ............................. .................... . . . . . . . . . . ............... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................... .............................. ........... ......... ................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . ... . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . .. .. . . .. . .. 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PROFILE 87-400 DESIGNED BY DRAWN BY ROYAL PALM DRIVE DATE DYER, RIDDLE, MILLS & PRECOURT, INC. PHASE 4 SCALE 1" =50' HORIZ. CHECKED BY APPROVED BY ENGINEERS 0 SURVEYORS •SCIENTISTS •PLANNERS CITY OF EDGEWATER, FLORIDA 1 =5' VERT. DATE REVISIONS REVISED HY CHECKED BY LADD FILE NAME 8744P56 ORLANDO TAMPA FLORIDA SHORES CAPITAL IMPROVEMENTS SHEET 85oF 14 - 15 15 lNV. 1,4— 51. M. OUT— _ 10 10 5 VG ropw o ° _5 -5 - -10 10 292+00 293+00 294+00 295+00 296+00 297+00 298+00 299+00 300+00 301 +00 302+00 303+00 304+00 305+00 306+00 307+00 C/L 34th. STREET Cl -7 If-- [31424 E 6 8""" r— 9 k/. m 13 R44 ELEV 14-2pq K E 6-8-19-3ij, L- Q88456.2014 RIM ELLE V 6 5 ---7,60 INV15 15 = _7.60 10 10 5 5 0 0 -5 -5 -10 -10 ............... . 307+00 308+oo 309+00 310+00 311 +00 312+00 313+00 314+00 315+00 316+00 317+00 318+00 15 15 10 1.OK * - yr -5 -5 10 -10 P-57 PROJECT NO. CADD NAME DATE PROFILE 87 - 400 DESIGNED BY ROYAL PALM DRIVE DATE DRAWN BY JULY 1990 DYER, RIDDLE, MILLS & PRECOURT, INC. PHASE 4 SCALE 1" =50' HORIZ. CHECKED BY 1" =5' VERT. APPROVED BY ENGINEERS • SURVEYORS • SCIENTISTS • PLANNERS CITY OF EDGEWATER, FLORIDA DATE REVISIONS REVISED BY CHECKED BY ICADD FILE NAME 8744P57 ORLANDO - TAMPA FLORIDA SHORES CAPITAL IMPROVEMENTS SHEET 86 OF r . ...... ...... ...... .. .......... i - . ............ ------- 689006 � anaEV,7.. - 15 15 1 10 5 I 11 —5 11 —10 276+00 277+00 278+00 279+00 MORM•N 282+00 283+ 00 284+ 00 286+00 287+00 289+00 290+00 291+00 10 n I CADD NAME DATE DYER, RIDDLE, MILLS & PRECOURT, INC. PROFILE SABAL PALM DRIVE PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS PROJECT NO. 87— 400 DESIGNED BY DATE JULY 1990 DRAWN BY SCALE 1"-50' HORIZ. �� - ' V RT — CHECKED BY CHECKEED ENGINEERS • SURVEYORS • SCIENTISTS • PLANNERS BY SHEET 87 OF ORLANDO — TAMPA DATE REVISIONS REVISED BY CHECKED BY CADD FILE NAME 8744P60 10 . _ 15 _ 2-62 ' _ 15 - - 10 . 10 „ „ 5 5 0 "p VC 0 0 -5 -5 -10 -10 291 +00 292+00 293+00 294+00 295+00 296+00 297+00 298+00 299+00 300+00 301 +00 302+00 303+00 304+00 305+00 306+00 INV. IN_ - 7.42 INV, OUT= 15 15 - - 7.42 ADE 10 10 EXIST. GULA Ll I 400 t:.F. 8" PVG 0.21% 5 5 0 0 -5 -5 -10 -10 306+00 307+00 308+00 309+00 310+00 311 +00 312+00 313+00 314+00 315+00 316+00 317+00 15 15 10 1 Pik W f .E. 0 0 -5 -5 -10 -10 P-61 PROJECT NO. CADD NAME DATE PROFILE 87-400 DESIGNED BY SABAL PALM DRIVE DATE i JULY 1990 DRAWN BY DYER, RIDDLE, MILLS & PRECOURT, INC. PHASE 4 SCALE 1" =50' HORIZ. 