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2009 - Surveyor Location Map
THE POINTE AT CHESSERS GAP SECTION 13, TOWNSHIP 31-S, RANGE 38-E LOCATION MAP 00 HOVRS 01iORE JOCINc CALL ?OLL EC 1-800-432-4770 Hlllno a: opE �L,. CITY OF SEBASTIAN INDIAN RIVER COUNTY, FLORIDA ENGINEER lkAo'%(j EINGIT,IEERII�G, INJC CONSULTING E:NGil')IEERING MOIA 90WLES VILLAMIZAR & ASSOCIATES ENGINEERS - A A372a E "',, s - 2455aUGIETHAVENUEVERO BEACH FLORIDA 32960 FAR (722) '!7a _s,2 OWNER CHESSER'S GAP, L.L.C. MR. RICHARD JONES 190 CONGRESS PARK DRIVE SUITE 180 DELRAY BEACH, FLORIDA 33445 (561) 274-4210 SURVEYOR HOUSTON, SCHULKE, BITTLE AND STODDARD, INC. 1717 INDIAN RIVER BOULEVARD SUITE 202C VERO BEACH, FLORIDA 32960 (772) 794-1213 INbEX OF DRAWINGS Cl COVER SHEET C2 EXISTING CONDITIONS/DEMOLITION PLAN C3 8 l PLAN C4 PALING, GRADING AND DRAINAGE PLAN C5 C1168S-SECTIONS PLAN C6 EObsION AND SEDIMENT CONTROL PLAN C7 PAVING, GRADING AND DRAINAGE DETAILS C8 PAWING, GRADING AND DRAINAGE DETAILS C9 PAVING, GRADING AND DRAINAGE SPECIFICATIONS CIO UTILITY PLAN CII UTILITY PLAN PROFILE C12 UfILRY PLAN PROFILE C13 WATER SYSTEM nnHT.I L CI4 C ��L J 111I111I IrrIl1 U// S SA 4N ry�II1 �IL� SYSTEM SPECIFICATIONS PROJECT C rfi LOCATION Twl]� C E Eres SEWER SYSTEM 1LEon HIEHUN�J CHE SER 5 GAP GAP n r C16 SEWER SYSTEM SPECIFICATIONS LOCATION MAP 00 HOVRS 01iORE JOCINc CALL ?OLL EC 1-800-432-4770 Hlllno a: opE �L,. CITY OF SEBASTIAN INDIAN RIVER COUNTY, FLORIDA ENGINEER lkAo'%(j EINGIT,IEERII�G, INJC CONSULTING E:NGil')IEERING MOIA 90WLES VILLAMIZAR & ASSOCIATES ENGINEERS - A A372a E "',, s - 2455aUGIETHAVENUEVERO BEACH FLORIDA 32960 FAR (722) '!7a _s,2 OWNER CHESSER'S GAP, L.L.C. MR. RICHARD JONES 190 CONGRESS PARK DRIVE SUITE 180 DELRAY BEACH, FLORIDA 33445 (561) 274-4210 SURVEYOR HOUSTON, SCHULKE, BITTLE AND STODDARD, INC. 1717 INDIAN RIVER BOULEVARD SUITE 202C VERO BEACH, FLORIDA 32960 (772) 794-1213 INbEX OF DRAWINGS Cl COVER SHEET C2 EXISTING CONDITIONS/DEMOLITION PLAN C3 8 l PLAN C4 PALING, GRADING AND DRAINAGE PLAN C5 C1168S-SECTIONS PLAN C6 EObsION AND SEDIMENT CONTROL PLAN C7 PAVING, GRADING AND DRAINAGE DETAILS C8 PAWING, GRADING AND DRAINAGE DETAILS C9 PAVING, GRADING AND DRAINAGE SPECIFICATIONS CIO UTILITY PLAN CII UTILITY PLAN PROFILE C12 UfILRY PLAN PROFILE C13 WATER SYSTEM DETAILS CI4 WATER SYSTEM SPECIFICATIONS C15 SEWER SYSTEM DETAILS C16 SEWER SYSTEM SPECIFICATIONS 1 OF 2 LANDSCAPE PLAN 2 OF 2 MITIGATION PLAN EX 1 OF 3 WETLAND MITIGATION PLAN EX 2 OR 3 1.28 ACRE CONVEYANCE PLAN EX 3 OF 3 OFFSITE IMPROVEMENT PLAN EIJGINEER'S PROJECT Ido. 06-295 _ 'JAN 2120 ❑ PIiL>;EAL p a fE#4158 ❑ gi✓iaa.i 60MLE& EL F #55319 F- 00 2 X Lu A=47'09'33" TRACT IN R=40.00' SHM91UN EHGalllAi`JIIH IUINIIT 14 KAT BOOK 8, PAGE 43 M LINE OF L=32.92' ILCYwmi NiN. 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SI RN) SF - O.SO Is 149 MWIMVM PMU` G MFA 0'1 DAS SF 6p090.01[ MIHI OPEN RILE = 315510 SF - "I An SITE DATA (PROPOSED) HE MG = 931.820 SF - 14.50 AF - NST BUIWING MFA - IA.6]2 SF - 118 k - RI B.{ CCXCREIE TI MG - 1J )]9 SF - 0.39 Av "I CWiCREIE A9FA - ]5 SF - 114 AI = .9.i ASPRLLI R.DWAY AREA - 5D 1. S - 195 b Id.]R THAL IMPE]MWS A9G - R90.665 SF - OR AF - 46Ax SIN On. MFA 341 ON SF - JOSY - 54.OR SITE DENSITY 9R ARG - 10.50 ACR6 RM B - 5 UNrUV 4E OEN511i µLOMID = 5 MEA/AMR14 M ACHES) - IM UNITS SIBUTY PROPWED . IN MINS BUILDING HEIGHT MIDI ABAMAP1E KHUSNG HSGNT - ]5 DEC PARKING DATA (RESIDENTIAL) PAMIN0 NGSU O - 1 SMISST UNTRIM UNITS) - 92 IVES ONSIMO 1. - z31 S. (II ITHAWAD CONSTRUCTION SCHEDULE STM! COIbTM1E110N NOJFMSR SO] ET9 MRSHOU.SN AUGUST WANT PERMITS REQUIRED ST OF RESSO M THE PVH APPRWN NOUNIS CSVHZ BUILT,PRINT,WMA 40C MTHE PFAMR MWV .. DEP. NPO.ES. ROME OF IHRM FRFP W NOTTIMER SFp CSNNFUM. FpEI WATER SY91FN "MMI CII,OF SEBA51W1 HOW FOOD CTO a 5EMSTAN LOWERING PERMIT FLOOD ZONE ME SOMMU, PSR PENN 12O IS USLAMS IN ROOM RNE PER FOR... PRAND.Ho. K.O. F MARN MAY 4. I.M. SURVEY BENCHMARK THE REVATCNS SUNNI HEREON ME SASH ON 'HE NMI GEODETC KRTGL EATON (NAU) OF RDD TIM GONTI MARY5 AS SHANT OM SOMI WASTEWATER SOURCE NO. HR•EN WUNry VIILIIIES THAI SEWER WATER SOURCE I... RMT USURTY ... WAM MAN TAX PARCEL I.D. NUMBERfS) 31-M-1 ]-00000-1000-0 W 01.5 SITEADDRESS SHIN H£MWO NOR D SMASIMR RORI. A. 7 ©i NAw� A I [ Typical Road Section SCALE: N.T.S. On SO jIS Z Pd U0� � ww 06:5 ZWo A Q WAS;� ZJ a ZZ5 s Wo>Ww U w . �0� ca Q7€ �u4 Z Lli MAW WET C3 - --M&CE-W- EL - 14.00' LAKE #2 �,DGHT PIXE (TP,) CIEffiSSNIER-a GAP _ DRAINAGE STRUCTURE SCHEDULE l ltlQ D/NG 161. .. Pa. L7, PIG. 76 ; Pone, ELEV -�---______ v , •• I s0eoaT Pan 25.00 11.10 IIAO )900 / jn 11 I 1 .�EApAG /{�, A, �• l / � � ME %' CH N W&S J 1 I Iezo% / IVO3 .3 1455 GqA \ \ L �'EL� 3 f 19]5 19.25 TYPE 'C'UTCX WN TIE K uISMNO xEnnwAus 2yPo 19 R8 PJP\ BTIEl4� - } 11 1 I l l rn�i l 1 y,Po *T5 15.15 1465 ME t' GTCH PA9M 5 R3.W Tlit o NLBI \r 1.8 v DP 1z nos 12,696 5r M'l'l .EA 12 TO BE xLLEBNATf FD \�,t,g• P28 I,'41-� 4 \N /9 ♦ z2y,. / Q9//RICAINQ7'� ♦ y. // (1"1'NlI 9fLI'CLUJDH.IL Out Pm -I W36.40 I•I 83 OE. sl XEFT MIA.UAWATER r10 BEYFIS£0)' 2 310 CVBC YANBS 1 � \ \ rn.i TIE ,B E%15TNB _ 22904 BEMOYE E%ISTNC ME E,GINB PNU NERAEE MTI VANNEY BUTIBi � � BE TO EvisllNc - z2A]'4 P ATAIB.D (VT» elyiL TNG NR IBE JA / T2q� \ n5V h r a�50 3�l69I i0 ICO x.. •A Pfl0P05ED RELOCATED H MET .E[ION AREA ti "J• / -- • +/ 1.58 AC c'm LAKE 4 1 azs AT _ ,1x�F4'✓ .4�I�sMPrnre waRE nt m I BE TB 25.27 _ DRAINAGE STRUCTURE SCHEDULE l ltlQ D/NG BB �(_. .. NVERT ELEVATIONS WUI. E25I ; Pone, ELEV -�---______ v , •• I s0eoaT Pan 25.00 11.10 IIAO )900 / jn 11 I 1 .�EApAG /{�, A, �• l / � � ME %' CH N W&S ] NOT GI*JS:IALIV ED I LOTT PME IVO3 .3 1455 ME 'C' EARM&$N ]y,p] 19]5 19.25 TYPE 'C'UTCX WN TIE K uISMNO xEnnwAus 2yPo 19 R8 PJP\ BTIEl4� - } 11 1 I l l rn�i l BE TB 25.27 )E FA,EMEN{::I',BNG UYf AEURA(E WATER ]ND ..NTAN. E(EV. 1].6 / 1 13 la Pa,�rm�D rva I„ I DIdiIIC IUVf17Ld.]�iD I I I II F I f- \ 4R INV FL NI��m�9 y.BU 49. ry PE'10 EpSTNO 4 4 \ Z Pfd' ~ � Rb ' j1 4III�� aefiml i g4' F g PEMOYE LICEEXIINO T E E cRN 1 @I PM iWT INDEX BB. Or cUTrtP N82<Y le W 128.59 Cox r,xaTawe - 1V'ILM eomN,r M=Nnw, InA1Nx �� T -� P�4.�_ _0 C - - �� nE TO E1rsn.G = 20A tea+ veu srsr.0 5 r v el vwu[,[xW auc r xa.D POB- 2m of Or- 'o, DRAINAGE Ai ALl nMEs WRING"e GRAPHIC SCALE c6NsmucnGN. ,•.�.. � •� R. ,.,"' IN r CONTRpCTCR TO RESTDRE „N ^"*%'� PORRWS OF TOP OF BANK LAKE #3 �,. I To DflICINAL EL = zz.GD' E lovh � BO h p �n /p,n c II° r,gxl 5 5 y5 / CONTPOLSMUCTREMOVE E%I�NG PAVING, GRADING AND DRAINAGE PLAN a ;E/.""N°° ',^ NE BW ANBREPLn''"R 1" 60' - 0 ME 'E'INLET S (2) 56" PCP PIPES AND NEW NEADrvAT, (SEE UETAUS _ DRAINAGE STRUCTURE SCHEDULE wutrcP 0r sEcn0n 1 - - T BB �(_. .. NVERT ELEVATIONS WUI. E25I AV6V5' \ xa+Tx uxE Pone, ELEV -�---______ v , •• I s0eoaT Pan 25.00 11.10 IIAO )900 ASPHALT 10.90 I 1 I CRICRETE ABEWMx W FLATITID ME %' CH N W&S ] NOT GI*JS:IALIV ED I a )E FA,EMEN{::I',BNG UYf AEURA(E WATER ]ND ..NTAN. E(EV. 1].6 / 1 13 la Pa,�rm�D rva I„ I DIdiIIC IUVf17Ld.]�iD I I I II F I f- \ 4R INV FL NI��m�9 y.BU 49. ry PE'10 EpSTNO 4 4 \ Z Pfd' ~ � Rb ' j1 4III�� aefiml i g4' F g PEMOYE LICEEXIINO T E E cRN 1 @I PM iWT INDEX BB. Or cUTrtP N82<Y le W 128.59 Cox r,xaTawe - 1V'ILM eomN,r M=Nnw, InA1Nx �� T -� P�4.�_ _0 C - - �� nE TO E1rsn.G = 20A tea+ veu srsr.0 5 r v el vwu[,[xW auc r xa.D POB- 2m of Or- 'o, DRAINAGE Ai ALl nMEs WRING"e GRAPHIC SCALE c6NsmucnGN. ,•.�.. � •� R. ,.,"' IN r CONTRpCTCR TO RESTDRE „N ^"*%'� PORRWS OF TOP OF BANK LAKE #3 �,. I To DflICINAL EL = zz.GD' E lovh � BO h p �n /p,n c II° r,gxl 5 5 y5 / CONTPOLSMUCTREMOVE E%I�NG PAVING, GRADING AND DRAINAGE PLAN a ;E/.""N°° ',^ NE BW ANBREPLn''"R 1" 60' - 0 ME 'E'INLET S (2) 56" PCP PIPES AND NEW NEADrvAT, (SEE UETAUS SEE SHEETS C5-9 FOR ADDITIONAL PAVING, GRADING AND DRAINAGE DETAILS AND SPECIFICATIONS CONTRACTOR SHALL UTILIZE SILT FENCE ONLY FOR PERIMETER EROSION CONTROL. SEE SHEET C5 LEGEND ENSTKG uT£RA90) NB AREA (>c BE N DRAINAGE STRUCTURE SCHEDULE .NLc1UP NOMBER TOP E. NOPIN NVERT ELEVATIONS WUI. E25I WEST Pone, ELEV OESCPIPOCH 1 25.00 11.10 IIAO )900 ASPHALT 10.90 ME -C' TA" & W W/ J BOROM 1 2].0019.8] CRICRETE ABEWMx 19.83 9.1] ME %' CH N W&S ] y.00 19.50 IVO3 .3 1455 ME 'C' EARM&$N ]y,p] 19]5 19.25 TYPE 'C'UTCX WN 5 2yPo 19 R8 14.0 ICU 14.13 1riE 'C'GTCH HOSPI 1 y,Po *T5 15.15 1465 ME t' GTCH PA9M 5 R3.W I<BI NLBI 16.]1 ME "C' UTCH M. 6 21.W 1425 \425 IB.60 11.15 ME Eli GTCX PASN > 2. I5.P3 1513 ME T' GiCx Bc51N 6 y.W 14.69 15.19 1419 ME t' EARN WIN 9 y00 13.`A 1]50 ISAT 1]00 TYPE v GTCH PA91N W/ J 0 1 ',E. 19b3 19.13 ME t CANE RAN. II 2]00 19.89 IBA9 10.59 ME 'C' GTCH BUN 1 23.00 IBSJ IB.01 115] TYPE J B NANT.LE 1 yBB IEBB 17.09 I.. m. 'C CAICx HA.. 10 y.00 1>.61 iB 14 1].14 TYPE 'C UTCN 819. 1 23.0] 1890 1840 ME'C GTCH flLLH 1 2100 19.W NB.R ME 'C' Gmx HOSIx n 2izO las0 1]sa 1]00 TYPE a 9 "NONE nm us2B x0r usEB 19 2200 1350 IB.95L "BO ME 'C UTCN BANK W/ J N.B. R5O 19.50 1900 I -WENN NOi IISEO 19.W 1850 WD OPNN 1925 YMO 0R4N - 2050 )9.10 15.60 MOBINEO 1YPE "E UICx BnSM M E GrCN BWH - 20.50 )6.10 15.80 MOONPofIEO SEE SHEETS C5-9 FOR ADDITIONAL PAVING, GRADING AND DRAINAGE DETAILS AND SPECIFICATIONS CONTRACTOR SHALL UTILIZE SILT FENCE ONLY FOR PERIMETER EROSION CONTROL. SEE SHEET C5 LEGEND N HOURS SiIX1E OMuGNG r-eoo-asz-ano b 8'0 m BE j II Z 8w ZWm€€ Z F a zo Z U U N W 19 LEIII w ZQw Z" a ZZ J I LU (0) W� 3w' 0.1 m FTL Q�? 0°u • WE mew I C4 OF j afi-z9s ENSTKG uT£RA90) NB AREA (>c BE N EElSBEC SL.) WATER PPG (TO BE BILL.) I. (TO BEGEXC9VR1.) ArErs APFA NiOPO.N s10H. ... Mm xroxO AOL EMERCExc4 ORIYE (z (SEE C4B) ASPHALT 1 Trip r"�, CONCRETE E-E.R CRICRETE ABEWMx N HOURS SiIX1E OMuGNG r-eoo-asz-ano b 8'0 m BE j II Z 8w ZWm€€ Z F a zo Z U U N W 19 LEIII w ZQw Z" a ZZ J I LU (0) W� 3w' 0.1 m FTL Q�? 0°u • WE mew I C4 OF j afi-z9s P.UP v EUI RING PROPOSER BARGING Soo A MAx I � NOTE ROB AM ARE 1Lwss 4 MMETRAU LY UPON EARN GpAPUBTIGN SECTION A—A IL N.: (POND SECTION) 2 ONE vuncs A% I �- Extsgconmaa - T9.o 4 NOTE SUN ALL ADE Ap45 IMMEDIATELY UPON BANK COMPLETTOM SECTION B—B 1L (EXIST. POND SECTION) -L._____ SECTION C—C pt—ONE N 63 R. Erlsnxc I PEENING SMEEi �II CONNECT TO EASn�G RALLY CMiIER 24BIP q '.P $ SLOPE/%A ' -010,10 OWYEWAY ENnUxCE SECTION D—D l ,2 N 2 9 y� PRCPOsm AlE ROEM �LmELPEA� NOTE. SNEWHAS TBM 'MM AS B N EULON O BUTDEE P�FUR LOGi Ms eE ON, SECTION E—E TNPICAL ROADWAY IF f. Y LINE ,R. IOFFER ARU FULLY 5 33. z= F I SECTION G—G PN+ERCT UNE 5 40' MORMON BU FRUPPOSED 1jB ITALY SOD 4.3 F.F. = 25.30' SRR 220 SECTION F—F PRWEPtt LINE I VA I I I WES VAPoES 50.91' ( 34' I SD.Bn' VhiIES 30' PXOPOSEO 0 PRWGSEO POP,- tl PoM' BNLpHG n o Av 9JILL4NG -2s so' za2 j =zssa zn '4M1O 3J8 — tL: 6 �4— WOTFIDLIL 90' \ E%ISiING SL PE J �fxAxGE iO 2I SLUPE 1 L 3 � SUXFALE WATER TO BE FILLER. SECTION H—H TR.UUA LveL 'AN.OE VNFACE A. TO BE / 3 E%CAVPIEO. NOrE: 500 ALL SLOE SLOPES IMMEpARLY UPON BANI( COMREIIGN PR('PBgr DUE P"FSITC BEMR.. I VETUNO ANFa NOT PART OF 'GUR MAN FULLY SW 2J.B sBB ssG 12096 OF OF W TLANO S AREA TO BE NMED SECTION 1-1 P.A. BUNIDNG M11ANO 0.i FA .0 F.P = 2530' UY SW �e �P •k 3.II6 SF CF MERANR AREA TO BE FLUOR SECTION J—J *SEE SHEET C4A FOR DETAIL K—K SECTION K—K [48 "OURS BEFORE DIGGING GLL .1 . 1-800-432-4770 SNNSMNE 11AIF ONE CALL M1RW,M. M� T, z 0 U z ZwU) z�= Ura$ Zz10 wN Ft W Z m Lu F- Q Z J N a o ] J ZzS� W00>� >wWZ J N OUT m FTF a �Q� a� W zQ� OW aY WW 220 F— U FILER. UP ON �. C5OF WOTFIDLIL 90' \ E%ISiING SL PE J �fxAxGE iO 2I SLUPE 1 L 3 � SUXFALE WATER TO BE FILLER. SECTION H—H TR.UUA LveL 'AN.OE VNFACE A. TO BE / 3 E%CAVPIEO. NOrE: 500 ALL SLOE SLOPES IMMEpARLY UPON BANI( COMREIIGN PR('PBgr DUE P"FSITC BEMR.. I VETUNO ANFa NOT PART OF 'GUR MAN FULLY SW 2J.B sBB ssG 12096 OF OF W TLANO S AREA TO BE NMED SECTION 1-1 P.A. BUNIDNG M11ANO 0.i FA .0 F.P = 2530' UY SW �e �P •k 3.II6 SF CF MERANR AREA TO BE FLUOR SECTION J—J *SEE SHEET C4A FOR DETAIL K—K SECTION K—K [48 "OURS BEFORE DIGGING GLL .1 . 