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Home My Public Portal About2004 - Sunset Lake Road and Stormwater Improvements Project 32076 - drawings - XRef Ord 13758City~ of,." uu COMMUNITY DEVELOPMENT ~~~~~ Sunset Lake Road and Stormwater Improvements From Boss Terrace Dr. to Southridge Dr. Project Number 32076 INDEX OF SHEETS NO. TITLE COVER/INDEX SHEET 2 GENERAL NOTE INFORMATION 3 TYPICAL SECTIONS, RETAINING WALL AND SANITARY SEWER PROFILES 4-6 SITE PLAN AND PROFILES 6 TRAFFIC CONTROL 7 STORMWATER PROFILES 8-16 CROSS SECTIONS AND DRIVEWAY PROFILES 17 DRIVE APPROACH AND CURB DETAILS 18 CONCRETE END SECTION 19 TYPE "A" INLET 20 TYPE "c" INLET 21 STANDARD MANHOLE DETAILS 22 MISC. MANHOLE AND LAMPHOLE DETAILS 23 MISC. SANITARY SEWER DETAILS 24 DITCH LINER AND MISC. STORMWATER DETAILS 25 SIDEWALK/HANDICAP RAMP DETAILS --------- BEGIN PROJECT CEDAR Rl GE RD. END PROJECT GENERAL NOTES A. VERI~CA110NS OF THE LOCA110NS OF THE UNDERGROUND U11U11ES. SHO~ OR NOT SHOWN SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR. ANY DAMAGE TC EXIS11NG DR PROPOSED FACIU11ES. SlRUCTURES OR U11UTIES SHALL BE REPAIRED OR REPLACED AT THE CONlRACTORS EXPENSE. NOTIFY MISSOURI ONE CAlL FOR LOCATION OF THE UTIUTIES AT LEAST 5 DAYS PRIOR TO CONS1RUC110N. 8. THE CONTRACTOR SHAlL ~~~EDIATELY REPAIR AlL O~AGE ro PROPERTY OUTSIDE UMITS OF CONSlRUCllON AT THE CONlRACTOR'S EXPENSE. C. REPORT ANY DISCREPANCIES FOUND WITH REGARD TO EXIS11NG COND1110NS OR PROPOSED DESIGN I~MEDIA TEL Y TO THE ENGINEER. D. DO NOT WILLFULLY PROCEED WITH CONSTRUC110N AS DESGNED WHERE DISCREPANCIES EXIST. THE CONlRACTOR SHALL BE RESPONSIBLE FOR ALL REI'SIONS ro THE WORK WHEN No N011CE WAs GII'EN ro THE ENGINEER. E. THE CON "TRACTOR SHALL COORDINA 1E OTHER SITE RELATED OPERA 110NS PER FOR~ ED BY OTHER CONTRACTCRS .OR U11UTY COMPANIES TO ACCOMPUSH THE WORK. F. CONTRACTOR SHAlL PROTECT AlL EXIS11NG FACIU11ES TC R~AIN INCLUDING ON-SITE PRIVATE AND PUBUC PROPERTY. SITE PLAN LEGEND 0 pp ----POWER POLE o TP ----TELEPHONE POLE OTELPED. ----TELEPHONE PEDESTAL -ANCHOR lXI @) ® LP OMH OLH O.S. DROP @ 0 VALVE (GAS OR WATER) GAS METrn WA 1ER METrn LAMP POST MANHOLE LAM PH OLE OUTSIDE DROP SAN. S>;WER ~H sTM. WTR. MH G. AlL WORK SHAlL BE IN COMPUANCE WITH ALL LOCAL, STATE AND FEDERAL CODES. AND ORDINANCES CONTRACTOR SHALL OBTAIN AlL PERMITS FROM APPUCABLE AUTHOR111ES. AND THE CITY OF JErnERSON, coMMUNITY D>:VaOPMENT DEPARTMENT. {lFH FIRE HYDRANT GP GAS PIPE eiP IRON PIN H. LEAVE AREAS OF D~OU110N IN A NEAT AND SAIT COND1110N AT THE END OF EACH WORK DAY. CONlRACTOR SHALL BARRICADE AREAS OF DEMOUTION AS NECESSARY TO PROTECT THE GENERAL PUBUC. MAINTAIN SAIT PUBUC ACCESS TO BUILDING ENTRANCES AND EXIS11NG SIDEWALKS. I, LEGALLY DISPOSE OF AlL D~OU110N ITEMS 0~ SITE UNLESS NOTED TO RETURN ITEMS TO THE CITY OR OWNER. J. SEE SITE PLAN LAYOUTS FOR PLAN AND DETAILS FOR LOCA110NS AND DIMENSIONS FOR AREAS OF IMPROVEMENTS R>:LA TED TO O~OU110N ACTIVITIES. K. AlL REMOVALS ADJACENT TO EXIS11NG PAVEMENT TO R~AIN SHAlL BE ISOLATED BY SAWCUTS. SAWCUTS SHAlL BE A MINIMUM OF THE PAVEMENT THICKNESS. L. AlL U11U11ES NOT MARKED FOR R~OVAL SHAlL R~AIN IN PLACE. M. AlL REINFORCING STEEL SHAlL HAVE THREE (3) INCH COVER UNLESS NOTED OTHERWISE. N AlL REINFORCING STEEL SHALL TO BE A.S. T.M. A615, GRADE 60 ' UNLESS NOTED OTHER\\lSE. 0 AlL REINFORCING REBAR ro BE DETAILED AND PLACED IN • ACCORDANCE WITH THE A.C.I. "MANUAL OF STANDARD PRAC11CE FOR 1-DETAlUNG RElNFORCED CONCRETE STRUCTURES" SPECIFICAllONS. ~ CONTINUOUS REBAR TO BE LAPPED ACCORDINGLY. ~ p. UNLESS OTHERWISE SPECIRED, AlL CONSTRUC110N SHAlL BE IN ACCORDANCE 'M.TH THE TECHNICAL SPECIFICA 110NS OF THE CITY OF JErnERSON, coMMUNITY D>:VaoPMENT DEPARTMENT. SITE PLAN NOTES (!;: ALL FilL SHAlL BE MA l'ERIAL lHAT CONSISTS Of TOPSOIL TOPSOIL ~ SHAlL BE OBTAINED FROM APPROVED SOURCES. IT SHAlL BE A "' FIER11UE, FRIABLE AND LOAMY SOIL OF UNIFORM auAUTY, 1\lTHDUT -ADMIXTURE OF SUBSOIL MATERIAL, AND SHAlL BE FREE FROM ';:;-MATERIAL SUCH AS HARD CLODS, S11~ CLAY, HARDPAN, PAR11AlLY DISJNTEGRA TED STONE, PEBBLES LARGER THAN ONE INCH IN ~ DIAMETER AND ANY OTHER SIMILAR 1MPUR111ES. TOPSOIL SHAlL BE ~ R>:LA 11VEL Y FREE FROM GRAsS, ROOTs, WEEDS AND OTHER ~ OBJEC110NABLE PLANT MATERIAL OR VEGETA11VE DEBRIS o UNDESIRABLE OR HARMFUL TO PLANT UIT OR WHICH 1\llL PREVENT :z 11-iE FORMATION Of A SUITABLE SEEDBED. ~ 11-IE SURFACE ON WHICH THE TOPSOIL IS TO BE PLACED SHAlL BE f;j_• FREE OF AlL LOOSE ROCK AND FOREIGN ~A TERIAL GREATER IN ANY , DIMENSION THAN ONE -HALF THE DEPTH OF THE TOPSOIL TC BE co ADDED. IT SHALL BE RAKED OR OTHERWISE LOOSENED JUST PRIOR { TO BEING COVERED WITH TOPSOIL ~ ~ AlL FUlL DEPTH GRANUlAR BACKFilL ~ TRENCH AREAS SHAlL BE CONSIDERED .3 INCIDENTAL TO lHE PROJECT. :ll ALL SIDE\YALKS SHAlL BE 5• 1HICK ~ THROUGH DRIVEWAYS/ENTRANCES. !e ROADWAY CUT AND FILL ESTIMATED TOTALS: ~ SLOPE UMIT =MB MAIUBOX (UP) ----LEAVE IN PLACE (UIP) ----USE IN PLACE (TBR) -----TO BE REMOVED (R) ----REMOVE -BS ----BUILDING SEWER ------£------CENTER UNE --E----->:LECTRJC UNE ---G-----GAS UNE --W-----'/lATER UNE --T-----TELEPHONE UNE ~-----CABLE TELEI'SION ----BS-------SANITARY SEWER ----S -------STORM SEWER ----PL-------PROPERTY UNE --R/W--___ RIGHT-OF-WAY UNE -----x-------F>:NCE (WOOD) -----o-------F>:NCE (CHAIN uNK) -.L--1'--.:L----GUARDRAIL A ----SPRINKLER HEAD _,_ -----ROAD SIGN 0-----BUSH llft----DECIDUOUS TREE ·----CEDAR TREE €_)----EVERGREEN TREE [;;: (AlL NUMBERS ARE IN CUBIC YAROS, 1\lTH 0% COMPAC110N FACTOR, AND /0_R~ 0% SWEll. FACTOR) ~ ROADWAY f!l I CUT g: SUNS>:T LAKE RD. 949 753 ~ Project: 32076 Sunset Lake Road Centerline Horizontal Alignment Station and Curve Report. Desc. Station BEGIN PROJECT PI 10+00 PI PC cc PT PI PC cc PT PI PC cc PT PI PC cc PT PI 10+80.30 Length: Delta: 10+00 10+45.18 Length: 10+45.18 11+15.10 Delta: Radius: Length: Mld-Ord: Chord: Es: 11+74.28 Length: Delta: 11+15.10 12+32.91 Delta: Radius: Length: Mld-Ord: Chord: Es: 13+26.95 Length: Delta: 12+32.91 14+16.90 Delta: Radius: Length: Mld-Ord: Chord: Es: 21+82.19 Length: Delta: 14+16.90 21+37.45 Length: 21+37.46 22+25.78 Delta: Radius: Length: Mld-Ord: Chord: Es: 22+52.02 Length: Del to: 22+25.78 22+52.02 Spiral/Curve Dote 35.12 Course: 13-21-09 Tangent Dote 46.18 Course: Circular Curve Octo 13-21-09 Twe: 300.02 DOC~ 69.92 Tangent 2.03 External: 69.76 Course: 2.05 59.18 Course: 13-32-15 Circular Curve Dote 13-32-15 T)Pe: 498.60 DOC: 117.81 Tangent 3AB External: 117.53 Course: 3.60 asa34 Course: 21-05-01 Circular Curve Data 21-05-01 T}Pe: 600.00 DOC: 183.99 Tangent: 8.44 Extemol: 18295 Course: 8,68 70.98 Course: 22-29-42 Tangent Data 720.65 Course: Circular Curve Data 22-29-42 T)Pe! 225.00 DOC: 88.34 Tangent: 4.32 Extemo!: 87.77 Course: 4.41 20.00 Course: 0-00-00 Tangent Dote Northing 10930.14 10854.77 S 33-32-67 E 10930.14 10887.73 S 20-11-48 E 10887.73 10991.31 10825.51 LEFT 19-06-60 35.12 2.06 S 26-52-23 E 10776.19 S 20-00-40 E 10826.61 10549.96 10720.58 RIGHT 11-29-29 59.18 3.50 S 26-46-47 E 10633.15 S 41-05-40 E 10720.58 10891.68 10563.03 LEFT 11-27-33 93.05 8.58 S 30-33-10 E 9986.28 S 63-35-23 E 10563.03 10020.00 S 41-05-40 E 10020.00 10167.89 9966.38 LEFT 25-27-53 44.75 4.41 S 52-20-31 E 9954.71 S 63-35-23 E 9966.36 9954.71 Length: 26.24 Course: S 63-35-23 E END OF PROJECT 22+52.02 Tangent Data 9964.71 Eostlng 9315.35 9343.07 9316.36 9330.94 9330.94 9612.62 9362.48 9395.18 9362.46 8946.93 9415.43 9447.27 9415.43 9886.26 9508.43 10011.46 9508.43 9982.05 9982.05 10161.62 10051.54 10075.04 10061.54 10075.04 10075.04 LIST OF UTILITIES ~ISSOURI A~ERICAN WATER co. 906 WEST HIGH STREET JErnERSDN CITY, ~ISSDURI PHONEo (673) 636-6111 ~R. KEI'N EI'EUER A~EREN UE 2716 INDUSTRIAL DRIVE JErnERSON CITY, MISSOURI PHONEo (673) 636-0171 ~R. DAVE HAGAN SPRINT 3546 NORTH TEN ~ILE DRIVE JEFFERSON CITY, MISSOURI PHONEo (573) 634-1686 MR. DAN BERNSKOETTER MEDIACOM 1922 SOUTHRIDGE DR. JErnERSON CITY, MISSOURI PHONE: (573) 635-0246 ~R. HEATH UTTUE STORMWATER DATA INFORMATION (DESIGN BASED ON 10 YEAR) CD INSTAlL CAST IN PLACE, END SEC110N. SEE DETAILS SHEET. @ STA. 12+45.23, RT., OFFSET ~ 44.21 FT. CONSTRUCT 4 FT. DJA. SLAB TOP MANHOlE. INSTAlL 50 LF. OF 24" HOPE, FLOW OUT DIREC110N. INSTAlL 22.46 LF. OF 21" DIA. HOPE, FLOW IN DIREC110N. a ~ 20.74 CFS (PIPE) @ STA. 12+45.11, RT., OFFSET ~ 17.76 FT. CONSTRUCT 4 FT. DIA. SLAB TOP MANHOUE. INSTAlL 183.90 LF. OF 21" DIA. CLASS Ill RCP. a ~ 16.24 CFS (PIP>;) @ STA. 14+30.39 LT., O~SET ~ 14.0 FT. CONSTRUCT 4'x4' TYPE "c" INLET. INSTAlL 180.63 LF. OF 21" OIA. ClASS Ill RCP. CA ~ 1.02 ACRES a ~ 14.72 CFS (PIPE) CITY OF JErnERSON -Sf:WER OII'SION @ STA. 16+14,9~ ~T., 0~"; ~ 16.50 FT. 320 E. MCCARTY ST CONSTRUCT 4 x3 TYPE A INLET. JErnERSON CITY MISSOURI INSTAlL 190.40 LF. OF 21" OIA. CLASS Ill RCP. ' CA ~ 1.19 ACRES PHONE 634-5410 a -12.16 CFS (PIPE) MR. ~M ASHER -@ STA. 18+09.30 LT., O~SET ~ 16.50 FT. CONSTRUCT 4'x3' TYPE "A" INLET. INSTAlL 186.70 LF. OF 16" DIA. CLASS Ill RCP. CA ~ 1.17 ACRES a ~ 9.14 CFS (PIPE) CZ) STA. 20+00.04 LT., omET ~ 16.60 FT. CONSTRUCT 4'x3' TYPE • A • INLET. CA ~ 1.61 ACRES a~ 5.92 CFS @ STA. 11+11.49 RT., om>:r ~ 16,50 FT. CONSTRUCT 4'x3' TYPE • A • INLET. INSTAlL 126.78 LF. OF 16" DIA. HOPE, FLOW OUT DIREC110N. CA ~ 0.65 ACRES a ~ 6.65 CFS (PIPE) @ STA. 11+11.36 LT., OmET ~ 16,60 FT. CONSTRUCT 4'x3' TYPE "A" INLET. INSTAlL 30.0 LF. OF 15" OIA. CLASS Ill RCP, FLOW OUT DIREC110N. CA ~ 0.83 ACRES a ~ 2.66 CFS (PIPE) @J STA. 12+44.96, LT., omET ~ 22.42 FT. R~OVE EXIS11NG GRATED INLET. CONTRACTCR SHAlL CONNECT EXIS11NG 10" DIP TO 16" OIA. RCP 1\lTH 12" CMP 1\lTH CONCRETE COlLARS.. INSTAlL 37.25 LF. OF 16" DIA. CLASS Ill RCP. FLOW OUT DIREC110N. a ~ 1.20 CFS (PIPE) SANITARY SEWER DATA INFORMAllON 0 STA. 10+56.70 RT., OFFSET = 51.92 FT. CONSTRUCT STANDARD 4 FT. DIA. SANITARY SEWER MANHOUE. INSTAlL 66.36 LF. OF a• PVC SANITARY SEWER PIPE. INSTAlL EXIS11NG CDNNEC110NS AS NECESSRARY. ~ STA. 10+63.73 LT., OFFSET = 3.94 FT. CONSTRUCT STANDARD 4 FT. DIA. SANITARY SEWER MANHOUE. INSTALL EXIS11NG CONNEC110NS AS NECESSRARY. AlL CONNEC110NS TO EXIS11NG PIPES SHAlL BE CONDISERED INCIDENTAL TO 1NSTAlLA110N OF SANITARY SEWER MANHOLES. UJZ -c "' 1-o "" ~ o_ c Zl-OJ OJ -"' E _,<t: "' ~~ ...J OJ > ~ 0 UJO OJ ~ Zu.. "' c. c UJZ "'E lJ-V'l- s'-o" 2'-s" LANDSCAPE FlLL LANDSCAPE 6" (MIN.) COMPACTED SUBGRADE TO 96% STD. MAX. DENSITY No~ MAxiMuM OF 4" coMPACTED A.C. BASE PER UFT. 5'-0" 2'-6" 6" (MIN.) coMPACTED SUBGRAOE TO 96% OF STD. MAX. DENSITY No~ MAxiMuM OF 4" coMPACTED A.C. BASE PER UFT. 28'-0" 14'-o· 11'-6" TYPE A CURB & GUTTER (TYP.) 1 1/2" A.C. SURFACE, GRADE BP-1 6 1 /2" A. C. BASE ROLLED STONE BASE 14'-0" 11'-6" CENTERUNE EUEVATION 0.23' LOWER THAN CENTERUNE EUEVATION ~ TYPICAL ASPHALT SECTION TYPE A TYPICAL ROADWAY SECTION FOR SUNSET LAKE RD. 2s'-o· 13'-o" 13'-o" 10'-s· 10'-s· CURB & GUTTER (TYP.) 1 1/2" A.C. SURFACE, GRADE BP-1 6 1 /2" A. C. BASE ROLLED STONE BASE TYPICAL ASPHALT SECTION TYPICAL ROADWAY SECTION FOR LILLIAN DR. 0.33' LOWER THAN CENTERUNE EUEVATION 0.17' HIGHER THAN CENTERUNE ELEVATION 0.31' LOWER THAN CENTERUNE EUEVATION 0.19' HIGHER THAN CENTERUNE EUEVATION 760 755 750 750 I = 7-46.00 10' L SCALES 735 EXIST, FL. 730 SANITARY SEWER REPLACEMENT 10'-o· GREENWAY TRAIL 6" THICK CONCRffi - 2.0% TOWARDS LAKE :~t ROU£0 STONE BASE - TYPICAL GREENWAY TRAIL 17 1/2" 0.23' LOYtm 11-IAN 4 1/2" 0,062' HIGHER lHAN CENTERUNE ROAD ElEV ~:~-·;,;,•. ~lERUNE ROAD aEV 6 1 /2" ;'!;~·:.v;~:&0r~~1l;tt~:1 =1· I I RAD. ~ 18" I ~- L~ CONCRETE ROLL CURB AND GUTIER THIS DRA\\1NG NOT TO SCALE. FOLLOW DIMENSIONS. SEE SITE PLAN FOR ROLL CURB LOCATION. SEE TYPE "A" CURB AND GUTTER DETAIL FOR ADDITIONAL NOTES PERTAINING TO THE LOCATION OF EXPANSION JOINTS, CONSTRUCTION JOINTS, AND SMOOTH DOWEl BARS. z 0 t ~ u "' UJ 0 0 z < z Q "' ~ "" 0 z ~ ~ ~ 0 0 "CU> ""'C "' "' -"'E "' "' --'> ~ 0 "'~ "' c. § E "'- ~ 1i "! " -" 0 TOP- Fl.. IN- Fl.. OUT • Priwte sewer line In from South (Adro!n) • 733.80 NOllCE TO THE CONTRACTOR: THE CITY OF ..EFFERSON SHAll. REMOVE CERTAIN TREES AND THE SPUT WOOD RAIL FENCE PRIOR TO BEGINNING OF CONSTRUClloN. THE F'E:NCES AND TREES SHAll. BE lHE PROPERTY OF THE CITY. THE CITY SHALl. HAVE ITS CHOOSING OF TREES lHAT SHAI..L. BE REMOVED. CONTRACTOR SHALL COORDINAlE THIS WORK WITH THE ENGI~ 1 <:WrilUl CllllliU2 WARREN, LYLE A. AND VICTORIA F. 1442 SUNSET l...N<E RD. .JEFFERsoN CITY, Mo 65109 BOOK: 411, PAGE:: 285 :1999 BOOK: 319, PAGE: 557 :1990 "' KRAUS, Y,LFRED ~D ~OR~A 1-438 SUNSET 1..N<E RD. ..EFFERSON CITY, I,Co 65109 BOOK: 289, PAGE: 795 !1985 BOOK! 119, PAGE: 603 :19-48 CONJRACTOR SHALL BUILD CURB TO MATCH EXISllNG DRIVEWAY CURB, ,""n~.:..TH,,.!.S WORK SHAlL BE INCLUDED. WITH 1 DRIVE\¥A Y REPLACEMENT ----- RADIUS • 300.02' ~GlH ... 