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INV = W3-" 277+00 278+00 etc_ 279+00 DATE REVISIONS 280+00 XISTING E/"RADE 281 + 00 282+ 00 CADD NAME DATE DESIGNED BY DRAWN BY CHECKED BY APPROVED BY REVISED BY I CHECKED BY ICADD FILE NAME I 8744P68 283+00 284+00 285+00 DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS •SURVEYORS •SCIENTISTS *PLANNERS ORLANDO - TAMPA - 675891:22--- 286+00 µSTREET _7 ----- - - -- ------ 287+00 PROFILE UMBRELLA TREE DRIVE PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS 15 ffel A I I = 10� 289+00 P-68 PROJECT NO. 87-400 DATE JULY 1990 SCALE 1" =50' HORIZ. 1" =5' VERT. SHEET 2 OF 15 �-�4s48. � 2 _ _.._ �......._ _ _ _._« __� .. . 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C ED B APPROVED BY ENGINEERS • SURVEYORS • SCIENTISTS • PLANNERS CADD FILE NAME 8744P64 ORLANDO — TAMPA PROFILE UMBRELLA TREE DRIVE PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS P-69 PROJECT NO. 87 — 400 DATE JULY 1990 SCALE 1"=50' HORIz. 1" _ ' V RT. 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G kd-;--STREE th- STREE=- 012 N i680331AT- S5=24--i- k 167995 ---- ------ - mil, 4366.20 684510. 9 16 04-89.7596— _9 15 15 UE� �_l. Q, - ------ 40 R 4() --,ELE-V,;, 0- 70 '28— 4120 E NG CA GR NVv Zo 4 lo ..... . rl L V.- - -------- ------ -- ------------- --- 4ST.-CuLi li- - F- A fUl 40C: 0-4D.--28X- 40 - - ------- --- - --- - ----- _10 P-71 PROJECT NO. CADD NAME DATE PROFILE 87-400 DESIGNED BY VICTORY PALM DRIVE DATE DRAWNBY DYER, RIDDLE, MILLS & PRECOURT, INC. SCALE 1 =50' HORIZ. APPROVEDBY ENGINEERS 0 SURVEYORS SCIENTISTS PLANNERS CITY OF EDGEWATER, FLORIDA 1 =51 VERT. DATE REVISIONS REVISED BY CH NAME 8744P71 ORLANDO TAMPA FLORIDA SHORES CAPITAL IMPROVEMENTS SHEET OF . . . . . . ..... - -- -- ------------- ew*4 fim mw IV I TIP -------- -- ............ . . . . . . . . . . . - - -- -- --------- -- ---- - - - - - - - - - - . . . . . . . . . . . . . .......... . . . . . . . . . . . . . . . . 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""'N22— E 686111" RIM-N2. 86541-.55-- - -- - — ------ -N2,3-. E-686397.1 ---- --4 73.027- F -Fikt - _ELEV -4 lN N T6737], 0.9477- .4198:1 845 -R 10 . . . ....... -- ------ 8"FM ------- ---- ------ ----EXI S CWSIT; ---- 4CULVi;- . ...... UL-V—. ------------ 5 ------------------- 400 L.F- er- mod 119WA� -0 0 _Ls -28%- 0'. ..... . -5 -5 -10 10 L 370+00 371+00 372+00 373+00 374+00 375+00 376+00 377+00 378+00 379+00 380+00 381+00 382+00 383+00 384+00 P-82 PROJECT NO. CADD NAME DATE PROFILE 87-400 DESIGNED BY WOODLAND DRIVE DAM JULY 1990 DRAWN BY DYER, RIDDLE, MILLS & PRECOURT, INC. SCALE 1"=50' HORIZ. APPROVED BYi ENGINEERS 0 SURVEYORS SCIENTISTS *PLANNERS CITY OF EDGEWATER, FLORIDA 1 =5' VERT. 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E�6&3882:906 --- N.