1-800-432-4770 SNNSMNE 11AIF ONE CALL M1RW,M. M� T, z 0 U z ZwU) z�= Ura$ Zz10 wN Ft W Z m Lu F- Q Z J N a o ] J ZzS� W00>� >wWZ J N OUT m FTF a �Q� a� W zQ� OW aY WW 220 F— U FILER. UP ON �. C5OF Lw L CHI MIER''S CLAM / :•.' ��� RE 13, MGI. 76 ce \ \ FWKSAR MILA'IIT'ED (OCCU FFMD) �`/, �mw�PNwPmI11m ' Fs. (NOT INCLUDED)11`7 Out Parc°I /- U4600 ST. 1 +/- .033 A. (/ACA" \ MRI s EROSION& SEDIMENT CONTROL \ OPERATION SCHEDULE NOTE .."L DATT Ac10R TO GPN ATTE TAGLE WIN MEN SWEEMB PROJECT SOIEDULE GBITSMUCRON SEMINAL START FINISH y1tl15 --1 WRINNI RNKN XTRORMOR, W. SKIIAMES, TOM. ONSKIN —1 LARKSAMISAL a nuMmR .NAAARII,t lw"I`'L'i=1`"i"°""LL P1 LAKE #2 WWR.osLWBU6E NT.� If / �------=�D. NNE W MFv OORMEASi CUAfl1", Uf 4CCY1 / surto T` 1 G ey11Lo1Nc le j AT 8 aGJ n.D B ` NAWSKAR NOOBS'BN'E / ' 04 - ,•np's,"w EROSION AND SEDIMENT CONTROL NOTES NA LINE OFF ` •:I'�ANNr POWs SN9M -- PNAs[ sox °ww"hl,„.,II.In..w ..wx. W",w."II""m,I°"1 -A a ITE iuW�.""Y'om: �°'imaYd,°I �" a"� a wa":.,i a. °np"A It. 1 Iertwrn u x.,an:l.w°I; mM9M,..�,,:�P.'.�.�, .°.P•a::':,.,1 :.:'m S.W. .I,AawwM-WAI xr >"RETENTION AREAS ny''�, O -_O�FrAt mP SS AT I AILSETIf .A SAW 7-11 It. r^ ...... nwlcL R Ni W.. w..w. w WW ;W ,yXw SIG_ " LAKE #2 [ y At (;jfIr / T 9j -- A of ELL, S11'E DATA F dEk"'.c1lM crol �r "A! 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BASED ON �f a "W iI9,59, [ u,x:u•T smc w,rc MY INMIXY OF ME PERSON OR PERSONS NHO 1 n MANAGE ME SYSIW, OR ROSE RBESENs BREE., _ 1' 1 Yb.N- - RESPIXISIBLE FOR GAINER NG ME INFORI ARN. ME ?�w�`'' LLI Trt u a!mA INFEPMANON 5484 TTER S, TO ME BEST BF MY �• _. yXg I(NOWiEOGE Ni0 RFLEF. MGI, ACUINAIE AND p ATLFF , I AM AWANE MAT MENE ARE S'RNRTEAFT li - ruEs _A FABRIC FENCE SILT -BARRIER PENALTIES EOR ....DO FALSE INTERNAnGN, WOING ME FOOOMIRLITY GT FINE N0 OFROMNAYS, WORADDER FORD, MAINARE FIRES AND SIRUGNRES, AND WATERIME@SgiMENi MNC VIDLAn@5. EWER MANS. CONSONTOT0N WILL LEAPING, DELEM NC XWNC -' SOI "TAXATION, ORAOWG AND STAN LE"Em. POIENNOL VOLLMER MIMES INcFM I I _ _ L BROWN AND St.T . n:MMMAf BEXAF INA AND DIA:NARGEB mBM I I I CONTRACTOR TO MAINTAIN ABIDTY ?:'?°" 4 1°1Eiui m'r°a,f i BONBTMBRON EQUIPMENT (B. OR. NASL ME CONTRITION MALL NBORABRI E CO ACCEPT EXISTING TOMAI OFF-SITE BEST WWKENEM PRSE EES M'0 .1. CONTROLS AM MMRN OR NDIED ON M5 Fux RR FIN WE OR u1NMATE ME PMENNAT FON SS M M O XEANRES. DRAINAGE AT ALL TIMES DUPING (` ` XE LINIiPJFMR AWL BE RESPoNSTRE TO PERNENM ALL WORK AND MAIMAW I I CDNSTRUCT ION.mMi[ Imm�ML\,i° Au fc ALL DEVICE IN OLGOROANE RIMS FDF➢ FS NPDBOMOMM, AM WELL AS F J ER. AN.. INIFBRR EENDEN AM REPNc - LAKE #3 (*" r• ,F^ .. - . EROSION AND SEDIMENT CONTROL PLAN Q R, �r BALED HAY SILT BARRIER 1' 600'Uplp�lll'I"IY ' _ GRAPHIC SCALE PERIMETER EROSION AND SEDIMENT CONTROL 70 IT M ESWi SILT FENCE DETAIL 1WVN�0011L aurtusmwnHrtnwis.ew m0 1 li COP dffi� O Us U x ?w n �� ZI_. K� O ZU WD Do LU ark J Z -) z5 Z wo>w4 u) i �w Oz� m.� Q IT r z w 2Z og wa � J z0 a� 00 O U w Fay Q Q o LU u d new E V/^ N, w w < I1— U It A MAW 4N 212009 C6¢ OF 16 06-295 A---Wym°.a..a�:. §° �EHSIxa,RAnE �•Iw.,a•".:C�iew . ST. PM • r ".". W. INW TM r i I1.rAFFAWF ewwl w,.: Iw,,,w"In "N...a, ... ewe", -;IA a ewmo..1,1•.n'e..9 avd:A &,:�X.1 Aloe wel,.• ,:,, B: d./%p"ea�°I�'' w _I 'ISS.W°`�`"MB. °. A,. ` FA UEX.IIWXU IF IS . I 1 ,e6vevl emW m.aw,.. ve Ie eeMled b ,ve „° erc" nm"v ev "M:M mnIIIm` u["N. \ \\ ' ':e w" A Alme n SECTION IhK I ,mMw,i°FWA- A II""In w . I W, A "• new W., INAKI °@G8"" a,1"Px wq mw. 1.. "m1,.�, ww.e e1 - E 0114 \ a:!yA. wa .. �'✓ 'zt %I •:I rvIL Sk111"Sill. "°�°P.YLKAd ee"•I`w '. �,'. nwa,e Iwa remwu, "Pv ,w.° E%ISIIPIG TAKE -AVERAGE WATUR .«. 1.1 vw v". e1 v. aw mwpn°mM� a� cE-1�eww w•�emm1 °n IA N•.A ELEV =1].6 I a. °nY TO �P,eE al pel+lei e'"nn""•.XeivkeJvm1 vs+•v. h=`�a D. Pwl.a""`PTWSI,t "—Anti AA. AwawAA wn 2� [AA A C'IAAowl a�" 'aS"e-T°w' /,, ' I. KA-1. . �•e'�:a`,w°amu.All,K.wW'IA. wda ww, I LA -Y n W °1�•"w,me" p eePoo°,aw.,, .I"W1Mm eaI tA KE, LA I°ww. "I'll WI, N -d 11 .. .na-.„ ATL AT IIIA Btt, K. FIRAA A, „ro. 7 W.Pww"°"SKIIIII t, K ;.eawlAn. fl—t. ow mmFl,°m w" GAWK .Ax°ww,a1. r,w }�-Z N P>timm""I°a"e'1°a„:°em°m "° .I. e. " m,lw°1ve• <."�n"e vG I ..a a.r.."a n. m wee X ..1-t- .iu x ,wa ruev'"MNn'°ei n,wn �ro Fneae ST SAI. LAA. FAIAW 'R' , wvel nom, - -1t, rWI ox me .A °A, N.i° r 1` 1 . ...t. -.W. m vw TAWAII omo son y >"MA".wl,m olwA a". N.I. w•mW W -1 III : AA FAL OA "ill"�"" . F'Sfig" >"RETENTION AREAS ny''�, O -_O�FrAt mP SS AT I AILSETIf .A SAW 7-11 It. r^ ...... nwlcL R Ni W.. w..w. w WW ;W ,yXw SIG_ " LAKE #2 [ y At (;jfIr / T 9j -- A of ELL, S11'E DATA F dEk"'.c1lM crol �r "A! Al AS Ni BI '�' oPNS INmMm..L is 6�u'.I in ulr^�EI[rs)��'�\� \�-�` 1¢,1 `� \••fes S[[E DESCPIPTION� RA= MIB PROPOSED PNWECr NWLVES CONSTRUCTION OF MULTI-FBMILYW� pp,,.�pppp��ggTT��rTwOq,L b%(vpINXG l Y FE510EN�M. BENLCPMEM. INCLUDING IMTROMDCMRE WSE EDEMS CONSISTING I (VACA" -RAWARAW,w[,n,umrt ,2uaMay, suwnmx QF1'Ai61TKi/ POTD CO•mN8mmIM1C� MH�NOIF& AA 5 �Mm a wmmm m ra vmrce. .•01N v iL�wn..l alr II a DED I FLOATING NS . S nmxrolrc Bxaevc �—_`-- I � d,., gTAMF4 lU��rc 6lABElx laarrt°1 Air 3 TURBIDITY BARRIERS F.D.O.T. INDEX N0. 103 NARLlII nxEarr B.vlmm nauana+s ////f.,. B IARI I�Ip� •E,'� x I�mw1 BEATIFY ASK PENALTY OF LAWNTS THATMEL THIS I` I W �R""a"al M,ERRELMENT MM TM nOTAwNEnTs MEL PREPARED I - l ANDER NY ATTENDANCE AMNoA W SWENNSM w li'I Iy.M e v"n„ 1 1DTBRLF NIM R MIFH MIFERDESIGNED TO ASSORE FRED %m!' M1T ATIM E0 FERSGHNEL PPCPEPLY GATHERED AXG NSI '4 ,g x luHxl.mw / My INN NT ME MFgM1AIRT ATRMITRTx. BASED ON �f a "W iI9,59, [ u,x:u•T smc w,rc MY INMIXY OF ME PERSON OR PERSONS NHO 1 n MANAGE ME SYSIW, OR ROSE RBESENs BREE., _ 1' 1 Yb.N- - RESPIXISIBLE FOR GAINER NG ME INFORI ARN. ME ?�w�`'' LLI Trt u a!mA INFEPMANON 5484 TTER S, TO ME BEST BF MY �• _. yXg I(NOWiEOGE Ni0 RFLEF. MGI, ACUINAIE AND p ATLFF , I AM AWANE MAT MENE ARE S'RNRTEAFT li - ruEs _A FABRIC FENCE SILT -BARRIER PENALTIES EOR ....DO FALSE INTERNAnGN, WOING ME FOOOMIRLITY GT FINE N0 OFROMNAYS, WORADDER FORD, MAINARE FIRES AND SIRUGNRES, AND WATERIME@SgiMENi MNC VIDLAn@5. EWER MANS. CONSONTOT0N WILL LEAPING, DELEM NC XWNC -' SOI "TAXATION, ORAOWG AND STAN LE"Em. POIENNOL VOLLMER MIMES INcFM I I _ _ L BROWN AND St.T . n:MMMAf BEXAF INA AND DIA:NARGEB mBM I I I CONTRACTOR TO MAINTAIN ABIDTY ?:'?°" 4 1°1Eiui m'r°a,f i BONBTMBRON EQUIPMENT (B. OR. NASL ME CONTRITION MALL NBORABRI E CO ACCEPT EXISTING TOMAI OFF-SITE BEST WWKENEM PRSE EES M'0 .1. CONTROLS AM MMRN OR NDIED ON M5 Fux RR FIN WE OR u1NMATE ME PMENNAT FON SS M M O XEANRES. DRAINAGE AT ALL TIMES DUPING (` ` XE LINIiPJFMR AWL BE RESPoNSTRE TO PERNENM ALL WORK AND MAIMAW I I CDNSTRUCT ION.mMi[ Imm�ML\,i° Au fc ALL DEVICE IN OLGOROANE RIMS FDF➢ FS NPDBOMOMM, AM WELL AS F J ER. AN.. INIFBRR EENDEN AM REPNc - LAKE #3 (*" r• ,F^ .. - . EROSION AND SEDIMENT CONTROL PLAN Q R, �r BALED HAY SILT BARRIER 1' 600'Uplp�lll'I"IY ' _ GRAPHIC SCALE PERIMETER EROSION AND SEDIMENT CONTROL 70 IT M ESWi SILT FENCE DETAIL 1WVN�0011L aurtusmwnHrtnwis.ew m0 1 li COP dffi� O Us U x ?w n �� ZI_. K� O ZU WD Do LU ark J Z -) z5 Z wo>w4 u) i �w Oz� m.� Q IT r z w 2Z og wa � J z0 a� 00 O U w Fay Q Q o LU u d new E V/^ N, w w < I1— U It A MAW 4N 212009 C6¢ OF 16 06-295 VXEN XLINE OMIHS VSEVI m�ri"`a°' • nrnc u pxPIN BgSIX ..WT \T n `�� �¢rturemunwry use m¢¢v.¢gv+¢.e yx _I / II_ lmi¢I rtru+mw< 3 Isv wn: vl� - %:=x4771 I W �wo.w�mx mmm-i F- - rrr¢AL lxsreunnfixs STANDARD LOCATION CONTROL wu w°rwrc wrx �.• lam mlunw¢o1 ¢ p ENDWALI. DIMENSIONS (EXCLUSIVE OF MULTIPLE PIPE SPACING). x.nrrt x:raa I PFE NMIX SPSWS VSEYI I nnw xxx x. rmr ' tC P xeCneL m xl nu !Fol omi r x1- ==7_ NYLOPLAST YARD DRAIN DETAIL m M1' NUR f DOWELS (1'-6' COLLAR L=! N Umm PPF . N uax GA% . DD STORM PIPE DETAIL AT OUTFALL 5� 0.9' TO IA- .1.05F TRUNC STEO DOME RAMP DETECTABLE WARNING N.T.S. 31rt��1 �pMr e. n•�e�•sw vea ro d.'nmtr NORMAL PIPE SKEWED PIPE 5 muv.nex.o,•u..". 771-4.477«em ENDWALL POSITIONS FOR SINGLE AND MULTIPLE PIPE AND SPACING FOR MULTIPLE PIPE DATA AND ESTIMATED QUANTITIES FOR ONEENOWALL .e .. ' .enu T�.rr. o(D� Q��±� m f®���©��©�LQ�- t"y[LxF® 6 ®61WrY [!LGM L R'I®��®dCEG5[m�.C5EdFIIl F6SFC1EGCaa®��m®NL(��6.1P4®®m®®®FL'.ftmDRUM �BO©®fEOEIII®� ....rslEmra. ...i..aEE`.srm.®m������ �`fiimmm ®mm mm m CUT W.. ®�m���®�����m�m�mmmap©m CY®m�IRL'IFC3K16�FID®FG�iLCICIDmLrm®�t30®'301bD®®1[D® aurum®csEmnmrmlasomr�ir�car�mmmmin®i®o���rt�e����©¢ z�=® �v®�6Dmtffi�35R-SECIrfl mmmmQ6amm ©_mmDO USEOR A�S�iECDID m =mzlm_mmmcn�mes�smmcrtcucmmea�mm MIZIQRSAND CONCRETE HEADWALL F.D.O.T. IN F19N 9COMPP RO SUBGUOE PRE -CAST TYPE 'E' CATCH SAM Is• M suMP ALUMMUM LLUU,QN RETARDANT BAFFLE ATTCHED TO WIN W_ 5/6 0 STANLESS STEEL MASONRY BOLTS AT 6 O.C. ANULI SEALED WITH RAM -NEN IIMMER - 20,75' TOP EL. = 20.75' AND BOTTOM EL. = 18.90' 5N =-F& ' 8 IN = 20.50' Ol to, mom AIMED = INV. EL - 19.00 36.0 36.0 RCP RCP 16.10' INV EL - 16.10',1, LOMPACRO SU&.YLWE / SECWav 1z• crur6L sura PRE -CAST TYPE 'E' CATCH DAM MT.>•CONRTOL affluarum 41(CS-1) PRE -CAST TYPE 'E' CATCH BASF! CONTROL BIAIICTURE R2 (CS -2) NO. 250 EDGE OF PAVEMENT 35' RAD, PROVIDE 6' LAYER. GO GRAVEL DOOR 2't. 3' DIA.) TO PREVENT VEHICLE TRACKING ONTO PAVEMENT STADALIZED MATERIAL MBIE' CONTRACTOR TO SWEEP STREETS OR PROVIDE ADDITIONAL BMP'S TO PREVENT VEHICLES TRACKING AND EROSION, CONSTRUCTION ENTRANCE DETAIL 46 HOURS BEFORE DIGGING .1 .1 iFf£ 1-600-432-4770 SUMSOMNE SPM OME ML FLDAM I HAD, 'MIN) 0 (jz j3 Z_ HT to W W Z Q o� ZZWO L 0) N WZ� ZJ anQgQ IDN a2Gz `T% O J WUNwg J D � 0 mFTP aa�r C6OF snw-wA , A,, ASR1M7��Nn1CX EwsnxC cFnOE PL ..CUL EM9WNM AB.xnLr MM 6,E PAWMMT Purm- 9AT6PPYE PAVEMENT SAW -CUT AND BUTT JOINT 'S (ALTERNATE) 1-11.TYPE WNGVFI lE wxsIRUCT 0' WMIAxn 9n0E d]Pnt)E➢ i0 Bex mIT o6r MiIr rtn IAsxro T -1w iMao, las IN. in.M. NuFFRp0E N. OFPIX RANIMAGG F, .1MH4iY PER MSXTOXT- 80 mEMW. MIN. IBV JO P9. FLEXIBLE PAVEMENT SECTION xis PAVEMENT NSAW-CUT AND BUTT JOINT ANS / 1, -626 wl,y ' 4 wxs CONCRETE SIDEWALK DETAIL xrs TYPE "D" CONCRETE CURB N.T.S. SET AN 1.111 MTX M... ERMIE A MINWVM EEEMXMr, I AMMR .ALL o.crNP 9 I S 1. MNIMUM WNLTITlSHALL BE 111E (91WCNE5 or I/12 . INE IN9EE OIPMfIEP. 2RU. M Arrul AN. IFI1 MM MER A.F .1 WALLS 3 uLLCss .M.PRSP IPIDIREUm 24 xlxc AND CONK STANDARD PRE -CAST MANHOLE DETAIL �:MT .SMR M XMe17 ° A," Ar FAM FENCE 81LT-BAFn arooeA:c-vsesf:`<,-`v�--D °e`S4<-egg•'- "3:. .91�' '4LL-'.wt vl •L,I II eJ9: J, Ma.M- m.. 9ET FHI'M JCE DEL NTL .RADOM wno MIN EURFORDII por'. ANN N -Ix IABx.-I A�D M EXTENDED END TREATMENT DETAIL CONSTRUCT 6" COQUINA HAS COMPACTED TO 98% MAX. DF DENSITY PER AASNTO T-180 METHOD. WR 100 HYDRO-SEED1 5TABIL17ED SUBGRABE MIN. DEPTH OF 8", COMPACTED TO 98% MAX. DRY DENSITY PER AASHTO T-100 METHOD, MIN. FBV 50 PSI, EMERGENCY ACCESS STABILIZED SURFACE DETAIL NTS 6�>'-6" �•Mo,.F Nee �1-omm al sewat --LC )i S" TYPE F _JIFF F. MA 5^xmb sMaultl Ee -Wea within valley gutter e' M a w1mIM eNm mm gutterM,aag,. P CONTRACDON JOINT IN CURB AND GUTTER TYPE F _ a MI ro Sage O( PwL rl Mo. 01 Pue� PUN PLAN Tog 01 ou 1 Tap O1 Curbs T'1�': G. cuter PNGF., PNOLILE BARED ENO STRAIGHT ENO CURB AND GUTTER ENDINGS TYPE E AND F TYPE'F' CURB F.D.O.T. INDEX NO. 300 NTS BAtEMFNi PNSF ERME (MAROE) )- JeR B' MIAMI CURB DETAIL TOP VIEW TOP OF 1VX6 6RER O.Sf. NMP0.mm fWAE pUEFerq CIAiEp R1 MW1U2XE`eD AAA Z1" r 44" SOP. LOW LINE B]PoM a... NOTE: ELEVATION 1, MR JUNCTION 90Y USE STM 13 lICIURE BOTIOM . TCP SIPS T Y UN 'TYPE J'. IN ACCORDARCE WITH loo STANNNA INDEX Be. SA. TYPICAL MODIFIED MIAMI MIAMI CURB INLET (DOUBLE GRATE) N.T.S �, M.N-mH0 'I -ID -L De rNa.t6'N.I FA Put aW F B c .PVCPIEII METM PIPE SECTION YY LA NEW-MUEn%E PIPE CROSS DRAIN MITERED END SECTION Irl A., l t('uea.-1. �ma Re wplw _.gpae. eu...ele 04e A, m. eae"i lrp:etee im.-u ev omnm, .aw xa a..ml.nry ema .46,9..0.'8".."