69.92' TiJ4GENT -35.12' DELTA = 13"21'09" CHORD = 69.76' RADIUS • 4Ba60' LENGTH • 117.81' TANGENT = 59.18' DELTA • 13"32.'16" CHORD • 117.53" sA.W CUT EXISllNG ASPHALT, AND REMOVE EXISliNG Bou.ARO~ • --. . . --.·-··-- 7751 8 ~--------"'+·1-------+------"------- 1 ~ 770, Ill ~-----t>f-~----+-------~------ 7651 ~ I ________ _;."-::=-!-----1<-STA-l-H+OO .I ~w N-~-~ A.D. •1 -3.62 g 7601 fll 15] K -r. .. 8 i----------"'P\LSfA..o.JO.O!i _____ ~==j~====='OO.!Ut:= __ _ PVI El!EV "" 7-4-1.31 :tJi ~ A.D. ... 2.54-ll 0 ~ K I= 35.38 :s-t ~ -! :5 '::=======J'\9! ~.ot'.Yt; ========! lh ~ B ~ :, t ·---~----~ "-c:---------"·--:5----a_:;.. I -----~i~ IH In ~ ; I ' I I I I ! I i I I I I ' I : ' I I ~ 0 :;! • ~ • .5 I > ~ ' ., 1 j ~500.00'~ i.ENGlH "' 183.99' TANGENT • 93.05' DELTA • 21"05'01" --- CHORD • 182.95' "t CONTRACTOR REMOVE AND REPlACE EXIS11NG -4-" DIA SANITARY SEWER PIPE. SEE CONCRETE END SECTI~ FOR DETAILS ! ! I ' I ' I I ' I ' t~~1~~~~~~~~i~~~}j • ASPHALT REPLAC£MEliT I I i i I PVI STA ~ 13+50 I ~.,...on I i A.D. ""! -2.35 i ~ K = !4.2.60 I 100.0' vc ! • I ~I • = I u ~ i 0 0 I ~ -~1 • 0 • ;I; "' ~~ !f-"'-~ ' ~,. 1'!~1 ~ . • 1!~ I -~ • g > .. I ~~ ., lisJ ~ ·~ I " ~ ~ ' tn!g • I '~i' I -~-" M ,;H I i 11.1 -"' I I 1 1 ~ 8 ~ ~ ,.; ~ . ~ u 0 I ~ s:li-----: 11. ~ g, " • I I I ' ! I a_ 775 "' + .... ~ <i 770 1-- Ill w z ::J 765 13" 1--< ~ 760 ....... ' 7501 r-------+-- 0 :;j ~ oi 7451 01 ~ • 0 ~ 0 •:;. ~.I' lil ~. ~ Gl ~. 5'~ :t :5-;; .! w ,. w 1 I ___ .-=---n IJI , ~ _ ":::ag, ~ l T 1 3.~ 1 11 111 : 1 : _],_ __ f ... ,--~--~-------';~, '--'-~ --~~ ------~~~~ ----o1 --~L--=ID==========±========-=====---~=---=~====== !!·--=-=~~====; £ -----if II i --------=---.;----I i I I i II ' ---------, , , .:m~==---i', 'I [ n. -742.54± o I --------::::::F--------~ · · fl ______ Jt;::=============-r===-==---~---I I -:::::::::::±::========-------~ I I -+' ----------+--- L_• -" -------q 745 .,...!co ...--!0 "'lo mi 0 "'lo .... ~ "'i~ l"'··,ilO ·iO •iO t--· • '"'' . ,;tQ .• o ··"' .q:il'-: .:1'1') '1<0 ..q-il'-"''"' 0'. lQic-..i "'I...; tOi • "'<ri <Off6 .,, .... "''"' ,...._i.q-1'-!..q-,.....i~ lO,tO ,...I~ "''"' i" ,,... ,.....[!'-,.....ir-. ,.....i~ ,...I" • 740 11-ifOO 12+00 f3+oo ----------------14+00 I I l • I ' LU .....J w:: 0 "C Vl "" "" ~ a.. c Cl 01 01 ""' E z "' 01 <( .....J > ~ 0 z 01 ~ ::s Vl c. c E a.. :::s LU VI f- Vi "l Lei;~:,\:;': i"0g iC ltc:ljji@ --:?"----_"· _GR·~~---,-N--.-"'-~!hs-,-:r~:==~~-~---_-----:_·fi~--~r-~- 1 --_I ... ~ , __ ,.I. . .~--"--=-"---~-=-;;:--=-=--..;:----==:-:=:--;;~---::;-=1;:;t.;~·===-~== ~ --I ~ ' ""--- 1,;;:-,,~,., 4-"·· c~ ~. \ . . ,,.. ~ " \ '\,_ ~ EX15nNG SANITARY 5£\\'ER ~/.NHOl£ "-~· -., =:=±w'"'--}-"--\ · ,,~• -~· GRADING UollS ~ ~ ps f46.00 ,_';;,c .• • . ----v :L , ADRAIN, ROGER J. ~D ~ARY L ltlP -756.06 _- finlahod grade I --.EFFERsoN CITY, Uo as{og FL. tN FROM S.E. ... 760.76 (SUNSET LAKE RD.) '1 ...... i!lev. • 755.-48...... BOOK: 366, PAGE: 978 :1996 FL IN FRoM N. "' 752.76 / -r 1425 SUNSET L.N<E RD FL IN FRoM N.E. • 760.96 (UWAN DR.} , . .-...-.-~ 1:5 l"'"" \ BOOK: 211, PAGE! 257 :1966 FL. OUT ti.W. = 750.76 (SUNSET LAKE RD.) / L I STA. 16+60, RIGHT -L finished grade I ~DROLL CURB AND AsPHALT REPL.Acei.IENT ADJUST EXISliNG / l dOOf" elov. • 756.61 'TRANSITION ROlL CURB lO WATER VM.VE BOX STANDARD T'I'PE •A• CURB flnbhl:ld grade 1 AND GUTTER WITHIN 2'-o·. door elev. i 766.63 T'r'PICAL AT BEGIN OF' ROLL CURB AND DID ROLL CURB AREAS. \ E~~~~~lSP~ALJ,CtAL [f.itt&HI -ASPHALT REPLAGEMENT i 750 I i 745 7~ 17+00 18+00 l20.oo' I 745 7~ 19+00 I~ UJ _, u:: ~ c.. Cl z ~ z ::5 c.. UJ 1- Vi "'OV> ex::;:: "' "' -""E "' "' _, > ~a "' ~ V>c_ § E Vl- ' . . DAlAPF, JOHN G. AND RITA BOOK: 288. PAGE: 7Y7 :1985 I I -----.... --.... CITY OF JEFFERSON 1700 SOUTHRIO_GE OR. JEFFERSON CITY, '-10 65109 BOOK: 299, PAGE: 488 :1987 CAsSI-I REAL ESTATE U.C 1620 SOUlHR!DGE DR. .EFFERSON CllY, Mo B6109 BOOK:. -405, PAGE: 361 :1998 -" EXISTING SANITARY SEYlER MANHOLE PS f45.00 RB.DCAlED 1-1" OJA. PVC WATERLINE IRRIGA110N PIPES TOP = 752..26 FL OUT • 755.11 NOTICE TO THE CC!NlRACTOR: CONlRACTOR SHAll. RE-LOCATE EXISTING WATERI.4ETER/VAI..'IE PIT AT THE LOCATION SHO\ItN ON THE SITE PLAN. ...~J THE NEW PROPOSED WA'TERME"'ER PIT SHALL BE OF ~E UKE AND KIND AS PR&NTLY USED. ))<E WA1ER~mRIVAL'IE PIT SHALL COI<SST OF ALL NEW 1.4A1'ERIALS. WATERt;IETER. PVC VALVES. AND PVC PIPING THAT SHALl. 'BE CQt.INECTED TO THE EXISTING PVC WATER PJPES. C!Jl!liE...8 RADIUS -225.00' J...S.!GlH "" BB.34' TANGENT .., #.75' DaTA -22."29'4.2" CHORD • 87.77 -r coNCRETE REPLACEMENT (NO AsPHALT OPllQN) 120.00'1 P\'1 STA -22+-40 PVI B..EV • 770.43 A.D. • -1.65 K • 10.82 20.0'VC ) PVI STA = 19~ ~ o -<1----i;l-h::!o_--------~ PVI B..EV = 758.85 "§ ~ d l! ~ ~ AJ>-= 3-211 775 E 1:j ~ ~ • I I 775 K=6235i , ~ I I~~ . ~------:-----f--------+--------+----g~·~·~-------i -200.0' vc: D.. iil '. ~ ) . w o ~ ~o o -i r... T --~~'-1-~;_77_0 __ . -+---!<" =-4~-:_ _____ _; __ ~·===~~~~~~~1::::~::::::-"'-i:=-,~~1~~. :r: t<. ~.; ,... : __ ---; ~ < ~ ~~<L i ~ --1-----I ~ ~765 5 J iil 1 -------:r--J--r=:::::;;;~-;;:-~~=r =='---------------,---·-----r 1 __ -~ 770 fl ... 759~0±' I -~~-r 6 I I 6 I 765 I -8 I-f Ul ~ UJI _,, ol + Del ~ 760 ' d ~ Zl IJJ! U1 l 760 _..._.--: \ I tit r-=:::3i>: -!--~Ji-1-----'--------+ :::::~:::~:::::::::::::::::;::: ~ 755 ~-------755 • 750 750 "'i"' . "' o- "-!g f'..:r--. 21+00 740 ' / , -- ' !.::;._ """'"'"~'~..tj~"''l-'1 PROPOSED CURB 6'" THICK CONCRETE SAW CUT EXISllNG AsPHALT (PAY J.s cc»..MERCIAL DRIVE) TO CREATE A ClEAN EDGE. ENTRANCE ~ .1620 SOUlHRIDGE DR. COMPLEX TEMPORARY TRAFFIC CONTROL LAYOUT note: not to scale SIGN I QCADPN .sJ..Gti G) W>o-1 ® TYPE Ill BARRICADE 't\'lTH R11-3a @ coNSTRUCTioN BARRELS/DRUMS / w -' u:: 0 '0 "' """ """ ~ 0.. <:: Cl OJ OJ -"" E z "' OJ <( -' > ~ 0 z OJ ~ <( "' c.. -' <:: E 0.. ::s w Vl !:: Vl 8 s JUL 1 Z004 F: \CITY PROJECTS\32075 suNSET LAI<E RD\DRAW!NGS\32076 suNSET LAKE ROAD CR~ SECTIONs,oWG 1 7eo. ~~ .. ~~~-]·······• •.