- -__:------- � - -- Sr- - ----- _ _�—_ �_ _—_ _ _� � _ S. INV�= Z3-�- �` __�X._. E �cisr Lv: X -pvc�- -goo. tf--a 328+00 329+00 330+00 331+00 332+00 333+00 334+00 335+00 336+00 337+00 � 338+00 339+00 340+00 341+00 342+00 P-93 PROJE T N0. CADD NAME DATE PROFILE 87-400 DESIGNED BY SILVER PALM DRIVE DATE DRAWN BY JULY 1990 DYER, RIDDLE, MILLS & PRECOURT, INC. PHASE 4 S�A� ��=50' HORIZ. CHECKED BV ENGINEERS *SURVEYORS •SCIENTISTS *PLANNERS CITY OF EDGEWATER, FLORIDA 1"= V RT APPROVED HY DATE REVISIONS REVISED BY CHECKED BY CADD FILE NAME 6744P93 ORLANDO - TAMPA FLORIDA SHORES CAPITAL IMPROVEMENTS SHEET � � 5 OF 'i='137 2 MINI C.Lr- v. #-1872169: 9 =--` --�" � _ f-685567.3 ��_ =. _ .� - STRE�fi- - s -� __ �_-- - _ -Q2 fi85��$4 mill r1Lr_%j N,-1N.1��-,._-� 4 - - —� - @45-- --f - 68585 -Z.96--- �� 5:7�56-- 10 —_ � XIST�N -£�L-GR -_� _-�__ __.� 57-1 -N-i674274-- 10 384+00 385+00 386+00 387+00 388+00 389+00 390+00 391 +00 392+00 393+00 394+00 395+00 i. ... .................. .. 15 15 10 10 3 10 10..E P-95 CADD NAME DATE PROJECT N0. PROFILE 87-400 DESIGNED BY SILVER PALM DRIVE DALE 90 DRAWN BY DYER, RIDDLE, MILLS & PRECOURT, INC. PHASE 4- sc�Ji LY509 HORIZ. 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IIIIIII N ■I� III w�l■ �AAI. _ ilAiArlllE r� ■■I rllAl � i �_ rNAI qqqi tl 7T IIII AI� � I� IrIIAI .. ... w r • . • 1 1 1 ter` � � 1 1 � IIII _ • , • • • 1 • VISTA PALM DRIVE EDGE OF EXIST ROAD WOODLAND DRIVE EXIST. EDGE OF ROAD �S --� EXIST. EDGE OF ROAD � I _ f � -- EXIST. 2" W \ 9 I � R PLACE EXIST. �\ �0' CONNECT TO EXIST. R AD BASE IN EDGE OF EXIST. 2" W _ - - — — _-- WATER LINE WITH TH S AREA W/ ' S & MULCH EXIST ROAD 6" 45 BEND I E D » ( » / l 0R Ft 4 COMPACTED 11 LF. OF 1 1 /2 SCH �4 SHELL 40 PVC (18" MIN. COV ) D-8 e 7.6 EXIST. SWALE X I 7.9 -- EXIST. UT -- 9 -- 8.9 3/4" X 7.9 I 4" OMPACTED - n I D-19 �� SHE L I 0 6 •_ » S B 'S1 rD-19 12' WIDE GATE S I REPLACE EXIT. I 13 0 Cjjjl� ROAD BASE IN i I p_19 SE DETAIL oo 12 WIDE ATE THIS ARE W/ 6" 45 e BEND » (D45 I I S SEE DETAI SEED & MULCH � I 8 FM D-5 I 1 A � 00 D-19 10 10� F D-19 I D-19 B 1 I I X x x J 3/4» GATE ooLLJ -i D 19 VALVE '..; o z • •.t::: . FLAGPOLE cn -_ X X X 'n 1 p�-p" 4'-0 O ',,� �,• COMPACTED SHE L �,:• •.z Z. a..,' I ACCESS ROAD „ o I I W 1•�•�., I I Z - I � I 4 DEEP GRAVEL l I s 4'-0" 10'-0" 'n '� `'Y WITH 8,.. IL X •i POLYP LENE B.B " COM ACTED SHELL r� I 12» 4-7 ACCESS ROAD l I •' ' - (TYP .) I f V VE X HOSE BIBB , VA JLT 4" D EP GRAVE I I 6" •'• ' t WITH 8 MIL. t . 4 DEEP GRAVES I ;t POLY '-H.YLENE I I . VA VE WITH 8 MIL ' - - ' » —HOSE BIBS •. , . .-•,:'` •=; • 12 VA LT �o POLYETHYLENE ._.• ': _• �-- o . �I(TYI I Z rItN CN �� I z ;�'•... 4 DEE GRAVEL �- N 167 595.13 N 1673609.12 I 'C co V) ` o WITH 8 MIL 2 x E 685 26.06 E 685920.64 •�-- I POLYET YLENE w a o I � N � I N � LsJ r— � — - 12DIP - o 1678868.79 N 1 8854.80 ANI ARY V I 684203.67 E 6 4209.09 I W x I w I _ Lj WE' L AN 0 LE _ 0 ``' I X. 6 I n NI ARY 2" DIP - -- SA I • , . MAN O LE •• WT :ELECTRICAL C NTR 0 L WE'LL o 5' :� PANEL I I H6n SEE DETAIL -� Lo to A 10' - 0" IIL 5' - 0" I LECTRICAL ONTROL AN EL t. • . ao I �,•• •, I D-7 -. X t X x x • :r EE DETAI L » A 5'-0 1109-0"5 —p" I I 10 33 —opt ol x I - X X X I I PROP. 6 CHAIN I LINK FENCE p_1g PROP. 6 CHAIN l I D 19 I LINKFENCE e I SEE DETAILrD-12 B I 6" 4 BEND SEE DETAIL (D-12 n l , " I , " I J�� I REMOVE EXIST. 