..4 A- Pt "ua:sm.e u1r=-wg..apl Feelx A. vml .I n, BP,I n, Re R_. ueFRONT A FVATIMJ a CONTRACTOR TO REFER TO FDOT INDEX 102 AND 103 FOR ADDITIONAL EROSION CONTROL DETAILS 48 BOURN BEFORE DIGGING OLL OAD, 1-800-432-4770 SUN 5)R,E 0.YE fALL OnB34 xW STRAIGHT SAND -CEMENT ENDWALLS DID Q Z 6n zW n!€ Z F H 0 6: F ZZU 0 W N tlJ 1,1 Z Q W Z_atl W J V) i Z Z g w��w �W Z Jw� QU� g u AI DRRO111i£9 K E b96 �; �l� re - AL TABLE OF DIMENSIONS AND QUANTITIES FOR ONE ENDWALL SIZE Ef PIPE H T P B C F X ONE PIPE L CULVERTS iw0 PIPE CULVERTS THREE PIPE CULNERTS FOUR RPE CULVERTS PIPRPP L'Y PRIRP CY RIFRM CY CP aP L cP . L CP L IggpP CY . 1C R'-]" I' -p' 4'-0' 0'-p' -V V-9' T -IV 6'-9' 112 1.2 11'-Y IS 1.6 14'-S 1. IA IT -3 R.1 2.3 4' Y-9' - Y-' -' R -P '-9' Y-5 ID' -Y 4 .9 tY-9' uR JD I'-1' ) 0 RO'-B' 4.3 4.) 31Y ]'-4' _ Y-0' J'-2 0'-V (-10' F-3' -IY 3 A I6'-3' 4.2 -6' S.1 AB R4' -P B.M 6.5 ]B' ]'-IM' V-0' J' -B' 1' -IV 5-i' IS -5' 4A IR I6'-) 5.2 5.7 &_RP 6.3 ),4 8R 4R -p' Y-4' V -O' 6 6'-Y 2I'-]' 63 2Y -Y ., I0R 33'-J' I2d Cre 4B' 4' -II' 2-M' T-0' Y-10' rIr W-9' 16'-9' 1.7 B.1 1. 1LL -Y 1. 1}5 3)'-0' LAS DID 94' S'-6' J'-0' Y-0' Y-0' Y -B' V T -B" IB' -6• ON 10.1 R6'-2" IRA 13. ]Y-10' 15.3 17.0 41'-B' 1B.R R0.4 of B'-0' 3'-0' Y-0' 2'-0' Y-0' R' -o er-6' RU -0' 11.0 II.) RO'-6' 14.4 IA 3Y-0' I).B 19A 45'-6' 211 21.0 B-)' ]'-0' - Y -V 4'-B' - 9'-1' 21'-9' ]I'-0 IT.2 1 40'-]' 4Y-0' xR.S )Y T -T Y-IY Y -o' 2'-IY W -Y x' -I' Itl4 zJ-Y Is.O NN 33'-Y IRA 21, 4,, I Rx9 R6.! sY-Y Zea )B' Y -B' Y -p' 2'-0' R'-0' S' -f 0' T-2' R5'-0' I7.5 IB) JS' -9' R26 }S.0 4f -e' R).B Jla 5Y-]' 329 ] B4' 6-Y Y -M' R'_p' 2'- ' 2'-2' 11'-B' R6' -B' 195 LLI 3B -T Rha x61 49'-10' J6.9 424 CONTRACTOR TO REFER TO FDOT INDEX 102 AND 103 FOR ADDITIONAL EROSION CONTROL DETAILS 48 BOURN BEFORE DIGGING OLL OAD, 1-800-432-4770 SUN 5)R,E 0.YE fALL OnB34 xW STRAIGHT SAND -CEMENT ENDWALLS DID Q Z 6n zW n!€ Z F H 0 6: F ZZU 0 W N tlJ 1,1 Z Q W Z_atl W J V) i Z Z g w��w �W Z Jw� QU� g u AI DRRO111i£9 K E b96 �; �l� re - AL ROADWAY NOTES- GENERAL STANDARD ENGINEERING NOTE3FT EROSION AND 9EDIMENTATiON CONTROL NOTES GENERAL NOTES, 3 i IT I3 MERGED MAT nff MANOR DEPARTMENT SMF MAxIDOPTAn AN YBOANAM L µ51P SCnW ACnNn55 DAN BLAME NI ME 6NIRA... OF SHOURECAM 1. ACTIN IS HIERARCHAL Fm CHECKING ACNk SIE REFORMS =NATIONS FW R0µ AND SIM. CUMMIIW' DIED 1993 E MUS WAFXE L ME REWIBEMENIS OF ME IHRµ AVER CWxtt WISDOM FRAGMENT STANDARD WECVICAROMS W wLLVIAIIII WATCH MAY NEMH SULAM OR MONTH WATERS WO BELOW STANCA4 CWSIPUCINM. PVGBLE MR YORAM YORK, AM MAT 1MEll S CH Y,UPOING MEpDN REFERS N ME SLATE OF DEMNA AND IR DEPARTMENT CE' TRANSPORTATION AND PERSONNEL. INCH WGRAMIG AND STANDARD MIAMI SM. CDR. ALL VNUIRS YOUR pHmE A CWNCL FORM IN ME HEOVIpENEN 15 OF A PEFEHEXAp MAhRIK ON USTAI STANOMO AND N THE 111 OUPNn>NIS m PREELVE WATERS IS SEDIMENT W£ l0 FA s X ES OF SE 1 NNICX REACH .1...Es Z OHY pISCPEPANOES ON ME pPAMnCS SHNL BE BROVWL i0 ME IS INTENDED A HE RPLACV BIM MAT IRV TNG MUCH MAY CURVE FORCER ME OFA ST AGENCY XARM JURISDICTION ARE MORE EE CLARVE $ UID BEflI Ill. TO AONRSELY AIMED MEIN PHYSICAL. BOLOpGL ATTENTION OF .....A BFS.A COMMENCING YWI MY SPECBICA qmp AND SPREE VA.M SUCHWER, SIWNCENT.INESE NEW WEMEXIS SNgLL PREVAIL. GE ED ANY CHEMICAL PROMBTES TRANSPORTED SEDIMENT CAN MOOT STREAM GRAFFITI HIMUE WANUOC CAPACITY OF MAMA BORES 'STAMAKIND RD SPERIAXGPO NILSSVCRCN' AS ME'ST ID MWERS S AS FOR HIS PROJECT S P ME orFLOCOPWMS REDUCE ME OE41N MANDEI CT ACERBITY M0 OTHER WNMACTG LR YELL OMAN ALL SERVES BUMMING PERMITS BEFP¢ MINOR SUNT GEIS 6 ADMIX MPT pgpnWlAR YLRON µOMPA SECTION AN ME OR PAflpGRAPH IS 9. ME CWMgE1CR SHALL XAK AM ACHE AT AB SITE AL PLL TIMES, ONE WPY OE ME vats, pHA YET AIC BERMS, IXWNINGURGES AM I'M S9PYMIN. COYW1[IN Opt_ f$� REFERRED 10. IT SMALL HE A PART m Th£ STANDARD SPECVICAPWS PL58 MIME 1➢CpL 4pKANIXC AISN[1E5 VRLMES STANOMO SPERSARMpNS AM SIMMONS CETNLS ONE MET ME CdIMACT ..NIS INCLVAHG PLANS, SUBSUMES BY I-TANDAM EMEEDW COMMON) SERIOUS PEWNZ MOM MNE HEREFORE R HE RESPONSIBLE FOR GOODS ME ALL VOWED p E ALL ENGRAMBE M NdNNANpxE MANNER µp 91pLL CWFpHM MMWOALWL pPPUC�BLL .ECDR. µ0 SRI PPOnLONS. µD WPIES W TINY REAMED TION AND REWCE PWNMY PRESUC11NTY. VCOURiT �k1 CONMµRW STALL CONTACT ALL CGRO RENO HOLMES RR 8 SMM ARD IMEM REGULATIONS MD/OP cOOEs. . ALL WNSMVCIIW PECES MIN MIIM STANOAROS AT LEAST qB XpMS In NUANCE FOR WNSMUCWN OEU ANIS. BE gESPWSHIE FCR OBTNMXG N1 PERMITS AXp UCENSES PFWIPEp LO BERN 3 ¢HIPACiOP 19 RESPONSIBLE FOP dEaW4 AENPL SITE CREDITORS REBORE Ip'D�P TAgnHG CpISMLCn0.N, L FOR END BASIN AND TRAPS PENNWEEfl MIXES SEDIMENT BANKERS S 111 EEpp MARKETS OR FROM OE9CH 10 BE NAOE'MMWi GIK THE HOURS pPRO M SIMMONSESTANY THE CONDUCTOR Aft A D OMEN MEASURES INTENDED M TRAP SEDIMENT SHALL HE o 1 BURGERS m P Cf ME EHaNE. ®ry :.I a W WALL PROMO EN ARYNOTICET IME pFq SHALL SUPPLY RLL EMPMENL NECESSARY i0 PPWFALY fry! PW IXWECL ME CONI.RACTO WMA F.M.R R.MPEEEMBRU MAUOOOAHW 91ML BE BRIGHT 10 ME Al1NinON m ME AM MAUI BE MUSTSTEP IN UNYOPELAND M EACTICATE LAND ICE PLL USCI NSm CE M AWOVER. TAKES PLACE. ALLE OMHXAXCESN or Cly E SSR S OE 1X0 MEMSYBOU THE pP CE ygAsl Wi. RGPNP. SHALL CWMAC1Ofl SIML III ALL IRWIPEp PERMITS BEFORE CIWMFNCW4 BOOK. ME CONTRACTOR ALL NTA. FOR AM mW ME OAIE CF MDIECi PCCFRTAN[E, DURING MtlCH ML FAULTY WNSMUCIICN 1 C STRALLLS L BE CHAD E NIM.CEN PND/OP MAIFRIPIS SHALL BE LWgECIEp qi ME WNMpCTOR'S EMPRISE. B ME CCE $MALL CAilpCi ALL CONCERNED UINI¢S pi LEAST q0 NWIS IN AM EVIDENT CONTROL MEASURED AM To So ADJUSHER) TO MEET TI CONSTARMS AT ME ONE OF SHM tIUCMN ALN BE CONSMUC ED EIEW ] ND WMARAPMC INFORMATION PREVPRW BY HOUSTON, MY OF µyµfE CT CWSMUCIK!4 6EPAnMR, pR 10 MY CRAAIIC m pSNPHµCE OF EXISTING SURFACE SITU PIl RE A RICHMOND INC. NL REVARWS ARE PON BEMWOR NIN GRADING ] Cxpx s MINT PRIOR FROM HEADS i0 BE NAGE M SHALLIBE ON BALANCESEDIMENT OTO MAPS( REFERENCED M MS SVRREY. N MEµCW1PACTW SHALL PFAFOnM ALL 4AApXC NECESSARY }0 AWEK ME PPCPmEO PIgN APPROVAL W IKsfNEINEnfl F.PL. PARE PT SEDIMENT MARC MOM ON RpA1M4 ON TO AWA¢NT PRCnERTES MOWING ] EFEP BY SOLS REPCP 1.NWMAU X551 GgNEERIN4 NND 1LSTWG. 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BASE SMALL R CONSTRUCTED IM ACCDIANA MM SERUM EW AMY cRrtSER CIWYOGMMA OryML BASE SHALL BE LIES UUCC� IN AMORDAMCE MM PERSON ]m M THE TECHNICAL SPECIFICATIONS 6 REALLOCATION MEASURES MADE BE APPLIED TO EMMd STRUCTURES SHw O s. DMFS AND W£ASIWS IMMEDIATELY APER M IOU CANE' MO W ACCORDANCE MM ME MWWA DEPARTMENT TAOW (RODDED) E.G gMC MAMM EW ROAD AND /n Q 6 V SIMMONSSPEWICAOONS. MALL ENGAGE RAN PIT COMMANDS FW MENGIMN GAMMA91RL MAMMAL BASE SHALL BE POSSOM R BY AT LEAST 96 OF S PE CO MSiKUIN .DOGE CMETRIMMON, UEsi ..IN OEM. ]IO. Z Z O OM4T' AS DETERMINED BY AAWTO L -1B0. E SHALL BE APPROKD PROM ESE 44OfIGNWS ME N ASSIT ME FHIi ..A. R AI Cd1RACMB IN NUR. SUBFKE ROME MW DEMO AREAS MAT Is AMUSING M MPN O N PPHE COAT. AM METHODS APPOSED BY ME LOCAL SCREENING gRNCIES. GREATER DICM MENAGE MUS WUIFR MAN W EQUAL TO ACHES SNARL E MODICUM BY BARN. I5. RLLMNAIICMPED PASSING SPACES 91NL BE PRCPWLY SICIIED AND _ PRIME AND TACK COAT ME MEOW MENTIONED ARE REVOLERME FOR ME FALGMXG: A 1 BARN SMALL BE RESAT AND MESMTMCHD lO ACWNMOSATE ME ANTICIPATES NAMES IN ACCORDANCE W114 EDOL ROADWAY MIT MATE RESIGn 3TpNOMOS MOp no. qfi. IL N PMME I TARN MAT EW ME BASE SHALL BE IN ACWgpµA MM RATTDM ]04 W THEiAXOM. 5 ECIM'PnCw4 I) AD USED PM PUMAS UCENSES AND MES FW AW AMl CONSMUC20 MODEST LMANC TRW E UI-WITURIIG AMP TY. 1M AttWNi ME IEHL SCAM W SYSTEIA DEAW MALL TM IB. ALL No MOM H1H WE EXCEPTION W NMDCNREO SPACES SII I, I y Q W Cd' � ASPHA TI CON RFTF JRFAC OpRO'P !A 5 C 1 IT MUFOOD TTIkE HURISE IXEE MEA ELMER M GROUND MEA N BE All., m, MATE mRECOyE MMIC PURI. 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TO ANY PImSi FOR PARSED W KNOOWK MATER A 5 I EWAIE OPNXA a WHERErcI RATES EAGER WON A SLOE FAA, AG G2 W O ME SCMEWI£ FOR 1ESnHE m TINE P0µ CONSMUCnOH SMALL BE AS fOLLGVS: p) MUSAM "AgHTE .MFA P ROIECMIN SHALL BE EMPIRE M W U % w A. 9JBmAH: E) MKMUY 9ZEY NPII .1 M 15 W COMPANIES MUMMAY WED AM It ATE CT AWL 9BEE NEWNELY MOALL EN STEPS A MSTAIRSDER MAN W (p FLORIDA ESR WALL HE THEN AT WERVKS W NOT MARE IB' NNIMYM OX D.C. MASS, NA ERµIE WANG CWS.,,. 9U11 HE PIGEME4 SO MAT J 2 OW0O6 gALUFO MIGHT BE NECESSARY IN ME PENT ME 2) R ERWAS GAINER REE (RCP) AS. R "WRACNREU BY PORTABLE mETMEOFNt-LµI WAIF, CANNOT VLSI ME CSIIKYANDE SYSTEM FIRST FEW REFINED W WHICAN MUTED TO RgpVE % VMIAOWS IN ELDERS GAMMONS NANWACNOING MACRL£S FRE m HWEr CONBS, EARLIER STEEL EN dII. EEMYdT. Q Z (2) MEMORY TESTS ACALL 0E TMW AL WEgVMR W NOT MORE MAN 3W FEET MPW W FHAA DEIRFWONE µD SMWM .1. Al BELL AND SPOOL EIS 12 RMPOPMY W NEMY CWSRNCIfO STWNWgIER CONVEYANCE m NO CLREP AS Nldi R NECFSSAPY. B' MSE'. 1) ASPHALT WgEp GATEAU METAL PVE (ACCMP SHALL BE OF PTEA �ippE ANGELS ME MADE W WAnONAL µFAME CURET PROECR%T AI j MATERIAL MANUFACTURER BY HEPUTABIE MAXWAEN MNG PRACTICES FREE OF PNT NIW¢O IFMwRNNY W PERMANENT MANUEL WIND STALL BE [I) AIN41T 1ET15 WALL HE iNNFfI At WRRV45 OF NOT MINE MM 500 EEE! FNIS EWGMG W MEANNOL PpMEE1FD BY SIMMONS NAIWML4 IMENIEY W ..IX THE CONVEYANCE C.S. ANO REREMS. CHARNEL O Z e W MOODY Al MOST HE AEASSMY. q.) ALUMINUM PIPE SWL BE MANUEACNREO BY RFPUTµ1E MNNUFAR.. 1 MENNUHE IH A LIVE WATER'll, IS EVIDENCE. PROGRAMME 0 Ili NM TESTING STALL BE FARM W A STPCGENEO SAMPLING PATTERN I'M A PAHi 1 Ili PIACnMS FlfEf A DEBTS AND QVCIXO AtVMMMM RPAC MAY REWIRE GRAMTAKEN TOa MZEI'FN ENCROACHMENT, CWIg0. SEMMNi ABOVE FOR LOµ BEARING MEA5 PS mRRNDED Br U.C..... ALN 5 E WINK AREA TO ME GREATEST DETEST OE ME IEii µGE i0 ME CI1EP, N A PAN" 19 IXpES INSIDE ME EDGE CE ME DIEM ESIFD. ME LOCAL ROWS. NG MENCY, PURSUE USES FOR THE COpYYYS1PUCnWYfM CPY SEWPYSMgnp COFFEIMkMa.R MY ST INDICATES MAT MWAES 9TE E W K NOT MRL ME SPAENTATWS ME S) ALL ENNIS STELM HE NNAMIC ATHUS GSTED. ENL MAY YE UMD FOR WR MmW MESE MOVIES YBY FIG Ri WA D MU SHORT BE RE FINKED OR OVEMIEO AND RELEASED. AT ME WxMACTms DE GNSE UXTL ME PPONSmS OF GI SPECRFWS ADARE MET. 6) WARS WALL R PLACiY W PIPE AUG WEARED VD YRICIP DRUM EMFN PWIAE MAWS MAMMALS. ui T KING VALE M PM FW BY THE DRUM. ALL UX1NO TESTS SHALL HE OSA ETM 9UED XEASSMY, II. �. A LIK WAERCWRSE MOST BE CROSSED BY CONSTRUCTOR FFL V IMI C NRNP AMWM TON' ]J WITUL ID RUN TO ARCHES STALL HAYS A NFMIEG Ell. SECTION MM GRADDJEWL.A.1 s1NEAN CRWSINO CONSTRUCTED W MEDIAL SMALL BE DEMANDS. CLEAN-UP SART YAKS TO MATCH EABI AEH FORK SLOE MM APPRWRUIE V/ ME WNMMIW MOST PPORWE MM -MP OF MOBS CONSTRUCTION MANDEN. UPON WOSIOH CWMW NUBLEAS. 8) WMNAM 51WMRE3: 1 W ME BED AND SM" OF A WAIERCWPSE MALL BE STAINLESS MNEPAELY APER HIM IN ME YAHWIS %I5 <Ab1El I. _ COMPLETION W ME PROJECT, THE SIE ABUSE U LEFT IS A NEAT, REµ, GRADED CARMEN. 1.) ALL OR AM SIMUCNPEO WALL MEET MGRI MANNED U4 AN DETERMINED 16 CHRONIC MME. AND MN CEPARM OF ALL SEGMENT CW MA O DRAINAGE 5FCFCeIIONS Y ME EES. WANE. MLD THE LOCAL ..Mo. AGENCY. STm1CNRES MUST BE PROMISED TO ENSURE IN1IR0 PWPOM SS � L �i]SWMRIM£14 ANO NMHOIES SHN1 R CMSIWICTEO W GENIAL ACCWOANCE MM Y<TOX ME STAIµO SPEEINCAT.S 3.) ALL `AW7( H BARNS. INSETS W MANS. STRUCTURES SCALL BE OF PRECAST FD TYPE UNLESS OTNERMSE MPMVEY. CCgNE.C.", W AIR, AM HE VNYN CWMAEIW MADE HECOMM MIUMERALLY gESONSBIE FOR NL SEDIMENT WARNING THE PPWMIY. i C.MW MUSUPFS STALL M W ME CGTAMON AT THE ❑ Q A ME FLORIDA DEPARTMENT OF TRANSPORTATION. CW WEIR WALL HAL£ A IAMAA M 11.1 SMENGM OF ]Poo ASID 1) RLL STRAWB RM sHAM MEET W EXCAO ME SUNDAES CRECINCATIWS AS RED EACH WASIB pqV. 17. U14DEgCURVES LINES SHALL BE INSTALLED W ACCORDANCE Q NL RES RMEM SEUL N K ARM A 615- M CAME RP = gp,000 PS. AND SNARL OESWAII OY ME A..ICM EMERY m TEARING AM NA.. (ARTY E- AWN OUIWTOUQ $TNDAMS Ix gWITW 10 OTHER PPPUCABLE 11 BE HANDL. AND PIAS. IN ACWRpµCE MM pq }IB -]I. -7 4)B NOW PS CW.EE ) CPIEgIA: Z W PRECAST CW WEE MNUXAES AMBMW WERE MAY BE USED UPON THE ENGINEER'S 4) ALL STRUCTURES SCROLL .1 DEE A DEFECTS ANAP AS CRACKING. HONEY NO NONE MAX SW WHEN RET m FAVOR MAY BE W.. AT A,MGM OF THE MANDFAC UREA'S YICP .ANNA, S1 AM SEWER CONSMVCTION SHALL BE IN AAmDANCE MM MUCH BED AND RELATED COMES AM EXPOSES STEELMW REIM USIM ]STERLING BLEED RM S) SNP INNARDS MNL HE MIATED SOME WOFIiINS MAMMAL FW WE TINE B EMXCEAWAMD MATERIAL SHALL BE PUCK) ON ME UPHILL SIR OF V VW 4MµYRCXSWGATMME SiµYPI SPECIFICATIONS OF ME HONDA DEPARTMENT A RLAXX� IDCAECGORE RSTERMANDIY SHAM . BE WEEN ME WSIW ENGINEER � ^ L,^L CONCRETE cJ WrtgLL mECFlCAnoxs: C E"FFLIUR T DW CRAMMING OPERATIONS VALE BE EILIEMO OR M DYKT.YA]ixf.OURTT YMY AN VJ LWLER OMIMSE 9+EaF1E0 W INYIGIEO, RLL ANWEE SIAL HARE A MIMMM IJ W1FALL STNCTUfl. VALE INCLUDE ALUMINUM SKMMERS. MA DENCES, AAP HIPPING RONALD N µ.p AT DOES. NET A`LMEE, TMNPRECOW STRENGTH AT EB DAYS OF MIND P9. ALL BOOK VALE COMPLY MM µp HAES ND MAW CONN SYSTEMS AS OEIE .. BY W.R..MMES AFFECT MPMNG SMEANS W OUFMETE E WRP.L.IRW CF ME AMERICAN CWEPEIE INSnNE (ACS) WIWING CME ANY THE DOME CONVERS. MOROY. Y iABWlATW SIgLL BE W ACCW.NSE ^ ME MEMORABLE SEEDING WOES HAWK LASDMnON IH ME MF,. 