• ~.·~~t-........ ~~~~~~~~[ ·~--~-~--~ .. --·-jf--jr ... 11JP ~~~.~~ :~.:.-~---~~r-r~r::-;~;:;~r~c· ~-. 7eo 765 1----'-..... 1 --. -i:j--·~·····~-----------~--!F~;;: -------;;:J.-~···~·~· -~--... -1-+,,\oPiiskiO r:-··1755 750 r--~~ c:;-····~-·-· = 1:.:::: ·-] .. ~·-J;L ~L --· -·--t-~ "'·~··' ~ IF-.. ~·'~ ·~ -l~~~A~~---···1750 _,_L_,l_, I -1---_ 2 1 ., IT2' 7-451---~~~~1~--~-r-·--±-=·=~=~ ·~-~--·-·-J·-·--1 -r-~r-l~ -..:::t---:~~~7<5 ~ "Ot--·ll-1 ---·~·~·~·~~-~~······~~ -~r···---·r·:·----___ [ ___ l_=r-=-r,...,740 .~~ -=«>·i=:ro--::20 ··-:;0 ·1-~+. 8-:-4; .~~OE L:·~~:F PAR~~: ~=-<e;--Jo----·.k--~;l36 " " I "" • " !"' ""-l < ~ FlU. .. ~ cu. 'rDS,) 745 740 735 ..__ -eo -70 -eo -50 -40 -30 -20 -10 10 20 30 40 DRI~AY AT 14+4 AND f-4-42 SUNSET LAKE RD. w z ~ !!/ 0 w z ~ ~ ::: ~J~~ ~---~~!· ~---- 1Df83 !~~ ""-' !"' ... , fU1.•.2 OJ.'IDS.) 755 745l·t· +-. :: :~~T~: :]~ :~1 -~tJ~}-~-:~l~~o ~,~ :·~ = .. ::M -~~~····--·r I r F I] ... ~ROPOrt~,, ~~ . : :=-= .:·J=l==i [1=~==[~ __ ::·=-r= .. · .. ==----= PROPOSED GREENWAY l TRAIL ---::r 740 735 -50 -iO -20 -10 10+ ~TER OF" PARKING AREA 't\'lTH HANDICAP RAMP AREA ~ WT•II.2!01"") 750 I -J -· ~--~-... --------~J -~--a---· 1 .. 1·-·;r,; ---f--~-lnu.-§±~-"'"::' ·r ~---_] ___ -·-rt·~--~7eo 755 I · -lw ---· ~------~ ---· --------~~~~ ------· -~-755 I ---L_ ROPO v. -745. ~ rnl 750J----+.. _ -=-r-::::-.:..:~1--:=i-=(•o:._1 .2~·i--~f-L---~--J750 745 I 1-I ~--·' --0 -L F==== -1745 :I -, 1 -,--~ -_-, -1~~ ;t . ~---_--~ -j-=---11 ~: 730 ,____ _ --_ ---~ __ _ _______ J ____ -----~ _ ___ ___ O ____ t: :------__ ---'---; __ _J 730 ~ -----~ w ~ ~ ~ w .. 10+ 3.73 SANITARY SE~ MANHOLE SECTION "" -" !ru. ""' FILL • l ru. 'lt!S.) w ----m. ····~· ---· ---,--.]-·· -~--, 760 z -----------,-----. --1 ~ I ::J~~Il]=ll~~r ·~-:fJ-=1-J===~-~-EW:H.= -~··~-·~···I·=~.-=J::: 750 ·~····~·~··L J······~·· , ___ ~--t--=~:::j:..-=:I-J--·1 _j. J LJI_l I~ ::: , __ ............. ~1 ~ : j·-: .:,::=r:~[-~-1-~L--1=-~~--=1-~ 1----1--J 0 1-----1-1= --~-=~=:==: ::: ' ' :: : ·~~ .. LJ= I_ :J=--J·---l ___ tj· _tj _j~-~--~t-=1--~~~-:t~l--l~l~::j_=-1~_-:t _ _t-~1-tlJ ::: ~ -----~0 f 10 ~ ~ ~ w w I 0 60 INSIDE CURB UNE OF PARKING AREA AT STA. 10+59.60 ~ cur -n (CU. 'ltlS./ :::f __ [JJ~ITJ ---· tiq r--r=IF(f·itiru~·~~-~_ ]~=~--~~::: 750 !---J f-1 ~-.e-~~dc .. :Lr I r-,-.. --...... 1J!I--I7W ,..I ' ' ··I I --• ---t-±----±--1745 740 ·t -----·+· L_ --' --II ··-·---------1-= -=-~ .=---1740 7351 . ··-~~~-· ·r ·~· ·~--_ .. r ··~ _, 1 ~ ~ . _ __ _ ·t-_ 1 _ _ _ 1 7 •• 730 ----~'·~-~····· ... --------·-'·--·----· -------------~ ---~-----730 ------~ w ~ ~ ~ -7u -50 10 50 """" !"' ... , nu.-:J cu. 'I"PS.) 755 • ··r __ _ _ [ __ ___ _ ~-~~··--j ·-·lr-.. ~.--F~----... 755 750 f ~----~--------_ _, ____ ......... t:·--~---·-·---------\ 750 --1-4,0 . 1 -4.00' 745 ·~~--~-.:;.:.-IF------I hr---~~745 740 ' . -· I -~ ·I .. ~-~---~·-I ' ---·-1 740 735 I ---1-· · --1----1--~ ~----~--·····~ 1 735 730 L_------L ___ ., ______ 1._ ___ -----~-r::-_ .. ___ , ___________ ,, ____ J 730 --40 -30 -20 -10 10 20 1 0110 i:l£: :· !:. ~l TRANSI110N SEC11QN z .. AERIAL coNTOURS TOPO CQNTOURS I ~ -:y=l~r~;T~-~~~I--=f~~r -f1 •. o,·-:=·::: ::,=~·~ .J.lL:·[_J ~r~:1 ____ , :::: -50 --40 30 -20 -10 10 20 erson Department of Community Development &i~~ PE; Director YVfTff 1 0 J QQ M • "!ru. => 8EGI~ PRMCT 1 nu. • 2 CU. ltlS.) STA, 10+00 LlB 2/2004 CROSS SECTIONS Sunset Lake Rd. Improvements t-.IOTICE TO THE CoNTRACTORS! AlL SlOPES ARE 3:1 UNLESS OTHER'/rtSE NOTED, JUL 1 2004 PROJECTS\32076 SUNSET lAKE RD\ORA'/rlNGS\32076 SUNSET I.AKE ROAD CROSS SECTIOI-IS.D'/,'G lUPD cdfrolms AERIAL cditouRS 765 ~~~~1--ro ~ n --f~~ -----1-~~ F-~-~~~ I~-~]-~-~,--, 765 760 ~--~ --~ ---~ + ____ c!:I.~~Q-1 ~~--~--~j-~~ · ~ --~~~~ ~ ~ ~ ~ ~ --~--I I--1760 0~ ~~ . • 756~-~t-1 ---J~~ ___ ---~ __ 9 ~--__ r -~ 1 ~ 1-_ 1---1-~~-~~--~-1766 750 1--rl ~ . -~ _ -~,-1 ~ ~ L: _ t ___ -r-r--l r '-1~--1750 7<5 ----~-~------~ ~----J ----1~ --~--~-~~----~--y:: .. -::. ~-~l.:~+~-----17<5 :tf t:-:~:_:::: .L._!L:IL::::::rH :::::: ----~ m ~ ~ • 50 ORI\£\IAY AT 1434 SUNS£T LAKE RD. 12 + !) 7, 2 9 ::'£ : : !::t l::l . ,f~--1~ . f!i· , .. -f~-1--~----~ mf~-_~~1 ' . .. . .. ·-·------~-c--··-_1_.00' -~-~-~---········fl ...... £. "j" 7<0 I -r=r-=l==i=~~t-l~--~t·---l~---··j···-·j~---_1·-----LI~-'-L -~~~:~_-=:~= =j-== -~=--~~~--,~:.J=_---_1 __ -_-x~ __ t·~---,760 I . ---. --~~.-----I --~ ---~-~,'-.,!--' . ---"l!'l --. ~ ,~----r~--~ ~I -~~i C----rr=L -~--------~~--1so · ~-----~~~t~~~ -~~~<-::~==~~ ~~-~~:=F= ::: 735 1~-+---1--+--~--!-~+ --~ 1--+~---+-1 -~,. 730 -50 ··--~<--.... r--±-= ~---~ -~--735 eo ___ ,..._""'11 -·-··-' 73o -30 20 760 11+501 .,.,_.,,.,,,., F'l..L-uo {CU. 'ltlS.) w 20 30 arr • t1 (CU. 'TD!I.) FU. • 140 (OJ. 'IDS.) <O 50 60 70 ~~~-. T~~rh--rr-~~ ---~-~L~ ~~~~~ -1-r-r -~~~-7;~~-r-~~-, 760 :' -J{il~lT~~d::_::::J :::r_-:ff:::-: T~~-..t '~ 746f~-i I ~-l·~,·=t=·J,=-'= __ ,::t-·T---l,.::-_ --~,dr-= ~I~ --±:=r:':' ~l-I <' 740 ~~~·--. __ j_~-r_ r ~-1 _ _ __ ---~----_ L__ L ~ _______ ---~ -~-----~----~_ L~ _ __ J __ ~ T--+-!--1-F"-"1 7<0 :::I .............. I ~]~ IJ .. ~=I:.= =----=t ]~_---~ ~--=--~~~ ~:~~--~Ii .. J::~~ := I::: 70 -50 -50 -40 -30 -20 -10 i 10 20 30 -40 50 SO N011CE TO THE coNlRACTORSI 11 00 AlL SLOPES ARE 3d UNLESS arr " l (ru. ms.) OTHERWISE NOlED • ...... .. .20 (ct.r, 'IM.) erson Depart~e~t of Community Development ~?Jr~ PE; Director 'fW'f\('[ ORA'MlRY; LTI! DATE! 2/200< CROSS SECTIONS Sunset Lake Rd. Improvements --- JUL 1 Z004 F: \CITY PROJEClS\32076 SUt-ISET LAKE RD\DRAI'!lt-!GS\32076 SUNSET LAKE ROAD CROSS SECT10NS.DWG :~.'''"'""""'l ,,-...-..: ;\~'USI!)~ ,,,._ ~ "~.....,.~""" :tq ,~ ,::. _"tt.._..,. .... r / ....... .$'. 'l. ::::~-· ~.~~ ....... .., .. ...-v...!L' -:"<tW z ._,.., .. =n;'e . .(1'~ _Uti Q) A ":.0"'" ::!!: t.D --;"'ft~ -:; o;.ow =< n : =: ~ -;,.,_ , -Ctl :::0 ==" v : ~ ~:~ "-~u:.:: : ,.. '~ ~ ~ .... • ~~(,:f. :.'