6" I p p 33 •-p 7 -0 WATER MAIN CD V) I g .1 I V) ~ � w X rn I I �I W o I Of 0o W 0)r- /t XI LL. 1ad y•yy .y IiSi _.j '.. I EX Ili. DIRT ROAD I . W C 0 00 cn 0 c4i N Y i l i 'h I V) x EXIT. DIRT ROAD ,. f I • I I � ' 4, t i;, cr— M 25 CONNECT TO EXIST. WATER LINE WITH 25'-0"w4 6" 45' BEND NOTES: PUMP STATION NO. 7 PUMP STATION NO.J' 1. FOR PUMP STATION DETAILS SEE DWG. D-6 SCALE: 1 /4" -1'-0" D-4 SCALE: 1 /4" =1'-0" 2. REGRADE SWALES ARROUND PUMP STATION SITE. (SEE PLAN SHT. S-P22) (SEE PLAN SHT. S-N 14) PROJECT NO. CADD NAME DATE SITE PLAN 87--400 DESIGNED BY PUMP STATION NO. 5 & NOs 7 DATE J U LY, 1990 NOTES: DRAWN BY DYER RIDDLE MILLS & PRECOURT, INC. PHASE 4 ScAls , 1. FOR PUMP STATION DETAILS SEE DWG. D-6 CHECKED BY ' ' —1 2. REGRADE SWALES ARROUND PUMP STATION SITE. —0" ENGINEERS •SURVEYORS •SCIENTISTS *PLANNERS CITY OF EDGEWATER, FLORIDA 1 /4,� APPROVED BY F'LO R I DA SHORES CAPITAL 1 M P ROVEM ENTS L22 ORLANDO -- TAMPA DATE REVISIONS REVISED BY CHECKED BY CADD FILE NAME 8744509 �� OF 00 V W C RAISED 1-1/2" LETTERS FLUSH WITH TOP OF COVER P LAN 2 - NON PENETRATING PICK HOLES MACHINED MATING — 1 SURFACES 1-1 /2" MIN. .4-3/4" MIN. ELEVATION NOTES: SEE SPECIFICATIONS FOR WATER TIGHT MANHOLE FRAME AND COVER. DETAIL- STANDARD MANHOLE FRAME AND COVER � N.T.S. CONCRETE SET COVERS FLUSH IN ROADWAYS & AT ELEVATIIONS SHOWN IN OTHER AREAS. OR 3" BE'LO�y GRADE ON UNPAVED ROADS. 1'-6" MIN. 3'-0 MAX. 5" 2,-0" EPDXY COAL TAR COATINGS PER SPECIFICATIONS 4'-0" TROWEL -FINISHED CONCRETE BENCHING SEE MANHOLE CONNECTION DETAILS MANHOLE FRAME & COVER SEE DETAIL rD-10 • A FRAMES BEDDED IN MORTAR 2 COURSES OF BRICK (MIN. 4 COURSES (MAX.) w oc INSIDE WALL Cl » Q 5 MIN. �- � DDC__DDIIICI 0 00 cn BENCHING PER SPECIFICATIONS „ D o w MIN . COMPLETED WITH ll 8" MIN. SQL NT EEEz 9" 9" �II III -�19 „� 9 BEDDING ROCK 2" MIN. PRECAST MONOLITHIC BASE NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24». 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE v CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. 00 DETAIL- PRECAST CONCRETE MANHOLE PLAN AND SECTION D .......... 10 N.T.S. - E SET TOP OF VALVE BOX TO FINISHED GRADE - FINISHED GRADE SEE NOTE 2 - M.J. PLUG VALVE WASTEWATER FORCE MAIN —� 6" BEDDING ROCK VALVE COLLAR SEE DETAIL D-11 D ADJUSTABLE CAST IRON VALVE BOX BOX SHALL REST ON BEDDING ROCK NOT ON VALVE OR PIPE AND SHALL BE CENTERED ON ° o OPERATING NUT 0 NOTES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO COME UP TO 4 FOOT DEPTH BELOW FINISHED GRADE. DETAIL- 4' THRU 8" PLUG VALVE AND BOX N.T.S. OUTSIDE WALL PRE -PRIMED JOINT SURFACES PRE -MOLDED PLASTIC JOINT SEALER WITH PROTECTIVE WRAPPER (WRAPPER TO 8E REMOVED) SQUEEZE --OUT PRECAST WALL OLE . 7 °E : INLET CONNECTION AS REQUIRED G STANDARD DROP D ETAI L PRECAST MANHOLE WALL . v TEE INFLUENT SEWER (SEE NOTE 2) CONCRETE ENCASEMENT OF VERTICAL PIPE DROP PIPE (SEE NOTE 1) 90° BEND 2" STAINLESS STEEL PVC OR BAND DIP STAINLESS STEEL p PIPE CLAMP 7 . - • d ° RESILIENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES. 