1.) COMBINE N ATOM. OMIGES TO SCREALL SIMICHMES MALL BE SiAIMESS P2WPIISNEp MM RIESL gEWUngNS LL PiULVERT FEES STEEL MATDNL IB. MAGE CWSMLCnW REHIRE µCESS ROUES WEPSECT PARR ..N.C. COMMON NICIT [RCP) SHALL BE W µCMD.CE MM BELOW 941 W O) M THAE CORERS IF UgUS : PWU�C PRAYS PAGAIII 5 MALL BE MAGE TO NMIME THE Q ME SipMMO WS I.j ... GAMES. CONKS SND A. MALL MET SPCRIC PL4MED SM AS THEREFORE CE ORIENT BY MA.ING MM THE PAYED MRAAOE,MM ERECA51 LIMITS pET.MNW BY .1..GIXEEN M. ME LOCK GmL .AGCY. Clv Ell SOLENT IS Ra ISM C M WEAN A PUBLIC CEOµ SU IND µ WALL BE MOFWGHLY IL p ALL S1AiM IAETY SMELL HE PRECAST SONFOAMEN DISCRETE IN PCEWLMEE MM ME 2J MN&AE DPMI ND INNERS SHALL BE W GSL DPW MARINES DEE DM WEANED AT WE RAVELED YP EASEFFED MAI MMWdIEo N AY MIAMIMOM EC.MABY /- DETNLS SOMI MEAN MEgWECL MINES TYPE K CONGRESS COUNT VAL BE USED EGA.S. W ES W PROU STUD. FRAMES OND DOWNS STALL COLICAS ED A DISPOSAL APWEFT WAWMU WML HE A FP..OR. ONLY AFTER 111 � LL ON ME CRISPED ON. NATE MAIL HARE A MINIMUM CCMPREMME STAMPS AT 10 AREW WSI. 'UP NNUMMM W W MARVIN. SM UND I... EWAM IVNENT WREBE SIAND'MAN SEMIU' MIDWEST 15 IRAWER W MSS MANNA MR NSW STALL P ICOUD Al SIBRNSW W15 AS NflE AS ED UPCG V G RECORD DRAWINGS 1) DAMES ABU ACMES SMLL BE OF MIR AW MATERIALS, MEE FROM CRACKS. LANI ASMIBMIING AILETES ,^ V / CgiMMTW SHALL VEEP AND MAINTNN WOODS GRAPHICS ON ME PROJECT SE AT AL FRED AM. GRAM BE MA NAUS BY ME IMMUREMENT URGING µY CH C MADE IN HOLES AI W W SNUB, MANES AND WAGES SURAL CONCERN STANDARD A USE ANO -631Y W EWIVAIENC 1 ALL MARY AMIDST MU BERNABERNARDCARTOCARTOONG L.I CARTOON MSYPES S IALL M REIAYVED HIGH ]0 GAYS PEEP FlHN. 51E STABILIZATION . AF1W. Q jy W LL EN NN KH OKG GW THE WMRq[I .pMIMS. PE[RCp ➢PANTS MALL ME TEMPORARYME45URRESS MENO LO NEEDED, IN MEW A L .0.U.. BUT COT NPTW i0, INTRAD AND Lm HEVANAYS CE CALMARR Ano WLEL TRA COPES CONTRACTOR WALL SUBMIT COMPLETE AND FINAL UCWD WAAXW TD 0.) THROAT DUCT SHALL BE USED EKCLM9VELY NHGE PRACTICABLE PS CONFIRMED BY ME DESA SWEDEN AND IM LOERE GOVERNING AND I'. ME REAMER, HISTIM Ill TER % RACTION OF EAINmMY MIAMI SHALL BE PERMANENTLY W Z F/T L F FS FFA UPON DIAMONDS OF PROJECT AND MGM N MOM INS'1ARAMIEW. AND FINAL SOBERED 10 PRAnT NPMG MI SW AND SEMM.LATOM. V / I- OR 9.) S MB 1flµAnM M. By UTUZ. GOAD LW MI£I i0 BgCK R J INSPECTION INSPECTION W 20. BRAMRS" AND RAEBWAYS WYMSINE. FROM CGGI1AWN. SIE ALL BE PR..INM EMHART A.DVITA1 ANDDOSOX. A J W MSn.uM cWSTPUGYW MSPECnW ECOLOGISTS GENERAL NOTES C A 4 HOUR MOM YY CONSORTIUM SI. PUONAgO PR.. SHAD YE CLFPPE. M Ca..I. MM = L R BINNED WALL BE FOR RECLINED WWECnMS FROM ME ASSUME MENTI.. SIAL . AKN. C 1MU4'll. OF EARN MASE. � A. Y ARALDER: A. PRIM 1p µY NA.gN OENATOX .W ME APpgOND PVNS ID . COMMA .ES. A. COFM AMO GIHH W MALLMEDIAME C gEWMENEXIS M MWM WAS. IS. MADMAY IN V P WUW TO BACKpIIMC ANY PIpE TRRI.ES. AND MAEF. M SLMOAMK. C UPON WMPETI. M WBGRAM LOADING AM COMPACTED, P. ENOUGH dNCMIWOI ....A OF 1. LIMITATIONS M FROMIC COMAMS MAND iO MEN£ Y. UPON BEGINNING CE WPEMING OF RINK RASE MATERIAL M N3MMLL E. W MURRAYHC ANN COMPACBASEROF ME SqNATURAL D PRIM M TURING. PLASMAS, I. ISAIFRIASELY PRION i0 AND Or. MPLI[pT. L. OF A.SC. nf A O�JAN 21200 A U. 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SEE SHEETS C6 -C9 FOR IRC WATER AND SEWER SPECIFICATIONS AND DETAILS MULTI -BRANCH RARE FLARE COPPER MULTI -BRANCH SINGLE M_N_ 9NI;LE BRANCH MULTI -BRANCH MTN-BRANCH BRANEN WE BRANCH WE LENGTH , LENGTH Lx LFNGi La 2" TIREE-1" I-9 Ifi" ]-9 Ib" b-9/16 MULTI -BRANCH ENLARGEMENT BRASS TRIPLE BRANCHES BRASS WYE 2" PE PE 4" GV, 4" PLUG ,"'W/2" SERVICE TEE TYPICAL MULTI BRANCH DETAIL 48 HOUR5 REEOreE olGGmc 1-800-432-4170 SVNSNINE SAX 0.NE GVl OF FLIXa0.y /NC m „o �x� zil z U E? Z W - Z 0 Z0 W W a WZ Z W�a�an< Nao (�To26E z3,m Wo>w I� w� �I w ILL :IM Q�v OUv o � Q � Q W V ZW U N z W W ❑ M1YI.l lbXlM ARAB ❑ �MO� SANITARY SEWER STRUCTURE TABLE STRUCTURE NUMBER RIM NORTH INVERT ELEVATIONS SOUTH EAST WEST DESCRIPTION MH1 23.20 16.34 16.24 16.34 - SANITARY SEWER MANHOLE MH2 23.50 - 17.34 17.44 17.44 SANITARY SEWER MANHOLE MH3 23.20 - 1520 - - SANITARY SEWER MANHOLE MH4 23.35 - - 18.40 18.30 SANITARY SEWER MANHOLE MHS 23.70 - - - 18.99 SANITARY SEWER MANHOLE MH6 23.82 - 20.73 - - SANITARY SEWER MANHOLE MH7 23.25 20.31 2021 - - SANITARY SEWER MANHOLE MH8 23.52 - - - 18.97 SANITAR! SEWER MANHOLE MH9 23.53 - 18.61 18.61 18.51 SANITARY SEWER MANHOLE MILK 23.72 - - 17.47 177.37 SANITARY SEWER MANHOLE SEE SHEETS C6 -C9 FOR IRC WATER AND SEWER SPECIFICATIONS AND DETAILS MULTI -BRANCH RARE FLARE COPPER MULTI -BRANCH SINGLE M_N_ 9NI;LE BRANCH MULTI -BRANCH MTN-BRANCH BRANEN WE BRANCH WE LENGTH , LENGTH Lx LFNGi La 2" TIREE-1" I-9 Ifi" ]-9 Ib" b-9/16 MULTI -BRANCH ENLARGEMENT BRASS TRIPLE BRANCHES BRASS WYE 2" PE PE 4" GV, 4" PLUG ,"'W/2" SERVICE TEE TYPICAL MULTI BRANCH DETAIL 48 HOUR5 REEOreE olGGmc 1-800-432-4170 SVNSNINE SAX 0.NE GVl OF FLIXa0.y /NC m „o �x� zil z U E? Z W - Z 0 Z0 W W a WZ Z W�a�an< Nao (�To26E z3,m Wo>w I� w� �I w ILL :IM Q�v OUv o � Q � Q W V ZW U N z W W ❑ M1YI.l lbXlM ARAB ❑ �MO� 25 - 24 23 - 22 - 21 - 20 - 19 8 7 - 16 -- ts - 4 - 3 - 12 - 11 - -100+UU 00+00 1+00 3+00 4+00 5+00 6+00 7+00 23 RIM NORTH SOUTH EAST WEST UtbUNIPHUN MH 23.20 16.34 16.24 16.34 - SANITARY SEWER MANHOLE MH2 25 24 17.34 17.44 17.44 SANITARY SEWER MANHOLE MH3 23.20 - 18.20 - - SANITARY SEWER MANHOLE MH4 23.35 - - 48.40 24 23 - ¢s meq- - .._ _. __.es - _z3- - so - ._ - -v - 23 22 _ _ _ __ __ __ _ _ _i♦ _ _RI - i10 MBB 23.52 - - - 18.97 SANITARY SEWER MANHOLE MH9 23.53 _ 21 J6" MIN 18.51 SANITARY SEWER MANHOLE MH10 23.72 _ 1 .. 1 . PM 1 17.37 SANITARY SEWER MANHOLE 15.93 - 22 TPE S' Gttq O15pi T.64'ER it _ __ IASIF G£ PM 55Po _ _ - 14.8 31 ___ _ _ YPE "C' GTCH 8'SIH9 21 _ 2JW 13.50 Cfi" �TERXRI21 TRpRNNRGE flP IJ.9] 21 20 0" PVC WM 'IB -MI 9E Y" GttH 649W11 23.W I&09 O - W IA 20 II, 'C" GTCH 0A9N10.3 PE J-6 WWH01£1].09 18 VVIIE E T° __T _ IB.I4 PE "C° GTCH 045M10 90 I1NOEli SEWER - _ Ip" MIN. 1B I.IIN - 18 17 - �I] 1p:31 N -li __ _ WpfrR 1 EPAHATON' -12 - SEPPAPTpN. Il 22.w 17 16 _ _2621 - - -VHOER- pp58E� RNNPGE PIPE --.18.61 $E Ism _ .. _. - 16 I&50 YOAO OLIN T2w 19.]y 19.25 YPAO CS- t4 20.W I 2050 15 1414 15.60 ly W N.M. TPE "E" GTCH 9ISI1 MWNIEO TPE E GRN Bn51N - -IS-- _ 12 11" -Tr - I1 11 11 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 UTILITY PLAN PROFILE 1'= 40'. HORIZONTAL 1" = 4'. VERTICAL JNUMBER� RIM NORTH SOUTH EAST WEST UtbUNIPHUN MH 23.20 16.34 16.24 16.34 - SANITARY SEWER MANHOLE MH2 23.50 - 17.34 17.44 17.44 SANITARY SEWER MANHOLE MH3 23.20 - 18.20 - - SANITARY SEWER MANHOLE MH4 23.35 - - 48.40 18.30 SANITARY SEWER MANHOLE MHS 23.70 - - - 18.99 SANITARY SEWER MANHOLE MH6 23.82 - 20.73 - - SANITARY SEWER MANHOLE MH7 23.25 20.31 20.21 - - SANITARY SEWER MANHOLE MBB 23.52 - - - 18.97 SANITARY SEWER MANHOLE MH9 23.53 _ 18.61 18.61 18.51 SANITARY SEWER MANHOLE MH10 23.72 _ _ 17.47 1 17.37 SANITARY SEWER MANHOLE SEE SHEETS C6 -C9 FOR IRC WATER AND 6+00 25 24 23 22 21 20 19 is 17 16 1s 14 13 12 9+00 z a D ICil OF SV i DRAINAGE STRUCTURE SCHEDULE WINNER ELEV WRIX sONX MIT WEST REiEV OE54AIPWN 1 ..00 11.0 11.40 19.00 10.90 WIPE "C" Gtt ISM W/ J ROiION 2 2300 19.W 19.W 19.13 TPI, "C CATp RISN 3 v.0o +9sc v.w u.w INy nPE "m urcx b6wx 3 2].00 19.75 19 TS TPE "C' GTM MIN 3 2300 1920 14.63 14.63 1413 TPE'C' CR1CH %SW ZJUO 15.15 15.15 10.BS ttPE 'C' GttYI B1 OS ZJ.00 1681 1481 1451 tt E "C" CATW MIN 0 v.00 1435 t4.25 1&00 1J.) nPE ^c" GTcT .1. Jy.00 15.93 143 TPE S' Gttq O15pi 0 23.00 14.8 15.19 YPE "C' GTCH 8'SIH9 2JW 13.50 IJ.50 IJ.9] YF£ "C" GTCH &15W W/ J 1-0019.6] 9E Y" GttH 649W11 23.W I&09 IN. II, 'C" GTCH 0A9N10.3 PE J-6 WWH01£1].09 1].OH VVIIE E T° __T _ IB.I4 PE "C° GTCH 045M10 90 PE "C" GTCH &15MFE Y" _TCN 015MTYPE J-6 MMHAE x0E uSEo NOT JS0 22.w 13W 10.65! law 1YPE 'c" Glcx MIN w/ J eVROM 2Z.'A 19.50 Ism 'm MR NOf .AO IB.w I&50 YOAO OLIN T2w 19.]y 19.25 YPAO CS- t4 20.W I 2050 Ifi-lo 15.60 ly W N.M. TPE "E" GTCH 9ISI1 MWNIEO TPE E GRN Bn51N z a D ICil OF SV i i&.=.Ie: 20+00 21+00 - 22+00 25 24 -m--_ 1s -a--_13 12 - - 1 11 23+00 24+00 ------ 23 --- - 22 xWm 9 T ELEVANONS uvrx Fwm 21 - _ - - 20 zJ.W u.4o 19 I9.W - 16 n - 17 -m--_ 1s -a--_13 12 - - 1 11 23+00 24+00 25 ------ NORTH DRAINAGE STRUCTURE SCHEDULE siWCIVNE xDMaEN iiiv xWm 9 T ELEVANONS uvrx Fwm WEsr WnoN �' oExxWrwx 1 zJ.W u.4o neo I9.W - ID.eo 1rPE T" GTcx BAs1x rr/ J eoneu z 9J.00 198] ____ _ 19.9] 19.1} T'pE 'C' GVCH WIN ] 2JN. 23.35 _ _ __ __ __ _ _-Y3_ 14.5] ttPE'C' GTCH WIN MH5 R]A0 19]5I9.i5 - - 18.99 24 TPE V GRN WIN 23.82 - 20.73 - ... -_ 4.9] 14.13 nPE T' G1CM WNI 20.31 .. 15151195 _. 23 21 _ TYR'CG]CA. I. _- - - ITAI1Wt SEWER MANHOLE _ - _- 23.53 TPET'GT611G�1135 18.61 -_ _ 22 20e°PVCWM gl�033.0] - 13.]5 tt E"C"CA]CH WIN , 21.Po IS9]15U 21 ' 'm V GRH DWN 19 23W S.IB 14.19 ttPE 'C' G]CN WIN 2100 1150393 20 ME 'C' GRN 845W W/J11 16SEP" _ ,9. 19 2}.W HPT16N 19.]9 IE V G1CH.1. I 23W 185J 18 IBA] I]5] ttPE J -B MMYXOLE T].W 1].i] 17.01 7.OB 1859 TYPE "G" GrCH 9M1SM 14 2300 -1 1624 S) 1]b4 16,14 11.16 T9E 'C" A1. WN 1 23.W 1890 16.40 WPE V GRH WIN N. ylW 19.6J 19.13 ry E 'C' GTCH BASIN n 2320 O.W 1350 1] '13 v.OD nPE J-6 MWH01E _- MY us. u 12 u,. 19 22W I3.W 18.653 -IS 7.00 T;F' GTCH &SW W/ J BDUCM z1W - 19.W 'M0 DIWN HOi 16EB 19.W 12 25+00 Ifl50 YpgD 00.VN 27+00 a00 19.>s 19ss rNII NNAN 3- - ZO.W 20.W 16.10 19.10 1560 OINF➢ 1YPE E" G1CH GSIX MOOIXEO ttPE CP1CH fl451N 30+00 31+00 32+00 33+100 25 ------ NORTH SOUTH __ __ -_ _ DL�URIVION ,- 23.20 ..__ o _ 16.34 - SANITARY SEWER MANHOLE M112 23.50 - 17.34 _ __ .. .. _qs. MH3 ____ _ __ __ _ - - 25 23 23.35 _ _ __ __ __ _ _-Y3_ 18.30 SANITARY SEWER MANHOLE MH5 23.70 - - - 18.99 24 WE -WH-7 23.82 - 20.73 - ... -_ q5 - _ - 20.31 .. _. 23 21 _ __ _ I. _- - - al _ SEWER MANHOLE _ - _- 23.53 -_ _- - -._ - 18.61 -_ _ 22 20e°PVCWM 23.72 - 17.47 1237 SANITARY SEWER MANHOLE - 21 ' 19 20 1 63 W 16SEP" _ ,9. 19 17 HPT16N -E) 18 i6 _ __ __] 1].i] I1B HOHI EP iqN E;5)- 1]64 EJ- I]- 189] W) - 17 15 -1 1624 S) -15 -L1bNCPEIE CFPLIE -tom tY- -15 I5-.. 16 - -_ __ 15 13 - -900_IAOf q9=J,o5_lr0 _ oI. 1] '13 - - _ - _- u 12 13.5] -IS - 12 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+100 UTILITY PLAN PROFILE 1" = 40', HORIZONTAL I" = 4', VERTICAL NUMBER RIM NORTH SOUTH EAST WEST DL�URIVION MHi 23.20 16.34 16.24 16.34 - SANITARY SEWER MANHOLE M112 23.50 - 17.34 17.44 17.44 SANITARY SEWER MANHOLE MH3 23.20 - 18.20 - - SANITARY SEWER MANHOLE MH4 23.35 - - 18.40 18.30 SANITARY SEWER MANHOLE MH5 23.70 - - - 18.99 SANITARY SEWER MANHOLE WE -WH-7 23.82 - 20.73 - - SANITARY SEWER MANHOLE 23.25 20.31 - SANITARY SEWER MANHOLE MINN 23.52 -SANITARY SEWER MANHOLE MH9 23.53 - !20.21 61 18.61 18.51 SANITARY SEWER MANHOLE MHIO 23.72 - 17.47 1237 SANITARY SEWER MANHOLE SEE SHEETS C6 -C9 FOR IRC WATER AND Z ci a Z W w E� Z u O 9 Z 00 W 0 co WOQ Z d W Z_J�M� U Zz31 W°Nw �w2 J O ?0wi Oil < QN g8 z u J_ F Q Q I- Z of pw A N ww Imo- U o ❑ AURAV,1mlE® R /£YAO ❑ .r � IEET C12 4PNCE LATERAL aPRN3lOP3 WEEMPOR (HERR XOi 91DMN) 1 ERRM W ` E � LPIEflPL 6 ' EMs SHARON + wE erenw s r I� wPES LOCnI1Fc CURB IN wECXERYXAL IRCW3 i STPMlNLS L PLAN _j�Vj ME MY CGNUXG 2b PREND NLNED COMPERMINTED ORNINO �XOLE EOR iadlAK 9 MI1i'MIH) W/SINN. SNF, NX MCEY LN WCPwn METERS SHAREBE LOCATOR NNOAIWERDE E UNLESSAY OTHERWISE ORIERT BY FWS RRXO1 YKWAST_`ORDERS) `I' �J- LWgR MMRER FAU (NPIEN) SEANCE SgWI£ EI"BUN NOTES NOTES1. sVCE531K CAPS INTO ME WAREN MAW DUINW LL BE A MMUM OF TV UNDER, NL .'FBI TURP..