• ~ j:j······ .~···· ~-; /:: ,...,~ JirG;"• ·:.-:.~· .·' "'1 •NH. \':-:::.-'~trtl!"'"~' t/•";}r-~·--.. ,.-:; .. • I 770.- 1 -_____ --~ -r --i---_ ----~--_____ _ _ ~);:-:_ /~]~ ---.770 7651 -~ -----~ ---~--------~----------------~! EX -;;;;;~;t;.-----1765 760 1-~I -W ' T . ---------~----------[_J~t~_l ~~--1760 ::1-I I j' __ -~~ ~t____ --~'-~---~F~~=~= =er , l:~b: ::: --~~\ --_ --~ __ _ ----~ r ~ ~~-=-~t:t·: __ jj_ It:~-_-±_-: ::: --40 -30 -20 -10 ~ 10 20 30 40 50 60 fl.!. .. U (CU, '!tiS. 15t25 arr •11 (W. "'•\ I d ~ ~ / ::[r=[=--~--=~-~~-------~-----~-~== ~-:==---==~f~~~;;=::: ,-· T 11 fi-ELE -:56 ()4. , 1.'31" I v. 75£1. ........ I )f. I • I I -1 766 1---~-----r I - 1 _ -~ 1 -----·--- 1 5_ -1766 76ol--r----,---~~-~-~---------1 ----------------------1--1---1760 7<5~ 1--1 1 __ t-l· ~. __ -~~--____________ T ___ -~--__ 1_r -17<5 7-40 L~-1 --L~ -----_____ L -~ !:::____ --------• ----~_1 ------------~--I 7-40 --40 -30 -20 -10 ~ 10 20 30 -40 150 flO Fll.l• II (aJ. VDS. 15tQQ 0 """ (W. ""-\ I 770~-l---j-P -~-----1-----~-]------rJ--:~t~i~--,-----·770 :::~ -l~l~l-J=+-.J==::::l: __ -1;5;-~~~;j~t;_:l=l::~::: ., ' -. . r r ~-~---------__ , __ J ____ t ___ .j 755 750 I ---------------------- 1 ------------j---------------~--11 -------__ I _____ -----------~-------1-----1--1 750 ---~~---------~~~- :8:8 7-40 < ·----~---~ !:"-_____ "____ ---·-----------------' _L.._ ____ _, 7-40 --40 -30 20 -10 ~ 10 20 30 -40 50 60 14175 """"'"'""'' fl.!. • II (CU. '111S.) I ~ /- 770l--T-j --¥ --r, ·ri--i ___ j _________ --];;:.::i~~I_--~~t-----.--------,770 765 ----~-----... --·---~---~T--·----.. ....... ----~--------~-----~----11----------1--... ".~--l----l7el5 760. -1= ............. f -1---------------------------l---~ T-har~f;~, 1 -1760 7551--J----rL~~ 1 !I l------_ ~::""---1 ----r---,----··r--------~----1 755 75o 1--~---------------_-,~-----_--_ -_ ~-------_-------------_ ... --~------------_--------1 ---------------1---------l75o :::~=1---t]= J~=-m~[~=~-=~=--=:I~-=-j---. ~----:--~·:=_:::: ~ -~0 ' 10 W ~ ~ M W 14f5o :::a:!'\gJ:~\ 770 765 760 755 --,----I I I ~---------~-------~ -755 750!·-.. ~l----~-·--,w-L-1 _____ ------r·---------·----:-!-~-!750 I ' , -----.,-rE ~ I I I 7<51--: --:---~---:----..~ _ -~~-- 1 _ r----_______ --r--!---~7-45 7-40 ~---··---•-.•J~. _L ____ "------------• • -w __ ____) __ 7-40 -30 -20 -10 ~ 10 20 30 -40 150 14+ f7, 61 BE<>N Of EX. BUILDING an • • !ru. vos.) F1lL • II aJ, YD!t) ~ i 770 [-------[····· --~ I ___ 1__ rf --!------!1 --1 . 770 765 ____ ____] _______ ---;r __ -------------r-------~--_ -f1---:----1765 760. -+~n--rr-----_ _ __ 1 __ J-~-rJ:Tfl--~--.. ----1760 7551-·---/"'--c ·-' __ , .... ~. t-.-....---gt.=-------1755 750 1------1----j-----~----:=_L_:f---L. L_t ---~---------'-~---__ ----1750 ::: :=-~~~ =--~ =~ .J=t ~--; ___ ·==:~j= ~j=··=-~~-: ::: •o --30 --20 --10 ' 10 20 30 Fl.1.. 10 a/, 'I"DS. 14t25 '"'""!"'·"'"\ NonCE TO TI-lE coNmAcTORSI All. SLOPES ARE 3:1 UNLEss OTI-IER\'r1SE NOTED. CIIECKED: NO: I DATE: I REVISION AND DESCRIPTION CROSS SECTIONS 2ff~f0i 'i;·,:~~ J Ill IIIII DATE: ruef erson DM\\11 DY: Sunset Lake Rd. LlB ·-~.~;;,~:tJW~ Department of Community Development~~ DATE: lm provements Patrick E. Sullivan, PE; Director 2/2004 JUl F: \CITY PROJECT5\32076 SUNSET LAKE RD\DRA~NGS\32076 SUNSET LAKE ROAD CROSS SECT10NS.D'/(G w I . ~ 5 ~ ~ ~ 765 ! .. I -~[ r .T -. ~-·l···r--·-~· . ;;-T -·c· , 765 760~ -}=f=:.:::,.::~-1 -!._= --·· --[-.. ,_I ____ ~GRAbE-·T0-1DRAIN!760 I I I -~-i-~-----.... f ~· _ -~-\ _ _ ---1 ----r--~ .. _, ___ ·1755 745' :-~-:~~-:~ 1----I-_ -~ .---+-l~r-r-='=-~-I~:::::: -----~ m ~ ~ 755 750 , __ _ 7T5 7TO 765 760 755 ,_ 750' 745 ! .. -90 ·60 -70 \\11111111/t,,, ~''~\'USI9]1! ~"''-:.-,~ ~, .. • ••••• v~ ., ~... • •• '?.>$ ,......_..,.. "·11'~ ~~:l \ ;. ~~J..=J ' A ;~= ::hi: 4 : :: =~N\.0-:~::: --·=· . """' --~~ ~ :;;;~ ~ ~. ::u .l ~ ;:: -::;. ..,..-: ,... .._"tb ~ ("" ......... • .... ~~~"s""" ~ ... _.f.t{;j/i£ E~ ~:~"~· l.rlllt#lm911V 17-f50 1IT:~ fg).~! w I z 755.---.,---··r---·-r 1--~~~-, -~-.. ·· ·-l.-r-1755 7eo!--::::::::l-~-...-~ ___ L -~1---__ j____ -----~-.... IOlDRAI~' ---!._ ! I I '"'" ,, I. I r-r ~ ·--~-I ::::·--: -~--~--;· -r.-: --r---;~--~::=T ,--.-~::: "~~,--·--=~o -"-:~;;·---=:oo---:.!o-.. ...JJ---1~--· .. -· 20 ___ ,,.5 171 00 1IT:2,fg).~! 770 ··-r··-·--~---.. --·----~-----[--~--l~ --·----*----------~---l~-~·-~-~--·1-····-J·· 770 755 1··1 . .. +--_! i . ·: ~ ~--~---........ ·-&·· ---·--8--.. 765 76o I··· ,... .. 1 1 .="'! -==f=:::-.:::.~::.r ~-··='l;:i ~-~-~--·=--··-~=*'-=--··#.,-~·-=·····~-:!1:~~·-~oc~-~oR~~N 7551--.. , __ ...... ~. 1 _ .. __ ]_-= ... 1 ..... -----·--,---r-·-:-=-J:-___ ,755 7501-.. 1 , .. , 1 ---,-. . . .... 1 .... ,~---,.1 .. ---·--····-1750 7<5 L. -'-· ... .L • .I ..... L. --___ L .J l _______ .... ----' 7<5 -----~0 b 10 ~ ·60 -50 DRIVEWAY AT 1420 SU~SETLAKE RO. 16+t5.12 arr-o !"' m•! FILL ,. 22 cu. 'I'D!I. I w ~ z z ~ 765,----···~ -,: ·--]·-····· ........ ·-l·r-1-~1 765 750 l ...... j .......... ..._f--f~--'·-;-~----· ··--~'Gfi.lnncl ORAl~ 760 -~ II I . . I 755 1--·'· -.. -::s..-'lr .. _ j········ 1 -I ... _ . - 1 1-.. 1 . 1. -755 ::: :~lJJ:~~T ,~---] [r·=--.. ~I=I~-[~ ::: -30 -20 -10 II fo .20 30 16+50 i'/i:l,fgj,~~~ I w z 7 .. ··-r .. ·-·~--~ "1·········~-r -l-I:-C-17" 760 I ::::c_--~, .. --lr T"" ... +-t·-· ---~:~~ ro liRLY'o 7551······ ..... 1 .... 11 ... , · I .... ·11 -.... · 755 I j --.c.J ~ r J ::: :=L= _]= ~]=~ =~ t:~~±.t~=t---~ ::: --~0 ' 10 ~ ~ 16{oo an-. '"' m•) fill. -14 {CU. 'ltiS.) -•o -30 r;j 10 20 30 LILLIAN DR. I ., -. !"'· -~ FlU. -8 ru. vos. 745 I 7TO' T --~·-········ .•...•... ··1··········1······ ..... , ... W ..... ~·-··· ~ ~--• %... ... • ....... J ........................ l ....... [ ....... r······, ...... , ...... , 7TO 765 '--=-¥~1 = .. ~=' . _ _ _ --~ . ..... __ I_ 1 .............. ~-~-----·· __ ... _ .................. r-j---J· .. ·-1765 760 I ··c ... , ............. ·· ... 1 -~~t---~--~·-········ --~ · -· --~~-0 ADE.toOR .N---.... ,_ 1 ...... 1--1--.. 1750 I I ~ ---J,L. 7551" ·r· ., ..... T~r i ___ ••.. [ .... I. r ['1' .•. r·r ········-ji;:T'I-. 