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 2 FEET OR MORE ABOVE THE MANHOLE INVERT. DETAIL- MANHOLE CONNECTIONS N.T.S. 4' x 4' PRECAST FINISHED GRADE - 4" MAX.- 1 ' ♦ 1 1 Ii 1 1 4" MAX. 4' x 4' PRECAST CONCRETE VAULT 36' SQ. 17-1 /4" CAST IRON FRAME AND COVER WITH ACCESS LID. i-- - GROUT �-- FINISHED GRADE 2" VALVE (TYP.) 5" WALL (MIN.) 2" PORT WITH THREADED PLUG SEE NOTE 1 IF GROUT 2" UNION T 2" BRASS PIPE T GATE VALVE 8" x 1 fi REINFORCED CONCRETE FOOTING. WASTEWATER FORCE MAIN OR WATER MAIN NOTES: 1. THE MINIMUM DIMENSION FROM TOP OF PIPE TO FINISHED GRADE SHALL BE 4.0 FEET. UNLESS APPROVED BY THE ENGINEER. DETAIL- OFFSET AIR OR COMBINATION AIR/ VACUUM RELEASE VALVE N.T.S. BEDDING ROCK 1 1 • '1 '•rl� DETAIL- AIR OR COMBINATION AIR/ VACUUM RELEASE VALVE N.T.S. CADD NAME DATE DESIGNED BY DRAWN BY CHECKED BY APPROVED BY DATE REVISIONS REVISED BY CHECKED BY CADD FILE NAME 8744518 DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS •SURVEYORS •SCIENTISTS •PLANNERS ORLANDO - TAMPA LOT LI N E N w ,l, V)o REMOVABLE PLUG (TYP) r VARIES WYE WITH 4 BRANCH - 4" 450 BEND � ROTATE TERMINAL DEPTH 300 (TYP.) AS REQUIRED FOR (SEE NOTE 3) "HOUSE' SERVICE (3' MIN.)(TYP.) NOTES: VARIES EXISTING / PROPOSED PAVEMENT CAST IRON VALVE BOX TOP SECTION EXTENSION ROD AS REQUIRED 2" 90" BEND Z NIPPLE SERVICE SADDLE PER SPECIFICATIONS w SEWER MAIN SIZE VARIES WYE WITH 4" BRANCH 4» 45° BEND WYE DOUBLE PLAN FINISHED GRADE SLOPE TO DEPTH AT 1.0% MIN. `Y (TYP.) --� - LATERAL [ PROFILE --SPRING LINE —SEWER MAIN DOUBLE LATERAL WYE WITH 4 BRANCH LINE REMOVABLE PLUG (TYP) 1. EACH SERVICE SHALL BE CLEARLY MARKED WITH A 2» x2" x 18" AT THE R/W LINE, WITH THE TOP PAINTED GREEN AND MARK THE NUMBER OF LOTS TO BE SERVED. 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE: 007 25' MAXIMUM. 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAINr BELOW SPRING LINE. DETAIL-- SERVICE LATERALr . D-10 N.T.S. DETAILS PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS - H D-10 PROJECT NO. 87-400 DATE JULY 1990 SCALE AS SHOWN sHEET 127 OF SET TOP OF VALVE BOX VALVE COLLAR TO FINISHED GRADE SEE DETAIL rD11 D FINISHED GRADE ADJUSTABLE CAST IRON SEE NOTE 2 VALVE BOX BOX SHALL REST ON RESILIENT SEAT BEDDING ROCK NOT M. J. GATE VALVE ON VALVE OR PIPE AND SHALL BE CENTERED ON MAIN —� � OPERATING NUT 6" BEDDING ROCK NOTES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO COME UP TO 4 FOOT DEPTH BELOW FINISHED GRADE. DETAIL- GATE VALVE AND BOX N.T.S. UP E/ "' "E" COLLAR )ETAI L rD �11 D 1 U STABLE CAST )N VALVE BOX X SHALL REST ON DDING ROCK NOT VALVE OR PIPE D SHALL BE VTERED ON ERATING NUT HYDRANT OPERATING NUT HOSE NOZZLE 24" x 24" x 6" THICK REINFORCED CONCRETE SHEAR PAD. SEE NOTE 2 2 -• 4 AT 9" O.C. LL AROUND --� COMPACTED BACKFILL SEE NOTE 3 - 6" BEDDING ROCK NG ROCK M J ANCHORING - COUPLING NOTES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO COME UP TO 4 FOOT DEPTH BELOW FINISHED GRADE. DETAIL- BUTTERFLY VALVE AND BOX N.T.S. GATE VALVE TEST COCK (TYP.) THREADED NIPPLE (-rYP.) � FINAL GRADE FROM MAIN 18" x 18" x 6" CONCRETE COLLAR WITH 4 BAR ALL ARO D (2 REQ' D. ) NOTES: 1. ALL PIPE AND FITTINGS 2» AND SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS. DETAIL- BACK FLOW P R EVENTER N.T.S. AS REQ'D. PUMPER NOZZLE FACING STREET --i z 00 r .