- MINIMUM COVER, 1. METERS MAR 3'e MMIT E BORROWED BY NEWS M IXSTAIIEO ] WON 2PNCE WC S.ALI NOT E HESS MAN SEANCES STALL BE A MINIMUM 1-1/ BY CWCMGTCq, TAUF, EEMVO ICES SHALL BE A MAN. 2'e AND OUpUMUFF EFANCES SHALL BE APPROVED BY IpCLjE. 1. L ERRB 3'e ANO NAl1FR ALL BE 9RPOE0 AND INSTALLED 1 �$ L X 5 [Te p 3 VXL I0 I DFL 3 e LONE BUIL S WOURE A' p MINI PI UOC``E PIPE SAME BE 4xI p.V.C, e IRCWS R OR ALLERAS VP W I.A.L.SMMLBANE COC OF IXSTMEEO BY NaVS, pE£Eq N ppP10VE0 MAXYfMNRERS' ]. MIMMUM AIL OP AX ROES: 1'e SERVILE 11]' % IB'); 1-1/Ye AW PRODUCE LLSI OF METERS WGTFA MM E'!. M eP Ye SEgryR (IT' '). q. METERS GREATER MAN I'e WALL BE COMPOUND METERS. REFER IT ADDS 6' D�. OF p L LIARRO`CURB 9RICP£SWSWOPIIXEEP0Ai3 WATER .ACOLLNLR CMXEL11PY5 PL MENONELLLT CHOWN. PLL WARN MONS w AT Dlw ANE AS DIRECTED BY IRCWS AFFIRMED MANUFACTURERS PRODUCT USE. T. WPB SIMS SMALL BE ME SAE AEE AS ME WHOM MAT ARE INSTALLER S. MALE NBC CO BE DEFENDED AS PER DUAL M-li, ORAE NIRS 10 HE INSTALLED AS PER ECRL M -I6. LONTE HANDED SRETURN HOURS MAtlN I4' FlICM BUPFACE. N CA O F 3'0 MEREL R NS E A.H. ELLS TO BE LOCATED AWACEM TO ALL INUVALE SONES IO (2) RA) PREPUXCMEN EN ROD ELOWTE MLM D PLACED IN ALL METER TONES MAIN le FPW aRFAtE, NwEs - METER BOX WATETERI��' SERVICE TRENCH DETAIL I r -B.. BUT.- rPREBSVNE Gqu¢ REAPRESSURE RMEEVFNiER FLEW MHUREww WM DATE VALVED \MORE yAl K PLAN EW GAGE R ATI EMOE (,I-)) 4iFi`i9111J NOTES I. ,LL FOn 1N5 �SCXOGS, CCMMERCAL MANUMATO WITALL COUNTSL.ABU OMR UR OW MlT PE 11 KNIFE AS DETERMINED BY UETTLE 3. PLL LII MVE FSAMLLUSSLRNCES ARE BECURRUMM TB NAME ] Bpy2MgR CwpluS MpNNYYCEEHHpmEpEICYSXPIPyM1LL CLp BYREpRpCY%TFCWCNI MAY 0. NPPEAT pYDOB11FP110N. PTE SORUKCOO BY IPCOYfi RLL BE BPPS£PPE RFT GPIANGBr 2-1/5' CP CREATED SHALL BE RANGED UUMME IRON PEE, 7. ALL MATERIALS ARE TO BE PER MOORE APPROVER FRIMACMNENT PRODUCT UST. B. ALL 9. ALL DOE "OF SRBW PRSHI BEKILTURTY SSTAIMALL BE CONDUCTSS THELL (OR BYW PROVED UT WSCR AND AWBWRIAR CARTED FHM SMATTER UP NUI PPD AT ..S PLAN ME& NOTES 1. VALVE BOA UP SHALL HE PANTR: BODE FOR PARD CO. FORWALE MAWS PURSUE FON OWNS WATER 3 MASSMAVE REBUFFED M HE ATTACK MM RODDED NOMURA. TREAT. MT WIR SU . ISE RAPPOO VALVE BOX PAD ASPHALT SURFACE I--]6 ACERNE� 1ETgL wi Ma mHz NOTES BLOW-Wf AM E IAEANOT AT ME READ BUD ONR AS REWRITE P1 A) NSTAR PRESSURE LADES AS RdCARO W EFML (W -15A) TWO l.-_.TWDE 1. WEREE SOLL CANNOT BE MAINTAINED AS SROM ADOPT. PROVIDE MPRDKD B ALL PALMAS ARE TO BE PR BRINGS APPROWD MANUFACTURERS PRODUCT USE NOTES CCN, E. METHODS OF RENOWN AS PORTEND BY IflWUS TRACE CO BE NEEDLED AS PER DETAIL M -IL 1, MACE NNE IS PREWIRED W ALL FEES PADEBO% PE PE TYPE ALL PETY END Siw TO%� �W (MAW TWEI NOTES TYPE ILRN CLW , EP / ILANWL t ALL VALVE BWM FRAIL BE STAINLESS STEEL N M .RAs LUNG 2PERMANENT WN MAN(ON ARE TO E USSR WPM ML EM, VALVES (SFE M-11) LOCATESEE UN PE ARTYLITAMM TO E PLACED PER., RM AVINE RUES 0� FIRS ABCTO. O BEEELI%` p0 M NOW WAY FOO ALL WAITED VALVES. (SEE 11) FIRE HYDRANT - WT IR NMN VALVE - MARL MERGE NAH VALVE - PLANE VALVE AND BOX PESNAXR PLYC (MA.) THAM O PTMI+ NOM P. I ASTM. EWM IO.PM OG CDEP S,EPELEVAT ON PAN XYMHANi WARDS W PEO. B( UNNR CWWN6 AS NEX NUME 111, CRI EPA µCXw RUC, W. A�DO T RATIO VALVE MECHANICAL JAY MARS 6' M.J. IF YM (l IB MAN PLAN NES _^^V PAMPER XANACY m - WATER ME WANA _A eOPCRRE� P4lER IDN ELEVATION SOIL NOTES 1— qp ro BE 9 WARDS R1GO LvnXIUM STEEL OF WORM RCN C.M�YIlEDpu/WpERNCEIE. HE PRINTED SOME MT. x R OFE NEATDO , ROADWAY FAH" 6. II0' Mx. 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CETAEP(sal01NIN4 (1U WsmEan) (O MMETDEM) ELEVATOR PIPE .PINT DETAID AT VANHOI E NOTE PIPE JWT DETAIL Is TWIGAL ME ALL PIPE 10 MANI CMNECNONS x. WL MATERIALS ME TO BE PER TONS APPROVED MAxUFACNNERS' PRONG MST. S Ve FART TO BE USED AS REMAINS FON A' UPSTREAM A OOVMSIREAN OF MMNgE MANHOLE EFFLUENT AND INFLUENT PHEW TO BE USED WHERE OF IS LESS N NOTES µE MMNOIE MOlEF ON oNAx91G rvG 5-4 2. WE PIPE AFFORD N. DNA. NO 5-10 3 SEE .. EEFILENT. NRUENT C£TAN DNAMNG N¢ IN. MANHOLE TYPE "B" DROP mG OM SEE HOP Di TO) NTO m:�' MHCLENNIPAN xLt lL UP N WiLUflil pEIPETHAI MANRPE DWELT 1. ELS A +— A TIX A -A I RUN MEW T USEQ WHEN CkJI QI OSSIFICATION NOTES ME MANHOLE HOLES ED TRAWNG NO, 5 2 SEE STANDARD "WHERE CASTHO...BB NO. 5-3 ]. SEE PHK OFFER. MALL CPAME, xC. 5 -ID A. SEE uA.. EFFLUENT a INFLUENT TRIAL PREPARING NI N-11 MANHOLE STANDARD SHALLOW once GTE 11 a GING p' Io DETAIL (S -ID) A Mlx ,;,1 drr *.., SVAi ON A -A ��E INVEST TO HE USED WHEN T CLAS51FICATION IS 0'-Q" OR TESS NOTES SEE ... IRIEs All ..ED IID 5-4. 2 SEE SiPNpMp YAHHOIE CASTING pNPmryG NUM 5 -].A X. SEE PGE AMONG PETAL pRAMNC ND s-10. 4, SEE MAYPOLE EFFLUENT k MIGHT NEPAL XRAMAC NS. FII. MANHOLE SLAB TOP 40 HOURS BEFORE DIGGING CALL DW` IFR 1-900-432-4770 SMMSRME SraIE.E au DF LSmdT WC. 3FF LU TOTES Et d i l o 0 Z wg� .W NE� z_ FW- Di 06sE ZWo N Wza z� ZF- wQRa J N} J C Zz3� J W0ige Ni >-Oz AS 3RD= muR F ate- 0.2 20 2 W rU) U) )- V/ Q aW W0 w V) C15 OF 16 11 O S SANITARY SEWER POLYVINYL CHLORIDE PIPE SCOPE cgFnmCns°µi"i1A`Yps[xFPOIISY"xn c10.LRmE PIPE Mp grlNics EwR GENERAL UPIY SEWER ppE MME COMPATIBLE MM 1HFO1"DSEFUK BE As PLENTY 6S OF ME P EPNCES (MCWS° JLT INDIAN RIVER READY MAY REGI MWF USE 0 MER1'RNl i Cf RENEW ViABY 0.ryYINtt WIAPIOE OMINC Cql 1WW'NR 'BOOST N IFI➢ RESUME W IT IS LEiFALRHW MAI PWYNNn CHLORIDE RFE IS YNSVICPBE FOR ME PMR.VA(PW) GRAVITY °. A DEMNtt OI OP L ROE (PL9:J WgniY SEINER PIPE CAN BE USED UP 10 M TIRE BHIBE°F GENERAL BUT AS USIN FOR LUNG CHEATERS MAN" IIS MET .4EXLVTILE °I MIETE OVER d"IHry L IS °'FPMMY FH EMBER AND NPOVEp BY Wdµ GRAVITY SERVER PIPE AND FTERICS IAANM1 POINT UNES AND LATEENS STALL BE EXTRA WOODEN POLYVINYL CHLORIDE PIPE AND SHALL =PAM 1° ME DRIEST ASM DESIGNATIONS 0 .SCl4-BOP BE FILINGS INSTALLED IN P0.YNML LXL.S. PIPEL P MSUPL IOM TO ME SAW 9 RGDONs AL ME PIP MRN B INNwI AMKING T PEO ME WREEM TS OF ASM BPERRCATIWS ME PIP STRAITOF-RWND W CROSSED IN AUMMEM As DETEFAMW W wMIMES BY ME EMINEM MY LpM U RPE 6 On CREATED IN DIAMETER MGM INSIDE RANGING MEP .RW AT RRIGHT O A.M. 10 GW OMFA VARY MEWS NN 1/4 W INMAY BE pEUNDJEC1fD <. P°LNXn pMPOIE PPE SMALL DE A MAMMON W Zp FFEi Ir! IENCM ANO 91ALL BE W ME MFAOYCT MMUFACNNE'S PXWIICT 1151. Mg1Q IPL SNPLL MEET OP EXCEL MF PEOVAfNN1S OF p5N PAI E UP. TINE 1, WAP 1 (LVF PC AB). ALL PNC RATE. gLs SHALL BE STEREO IN PCCOflpµtE MM ME MAHUfACNREq'S SMPVLEPRCARM6 (NOT W OIPLi SMUMI} PVL RP PXO Rr11NG5. sipxo°A"Ao AQ1Mo u°Fiuli`Fna"ugT DEGRADATION Risirt°p"'TN°YERincpus P. ARmr; u2MAMC MNpCONVINCE ¢ PLI1B. E FACN&BY SNE tlµYfNMWC CW APPROVED p`'AE MPTIBLE MMUEMNRµPANUETIEIOp ADAPTERS MAIL P COMPATIBLE TO ME APPROVEDOVE RP AND APPURTENANCES. NL ANTS SHALL BE RUBBED WSxETW. F. PIK SHNL GE CgEfN M C0.Oq. PIP J_E 0 SEAT$ IN UL ' A SE MM ASIMLWSIfxgnOH"U]ZI] O"'°E PIE FINDS RIGS 91pLL COMPLYB. ME JOINT SHALL S GIPLL MOLA AAIN GE MOM UNETOCpII iVSE OURNMENSIN GASIES iNEMEP. MEEN51W. CWPPF542 S1RE55 MIIW IS pEKLCPEO IN ME G9(Ei NAEAIpL sXPll PE AS HIED p5 IL PEMIPN ex mE EIP EJOW ME RRL IN TXiG 1MM WE REGPgp N FPLNP N MD MALL SMFSAMSHALL BF AT ITS MALAWI VALUE NNEN ME JOINTsPFEtt, IS COMPUTERS p sNeuO. GRAVITY NMI SYSTEMS SHpLL BE DURING SUCH MAT UIEP45 PPE MOVWER N BLOW AL UNITS A140 LOU Ps MINAE 8Mq LATER.LATER.T ST BE MGW N p CPANIY PMq yNN. CMNECnONs SHM1 H MNE I inWXG A 1. HER MS W.I.. AND A SLEW -IME ADAPTS. IRI g1EVER Is SPECED BY HOURS YW ME PMncULN A P CJUNM 5UEM TTALS DUMP SPARING FABRICATION OO ME PVC PIPE AND RTNW. ME UNNAMED MNL SUBMIT MODEM HUNGARY MARKING CRA6 MXYCR BY ME ENGINEER CP IRfdJs. RUM WpMry GS ENML MMI M PIPMC LAItlWS MO COUPON SSWUUM OF ALL PIPE. FliLINGS. VALVES, WPPCPI; µp pIIPA OrREUNION OEIML KIM PLL NECESSARY PPE PEWNW. MEY SNARL P 91pNN IN UpW 5 DIMENSIONS. MARKING A. WMEM qB ) WSST AFFIXED EEAD GME TOP OF NP MOWG HSL WAR MAIN HIRIPAM MINE RETAIL M -f s C I UgnW. B. 1PPCE MpE IB RELVPREC OVER ALL{RPES PIS MAJERIAI 5 FOR SIZES A. ALL PIPE p THERNE5 NUMBER 1.p IING W IRNCUBT POipBLE Wg51EWAlE0. (W SOMEBODY WARN N. Or pEAGXEO USP W q M6VWUN YFPpW4 PIESWgE GF IW PA. B. PECYYPIn CHUMUCH PRESSURE PwE MALL RWFWM m AMC STANDARDS SP CAWS E9W LATEST REARED, W .909, AVErt M LATEST PEnyON AM °li°4 AND D1Z91 LP MAC£ fP PRGTEW CUSswELL PEndOX. PVC. P C PIPE SHALL BE P R GSA IPWgSPWF MIMEA MIN WALL 1NIGItNESS M LBC6. C. 0.YVWn CHLORIDE FIRE SMALL PURcxMEO PEP MWYFp YNVFPCIVRER9 ppppUCi Usi. ° ME RA ME PIPE NEEED FOR TFiUIPIUSEFACT MAID WATER B.1 UP PLANE NRCWOP. JOINTS 0. CROP UP PVL RETURNS RPE MALL BE BELL RUBBER GROMET NW SPIfAi W91 -W MLL BE PEPMI1lN E ONLYNp SpLVENi XFLp W MpEMf➢ JwXI$ B. MCF BOUND W UNITS MAY CONGOEP OPER rn VUN15 UFTENPNE£P PLUMAHnC MSLMLARW VPW WWISMW CE sPEgFICP11Ws Np C. MUTANT UNITS MIEN MINI ME MIXTURES MPNVfACNRW'S PRODUCUSTT 01 NGS A. p UNDERGROUND WIND SMALL BE BMW TUCSON IBM UWsn-CX. ES1fl E W. CP CH "'O/A21. 1.To O MECHANICAL AWIs 9ipLL CWFM M i0 A. EpfBFlCAXM C110 Ax1.10 OR 1 / C 5] A215] URSi gENSNHS. / pPMCS SMALL 8 NAW -HEXON EEPPNIC DRAW BE ARMED IN d0%Y LIXED. IME FPO%Y Ng1FINpL µB SNPLL P HLORIIPM�OXF 9p°IAM RPPROYCnL MR A `"LEWAL RLL ABOKGWMOF L° MILS E#D51D FlRWGL SMALL BE MHGEp. B. ME wEswE RATING MAu az A. PG, C. UNIMAT SESMMM, KAREN PECUWE , SEE NPTOVID MAMIFACNPpYS PRODUCT SUBMITTALS LEFpE DAMPING FARMAGM OF ME PVC PIPE Np KNOWS. ME IMENT MALL SUBMIT CWPLEIE DETAILED ANCHUM SGMNGS MDAVIS STROM NMI SHALACAL By 11 .VX5XN1N5, pII"NCwCfgNs X NSCHEDULED RRCF AIPOIPXF V GATHINGS EqM YGULLAfITg1pN1XPCU5i.2W VNALLNAVREC 4 M RUGH ALLNECESSARY ME AN URN°E PLACED SO AS ED RE GEEVAE WNSEsW. T SR EMNMN PPE SEVERE. MARKING LO SrpNUEO BENUMB COOPER MACE MqE SHALL BE LLIRgL MPDS WNRDECMARCPAX%ED I° ME NP OF ME PIPE sE WOE OE N -IL FW PEGRCPnWS ..Or INS]AWHON 8. MACE MPE IS RECdM ODP ALL PIPES C, A SP AIDE MAGNETIC I.p. WNI TAPE 15 REVIEW MET ALL RPM TAPE IS TO BE INsiA IT BELOW PRODUCED GRACE. INSTALLATION A. wLLFSS[NN1LG Nl. OSENT xsMEN1°PeF"NNANUI°AFpWPN°'IMIHSigLlw£4µp In LIFE sIIPCIPAttVRpNCE MM DE MANUFACTURED ' MINORC ., ME PIID1ECl ME PIPE VU EMERY ENEMOTION MY IO NOOWING-INCPLECTIMUCTUR WATER, Nf, YAI.p, SMALL AMMAIs. MIT NY OINM FORE SI MAIEMu THAT YquW xIWN MF PTIM GF ME PIPELINE WHERE CRWNUWAIEP ELEVAX°u 5 1ABOVE TIK BMIW DECLINING n1E NEEM ME CONTRACTORHAALL AT IS THIS WILABLE 91pLLBE PLACED MW"p MY WARREN.T AT UP N'II UMAESS ME EXGXLER'O IPWVP'R"4 MWRMEs Er SAGER IxsrpunnM. OEPM cF COKA Np PIPE EI£VAn ax. IMIFSS UMERWP sx0'gM M MF pRAMNF£ Oq OMERWP gV1HOg12W B Y MF ENGAGER. PLL PIPE MALL NAVE A wMMVM CODA p ]e IpCNEs WHmpCiwi MNL DEIWMINE i0F Cf PIPE EIEVADgI pNp TVP pF MOUND ¢EVAXM CW MAIRPINSTALLED USING q NL RpE MUST HAW INE NIXIMYM CODE BAITED PBVVE AND COST BE MMW t0,1 FEET CF THE NP DE PIPE flEVPTIW WCIGIED W TIVE WUMXOS. MsiMLW PIP. WITCH OOEs NVT EEi DIRE PEWNEMEN3, MNL pE PBNSIPLLFC p'M R K£15 MEP PEWWIPEMENIS, CMHUCNR MALL RECEDE PE µp rW OF 4flRpuNEO Np GIS MT THE LOCATIONS M MICE nAEB G£VgnWS NFAE BE PONT TO HAW MAGENS O SEE IF W N GAGIN[EPIN WE p5EEµ DS 10PWCF MWW ELEV EMM"SEE NVIXEYAIMAPoTM N.H£ RISE ° EXTWiO PEGXggEXIS, AT HO gONTpIAL CNi LO ME UNER. A Y DILE HAREMS L¢ LOCATION CME Is Pf°MPEG CAN ALL PIPES THE ISN UE INSTALLED He W. REVERSED MME. IN ANY REST UP RPE THAT DISCLOSED WOODS OR SUN MIT PRESSURE INSTALLAEON MISCELLANEOUS VALVES A. MLLSS OIXNMP NOTED M WE MAwxps RR M IPW s5c.xs N