1 .. ·-1755 ::: [] ·t: .....•.. .-[-~=L:~ .. I-j J:= :J L[:[:·==-·:: =-=-~--=-:J=:[I_:]=: :: -50 -50 --40 -30 -20 -10 10 20 30 .40 CH£0:ED: 15f50 I LTB 2/2004 QIT -7 (CU. 'IDS.) FIJ. -14 (CU. 'mS.) CROSS SECTIONS Sunset Lake Rd. Improvements 1 2004- ~OllCE TO lHE CONTRACTORS: All SLOPES ARE 3: 1 UNLESS OTHER'l\'1SE NOTED. F: \CITY PROJECTS\32076 SUNSET LAXE RD\DRAW!NGS\32076 SUNSET LAKE ROAD CROSS SECT10NS.D'/(G I w z 770,~·-·r . ·--,-·-r1*-· --~~~,----~-,!-rr:EJ<I.r.~ H\'DR~T 765 1·1=,~~ T-T-lr··-····-r ~--·-n~~~-765 760 ~···-r··j . . 1-···i 760 755 -----,-.-··-··· .. -· ......... -L._j_ ··-l~~-·1755 + -1··· __ I:_ '::L -uc~.·········-\-~--~750 r.5 L_ -~ -------.J ___ j__ ---··----------· 7-46 -50 -40 -30 -20 -10 10 20 I 19150 '"'""'"'·=> Fll .. s (cu. 'IDS.) I z ~ § < 770 ~r -. ~ -----·Ttij --li---~---r···-· ·-·~--. 770 7651 J-l~ ..... __ L.-i![~ £] -I. r-1-J---~--E-]765 7601--=·"' ---LJJ -Li. --1760 =, I . I -E I, I -1--il+,= ::: :~L -_[~~-r..~~-... ~ =~= ·i r~=~=-=t:: ::: -50 -40 -30 -20 -10 10 20 ORI~AYAT .... SUNSULAKERO. 19+24.70 I CIJT • ~ (CIJ, '!tiS.) nu.-14 {Cll. "I'DS.) I w I z 770 ·······---~·JTB3-J -·~-r r-~r-7651 ~~=-~~~. ·····--~--· :=+~ --~-~ -··!765 7601···-L-.. -=~~ I ··,-. ····-·-[-~~····1760 7551 1 ..... ········J· !1-----···········1--~ . --r -1·-1755 7501-r·---,~r ~-L--~ r-f--,-r- 1 750 745 , __ " -------··-----·--~-------------·"------·-----·"' J -----~----·" ----~--·---"""'" ______________ ,_, _________ . 7-45 -40 -30 -20 -10 10 20 19· 00 I :;'!i = :. f:i:: l::! w z 770 . T-1 . T ~---r ---·tT-··-;, ---···-~---.---, 770 7651·-~:-Lr--r _L_1_ f~ _ i:i_ 1 ___ ··-----··~---··r+··--1765 7601 ... 1 ~ ·-r,..r-L,-1 -:.J.::=~-~ ,··-~-'----··--~=---:l--··1760 7551-. 1-r·······r· _.1. -j-~---1'······· -·-+· 1 --j + -ll755 :::: ·:=J.I t~· -I·t~-~:·:.~: .. =] ~]=:·===:-·t: :::: -----~ w ~ 18+50 l CUT • D (CU. 'rDS.) n.L • fll (CU. VDS.) 770 ·-r T r -~ ~ . . -'-ri ~] ___ ~----. I ··i~·l""" ---~--, 770 755\ -1---1····0 ~----+·~ -0 • -~ -· ._, • -1---·1765 :::-L::: r_d±l.l± .JJ-1:--:::::: -----~0 w ~ ~ 755 OR1VE'/fAYAT1416SUNSETLAI<ERD. 18+,2.20~:~ fg±:~~ z 0 < z w "' !11 § I lli l'il~ ~ -< + ' ~ 765 , . ··--·----r -·· ;j_ ·r-~ --·· ·-····:r:· ·f"· -.'? -·J····-· 765 76o 1 ~J-:: -1-. .r-. .r-. --··· ·--L-... ···-· t .. -3.0 '=Jj ··-·-· ...... ~--I 760 :\'''~'1'i'""''z,,,,,. ::: •.. I._ --II .. ~t~--=-r=l .. ! --:--~ ~~r-~-~ I; ,,s: ~~-~-:~-::: "~"'\ _ ..... ., , .. ~ I &; &; !Ill. v .. ,,. .... ~ ~,...-------~'--·' ~b .... :Ap 745-______________ . ___ L_____ 7-45 ~ ~ --•.,?..A ~ --40 -.30 -20 -10 10 20 30 't:>' ~ ·ft'-:::..,~' C: \0~ 18+00 ORI~AY AT .. 25 SUNSET LAKE RD. ::r.;:• :;·-~ -"'·~"'~-·-·~ I -v•: ..,. :" ~ "'' -' l"'· ,.! nu.-83' cu. '!tiS. -·-. <":> -~-=-· . :...,;:: ~ -::.~_ .. _~0'\ /C,J ~.. ::1:" ~ w .% ,_-'--~ · .. ~c~~~· &; ~ s < ~~~:toiii££ ·~~l7,5,1 ____ J ·r·!~-,----1 --1-:r~j·-~--~-! -~ -~i ... -.--,---.765 "'''111!1'111\•' 75o 1---~=-=-j ~ 1----1-2. 0-,01 . . .. ---, ~----· -------11eo • I I ----__ ,__ •0 00 -oox -... 7551 -· L. 1 _ .,J .. -j -f=i==-r=-. r.:::=-=-.-r-=t-l . .1------1755 7501-~--1-r ~~-~-~~--~-__ 1 -·-~rl-T]-:··-:·-·1750 745 I ---L --, ___ ,I_ --~-··· . --'"-•"'--______ L _____________ ,. ________ , __ l ________ --------~-........ ._ -----···-----~-.. -------·---------~---· ____ _.J 745 -----~0 w ~ ~ DRI'iFHAY AT 1-418 SUNSET lAKE RD. 17+1)1.94 ,,_, '"'""'! n.L-.! (Cll. 'I'DS. I L11! 2/2004 CROSS SECTIONS Sunset Lake Rd. l.mprovements JUl 1 2004 NOllCE TO THE CONTRACTORS! ALL SLOPES ARE 3:1 U).jlESS OTHERl\1SE NDffil, F: \CITY PROJECTS\32076 SU!>ISET LAKE RD\DRAY,.,!>IGS\32076 SUNSET LAKE ROAD CROSS SECTIQNS.o'I'(G I ~,,,,,,.,,,,,,,,, ~'"' ~'USI!JJ...,'''"" ,$-"' (),'}-··"'"'"··~ 4'. ,~ ~~ ... b.. -.~-:;. .:: ~.... .. .• ,....A!, ::~:t-rr-1 \f"l'~ :rgf'41!t I -i :~;; -l<-1. -·= -UJ:,"\,o-\0 ("') : ...... :-; "'" ~:: ~~-·.001 :~~.::: ~-, ··'<-. .. .... ~,s ~ ""' .-..;;--••• •• &> •• :: -,." _,.,. ... • .. i!t>.'ti' --~ ~ 4["~ ..... "_ ,, ... ~~-· ;,o .. ,,,, Gtn utt "'~;:'' 1fi~IS!!Hl~\·· .,. ----- City of I I I I 1 a I I ~ , ~ m ~ I!!~ i ~:;: ~ ns ,~~"~~~~~~~j""""""l: fj~-"~ ~--d --~~T-["~~""" --:J~ !-iT---["·~--,""''"' n5 nol::::._j1_~~-~==-l.~ ··-~~.,~-~~j-~~--~~-~~~T-~~~--·-1--lno 765 ~-~-"~·"~· -'"II__ ~I ~q: ~J'-~~ =~T=-::::: -=--'" -l-....... f-1 ~""~·1~"1705 7601 T !'"""'"····· f -\--..... " .. """t~ ······~r -···"·······"··-~---~:·~)760 755 ·------------~---'--------~·-~·--------· ------·'·-----I'S_ ______ -------~~---.....J 755 ----~ m ~ ~ m" no coMMERCIAL ENTRANCE 1620 SOUTHR!OGE DR. 21+}3.19 "''""/"'·"""/ FlU. -12 cu. 'tDS. 7051~1 --,-~~ I . 1 11 I ,--·=-+==r~l765 760 i""" ,· ~-"~~ I ~ . --~--~-·I. __ I ~ --. ---,~ _I_ "J--" I 760 7551 ·1 --I·---~ ~-l ~;) ~ -~ -----~~~---~ -------j755 75.1 __ ) ~~1 ---~ L_ -~--~-~ L ~·· J ~~~-----~···-L. ~ "-~ _1750 ----~· ~ 10 ~ ~ 21 0 0 arr • " {ru. ""/ nu. -fll (CU. m!. I EX. GAS LINE-I 770 ·~-~"'' ----------------~-no __ , 765 765 1 ~-r=i~··~;;[~I-+-Jl--1 ~ 1~ 1-1-~-+1~-1 -~t~l~~ J· . . . 1--1-.. J_ -~·· l-1·-~-1~-~1·~--J ~-1-.-=/ ~~r::-.,.~1 760 760 755 , ______ ____ ,_ 750 ' -----· .... ___ , ___ 745 '----~------'------~ -•o -30 -20 -fo (I 10 20 F1ll. -11 (cu. 'ltls.) 20t50 arr•ntru."''' I I % EX. SANITARY SEWER ::.C 1./ANHOLE TC. • 7&2.26 I ~ EX GAS LINE ~ no · ~ I Elnsr. JA'iAilr ~J · ~~ ~ j · ~ : ~---, ~~,no 765 1-~ ~ -4. ,;~:,~1-_oor_ r -T ~ -~ ---~-r ---I 765 I I I --760 --~"-1. ~~ 1-~j~--"~-~-~.L;=L-u H--~-c::_ -1760 f,L IN L 75 23-' l --= ::!:1.1 ::I: ~~J t tJ~ :[:f~L-tnJFLi-LJ=:: ::: -50 -40 -30 -20 -10 fO 20 20+19.70 """"'"""''l I FlU.•.!(at.)tt!J. w I ~ z ::. no""-~-·--"-,--"~·~-~-~-1 ~~-~-·---"~-·~,."--,no 765, J r Jj ·-·······-~········ --~ L -1765 760 I~· -r-=-~J--r----~->~·-·-~l= ~:~I~~~ ~--=l~~~~-_: ::: 755 1----,------r--------______ l ____________ , ________ -~ ~ _j J . 750 '~""~ -30 "_L"~::;:.--" ."J.a""·~-" "'-~-'"··-~-"'"--750 20 00 ""-" , ... ,., I FlU. • .! (cu. 'ltls.J I no ., ..... "1"·~-r--·T"·~~~·I-~··"r--~r"··~-,-~~"T"--~,no 765 !------j ;1-··1 ~-1~-·1···-1~·-···1~-!··~~+~········1~ 1765 I '--I:;::=;::J I I I I .. L' dj 760 ~·-~1 ... -----760 755 [.".