— w Q 12" MIN. — VALVE COLLAR SEE DETAIL rD-11 D M J HYDRANT ANCHORING TEE RESILIENT SEAT GATE VALVE AND BOX SEE DETAIL rD11 NOTES: 1. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE, OR WITH A PERMANENTLY PLUGGED WEEP HOLE. 2. THE CONTRACTOR MAY INSTALL THE SHEAR PAD RECESSED UP TO 4 INCHES BELOW FINISHED GRADE AND SOD THE RECESSED SECTION. 3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE A 6" MINIMUM. DETAIL- FIRE HYDRANT ASSEMBLY N.T.S. REDUCED PRESSURE OR DOUBLE CHECK VALVE BACKFLOW PREVENTER IN ACCORDANCE WITH SPECIFICATIONS GATE VALVE - UNION (2 REQUIRED) �90° BEND r (2 REQUIRED) CORPORATION STOP (1" MIN.) :no Id POLYETHYLENE TUBING (1" MIN.) SINGLE METER BOX AND WATER METER -- SINGLE SERVICE AWWA TYP E CC 10CAnC SAD D 18"x18"x4" THICK CONC. PAD TYP. EACH VALVE BOX. 3" DiA. BRONZE DISC ANCHORED IN CONC. PAD 4 BARS ALL TAMP AS R Q'DX�OUND SEE NOTE 1 7 SIZE OF VALVE TYPE OF VALVE . • -' �-�- .' ' SERVICE ,; •� �� ' L-20 .' DIRECTION & N0: - ' " '•' ••, OF TURNS TO 4-' :� •. . r� . • ' OPEN •; �.•r:•' .`, �r' : VALVE BOX ' • W"IM AND COVER If ' ♦ :: (TYP-) .�-'. ♦ . . ♦ . A. 2500 P.S.I. L-9" CONCRETE MIN. TOP FLUSH WITH FINISHED GRADE VALVE BOX AND COVER (TYP-) CURB STOP CORPORATION U-BRANCH (SEE NOTE 3) STOP (1" MIN.) Fj�IxGMARK WITH x3/314 WOOD PAINTED BLUE &WITH CURB STOP LOT NUMBERS Z 2 EA. vvmlr-R MAIN POLYETHYLENE TUBING (1" MIN.) DOUBLE METER BOX AND WATER METER -- DOUBLE SERVICE CORPORATION STOP & FITTING (NORMALLY OPEN) TO METER BOX ASSEMBLY — POLYETHYLENE TUBING TO NOTES: SERVICE 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL BE BURIED APPROXIMATELY 3" BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A 2" X 2" X 18" STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. DETAIL- WATER SERVICE CONNECTIONS D-11 N.T.S. - F CADD DESIGNED BY w 00 DRAWN BY CHECKED BY Lw APPROVED BY ommumom DATE REVISIONS REVISED BY CHECKED BY CADD FILE NAME NAME I DATE 8744517 DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS * SURVEYORS *SCIENTISTS *PLANNERS ORLANDO — TAMPA �— 2" (MIN.) UNIMPROVED CONDITION 9" IMPROVED CONDTITION 3" DIA. BRONZE DISC ANCHORED IN CONC. PAD STAMP AS REQ'D, ANCHORS ASPHALT SURFACE BASE..'. 4" x 4" x 18" LONG (MIN.) PRECAST POST WITH 3" DIAMETER BRONZE DISC SET IN GROUT AS SHOWN ABOVE. NOTES: 1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 12" AND LARGER. 2. VALVE COLLAR DIMENSIONS MAY BE REDUCED TO 16" X 16" X 4" WHEN THE BRONZE IDENTIFICATION DISC IS NOT REQUIRED. DETAIL -VALVE COLLAR o-1 1 N.T.S. — p CAST IRON Pq�BLE nMETER BOX NOTES: 1. AL 2" PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL OR BRASS WITH THREADED (NPT) JOINTS. DETAIL- BLOWOFF VALVE N.T.S. DETAILS PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS 7 D-11 PROJECT NO. 57--400 DATE JULY 1990 SCALE AS SHOWN 1 SHEET__.