AND APPURTENANCES 5 RUT SPECIFICATIONMf pnE Mnu P xpxLLEL pxR IxsiquPn m il1E E MMNFpCNREP's INS1RVCngis. q: GENLR9L MILL MON! VISIBLE RUNS ME i0 BE REMAINED RMARDIE6 OF ME AMOUNT SH USE NB1flpCH1R SHALL VP EVERY PRECeULIM WNIXC CMSTINCnM }p LEAKAGE PROTECT ME PSA pCANSi ME EXNY CF NW -'.i MA' 6 LNi, MIN, PAGAN$ ANp NY PAGER idOM 4VIWIPL Nqi M]IIW MMOfP ME PLL UP ME TYPES CE VANS AND APPURTE ANCES sHPLL BE ETMPNLL ROOM W T"E PTERINS MIEP GPWWWpEI FLCVPOW R pWYE ME %SgTCis OF WELL-FSCARUMW PEPMNIE TRANS MIO ME i1XLY EACfWE1N4W WAITO FA ME E N ME RmIOM GE NE 1gENO1, ME LMNMrpf sHPLL PPOVAE NLMIE SEWpLFARG EWPMWA AT XO PrgI1ttNA NSP TR nSE INNER LM EWIPMENL i0 GF SiM, E ANTIMER ME EWIP"ML MAL HE ALL GIRTHS 91PLL RE RAEn M p LAY MEHgI. UMFSS Bff ENGMEfR W RWUS D OUT PRACTICEST AND AND PIMPLEDANSTR LL ACW9LNN wM NE L PRACTICES NL MENWs NL SHALL 0.1ApLY MM NE4 OPPR°DS WET SWITCH IXSipLLpnW. SPECIFICATIONS AS MPUCPBLE N dPM N COVER MIT SFE FEEMM: RALEM OMU l SHORN W ME N ALL VALVES P"p µURN MCEL 91AI NqU£ ME WAS OF ME SWINGS, M OTHERWISE MN(WREO LY ME EREED1. PLL RTE MALL "AVE P WMMUM AVER N AS INCHES CO"TRAGTM 91ALL pEMAN MAKER ND ME DRINKING PRESSURE FOR YAXCH MEY ARE DAMN TOP W PIPE FCE 00 AND TOP W WRAPS° SENATOR FCB EVERY NB JOINN L Iry qusm SINTERS wW SERE MPLNglp2 vMr N THE Wpr. VEN PIPE INSrPI1FT USAGE p LEVEL. HAVE NE MINIMUM NVFR C. 5[PIPR MOPE NO MUST CCoFVEPIPN FEET LF NETMi CCN ALL VATICANAR gBON VPLYFS gryp APPURTENANCES SHALL 5E MEgNN.UL .MIM.. CCPLL %THIN *NST nW IxgGTN W INSTALLED UKE. m ALL RE -GP INN VADS NR AWURIEHN¢s SHAD AT FUNU11 NMI ROME RE ENTRACT; SHALL 8 REITSTOM O YNR IT NEIL I. p_ EW.PFMWIi WHNACIOP SHALL PECMO DRP pF RpE AD U ICP RF OPINE VALVES SEAL BE USED W NA1Eq, SEXED NO flEVE MANS. GUAM 'HE CE AN W YBROMIEE MANE FIATµWNTDER MAKER RESOURCES N PARTNER ME DEG MINED AND°MEANT MIS INFWYPOW N ELN"E4IHEFA QICRVEEPOPfsERVES ME RIGHT N HAVE EXCAVATE µO GIRMS RI Cf PIP PAT E PLUS VALVES MAY SE USED IN UR STAPH VALVE .M AS APPROVER BY rWXCTOR GRUMPREVS. IV IKEDID SEEIF THEY MCIIII'MALCIE°ST'BE DINE A PXYO/W STPCpWUSLHTPY E InPE a;aRE1F11nw1ED MIKWTI. NO L WsiL'N ME OYME0. E ITNUSS [MERCER W A GY-er_EgP LASS MAY gR+ . VPLVEs ISRAELBE SOMMUCLE PLAEMAM. sERwE YEE FAWVE OR snlgF W WD TYPE WRs. pW APPUR MMUS OWN MAN MU8 SPEEMALY CNED'AT IN 5 WOMEN FLA U2 CONTRA M MITI MALL I.ICI.UOE WE WASTEWATER AND RECLAIMED WATER 'mm"mo�LL .DA`N. mE'a�vE."L`v: TAMPING L PW VALVES SHALL SE IES SNE. RAND c°NAIUpRYw"r:E".I" OSE SPTECIBIONGURS. SCOPE ERA'S MRTON AND VELESUMING WARER`IN. MAIX£ Flr11HG5 FM QEjMEB nGAPPRO YE (PC) RPE SEUL GE ALLGOOD FOR U8 AS V%LPSI ME; NB gEWp1i➢ WAIFA FO0.CE AMEN PIPE MY RE COMPATIBLE GWNtt OFPPPLMOU GF NUMPY FBPNCEs (IPCOME US) MAY GTE gA. EWIPE TE USE EF M .. D. WN PGLYwxn MOMMA E BJMXc 0.55UCOM REPAIR RENEW OR BY IPWYS FIELD Pp.sONHEL WPIXG 1NTTW A IE IS MIGM LA MAP PUL . OROPIOE RPE M UNNITAGIE AN WE PAMNLPR MPUGMH.. PPE MATERIAL SIZES 4" TOR CH i A. TA ALL PIE RAIN RNXR WRENCH Edi .HNNXC OR NUARNTO FOR P MHROWNYN WNUtWp pgEBYE M" IR PA S'AL BE OESIWEO FCA P• WM"WCgHS54-PRUDENT A "gqR,`�MESWTflE SIMMONS PEgC2pS UPSLATEST CAM.RSFROMMANV MAINEIEI ANN BOUND. WMPP0E 459BL BE q [dAFWM NTH MEVRCAPTURE APURE NEIN N CAN MM PIP MW A MIWNUY WALL c. P mxn wuwapF PEmIRF PIE ER MM . gNE2N MAL BE OR 21. PX -ZIP V POLYVINYL OOOMVE PIE MAU PURCHASED PFA AMEND MPWGNfl6V CPEq'S PR VSL ME IFAME P E MARPE USES FOR gELUWN WAIFRq SHALL OE PEOPLE IN C0.W. x MPgOVED YNNACNpEvs PRWYCS NSr5WP2P RAPARODY PER ME MS INA Or MAIN EN BLUE FORCE ARAMs SNAIL BE FNN2p WEN. Np BASE Mu"S sxPLL BE PAX1W PURPLE. �VAL�f3-TAGGER)-INCH CER) A. ALL CEGXW R SULA OBSHALL UIEsiEPEN9dCI MEEWILVFSLMMPLLBEWPp1 STANDARD LSPFE-PG ww+NWc°PnPWN AN n MMWNN }ERRE 2sr Pp6sWHT. IFI SPALL BE PEDDLE IBM BURY, gRWEE-MOLIiRD, BESLLSIENi SFAIF➢o xM n LRUML Or EINE LE IB MM'. BM Z SFAW A LL N vpLVE gMNEi ME RI HE SiPYKESS SRT. THE ARE GTNG NV5 91AU. RE 5]PNCAPp AWMA 1' LWNE ALL VALVES SHAD OPEN BOXES CWN1EP0.0.r(MSE MEMPMCPL JPoXiHAUL NMBSME rNpµpCBNN21411. EXCEPt AGREES M0- UK OAKS VALVES 5MN BE RM MP B. WNFAE NH p °CX PEOVIREp. POM G2 VADs MAL pE PgpwpEp MM A PDX CAST IN WE UCOVIN. ME CONTRACTOR R S WEA NEMC A BE CB VAK BEM PW UD. W NPCIW MALL pBONpAVPL4 WIIFHLHES µp IXENa 1"E ON VAVESMMR ROALPCCx°µp COKP"E-.I BE rtA VIKEAPPppDp MMUFACNPER5 PRODUCT I.M. (SE pPpWINC <HEIA VALVES EN WCTE MW 'EVER MALL P .PC TYPE AIDS MALL MEET WE T EC B ALS Np1EgIYPEN INIB WA.ASINOXp LPCLIRCAIIgI W MATERIALS A VEs MALL P TBW REDO. EZE AND ISD Mlaxt wP1ER PREszRF xW- ILALLY IESR➢ PI ]110 PSI.L"4Ot' Nps ALOW 115 POYXU NST"BI6� RMY£5 OP 115 PW W NS B21 1NPEAPO EIEIINR, pEPENMNG WM LWP1KK1. YMM WCAE IS NO iLOW THERM INE TME WF AMUL HONG OF WE WpLAIENNNT PL SGT. MIM CAERE INE RISC sMpLL $PNC OEM C CNECN VALUES SHALL HAP NARRE BEAT µ° NAVY FUNDS, EMERGED SUNNI WHOM FlNS NW NMI NUTS W nE DOLTS AND HELPED COVERS 0. VALVES SORTER° MAi EIRIC AXR DWT SEAT MAY EARLY BE REMOVED AND RERAC..DT EO ODi WRFIIWWC MF VALVE AMTWME IME VEs sNN16E FlPFp MM N FxiFN0E0 ulxcE M SOME LEVCP µE H➢dT, N XEWSSppY. [N4M VALVES Fqt PW qP TER MPX ]' M pMERA MALL BE 6 PUG N V 1. SEWEY PC. WM Vlllwl. SMHI M AlIM END£ AD PfdAPW SEW ALVEs iGN PVC PIPS WUIFA M pW SMALL BE V°p PSE P BALL CHECK VALVES SMALL HE PFA n1E PP UTD MAIN q PRNucr ORP PLUS l_LAE> PLUS VALVES SHALL BE "W -LUG LEATEED FUSION LINE MM PMI- ' TER BODIES SUSPECT FACED WPLUGS, BU SiA1HLE55 STEEL W U YA3 NI ME BURY. 1 ARDS SHALL ES N I SU Bp PORST AR OF GIRL PRE MEq FW VALVES Q ALUM NO s 24 . AN UNAU R ALL VALVES A`l£S 4°xpERCENT FRA ALL AMM AN LARGER SHALL BE OF ME B0.Rp ppNGNp PLL E%POSED NYIs. BOLE, pW WA]TEPD EHPLL BE L d PET VALV S SPLA L BE U UIPOAp STEEL YFOP MARGARET VALUES SNM BE w STAINLESSN534 uFE °COIFS INTERIM LR pW RWHO SOURCE: MECHANICAL SENT. FNps SUPER BRUCESALLANDH ROS SERE MM THREADED GST wW OT .,ME UNCH SHALL BE ME PIECE MPMBE MU OF LUFFUENT MEAN EA ND CPUn505p5 NDi NMR,° REWIRE A 5 WPoSP ME INCE PLUG. «nn VIEWSA II RHES AM CREDITOR IN CMNcn2 MAVLLE PPaSEnE'N `A°uMsr ppJpsrpHE SNP sxAu BE PROW dD. COXS1gVCAW OF pCPIg1W HUNG STRAIT BE SRN -.EEL ALL GEUIW Ruxwxc PL ANN SEALS PPpNONLLLwF M PALL SANDS m PEVFNi ENVY Li pM ANY WpIFA INN ME PCNXN gIpT. ALL Si GENWGS SHALL PF NPNISNW MIX PBMgNMRT LVBWCAED C. MRFE-WAY %TC VALVES SMNL BE NM-LV&OCAIF➢ CAR WERP1fO. VL VE eWlEs SNEL P sfMl-s1RE CRUMV 55 -ACED N51 E -WAY Fp VPLVEs NgLL ALL RE J-PORrP. SM DEGREE AN G. SHpEE-COPY ° NNVFACNpW50PTAGNLVLNPINSLGULL BE AL PER ME APPROVED BIR RELEASE VALVES A ME NP REDUCE VALVES MALL °E IMINLW AS SUM RUM EXE DPTEPMNCS. RUM RN HE PROVIPp E YEMENI q VACUUM EIX 0 P KsiFOR W ROMIUE"ERLE"SII"A SEE PEERR'P IOVER uA.UFAIIU MIN'S MAIUsr. ME RPLIXCs sLWXA�P�I� MAOW. BAYED °POON ME S MµUF"ELLAG MS LLL PREWCi UST. AF FLUXUBE VPLWE FOR RATES UNEs SHALL BE AS PM ME AMCOVFT MAPPOINTMEN'I KERNEL UST. FIRE HYDRANTS F "AGNS SHALL BE IPPfFTC TYPE 5-1/9' VMD ¢4.AA2p µ0 MNWFPCNPEO PEP n1E MPPDYW NAMPgCNRER'S PRODUCT UST, FOR HNRAHS SMALL COMPLY MM C RMT AWWA SIMMONSSTROVICATW CCEAL W LOCAL REVISION. ANAL FIE MUNDANE EGA CLUED HAMM MAI EACH VINCENT SHALL HAW B' MEp AAH A& JOwt CUSS MM HMNESSNG ERGs (bac EMS'j NY SMALL ORION BY TURNING N ME UEU (GWNLEH MMS'). BRE HNRNP STALL BE OF NRE MGM FIXE Or BERRI ABOVE MUNDANE OF ROADWAY. Ir GIMl PCAE-W °YWED MM 5T HANDU HOSE TORUS H MI° ME 9-I„tV' PUPPP SMALL ALL SPNXC MAPS, UTANNW HESE MTEAOL. IBES SMALL HPM CAPS ATTACHED BY MEAN WwAnrvc rvps supe BE FIRE STANDARD PNrACM ( AE W¢ p�-I/Z' PO GLj. FIRE HALL BE P STRAITUNTS FE ERALPoW RINC' PgCxM11C LURE NIHRNi 91PLL BE PAX2D iFTEHgL sNEil BACKn OW PREVENTERS ALL GGt NARROWING MALL BE MOONED NEANDERTHAL. IN MNFIC CIRCUSXWCIRCUSW ME WSiWER'S SPE OF ME ME NELFA. p90VEGNWHp STRAWR PIPING SIL BE CURVES IRW. MASS W COPPER OP EP PIPE MAY BE D5W F CP RPE Z' IN wM1E2P OR SMALLER BpWROW PREKNZ qs SNptl BE M OWMW W MERCK /OWBLE CXCH TPE MM rWp () IOAURA C' P c CINCH MOOF IN NX SCOL PE GE IK N WNg1E IN P XNioxmllLERiwo"w44iEE. DmExpwT ERPF wLK SMALL BE LARDED TEIwRN Oc VADS PEWC£➢ PgESSME iUNPE MALL PE INR0.TUYW M PLL `WWMWEACVL PPPDCgThIXS. PPEVEN2P5 MNL UMKPAtt MNUWFAC"EN NRER'S PRODUCTUPI APPROKp AE PW MmODD SALVE BOXES ME MURDER CAUTS GIVLL HAW CAST IBM -IA BOXES ON MET IBM COVERS MD MALL BE PRO"NOWPLMMNNHEENLE BONNETSMODIFY EXIfHWD TO MATCH FlMMW ORAE As DIRECTED GY X E WPNER THE BNPWEL SHALL HE WE MALL VAR WBN PIECS. BUM INTO REGAS. LOO AR HARRYRG ' MAFI. MP" WA2R MMXs, PWEP�LCgmKE "MLO TOP FON WgSRWgiELt FORCE MALL XKNY CAST INTO SPIE lTTOP FUR rU RIVEKIM RSTWCNEAALL fFVIN (appE. VALVE BOXNAMEPLARE. MSHALL OE UNOCALOUT Mn MM Y CARBON BAP NCR VAETE N AS ARM W ME YPAM"cs µO IMPOkETURWWjNXV NPER MEE APPPROBVRI°EEP MPNVGCNPFA'S PTCWCI UST I"VALVE IN A YE BOXES SMALL SE IIgEpUSEMAY ElIMMI.2 CWCPEIE PAR IN ASPHALT PAVEMENT. CORPORATION STOPS dtAAW SAWS FW COMMUNES' TO UNI IRISH W PVL ISMS MALL W PLL BRASS MAP STJT lAB1£ FCA 150 PM CPERRAXG PRESSURE PEWMEP Kp MNUFACTURER'5APR PRODUCT AND 4M.1 SE OF RUSSER 0 ANI AGNATES W YRPM M P. BARRELS MALL BE STAINLESS STEEL OWME SIAM MM ERE%Y CGTEU ARM SAUDIS AS PER NEWSPRINT MANUFACTURES 5 PRODUCT UST. E COUP ING NERVOUS CWRIXGS SHALL BE UNE" ME SPLIT IVPE W TONE ALLOW TYPE. 1, S8LX1 XP M PING SIAL E USED MM AL MIERLW E )SUN PW ENTEPIM PIPING A5 PIPED_ THE CWRWcs 9Vll BE EEE"PMCA EXGFU£ N.RAPIDS. wOCYEO Ppe ENDS IN ALIPo51nMVE NU°EPLME SLURRY iMl PLANAR DEELCBW N° CW NACWX ANAL EMPµ9W. 2 MARC 345 MALL COLONEL STW pNCNLE IW, ASM NPgUKMANI A BURN AST). WLOMNATER WBUT, "COMPO...."ATIUM LIG SNA MN R 9N¢E W TSS- <nW Np MANE OUALAHNNUHEM LYLE 8%.FMUCH "WARD. AND TORI N MANE OVAL MACH "EAT TPE PML MM A194Clu nsSE"LALABLE NOW HWNiTTMMNOU�SNE TPo n.11C . NODSE S A183 1 SIMMUSES s2F1 HpLL BE A.EED LYRE WUPWGE WALL BE VSW MN ALL BUMMED PIRA°. ME LINGs MAL BE WORE IBM MC sHPLL PE PEP n NPR°VW "NCKLESS SIVEL BUC°15 AND NUTS UNLLEESSS"I+xpC"APPIN o EMRIM E° Mil' 4 PLL CALLEAUNGS MALL BE RANDOM MM ME PIPE SNP REAGEn MGM SHALL UP ARND NFL MORELS UPCICO TABLE FW EXTREME TO ME LIMA MAN THEA EPPIPLNTORTION B RUCHE NI..V ADD M.IE MNW .NYGRN 10 ASM A-516 COME 5-12 CrD PONDER EPJ%Y .Antic, IEGM.G PE AWWA C -319 (X51 AZI-11), BARHG Z(q P4 WRIMSH PRESSIPE PN PWWA C -31S UMPOUNUW SOMALIA CONFORM r0 COUNWATCHSSTSIM RNEATISME ASM °-395 MEN. A AND °. APPROVED YCP UMEL CASING PIPE IN ANY REST UP RPE THAT DISCLOSED WOODS OR SUN MIT PRESSURE 5134 CADNU5 SHALL MANSWM TO ME REWIRNI S GF ASM CONSUMER LOOP ER TRAY AIRCRAFT,E CWMAVOIN SHALL. AT 13 OWN EYPERSE, IOEAW PN° REPAIR THE GULL OF THE NATURE AND RERST AID W CE BY A wAgt AIDS GRACE M' ARM UNI'LL °E WAIF➢ INSIDE S BINMII NOUS ERRING, MUN 5 .1. MRH. CA IES G PNULL ILINE. WE MIND OF UNLACE MAI MAY BE PERMITTED SHALL BE DANCE CIM AR MP SEptlEAlnl 11 CRCAnONS HAW P WXIWM fRAIXPL pINAE1FA PNC WNL MICPxE55 PS MWCMED BU. VISIBLE RUNS ME i0 BE REMAINED RMARDIE6 OF ME AMOUNT LEAKAGE G ME CONTRACTOR HVSI ..I HIS PUN INC lEsn"E m n1E EtINNEitt CASING PIPE CASING PIPE UTILITYLEAST SW RENEW AT .si IpCj oA INSIDE DIAMETER WALL THICKNESS 1[aNECtW °ESREEgE4O (INCHES) (INCHES) MILENG OF URAVITY SFNGRS B -I6 SE WAS BY CNFlLmA X MD GUILIRANW. PS RMCAKU y8 -W ¢35Z -x4 e[LOM DILL °E 4POE W ALL RPS Dns -AN PJr 0 1ESR MLL BE MARE AI RIE BAGItF91ry1G, ALL -JB 096WZ OWNS Inc" SFVNE"C 5 SHALL BE IS PULLED SUN. MAI WAIEP 55 nREN N INLE W m-sp p's50 1"'"W 'AAw1U'E BflN4 TESNC .iT SONG Cs SHALL BE4 <s pwcclED By ME IINmuz u DERE IN ME WpNtY SEMrtNEOEM IN WW A AR CAN Bf nj_Po T IS GP S FL IR flE E0.5ED DEED MsENEP MI NOW ME PENURIOUS pIEflL e E C04NGNME FOR EOF IDB=I1,3 W YBROMIEE MANE FIATµWNTDER MAKER RESOURCES N PARTNER ME I2D 1°3N5 wPlw AT A cGlusrAlr LEVEL puRlnc TMs PRIED IF TEST RESULTSME BANTU .AT B. NAp NW SICU WEEDS w ME CA9XE PPE MALL CRIMINAL TOT� E MCIIII'MALCIE°ST'BE DINE A PXYO/W STPCpWUSLHTPY E InPE ELLMPx x4wxc WLRtt STANDARD MFgncpWNs. c E E MY IWXr SN°M AN MPREPABI£ PNWNi OF LENtp¢, M ME ISRAELBE SOMMUCLE PLAEMAM. sERwE YEE FAWVE OR snlgF W WD TYPE WRs. A