-·"-1 _I __ L __ j Ll_l LJ 755 -30 -20 -fo ~ to 20 ENTRANCE AT 1414 suNSET LAKE RD. 19+ 0. 00 "" -" '"" ""l FILL • !I (a/, 'rtlS. G-IECKW: --· 755 750 745 30 ru~fferson Department of Community Development ~i~~ Patrick E. Sullivan, PE; Director YtJf"f'jJ OIITE: DRAWN BY: LTB CROSS SECTIONS Sunset Lake Rd. Improvements OA'TE; 2/21l04 NO: I DATE: JUL 1 2004 NOliCE TO THE CONTRACTORS; All SLOPES ARE 3:1 UkLESS OTHERWISE NOTED. REVISION AND DESCRIPTION JUl. 1 2004 F:\CITY PROJEC'IS\32076 SUNSET lAKE RD\DRA\'rlNGS\32076 SUNSET LAKE ROAD CROSS SECTT<*!S.DV(G '''"""'"'''' ,..,,, ;'1\'USI!Jl ,,,, ~'" ~'\ .... -........ 11 " ~-S'.. ... ..... ~-;, ~~v ..... " .. ,.~ ~ ::: ....... · ~-.:: ~ -~-~, .. -::~:'.-'. ':. _::. -••t:AI-ol -t"'' • _ _.. :UJ:~Ol r-~ : 1:;: -en: n · -.. =-':V '9' / ~ -.:: c::l'~\~O"l -n .:( ... ,., ~ ...._ . _...... .... ~ ... .... , -. . .. _-. .. ,_ v .J' .... ....... "'? .;.:: ~ ... ~·· ....... ". . .... ~~.,~~;· ..,,,,"Jt;IHE.E~ ~~"'"' 11PIEII!!III>·'' 780 , ____ 1 ______ 1 _ T-r----,-r--r---·-· __ 1_. __ [ __ ---]· ____ 1_ -----J--T-r-r--, 780 :: :_~i~i I=: -~£~;~:~~ ~:::,~= ~-::l~-~I= -J=J==[=[=I==: :: ~: ... IJJ_tl-_ J _ -· F~p.:_c .. ::: [J-l]:~:ti===: =J=] ===-~::__ -::J~T=c=t:=: ::: ----~0 J 10 ~ E • M 22+'f2.00 I STA. 22+5200 I END PROJECT "" -" '"'· ""'' Fll. -oo (cu. 't11S.) 780 ,·---,---, ----~-T-f-~=1--r--l---' TF T ITJ'T-~ _,_ -h ri-1~-:! 1-l--:;,-.-,-, t +-~: I I I I I I I I --1--r:: 770 7,., _____ L_L ... J_L __ LJ __ L__L_L.JJ_I~ ~-··"--· _, ___ . --'----'----L---·'·---· ·-' 755 ----~ t m ~ E • M 22t50 780 CUT " lll (QJ, 'IDS.) Fll -0 (aJ, 'IPS.) ~--t -]--' -----j T-t---r-r , 780 7751 I .. J I -. 1.l ,. ---.. 1775 770 I ~---T --_t ___ --,.----1770 766t-''r-'\"'~ r __ l , __ __ II _ .............. _ J I 786 :::IJ :[ -·I==l[T=-T-=~-~~-~==-~~-~-~:: --~0 1 (O ~ E • EI-(D OF RADIUS 22+ 9.52 0~ lHE APPROACH I QJT • 4!1 (01, 'I'DS.) I nu.-' '"'· ""' 5 z w m < 5 . I "' ·-·~[-=:]: ~, ;Er=l:=! 1 l:: 7851--.. I.. ,1,-cAs LINEJ -· ... -.. 1 --.. r·········· --.. ---·-·t··········· ·-·-___ J.. ·1765 760 1-... -1 -r--__ -1---------·-r·~--~ ~-~--______ ---~~ ____ j __ l760 755 '--·········---.. _L_. -------......... ~e.~---·--· .. ____ L_ _, 756 ---~ an3-~~ E 22 ~ru-• 1"'·"11 780 1 .. ----........... -.... -· ... --... r---.~. ····· ]---~ .. ~.. . --Ti·T. -·]760 TC. - 78 a;,;r-=~J~ ~~J=~ ==ri= :Jt= :=~;I]:: ::: lJxjsiwFj-===Lti ~·lJ=t~f ~=! ::: -40 -30 -20 -10 10 20 ""-.. !"'· ""' 21· 7!{ ""-"'w"'·""' ., z :! ~ 775 ,-··---........ ·--T ] .. __ -~·;r-··~1 ----,--.. , 775 TC. -788.~;,'t -----__ _j_ ---------~ --j---1770 __ II I L . ,-j 765 ---J ----1---l ---i ---!766 I EX.ASLIE ::: [~~--:J~t-==--=~cl-~jr-=I -~ ~=~ ::: -40 -30 -20 -10 10 .20 21 +50 """'' '"' ""'l I FILL• II (C:U,lt!S, LlB 2/2004 CROSS SECTIONS Sunset Lake Rd. Improvements NDllCE TO THE CONTRACTORS! ALL SLOPES ARE 3:1 Ut.(L.ESS OTHER't'T1SE NoTED. JUL F: \CITY PROJECTS\32076 SUNSET LAKE RD\DRA\'(11-!GS\32076 SUNSET LAKE ROAD CROSS SECTICINS.O'/(G ~'''''""""'' §-'~"\"1\'USIO~..t''"' ~ '):, vr ............. v &'.~,, ~~/ ···· .. ~~ ..... '-I~ z •,. ~A -:'>r' ,rn .,....,, :nt:--". -:.''--:. ::cni~ s: ... :o:; =~:v'-" .-o~ ... oo;.~ m v :~~,;:. -::.~ ~ ;o !~::; ~~ ... .. ... r~~'"!.· ":. ~ ..• ···.B ;.,. .,..; ,. .... .... ~ .:.·;' ~ <f;'A1 ••••"............. ~o\;t .,,;t. .... -. "''/"#{]JorEn '""' ,,, t'WI!;; fi"'-~"" 111111111~;~\ ,. MATCH EXISTING DRIVEWAY CROSS SECTION STA. 0+81.37 ::: [ _ .... ,~=~=-~1-1· ::l:: J::-p:::Fl-1········ ····--···1· -----,---~--~-]······· -r 1745 :: l:::::.~::::::t:.:::::J]_·:::::::::~==] [=.:::::II]:~=-~::::::::IJ: ----~o ' 1o m ~ • 04 50 760 r·r· r-T ·r -~---·-········--········· ·---···r-r·· -r·······[·-~-~----,.--, 760 7" , ·r , -·r· ·-· ·--........... ·-.......... 1 ·--· --= -=J=-~---=F=-1755 750 I ~--1 ·I=~~=L:.:-· I I . f .. ----· -·· ... --·-r··-·1750 ""L=J=-~-=~ ----·····-·t ---r ·----··---·-·--·-·· -·-· -·· ---r-17<5 ::I . .!.-[ ...... ..: . .-.:: . .-====L .] Lt.··(··············-~·····!·=---~--=t~~: :: ----~0 o+o 10 m ~ • 00 ::: IJ···· -=I1.E~.ld~R.J.~~rl::: ::= -7 J·: .· J· -=·:··: l.]:::::r: ::: 750 1 . --~--rCURBr -"~r:J-.t~ .. ~.[. 1-. ·:-= :::::c·=·==~dd=--1 760 7<6 ~---·==L~-~ ··--··· ...... __ _ -+·--J·--LL-1746 :[··Jtil±:::l=Ic~±±_lb:~: ----~o m m ~ • oo 0+'20 ~t;~ft~kr.:J,~~~; ~g:r-· . -j.. ~r ,-.. -, . I. r·· -~----~---.755 :::'·-·i···--·~···-·· ,c]:t-75.~·1 -·· 2·~,~ --t==--.-=1_=r=-r~r I -~::: 755 7<0 1. ····r-- 1 --1-+--___ __ -~-[ r ~---· _____ . __ 1 .... _ 1 __ : --:--: 740 735 L. . ·-------.. ---········-·-------------~·--· ""---·--····"----------->-·····----~ -· -------~ --~------~ ---735 ----~ m ~ ~ • oo Ot7 755 r·······---,···-·J ·T·-·r· -T·Tl·--· ·-r-· ···---~----~-T···--··· 755 760 1--······ ---r ··r· __ J_l_ ---1--~~----·1---~--~--t __ -1760 7<5 F==-:~ --~-=-=c-= .::-_ =·· ::::: .. ::.::--... ·-·-·= .:::::-::::::::=-y::::-:-_:::_ I 7<5 ::[::::-=J=L~I :~.=:L~·=J=t:!!ri J •• 1-b-l~-:: ----~ m m ~ • oo O+IOO DRIVEWAY CROSS SECllC!NS FOR 1444 AND t442 SUNSET lAKE RD. 770 .-,-.. [-r· --r-___ 1 _r···· -l···.,-· 770 755 1·--+--.--..... _, _____ j __ ,.,_,_ ~---------t---· ----1 755 r-""t---1 I I -. 750 1-----r·-.. ·--___ . , ____ +----l 750 ::: :::::1 ~~:=.=~+-1-.-... :J [L-:-_----_ ....... :=~-:~_-_--: ::: -3o -20 -to to 20 0+'52 END PROJECT I 5.TA. 0+52 MATCH EXISI"TNG CROSS SECllON ::: ~I~ . "1--= ·~·--·-····-=~ _...., __ ,~ ___ ,---r=-·=: :: 760 1-t --":.l . ,.o=.::::l 760 7651 -T--.... I .. J .,~-----1.1-1766 I I ~ ~ I 7601 __ L __ -----L ----~~-----__ L__ 1760 -3o -20 -to ~ to 20 0 50 770 , 1 ----· ---· 1 · ------.. -, 770 7661-·---> 760 1-- ::: I= ·······--·"-~'!'' '--··'---L-.L_ '760 -50 40 -30 -20 0+'40 arr-OO(al. ""! FILL ,. DO (CU. 'I'DS. 760 L::.:-..::L: ··-=-· =...:: .. ::t· ... ·--~-] --·=f~t-·1-..::::1:::----=J==:...-=r=L--760 7651·····~·-··-········~-J········r T -·· -·r T-T ··--·T·-~--r···-1-766 ::: L.l ==1-.-f·tLt.=l~~t=ti ~~]~~=t=t=t=:tJ~.