�5. OF �_. CROWN TRENCH IN UNIMPROVED AREAS VEDDING MIN.) (SEE TYPE B AND TRENCHING DETAIL FOR OTHER COMMON FILL - TRENCH WIDTH VARIES W/ SIZE OF PIPE SEE NOTE 4-7\ * PIPE- O:D. FINISHED GRADE i r 12" (TYP.) /\� SELECT z /�/' COMMON o SELECT COMMON FILL //� FI1-1- L® z �\ ; BEDDING ROCK / W //� a- /cl- w ccnn PIPE BEDDING � (SEE NOTE 8 & 9) UNDISTURBED EARTH NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE ENGINEER. 4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24' MAX. FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WR BELL FACING UPSTREAM TO THE DIRECTION OF FLOW FOR SEWERS. 7. REFER TO SPECIFICATIONS FOR SHEETING AND BRACING IN EXCAVATIONS. 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE ENGINEER. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER LESS THAN 15"1 AND 6" MINIMUM FOR PIPE DIAMETER 16" AND LARGER. 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. THE ENGINEER SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. DETAIL -TYPE A BEDDING AND TRENCHING D-13 N.T.S. �7 TRENCH WIDTH VARIES W/ SIZE OF PIPE CROWN TRENCH IN UNIMPROVED AREAS 3" MIN. FINISHED GRADE SEE NO 8) r SEE NOTE 4 COMMON FILLtz PIPE- O.D. *• /� / 12" (TYP.) y • - / /• SELECT o z- / � COMMON o 0 FILL m z UNDISTURBED !/ w W WTH\ -� a. w co SEE NOTE 3) >�� - /�� c NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE ENGINEER. 4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24, AND 24„ MAX. FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF OF FLOW FOR SEWERS. 7. REFER TO SPECIFICATIONS FOR SHEETING AND BRACING IN EXCAVATIONS. 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH SPECIFICATIONS. ROAD SURFACE RESTORATION SHALL COMPLY WITH SPECIFICATIONS. DETAIL- TYPE B BEDDING AND TRENCHING N.T.S. UNDISTUPOEn SOIL (TYI EDGE OF TRENCH (TYP.) AREA FOR PLUG CROSS W/PLUG WOOD FORM BOARDS BEHIND BELL SHALL NOT INTERFERE WITH JOINT (TYP.) CONCRETE THRUST BLOCK (TYP.) 0/2 cRoss w/ TWO PLUGS �' EDGE OF TRENCH (TYP.) OFFSET (AS REQ'D) --� EDGE OF CROSSCUT UNDISTURBED SOIL (TYP.) TRENCH WIDTH THRUST FITTING BENDS THRUS BLOCK AREA SQ. FT.) CONCRETE THRUST BLOCK TYPICAL SECTION WYE AREA FOR TEE AREA FOR 450 BEND DETAIL- THRUST BLOCKS D-13 N.T.S. - p CADD DESIGNED BY DRAWN BY CHECKED BY APPROVED BY DATE REVISIONS REVISED BY CHECKED BY CADD FILE NAME EARTH SHEETING "Cr / 4 - "D" / 2 6" MIN. WOOD BLOCKING (TYP-) AREA FOR PLUG TEE W/ PLUG AREA FOR TEE AREA FOR PLUG TEE W/ END PLUG SEE NOTE 1 (TYP.) A rye CONCRETE ARCH SHEETED TRENCH 10" MIN. kr- 2500 PSI CONCRETE SHEETING BEDDING ROCK UNSHEETED TRENCH D" SEE NOTE 1 (TYP.) Er MIN SHEETED TRENCH UNSHEETED TRENCH n» e SEE NOTE 1 (TYP.) FULL ENCASEMENT NOTES: SIDES CAN BE FORMED 2500 PSI CONCRETE UNDISTURBED EARTH SIDES CAN 1. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN : BE FORMED 24", AND 24" MAX. FOR PIPE DIA. 24" AND OVER. 2. "Cr REFERS TO THE DIAMETER OF THE PIPE. 3. "T" REFERS TO THE THICKNESS OF THE PIPE WALL. 2500 PSI 4. USE OF CONCRETE ARCH HALF ENCASEMENT OR FULL CONCRETE ENCASEMENT TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE ENGINEER. '�-- UNDISTURBED EARTH 5. REFER TO THE SPECIFICATIONS FOR SHEETING AND BRACING IN EXCAVATIONS. CRADLE OR HALF ENCASEMENT NOTES: 1. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND TO UNDISTURBED MATERIAL. 2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS. JOINTS SHALL NOT BE COVERED BY THRUST BLOCKS. FITTINGS SHALL BE PROTECTED BY POLYETHYLENE FILM (8 MIL.} PRIOR TO PLACING CONCRETE THRUST BLOCK. 3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF THRUST BLOCKS, AS REQUIRED. 4. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS REQUIRED, TO SUIT THE SPECIFIC FITTING ARRANGEMENT 5. ALTERNATE DESIGNED RESTRAINING SYSTEMS SHALL BE PROVIDED WHERE STANDARD THRUST BLOCKING IS NOT SUITABLE AND/OR SOIL RESISTANCE BEARING IS LESS THAN 1500 PSF. 6. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH PRESERVATIVE. DETAIL- CONCRETE ARCH AND ENCASEMENT N.T.S. SCHEDULE FOR WATER & RECLAIMED MAIN THRUST BLOCKS PIPE SIZE (INCHES) 90 BEND (CU YD) 45 BEND (CU YD) 22-1 /2 BEND (CU YD) 11-1 /4 BEND (CU YD) TEE dt PLUG (CU YD) DESIGN PRESS (PSI) 3 1 .8 .5 .3 .1 1 .6 150 4 1 1.4 .9 .4 .2 1.0 150 6 11 2.0 1.1 .5 .3 1.3 150 8 1 3.4 1.8 .9 .5 2.3 150 10 5.6 3.0 1.6 .8 3.6 150 12 7.9 4.3 2.2 1.1 5.2 150 NarE: 2000 TFfE M BLOCK ACAS TO BE COMPUTED ON BASIS OF UM PER X Fr. SOL RWRW V"G. SCHEDULE FOR WATER & RECLAIMED MAIN THRUST BLOCKS PIPE SIZE (INCHES) 90 BEND (SQ M 45 BEND (SQ M 22-1 /2 BEND (SQ M 11-1 /4 BEND (SQ TEE & PLUG (SQ FT} DESIGN PRESS (PSI) 3 1 2.0 1.3 .8 .8 1.5 150 4 2.5 1.5 .9 .9 1.9 150 6 4.0 12 1.1 1.0 2.8 150 8 6.9 3.7 1.9 1.0 4.9 150 10 1 11.4 6.2 3.1 1.6 8.1 150 12 1 16.1 8.7 4.4 2.2 11.4 150 11 NOTE 2000 TNRIST BLACK ARW TO BE COMPM ON BASIS OF UM PM So. n. SOL RMRW NAME DATE DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS *SURVEYORS *SCIENTISTS *PLANNERS 8744519 ORLANDO - TAMPA SCHEDULE FOR FORCE MAIN THRUST BLOCKS PIPE SIZE (INCHES) 90 BEND (CU YD) 45 BEND (CU YD) 22-1 2 BEN (CU YD) 11-1/4 BEND (CU YD) TEE dt PLUG (CU YD) DESIGN PRESS (PSI) fi 1 1.3 .7 .4 .2 1 .9 100 8 2.3 1.2 .6 .3 1.6 100 10 3.8 2.0 1.0 .5 2.4 100 12 1 5.3 2.9 1.5 .7 3.5 100 THRUST BLACK AREAS TO BE COMM ON BMSM OF 2000 LBS. PER So. Fr. SOL fumn NT wmNQ SCHEDULE FOR FORCE MAIN THRUST BLOCK PIPE SIZE (INCHES) 90 BEND (SQ Ff) 45 BEND (SQ M 22-1 /2 BEND (SQ M 11-1 /4 BEND (SQ FT) TEE do PLUG (SQ DESIGN PRESS (IS) 6 11 2.7 1.4 1.0 1.0 1.9 100 8 4.6 2.5 1.3 1.0 3.3 100 10 7.6 4.1 2.1 1.1 5.4 100 12 1 10.7 5.8 3.0 1.5 7.6 100 Nm- 2000 THR= BLACK AWAS M BE COMPur) ON MM OF M PER M FT. SOL RESTRAINT DETAILS PHASE 4 CITY OF EDGEWATER, FLORIDA FLORIDA SHORES CAPITAL IMPROVEMENTS PROJECT NO. 87-400 DATE JLUY 1990 SCALE AS SHOWN SHEET 130 of ... Tf Uj