wxd.c nA1NIA MAL BE gEMELED AN eOINI REMADE r�LLIXEr R F Is PFFcnNE R N. eE REMRDp Axp pNGEED TAPPING 5 F CNG VA C Lys WMNY a WAIFA WAIN ETD Or COMP L°x. .ENL M M CXE NPM ROES Hm COMEM 1. OS pEq IW CE TAMPING L PW VALVES SHALL SE IES SNE. RAND alu`AiiEa PEA oar PN MILE of AEq ADD IF NL THE RENNASE 5 NOY Cd�Tl.EO A FEW .NMI£ ME 11P AR TPE OR DUCTILE RW M PORTABLE MAINS. SCOPE MALL FORCE} R PCIURY. IF AMOUNT kS W TUR l 4THE CONTRACTOR nlE Cd1NACip( MHW TYPE BE USED. iAPPpIE SLAVE µp VPLYES . TAMPING VALVES UND SHALL BE 51PMES5 BIEi.1. YMpPpROYHD RIPE FGfl VMSEWp1ER 14TS PUNTS, C CAMEROON SHALL MAS pLNEMCnVf JNNiS W BROKEN PIIS; 1X3 CW1RPCiw( 91PLL WPPEC! FORCE PMNs ANO 1LLllE WA1FA MM115 PFR llff APPPOVFD MMUGCNPOYG PR°°UCl "Lr' ° PISHALL E BE MILADY NM P INFILTRATOR RIs ME CONFUSED. HAS TESTING AND INSPECTION OF SEX PULED. INSLMPLNN 255 SHALL SE MADE UNDER LIRE Np WE tNMx IF IP INE THESE LT W ME MEAS RECLAIMED WATER FORCE MAINS, E MAINS, M D D BY T INxe AELEwANe°c"RnLIwI"w°1siac11FDBc 1. Opus` s .1 GUI FWC°us OIPNLTFA PEP DAY PER NRF CS ANTHER. WASTEWATER FORCEMAINS AND O9AVIT7 SEWERS E pn GRAU O [[PROXMIRE. Br MENS N vEROTEcx PRESSURE S F UNDERGROUND ESSUR PIPE WERE£ PIw E sPi. GR B EW ME ce ME RPE. PRRNDW Aro RSTAl1El Pr MEC.... An pwgDDn E HVpWsrAnC PUMPS ALL BE RUNNING UMR AS -BUTT WUM"GSUPMOUNT .MM ,AND Ar SUCH TW. AND LOCAnON5 I5 MAY LE wSFCEF BY TE NEER5. HaVL BEEN PROMPTED AND APPROVED BY WWUS M IF AN NSPEGnW W E (SNInFD SENA ON MY PARI MEflECE B AT THE BEGINNING W ME 25T PMN, MOROU4 LY wFM ALL "EW PRPBY HALEEP MEANSM.URYNIXS, iE MEAN AN MVUUF NCKt JOINS Mp[M ME M4MAnW UW2IN ANEFCEAAE sp WALL "SP's OF MOD. MNPV XIEAW MEPIPELINEpUMNG ME CONSUMPTION APAED. FrcWNASOIL LLIUE PFPLEKAN AUWM ASHAVE wPECIF➢ BY ME DECIDED µ0/W ROUS. WHEY AIN1/OR MCOLORW WAD PIPELINES. P MIFA IMS DCVU PEAR. SHALL P[NROM CLEARED EMAEE SEINEN PROVIDED 4MN0.E5 NAY BE EDEMAS OM -15 FROMT HALL REMOVED M E PIP4NE5 .. BE 11S ALL ME E A TE. IFMA MOUNTME TW A MWNr URN F MY PROWE VIDED OT EXCEED N AMARA SINOaRCE SPEGnCALTO"C56M-c 4, R FAIRIT flENESTA.. FM PVC ARAE, MM ME EX ENTYPO1 TINS C -9W -9A OR STAKE i KE0.FPX0 PROLNpFT WERE MSE"M°rFWSX XC M 9NRBNG LUUS LATEST MEASURE FOR WP. ADD AWWA STANDARD SPEORGRWS. ME H PLL... USED MR 1E511XG Mc IMUSUGH SNAIL BEAT AT CONTRACTOR WURETA LS, ALL FNISH PLL LAMES, MES, PRESSURE PUMPS MO ME MORMONS EXPENSE ME MINIMUM AMOUNT OY WANE N BE p . SOUNAP¶A RTPE L FARM 10 25Y ME LINE. MOMENT OR SALSMPAIDUT MEPNi pYPMC ALL 13511X3. USW RE 1W0 (x) nYEs ME VWUME 6 NE PPE. AWkDP"FINAL IIESPECnWSBE L MAY M MR ELEC IN LED Li ME MEL BE 1,5 UM EKE FOR 1X3 FIELD N PRESSURE T UP PO Nsi Ai Ml °E I.5 RHES THE NORMAL IYPUM"GEWEAPONS LOSTAS SOMETIMES MY S BERS MER ED TO E HE ERECTS i0 W M HE ORAL SUBMIT E WALL SU HIS RiWpPD MERGED N THE pIgXEFR MD/OP X6W5 i0P APPROVAL AN NOT .ATO MM I.M PAGES ME EAP PRESSURE P1 ES URE AT MEMOME d ME pEsllS OF MF NR TEST ME UN SPn4VClOPY, p5 HIGHEST BUT ME Esr SECTOR. BM xm 4ss MM 60 ME ADD pwM ISO Y UMPMINED B ME CUMtt THE I ACIE3 .WDLL PE REED PED N pEPELNN 1.I lEp PON FDR sfnEH FOpcE PMNs. M 1 mOr PRIMES Mp ELCane DEAL!clDp sHAu PINENEE MF UFlLWPnIIX 2n As WnxW neoD, RATUR OWOONE T RANDOMESE PRESAGE. 0 AT EASt i PIED M " N MEF RPE MSW AND PLASH 0.09E LEAS THAI BE PPWMW DO THENAVG"RY WE NET YSUALL INE ENTIRE Ix310E OF WE PIE BY FLUE NO FLU ANNERR AT FACE PCE CEM -EXE W ODDER 10 BI£ED PR FliO4 ME NXE B PPESaIPF FORTIN SHALL BE AT EAST Z X T ERNS ME COST R OTHER M M WATFP OR OINEP NUNS TO REMOVE ALL DEE SiWES. ECES OF WOW °N OMEP MAERML DII W MAY HPK f11PRINT 2,e° MOUSH EE MEA IIE45 MARL BE INCLUDED q5 PART W ME nXC ES THE CONSTRUCTION PWIW. DECORS CLEANED iflW ME MEN MAZ TESL LNNy °E 0 CO 2Y MM ME MAIL BE REMOVED MOM THE MEOUnLL. N. AFTER E. P11 NtO NEY SHALL BE AMD AFTER i Y SHAD HEM$ TURA ION, ALL 25I ABA SHALL BE OE°NOT IF55 MAN x wA5 DURATION, ALL ENppi AE WBFPGE MNL M .OAK A ME PIPE Is gEPNW NO li ME W WMDWAIER IEV415 ABpVE ME PIPE. OR p HFAW RUN, THE CWNtt ALLLHE "IF AS W PW TIMU REGE EESNIHPRB REGARDLESSMET °E TOTAL IFNs. O RUMS P"F wWOVENSE AT OIKO PARTS O TEST LI AS Mpp BY LEST. LB MNL BE SH LL MIN STEWMEMENR iVALVES C LL U FA nU0 INC` ME .XIPPCNP SHAD PEPAN MFM AL IAS EXPENSE. LEES VU'E.S EEPETVE MATERIALS. MO BPW K llff NW SEWED EA RESTMPIEO, SHALLRE SHALL BE REMOVED LPE RPE PS MEANU CI MAEDI SIAL ELTSV9dC2p TO A FWA LF51 ANO AND SHALL B5O"E URESIS➢ Iq WCN ACnwRs PS APPY BE DIRECIEC BY ME ND S MAY BE E MEPC vp M Y RUED ps ULNWflN IN PECAPI, My Y,BpN M E SYSWA W P[11W5 11EPEN PM4 MNL CEµEp Nlp READY FOR VSE .ESR RES POURER. ME N E 91PLL BE RLEO MM WAfiA Np PLL AR STEMMED. ISRAEL6E MAWCUS III ME PwE LBP INE EGI PRESORTS MALL TE MPPUMP WALL A REED G SE PS SPECISIW MEflflN pN0 MA1 MEl PLL PEWMEYW3 As iF UXS COME CLEAN UNES. INFORMATION, SUALMAMV MD RE TE 10BE BY WEAGWIPSMIOA.10 BURflAMP BY M MEANS MALL TE° FWARIT FRP"'NEB WDgUMMIMP. MMG9ARnM ME WATER REQUIRES lC MAMIUM TINS PRESSURE, ME MAERTW W MPRs MNL BE BY USE w A WF-cpxruxW A C* ME EVENTS IESIHD A WXRw UP DANCE BE IT ACCORDANCE I hSW SYSTEM Ano uuPlxc GPW spnsgclfgr P'MnS0W FMOPAU H E AMUC COLE PRONMPLA ST $i N R SEC I] OF gwwA sEPNYeW C6°0-99. U25i PENSIW 13PAGE MM ML STANDARD INC nupWp9E RALE OF uMAW, Mnu BE .Ess M uPER VE CnrAICE W nNAL BRAD SAP NANTML MESE FSgNI S s"PLL BE PRONDED PXp OPGP20 Tv ME CONTBACiRIP As sPMw ELow: 1VS P Z L = pLLEWPAE 1£ANNE IX EPVAMIS PEA NWP x > xDMBM N AwxN W PE sECWn 2s2T p = xpxMA mnMElm OF ME RPE IN INCHES I"ANT-TER LOST PW WS PER SW SURE PA TI ONUM gUNN ME LEAKAGE TEST ° ENE NNEN mR M MOST LEAS! NIS MAY (sl FOR PI" ADU"15 P ME CD POI EOUaRLLY WORSE OF PLL CL"pOIXMG NPRPIP'EL MPNO EMWYPMWr AFTER COMPLETION PNP ACCEPTANCE OF ME HELD W°NW2M ESD. VNELS OTNRIMA DIRECTED BY ME FNGMEEE. MY DAMAGE 1U WE PRE WAll11G MARL BE PEPPERED BY THE CONTRACTOR. LIKES FXeLL BE TOU LY NEE AW MEAN PRIOR 1° RNA ACCEPTANCE E ME SHOWED pP NE MEMETER'S PVREANTAnD MUST SE PRESENT WINMaRsnxc. F SNVS Ri epCACRS HAW 1VML.E"M OAD FOR USE. WMSt OPIUM NARL .Or E BM LIN ° Y NWYs E[KBs. 6p01TIONA PRESSUSE JE5WRG FOR PUBS rVIME (PE) pIpES A. AT ME HERMITS M ME ESI PER., ..P LY MEW ALL A. PRODUCES BY PLAGUED UI NECESSARY NUMPING WRITING, TO ALL WE STUM PIECES OF WOMB, OVER MCHENIA NO MAY "wn ESTW1EjEN° ascpgiPM4ED"�Lw re"v inw UNCOMMON � PFmN'npl"IIpsAL O`ER ING,SENT µV ME OPIUM REMAIN. MEY CONAME. NDH EENT gEMEO IH°M WEFRAILTIES SMALL P REMOVER fPON WE JW GRE. B. ALL PE APT FL MAINS SHALL pE MUTT 25EIE U TCW WAmN SIAL SUPPLY ALL GBOR NwRAEEs, MCTELPIIIAL, GAVC£5. PUMPS METERS NO IIIGEENTPLs pEUURW ECR E CWMPCTQ9 MALL PflESWPE Esr EACH wpreq nwry updM cpmdun W N >E PIPE unwc PND MAGNITUDE EMSUNNI EPFApn%i5. INCLUDING FORMATIONCF pNY pEWINEO TEMPORARYOPBRWPY C. SHALLMUSER5 TNESRE °HER MITI 1HE NORMAL MAIY°" STAR OSENCE qi MEL PANT EF ES1MC. PIPE RIOT LESS W. 121 nNE UK MIXIKWC PRESSURE AT ME EVERST PONT MEAN ME TENT SESION, .1 MIT9G MYx+ L I. PAR FOR SMA FEW MANS, ME UN LE CATION MALL PR°NOE PLUGS ADD BLOCKING E¢sEA Y M MNMAM ME RE URRN EST PROMOTE CO P. n0" SIGNS AT LEAST I INCH IN °' T UWPPE.ADLEF0AN EN1IT MOM To i�°DASREACH SE PROMPT r NON WE ONE. MAnW CE PESEIF I'li MAL BE pT RUSH KNOBS .1 xauWO IX PapE W WF 2sdMn E. TSEG SHAYS. CYADVLLNC BRED BPPACELRIG MPs ELN Cg4 E AMU)EFEPE PLACEMENT OF EPAXNT ALLMAKEUP HAMM FOREDpGEERSp. RSBUT sME PRESSURE EST V ME RPE SHALL RA AL TOUSTC ORE MOW N R HP) HMMMUS N E RRIO URESL ETr MURALUS, UNLESS BY "E wASWE AIRSOSFEYCM IUn"'=TaS TFSTGI.111.0 MAKEUP WATER RsiTPEEIN,5M PAGES US AND 24. niE NMTYOW. (;ENERAL DESIQN DATA GRAMTY SECS' �R AT SHAMIR MORE MALL BE MEN USE PIPE �6N CNMLI'FW WEOF THI LNAN d£ TO THE UR STANDS. ME SERVER ME BTL STAVED uL ME " MANHM MALL BE NAOR T E. PVC PPE, YxESS WE NSNEM DNDR�Is zBs R aWDw GINE IN YMIW GP F pxs. uBE AEWMW Ix AUWDNCE mW NARUEUP S AIDE LTWUSNDESCH TO US WINES RICCHMOY SERUM STRAIT UP NNCIED AS NBY 1NE I 10 D TO RECOMMENDED SAE STANDARDS FOR WNLWAIN FPCIUnES. LATEST WITION, AND CURRENT REGULATORY AGENCY REQUIREMENTS C. PiANtt SEMAS SHALL E DMI FOR ESTIMATED PEM ROM AT ULTIMATE LCNLDPMFNT, WHICH SEAL BE TUE PRODUCT U A our ROW AT ULTIMATE OCCURS YEKLWMEIET OP xHdW pVEMS 1740 HOURS BEFORE GING CALL TOOL fA£E i DIG-Roo-ase-ano SUMS 5/AE dYE G HAVE LL DF stTH IXC. AN 0. PROTRUSIONS OF AVERAGE DAILY ROW STALL BE MADE USING A PEA �M IP .4WAGE ROW M 100 4PLLON5NAM IT. COUNTY 1. PEP DAY pNp IX pCCGADPNGE R YWk1_ MUSSO KY 10I SA VATIC P PEAKIARDS F FARED M4YWNNEO RECCEMIN LATEST FROM Sig2 SiPXYAAps FOR WPSIENARq FARNES E ALL 1.S AN LLL PE SOME p° MDQ PAPIER CMpOtT TWI PEA" BEGUN MOM E MINIMUM LLOWP O£ SHALL BE 6' FLA UERAL [E S RS E STAGESHALL B DE40NN AT`SLOPES P.M. MIMMUN ..LEE Ef x FEET PW 2EOM NHW iLpmNG NLL pl NATE-LULL, URIC IB M EE AND FOR RUMn ENLIESVNT () W 0.013WAiSW DYCTLE IggV PIPE NR APPROVED W apeAL ME FWLomxc mnNuu By BUILV4pLL BE PROVIDED Fwi SENNA 4OES P N ]B' d pPPgOvfO WEPC PIPE DIAMETER n ¢013 IIA 0�11z DES aS IB C.10x pz lws 29 TCBS 07S F ANNgED STALL BE INSTALLED AT ME Fx° N EACH LINE AT ALL CAGES IN LANE SIZE UP AUMNEM, AT ALL MINFIN s (EXCLUDINGARRIVE LALfPI uN EXREDUCED NO 1AEATEp nux AVER ULEAAIS MAUL NOT BE CONNECTED BU ECTLY ERN uulxdW uxEM MPRDVEW er gc REWs MILL DIPWI WWSNML WASEWAIFA WN MNNWES M A CASE-SY-CASE 4L. H. CROWD SERS EACH BE INsipLLPC IN FgpNE (UNDER OUBMAY/ TS PPWAfNiMMMARY WWCP)IE°U PGXTSf"N �WAV,NpLLACEE551®.EflOAGWPY PAYMENT E EWPNEXi, 1, PERIM MADE VAR. BE INSTALLED A AMMUCH! I IS FORT MY EXCEXISTING OR PROMISED STRUCTUREPACS (WALL£ MFES 1RPNSMMFA EXCAVATORA. FBI ppCAWMDWIM1X gBPENST HOURSµp°"NMECpolo REDO BE INGUEN MRFOODS ARCM XALNRp. SMUTS. NEWPVS. ING THE O � X SC BE N A MNN 11YpCNNv cY /W PUMIc xpqu5 B. NCH DISPUTE Mp1EM V8p ELR PIPE H. WG. ETWA P MAGNUM 6- MEWVXCC MENCE BEBE ME PI PIPE INVERT IC ME M E N AND HAD P E PIPE SHALL BE pANX PUN Spryp µp WP4EL. MY ACCWOAUCE MM PPE MMUFpCNx PROCEDURES gEWESMMENDANET UWs, ALL GgNry EPTHS µS iglCE MANS TEP INSTALLED MAT£ P DY BE IMEPIN OF INWEs. IXSipW11-G 1gN Cf PAN.NFA TY 5£L WAIT LL DDM .1 W aF l/1AUwv xIS AM cWirPMAC ui GH I PREP CMBMUCUN A ZME HA MM M R ALI LE 1 54NL E BUCN CWRMIOUAY IN ME SEXED DVFq PLL AWE£ 11-IXLX6 ROW (NAPE I. MERCK - MUMEN MOM SUP BE NEL N A MWIMJM PER SSNY FCR M5(PILgME IW CE ME PIPE, ND SXSMALLCOMPLY UNREST DNA MISSISSIPPI. LPExCH HO2W SHALL BE QtMEO UMFORNLY ip Mgig1 ME ADPE w INE PIPE. 0 XRLL - A.I GOOD OMR Gq{FILL, THEE CE' T OR E. NAR° PNP MI 'LER POO1A POCTO °FOTO CFNEM pP OMEN pEBPIL AP IL BE TE UD IN M 10 U IN B1gLL BE VSFU, BAGRLL SEAL BE PLACER IN E IPENg11N V UNIF11 ORM n Oqu Llrs OF IZWPACCEO- AL RLL MVSi BE UAGRAMEN BY HAND TAMPING ANNEVMOEH .I 2IUP PO (MAX)4MlUA `OEURGEDM E,O VEeACMINNO 1'Z INCA N) VF5 VP ISNW 4AME N X P'OPOWAYS MpK 9IW WEPSANp EgSWUM SO X ACCMOµCE MM MSP1D SPEMFICAMMS i-1 W Mp ASM p-Zl6i. EWAifAING - WxsrgYCnOX MALL °E AIXgAPVMW W q ALI NANENggIZrvRXincErisvnnaxs pmE RadN"pA"EiAIRS IT iCI'gxv'MR LL YEARS NRWDIIi8o91L AS SAINGiFD ev L`LMAL Nlo AM,Is1APl`LE af.unM. S SHEEHNC - MFEANC MU SHORXq MNL BE INsiAIEp PS NAY BE NEUSSAIR MR THE PROTECTED aF NE WARN. ALYWOOdWEwpcwr PHOPB1tt Np sNDCNHEs. AW NiNW4 i0 OMA P£WIpCENR WC µ0 WAGING MNL XE p INSIMLAN OE FORME MANS (SERER CR RASE ATAM MALL OE IN �GUCXNDANGE MM AM STNpMp 1 -60D ND ME'KZTAUBW pPE41FI4PLIMs FW WP BF UNES MME WATER USIXT U11SESMUSTICE OF NO UK UP PIK MEMBER A C-INCHNM YCO.. DE MAXIMETO 1U TAPE ADD NAMES SAYS TRI PC MARKS �nN��Y IN ME RUN OVER ALL PINES PER PETAL M-14, 11 INCHES AWME PIK I. MEND" - MOOCH YADM MALL BE NET TO A MINIMUM MR CURRENT ENTT EXPRT PWIRNMMP� PIPE. MATCH MGM PLY GRAVEL UNIFORMLY RD MATCH ME MORE OP ME PIPE. 2. BPgtFlLL -ONLY WN OVAUtt RECALL. EPEE OF S1WE5. H p PN NAIFAIPLS. BOOT£ BOIXs. BRwtM gMENT W USE. RM °ni°lu sinu nrLwc°m FUNIFORM uric OF CA3. MwSs. MPMAM - ALL FIST MUST HE CWPALE° BY HMO TAMPING FPR. OCCUR RHE PIK W N INE C[MER ME. GA. SHALL UE CWPA[MEN X. 11 INR. (IMXj URE UP 10 RNISWn WASE r0 ACHIEVE AIMW CWPPCOW OF 96 z OF MR:nMUM DESSrY M RGTWAIy'HERONS AND G50.E1.15, I.. AMMANU MM AM. SPEEHGngI' "ED AND ASM o- 4. NWARONC - COX55CBgSHALL Ul pE ACCOMPLISHED W A u Y WAIEPMENIWNGPE%CA"V°ABWSM DIME"EPMN DIENE ADM( ` qA C; FEWWpi5MPO51i WA6LLPMp.uiilFD er `L¢ERLTnrm SOAR ER MANAGEMENT dSn CREEPING - NECESSARY AKING FAR ME PROPEREPON NADUE WORK.LL HE As NAY PRESERVATION FOFAMUSCIAAi PSPEEMG NAND SPTPLME"MALLAND ME MPCBMEN OFA PWMWFNIS. WZ U � U �w W U w OW. W (n ogre+� AV6/IE{£OV C16 OF 16 Site Data: ZONING LAND USE PUD-c/RM-e CG SUE DATA (PROPOSED) SME AREA 1633,6620 SF =1450 Ac =100.01 CCBO,yryCCPEETfE 9g0�yEEWWALKy pMgE�A�-9,92 38 3FF = P38 Ac = 2)2�1g ASOPHARLT Fr°ADWAYAARE _Efla SF = TA Ac = 13]9mE TOTAL IMPERVIOUS AREA -29 669 SF = 6S7 Ac 46691 TOTAL OPEN MEA 941 75 SF . 783Ac : 54aa SITE DENSITY SHE AREA =1450 ACRES RM -e = e UNTS/AORE DENSRY ALLOWED = B UNTS/ACRE(M50 ACRES) =116 UNITS DEMETTf PROPOSED = Us UNITS Landscape Nates: t One tree for every 25 linear feet shall be planted along public Rights -Of -Way. 2. One tree for every 25 linear feet between residential and mullipia-tam0y area. 3. Clubhouse parking area shall be landscaped as outlined in Sec 545-14.10(3) and Sec 543-1411. 4. Existing trees to be preserved shall be protected as outlined in Sec. 543-14.6. S All areas not designated as building pavement and/or lake shall be sodded with St Augustine Sod 6. All landscape areas other than add will be provided a mulch cover of at least three (3) Inches. Cypress Mich shall not be used 7. All Category 1 exotic plant species will be eradicated from the site. S. Tree Requirement for Open Space 341.075 / 2000 = 171 tees required PLANT LIST SYM QTY BOTANWAL NAME COMMON NAX[E SPECIFICATIONS TREES PE I) P'omdsoa ip I<NTal 0Pk 2SWI EP.HO l manta ma-9PmlN6.b— Q56 Qm a GugarTrs 1* 51'33m[aF A 59 FYal wlmem 004 MM FwTi ltlnl5 [T TR Nmnwa[w SHRUBS v nmmolonar Co59m Poe Pe40moJv sc 6xixs SPR eIwLLAla¢RA'GC Wadn6Mmwn lG ll•Mr1A' 0.F18fiM TYPICAL UNIT PLANT LIST SYM QTY BOTANICAL NAME COMMON NAME SPECIFICATIONS TREES 3 LgmlmwiaiMio' N.., Wnne CnpcnlYNa FG12'nTM51c0. R Ov 1 Q.e.m.iom— L1.=0Y F6.IYxF.O'0P0, 15Y,F PALM TREES M.(Bly Ga sulTR malwleem semi Pwm s: r�.a.lrvcAL, sr. x.mmm SOMERS a s� mmrP Y.RTrrmca.oluam sc >,^rcsale-rRF Ip°GE — 3 non]NulYslleu &M �Im Yma 1fi 10°GIT 31 rPnm.Pm wm la.wma sa.+xu rsrs Fre smac �N p Fw mr�G GROUND COVER 69 Ewlwpu plonicarvv .—Iv IGS-Ma1M5PRi 6°OC u Yavarw am So. •9 GmI. IG 10°GA, F. YOC TRF 11 Tnpuaum MnNno bNocvm.pmxllhvn W10 W,F, 169E P.wioar /9225 wm:� PIA2ITIE® (GGCUPE D) /fps gmetCD /V / '(,�Pasdd'Canmvtr.R'wl(l'YR)— A T Cpl a° a'bsr T?hcI IN WRaFMN RGHLOMSIlJR➢11C 14 PIAT WOK 8, PAGE 43 x TH LINE GF l�umm) �Rap�ryRI51W� NORTH LINE OF THE IWRTHEL,T DUWTER aFSEGT 1e-31-38 y_ _ _ — _ NB93954aE 350.00 RUeE T 'AN'Oe'36'E 1 1 1 L\ NGT INCLUDED00 ~ EXISTING LAKE - AVERAGE WATER 4x90' i 6UIlp NO I i Typical Unit Landscape Detail \INC',A 1 e oin e a essers ap City Ot Sebastian Landscape Plan Sheet 1 of 2 Dawn by. BN z atso7 Rwletre m wmTam Lent spm em07 SCALE: N.T.S. Chocked M OR a asm ee.wore m caGslmn Loner msm soar Landscape Requirements: pale: 0622106 N0. Date Desorption of Revision (Sec 543-14.12) Plant Legend A Trees adjacent to the right-of-way. 935 linear feet/25 = 37 1; 2) Trees along perimeter not adjacent to the right-of-way. G PE 0 CHR 2305 linear feet/ 25 = 92 C!) rum 3.) Trees for off street parking areas: 23 spaces/5 = 5 Qy O R,v 4) Tress for open space: 341,075 sir a / 2000 = 171 Total number of trees required: 305 minus 17 tree credits = 288 CO ®E"P Total number of trees provided: 292 (113 Pines + 156 Oaks + 59 Geigers) Q LT HE EVG P EE] W VRY ®LRF NEE Etinwg Trees be Removed T?hcI IN WRaFMN RGHLOMSIlJR➢11C 14 PIAT WOK 8, PAGE 43 x TH LINE GF l�umm) �Rap�ryRI51W� NORTH LINE OF THE IWRTHEL,T DUWTER aFSEGT 1e-31-38 y_ _ _ — _ NB93954aE 350.00 RUeE T 'AN'Oe'36'E 1 1 1 L\ NGT INCLUDED00 ~ EXISTING LAKE - AVERAGE WATER 4x90' i 6UIlp NO I i AN 0 90 60 60 \INC',A .� Lucido & As�ociat�s, Pa. v� `� Land Plenning/Iand� pe Arcbl'ta:tw-e v �y u`. "LC—Ope0335 v 100 Asenue d. SWte FA. FL Pluee. Pl. M.E. 1. 16]-1901. F IPE -4e>-1909 e oin e a essers ap City Ot Sebastian Landscape Plan Sheet 1 of 2 Dawn by. BN z atso7 Rwletre m wmTam Lent spm em07 Chocked M OR a asm ee.wore m caGslmn Loner msm soar CADD Nm 666-07 , lzsaa Redekxa m Carmmd Lens ease ttws pale: 0622106 N0. Date Desorption of Revision ®®©I a�ROINoI�� 21. R PROPC5ED RELOCLATED RETENTION AREA /- Los AC. /va a 1 } i \ l i 'No l \ k w'q Ave_ sl , iy 6t/ I^I X11 \ 11 { So, =/j a . /d2 Iv.nn.wP=s.e'u tTrpO I I � 1 / � � \ \ Prtpme43'[orcrtuWolk(Typ.) ��q t T3> Io o /8 41 Q�%, O I F A'd1 ED I —� i a MGI' ➢NCLll1%DLi® i it I ° 9P b t aYare, \\\\� Na242ks W pB sqB Scala: T=67 -W 1 dsidm 1ReneWu 10 G& I Lenm setae o4rom ems„ ;.'mm, AN 0 90 60 60 Revelment Team ��� �nnw ..,u `" la a...Aa. an .� Lucido & As�ociat�s, Pa. v� `� Land Plenning/Iand� pe Arcbl'ta:tw-e v �y u`. "LC—Ope0335 v 100 Asenue d. SWte FA. FL Pluee. Pl. M.E. 1. 16]-1901. F IPE -4e>-1909 e oin e a essers ap City Ot Sebastian Landscape Plan Sheet 1 of 2 Dawn by. BN z atso7 Rwletre m wmTam Lent spm em07 Chocked M OR a asm ee.wore m caGslmn Loner msm soar CADD Nm 666-07 , lzsaa Redekxa m Carmmd Lens ease ttws pale: 0622106 N0. Date Desorption of Revision Site Data: Description (Credit) ZONING LAND USE ® PUM/RMA cG 9 SITE DATA (PROPOSED) Pecan to be Removed SITE MFA 631820 SF =1450 Ac =10009E BUILDING AR 137 72 SF = a16 0 ca c = near GID Cp DFIVEWAyy w�171 9 SF = ase/Ac gqgqEA 735 SF F iyea`ap = vm ASP ROADWAY AREA_9 123 a 13g]b TOTAL IMPERVOLIS AREA_29 69 SF = 657 Ac = 4689E TOTAL OPEN AREA 341 5 SF = MM = 54.096 SITE DENSrY Palm to be Removed SHE AREA =1450 ACRES RM -9 = 8 UNDS/ACRE DENSITY ALLOWED = 6 UNITS/ACRE(1450 ACRES) =116 UNITS DENSITY PROPOSED = Us UNITS Mitigation Data: Leoend KeyDescription Description (Credit) City. ® Pecan to be Preserved 9 4 Pecan to be Removed 1 Q Oak to be Preserved 0 '- Tree Credit Oak to be Removed 5 Pine to be Preserved 12 D 30 60 Pine to be Removed 98 Palm to be Preserved 29 Palm to be Removed 80 Preserved Trees: Number of trees Description (Credit) Tree credit 1 Over 4' - 10' (2) 0 4 Over 10' - 20' (3) 12 1 Over 20' (5) 5 '- Tree Credit 17 Mkication Notes t Tree Mllaalbn la l01 Ne removal a eWg xN1u1Ne very geek ban u ImHd re 4' DBH 2 Palm tree ml#p& Is fa W mmmm!Ammpb tN of "Won retie. palm¢ 3 F W' ft. fo x pteyavetl yM1ap W golMetl as dImRj b Sec 543 -HS 4. fe4 Tmee mrp l nV. geeu"137 a.1MUT Date I Description of Revkion @1Q�¶pp���(��meup� 1[]IIf 77RACr A y Su%MLL N MG UN 14 RAT K 8, PAGE 43 NDRTH LINE EE r�maer s NDl.vlsainT NORTH LINE DE THE NiXE HEAST WARTER OF SECTOR a -31-3B Naq'39'S4°E_ %0.00' _ PNM1SE 1 ___—_—_— Q.' M'6 CAS � �'x.`are rnalw '- __ � mn 101% � {40'01"E \ I § 72. (3 PG. 76 . % \ . to P `^'+ / 0 56.02' _ / 39.42' \ a (�. P®) 'Y� / "' ooze _ — fc_ ]�.NOTIM \ `2 � ( '�, �T �:---. a �':�''" \ MID � IY -_ - '0 '.�/' EXISTING LAKE - AVERAGE WATER A / ry�� \ IS• B 1 \_�' � \ �, V 1' i ` �' ELEV.=1T.6 ea,a1 _O>,z / / • ©I 9y1lLDlIJc 1 \ / / .e. RECREATION TRAL� PIMM () /�\�' I_ /;r { ",/ "'9re. PROPOSED 4'WI / '9 im1rWE WL �f P. PROPOSED RFLQl O a Ti 4 - RETENTION ARYIIi 1� O6 6 7 P tr (v`+'..rniv sDr• / h era c wa@ti're) Par.1l A ) /pVl I I S I /or LL MA= \x T � e / & / q m �NOT➢NIII,RI%D184D \ O/ - �.� US ar e�Rl� 4orNc l 1P9A'1CIl'EID / ~' G Mmm rarer g� IPI A7CIl'M -_.._� �� °.'. �"" � i 1Na2"az MCA" � a.�\c`. m. 25 A' I26.Sq' 1�mi a14 . ° DmeMTeam n w mw /X, Luddo &Associates, PA. The Pointe at Chesser's Gap Sheet an Ld Banning/LandscapeBanning/Landscape Architecture �/ Liz. JLC -0000335 City of Sebastian 2 of D 30 60 r"s„ y� IDD aver¢= A. I. P6, IL ,m-1 s. 91.m 2>2-a9116e1. 77s-1v1.IL. Mitigation Plan p - - --. _ _ ---7f&2A. L •!�' - -SER&UM MKflLW,, U1`1Tr-lA- 41AX-LIPFA0114 1•'s`u O - / HpPM LWF Gf nI .1�DNTHEPSi NN4tlEP pE SF.CPON 9-31-00 Np195'lF'[ /' r 1\ \rlu�n, ExuE ^— f.$e / �_ •a,• ,a,.o `" ,... unnPon Pulm LAKE HZ CYllEwr I G'nAY"PB FG 76_ / (Q;CQJY°IIEIDI e j _ R���«•,,.* \ Y'II.ftirY7GYA ® I s -i __ \ EXISTING LANE - AVERAGE WATER .:. � >Jn � • ?0. � �\sn \\ \ .A: � rLor�io r;i I I � .:<u I ax. .\, 9F• JI ..x ph (DI RyrlLOlrc I I I I ;TIN WETUAND5_ i0� FI EDEll ,n >/PrwTYram (occu. rllm) `S✓ pz-N/ , ; , a PROPOSED RELOCATED • , ,i WET DETENneN AREA -, 1 55 AC WEII nNPAd' LAIGE H1 .,_. _ O c' # 'i rz{ NOT IINCLUDW) \ DLI P.—A 'A b. `� \ 011,F,asu f".ax, ,' Fr ! - z /� I ( _ LAKE #2 '.+�•, C7!l IT �T ! rdUr ILdCIl,Y1DEU I I a rt„N LEGEND \amu\ ` y n'N• �' ECIrN� �/ I I (I PLATTED _ \ --`> •i 4"i:ag„>%�,.�.,,,,, -w.i F I - -. __ . IT - EXIST, WETLANDS TO BE RULED (,�` EXIST. PONp TO BE RULED/ �_.v �- 12 3� - lll• „a aHEa oP E%IST. Parvo r0 BE NoolrlEo P O.0 TO NEW POND NPOGRAPHT a5 DESIGNER N'H..F�If ICfEICfl -. - I GRAPHIC SCALE E Imh. EO R :'•x WETLAND MITIGATION PLAN FKN LAKE p3 WETLAND NOTES EXISTING WETLANDS WILL BE FILLED PURSUANT TO THE APPROVAL FROM SJRWMD UNDER PERMIT NO.40-061-18771-3. THERE WERE TWO LOW- QUALITTY WETLANDS, WETLAND #1 AND WETLAND #2, WITH A TOTAL AREA OF 9,872 SF THAT WILL BE FILLED. A PORTION OF WETLAND R2 LOCATED ON THE ADJACENT, VACANT PARCEL WILL BE FILLED BY THAT PARCELS LAND OWNER, PLEASE REFER TO THE ENVIRONMENTA ASSESSMENT REPORT BY ECF FOR FURTHER DETAILS. PLEASE NOTE THAT THIS PLAN REPRESENTS INFORMATION FOR WETLAND MITIGATION ONLY. ALL ON-SITE AND OFFSITE IMPROVEMENTS ARE NOT SHOWN ON THIS PLAN. PLEASE REFER TO ACTUAL CONSTRUCTION DRAWINGS FOR ALL OTHER OTHERIMPROVEMENTS OB NOTO RE dGCING 1-800-q32-A�70 VANZIM ?WOR zwo? U'6 Z 0 N wami ED W o J Z� ;S ZZZ-1 Z J I w8` JO >wo mt€ aN. Oz� 4 G EX 1 f/ ROLE, A— A, I I I I EXISTING LAKE - AVERAGE WATER ELEV-17.6 LEGAL DESCRIPTION: (POND CONVEYANCE) r RAFP. TM.x.. ���o 1F IMAl MIUMAII . ax'A"w, Ndx,r 11 1—C RECORDS Of ERICTILl IRMI OF .1 82 OR FEET. 10 A COLE OF AAMCAT, "' OF <an.ENTE mxenvr to ME xoxxiuMll"Ll FELT f x.,owa w— LE ART W� i r F ARE IC E 4 TAR ECTRYLIAREFE'l, FOR. RM AER OF COICE 1. TOOLLEAR, RARE. FAVOR 4 AR"' " FC'u FOET AIM A DELTA ARCO W ARM . MET rtn. AORMOREM, FARE. A RAEFICT OF 1C. FREE ANO Ll A -IM', 'F.P.N= 1,�odXNrART .or. .:NART mEC,�COLLCA,ms, NE.,a"NG 49LEM..,EAE4� AT nx .,o xRx�— MOEx THE 1.28 ACRE AREA SHALL BE CONVEYED TO THE CHESSER'S GAP SUBDIVISION PROPERTY OWNER'S ASSOCIATION, INC. THIS SYSTEM WILL BE PART OF THE OVERALL CHESSER'S GAP MASTER STORMWATER SYSTEM AS PERMITTED UNDER ORIGINAL SJRWMD PERMIT NO. 4-061-18771-1 AND AS MODIFIED UNDER PERMIT NO. 4-061-18771-4. LEGEND: 1.28 ACRE CONVEYANCE AREA - NGGR$ BEEGRE DIGGING GLLt lat f/K£ 1-800-432-4770 ❑ B Ad n. FEE WW' 0 AAggVJvoN a F£ / UA E a Z ') ww Z I- o � zWo E N w zo 0" N zJ^al O ` 0''. twig= z3 9 z0�lm w0> -s Ni I� W — �Ww QZ� Qa Oil dor z wa aw UU Qz c} N w r > Z 0 U EX 2 GE 3 TYPICAL ROADWAY SECTION A -A "IsTww w ElI3ip4 OP[N Y Silt& OPEN IDME V x.Tcx Ex saws n!�.....�."��•y `";Nq �Z�'�4�"Y£�3���vrn.. ,. ...—...... TYPICAL EXISTING ROADWAY SECTION WALE ran NOTES: L) ALL ROADWAY CONSTRUCTION TO BE IN ACCORDANCE WITH FOOT STANDARDS 2.) CONSTRUCTOR BECOMES ROADWAY IMPROVEMENTS AGREEMENT WITH CITY OF SEBASTIAN SPEED LIMIT 35 'OES�W sP O ]s HPu w/ .11—INT1 a 4 GRAPHIC SCALE 30 O 15 30 60 120 (IN FEET) 1 INCH - 30 FT. Ch1_ ' I ESL5 W Ai EVERY T0� \ uIT a m ucnau (R511NC E P. � I J:e OFFSITE IMPROVEMENT PLAN SCALE 1" = 30'- mGE vETFeiAa6 H wE i.leNT PRACT T wAWPIG 111 «AAT x� 6 bo' —lAll 11 O O O xENA"P — � 1„1 u PAVEMENT SAW -CUT AND BUR JOINT :a — --A'w TRUNCATED DOME (ALTEMNATE) O O O O PLAN VIEWAA an.xEA w,E= 46 HOGLL BEFORE GIGGING tune n E Ara. x 0[�a�.ei[ — 0 W) mn. [xrtw ni[ LL ICLL ERF£ a mE nun nxo IN mE WCcnm Cx Txnm a. Wua (cio xul EAA TME a.w w aFla vmm l-BOO—¢BZ-¢TIO CONCRETE SIDEWALK DEiAJL CURB RAMP DE[ECTABLE WARNING DETAIN. Z a ffw Ld -- —z E z 1 �6 — -- - Z_Wo _ N ! W oz WFB:w< Z z g Wo>w�S -" O 0 � I 11 _ '7 VG ,v8 it wI- L r Z Fow LL2 LL w` O N/ LL a i W z z (� Uw a� W �z U �I al EX 3