-:r-=:l~ ::: ----~ 10 m ~ ~ oo 0 30 CHKKEO: I DATE: I DRA\\1'-1 OY: LlB DATE: 2/2004 LILLIAN DR. ROADWAY SECTIONS CROSS SECTIONS Sunset Lake Rd. Improvements NQ: I DATE: I RE' 1 2004 lAND UPTION coNSTRUCT CURB AND/OR & GUTIER V!tiERE APPUCABl£ FOR coUMERaAL Et;lRANCES DIRECTION OF TRAFFIC COMMERCIAL ENTRANCE PLAN ~A TCH EXIST. Nom TAPER AT .4:1 RESIDENTIAL DRIVE APPROACH (TYPE R-2) 5/B" sMoolH DOWEls (TYP.) r2·-o·,_, 1 ___ \'iiDlH OF APPROACH VARI . .::. "'-1/2" EXPAI<SoN GUTIER 1£. JOINTS """-..._BOTTOM OF CURB SECTION A-A NOlES: DIMENSION VARIES ACCORDING TO RADIUS DIMENSION VARIES ACCORDING TO RADIUS 5/B" sMooTH DOl\B-S OF PAVEMENT TYPICAL DRIVE PROFILES TYPICAL SECTION-COMMERCIAL (TYPE C) ENTRANCE *NOlB ELEVATION OF DRIVE MUST BE NO HIGHER THAN 1a• ABOVE GUTlER UNE AT 10' lENGTH VARIES.(SEE PLANS) APR~ GRADE VARIES. SEE DRIVE PROFILES 5/B" sMooll-1 DOl\B-S OF PAVEMENT *NOlB ELEVATION OF DRIVE Musr BE No LOWER 1HAN GUTIER UNE AT 10' TYPICAL SECTION, RESIDENTIAL (TYPE R-2) ENTRANCE L --~-... ,_j 6• I ===-:J 12" ~~"-''W I SECTION B-B NOTE: SUBGRADE FOR DRIVE APPROACH SHALL BE GRADED UNIFORMLY. THICKNESS OF FLARED \11NG SHALL lHANsmoN UNIFORMLY FROM s• TO 12", 3/.4-"R (I 1/T R} REINFORCING REQUIREMENTS FOR PCC PAVEMEN~ 1. #4 DEFORMED BARS, 24" LONG AT 30" CENTERS FOR LONGITUDINAL CONSTRUCTION JOINTS. 2. #4 DEFORMED BARS, 24" LONG AT 12" CENTERS FOR TRANSVERSE CONSTRUCTION JOINTS. 3. #4 DEFORMED BARS 24" LONG AT 30" CENTERS FOR SAWED OR PREMOLDED LONGITUDINAL JOINTS. 1 1/2" DEEP CClNSlRUCllCJN JOINlS o 10' C:EtHERS FOR\IED FACE 1/4-"R (1/2"1<) 4. IF CURB AND GUTTER POURED SEPERA TEL Y -#4 DEFORMED BARS, 24" LONG AT 30" CENTERS. 5/a"lfT. f ~:···~ -·~ -.(~~-~ ·,, -·· .. 6-. •!' 4 ' ', :;_Q CURB & GUTIER) ~6/B• sMOOlH DOYJa .· "'!" ., ·,.._"" •• 10" ' L_ .. •: s··-.-~ :,.J -.• 10·• '.:..·. ·· AT-EXP~SI~JOINTS. • J r ... ··-... •.. . .;-••. -.. ·· .. s· .. :: 19/16" 1---------30"------..j TYPE "A" CURB & GUTTER DETAIL ( ) ALlERNATE DIMENSION • 6" MIN.-MATCH PAVEMENT THICKNESS OF P.C.C. PAVEMENT. 1, EXPANSioN JOINTS SHALL BE INSTAl..LED AT OJRB RETURN RADIUS POitfi'S AND AT •• 12" MIN.-INCREASE BY SAME DRIVE APPROACHES. lHESE 1/2", FELT, EXPANSION JOINTs SHAll. HAVE 5/S" • 1a" sMoolH AMOUNT GUTTER PAN INCREASES. oowa.s, lHESE DO\*,£L.S SHAIJ... BE GREAsED AND '/tRAPPED ON ONE ENO V!!TH EXPANSION TUBES. 2. CC!NSTRUClloN JOit(TS IAAY BE sAI'!£D, OR PRE-F~m "0 "' "'1:: Q) Q) -><E "' "' --' > a:; e "' "-3 E ..,- 9'-1" _r __ L _ 1. _ _1 __ r __ L _ 1.. _ _.1 _ __1 __ f __ .L ,- I I I I I I I I I I I I I I I I I I I I I I -r-r-T-~-~--r-T-T-~--r-r I I I I I I I I I I I -r-r-T-~-~--r-r-~-~--r-r I I I I I I I I I I I ·., STORMWA TER PIPE -~-~-+-~-~--~-+-~-~--~-t I I I I I I I I I I I -~-~-~-~-~--~-~-~-~--~-~ I I - I I I I I I I I I I I I I I I I I I --~-t-~-~--~-~-~-~--~-. . . . . . . . . . f15 A1 AT 10" CTS. BOTTOM SLAB r------------15''-----------~ f15 B1 AT 10" CTS. ~OMIT AROUND PIPErl #5 AI '-----#5 A2 AT 1 0" CTS.----' SECTION A-A !!!~ (.)n... "to I it) ~~ " I I I;" ,_ KEYED JOINT CHAMFER DETAIL CHA~FER ALL EXPOSED CORNERS GENERAl NOJES· 1. ALL RElNFORCING STEEL TO BE AsTM A616, GRADE 60 UNLESS NOTED 01HER\\1SE NOTED. 2. ALL REJNFORCING STEEL SHAll. HAVE 2" COVER, UNUESS NOTED 01HER\\1SE. 4. AU. REJNFORCING REBAR TO BE OETAIUEO AND PLACED IN ACCORDANCE \\11H lHE ACI "MANUAL OF STANDARD PRAC11CE FOR OETAIUNG REJNFORCED CONCRETE STRUCTURES" SPECIFlCA 110NS. CON11NUOUS REBAR TO BE LAPPED ACCORDINGLY. 5. ALL REINFORCING CONCRETE SHAll. BE NORMAL \\EIGHT CONCRETE \\11H A 28 DAY COMPRESSIVE STRENGlH OF 3000p•l. 6. FORM 11ES SHAll. BE OF STYUE lHAT CAN BE BROKEN 1 INCH FROM EXPOSED FACE OF WAIL 7. AU. 11E POCKETS SHAll. BE GROUTED AFTER FORM 11ES ARE BROKEN. 9. WALLS SHALL NOT BE BACK Flll.ED FOR AT UEAST SEVEN (7) DAYS. 10. CONCRETE SHAll. HAVE 5.0ll: TO 8.0ll: AIR ENTRAINMENT. z 0 t ;;;: u Vl w Cl Cl z <( z 0 'r----------18'-2"------------. Vl > w ~ KEYED JOINT --------'""-'=G1 AT 10" _,CTS=-. ---------, ' (TIPICAL) /14 J1' =~----~ -------~-~r Uj ~ Cl 0 z " V> wz ~~ " t;:;Q "' "' -"' E ~~--:3 ui:d "' 8" > zV> ~ 0 "' ~ 00 V> c. uz " E w :::> Vl I =~--~-~-~-~-~--~--L~ /14 J1 " m '-------------!9'-1"-----------......J ~ 0 STORMWA TER PIPE .----------#5 G1/G2 AT 10" CTS. __________ -, 11ED TO f15 A1 KEYED JOINT "' " I ~-.-r---r~-r-_-T._---~~~-~+~---~-r_--_-rJ~----r~----~, ·~ J I o ~_j ELEVATION 3 sMoolH ooWEL eARs 6/8• x 18" (T'tP.) (ECUALL Y SPACED) 1/-r' EXPANSION JOINT (lYP.) "B" • IF CURB INLET IS AT A LOW ELEVAll~ POINT. USE 1o'-o" INSTEAD OF 5'-o". SECTION B-B 14-REBAR AT 12• O.C. lHRU PAN ~D TRANSITION AREAS 15 BARS, 8" CTR. 10 C1R., TOP Sl.A8 (T'tPICAL EACH WAY) OPTioNAL T'tPE 1./ANHOLE FR;J.IE AND COVER. SEE DETAIL "A" 15 DIAGONAL BARS. ~J 1/2" CLEAR FRol,j IIIAAHOI...E CASllNGS PLAN VIEW TYPE "A" INLET NORMAL BACK OF CURB EDGE ANGLE AssEMBLY DEFLECTOR CHANNB.S SLOPE BENCHES 1./JNli./UIA 4:1 CONCRETE All.ET SECTION A-A ,-------------~15fi] ~ DEFLECTOR CHANNEL FORM DETAIL USE DEFlECTOR ONLY VttiERE 1NDICA1ED ON Pl.ANS l 15 5/8' D JL-10'8E;a 1/2" D.O. 1. A & C = ABSDLUlE MIN. CLEARANCE FROM PIPE WAU TO ANY PROJECTION OF TRENCH BDTIDM OR WALL A. (EARTH EXCAV.) 2" MIN. A. (ROCK EXCAV.) 6" MIN. c. = 6" MIN. 2. W = TRENCH WiDTH AT A LEVEL 6" ABOVE TOP OF PIPE. = OD OF PIPE + 6" 3. WHERE SCREEDING SHOWN, FORM BED WiTH SCREED CUT TO EXACT SHAPE OF PIPE BDTIDM. ~ = GRANULAR ~LL CURB INLET NOTES 5. ~ = BACK~LL TO TOP OF PIPE WiTH GRANULAR BEDDING MAlERIAL {SEE SS-5, FOR CHART) DIMENSIONS 'L' & "//' GIVEN ON P~S As 'L' X "//' DIMENSIONS Tu & 1D AS SHO~ EXCEPT. 'M-iERE CAllED OUT OTHERWISE ON PLANS. C1. PIPE AT INSIDE WAU. )!) BE AT ~ WAU. UNLESS OTHERW!SE SPECIFIED. lRIM PIPE FLUSH V!'TH INSIDE WALLS. TRANSIONS ALoNG l..ENGTHS Tu & To MuST BE UNIFORM BE'TWEEN STANDARD CURB & GUTIER CROSS SECTION &: THAT SHO~ AT INLET. FOR!.~ CURB FACE YftTH FLEXIBLE FORM. INLET WILL BE CAllED OUT ON PLANS AS "L • X -y( CURB iNLET (TYPE A) OR •L• X ·vr DEFL CURB INLET (TYPE A). 5. PRECAST CONCRETE INLET'MAY BE USED AT CON- TRACTOR'S OPTION. SEE SPECS. ALL REINFORCING S1EEL SHALL BE 1 1/2 INCHES a.EAR OF CONCRE1E SURFACE. UNLESS OTHERWISE SHO~. ,. 1RANSIT1Qt.4 FACE OF CURB FRoM STANDARD CURB SECliQN TO A VERTicAL FAcE AT CURB INLET. ADD ADom~AL MANHOLE COVEl 'I!HEN 11' CURB INLET IS USED DIMENSION c D 7. REINFORCNG SlEEI.. SHALl BE BENT AROUND PIPE OPENING 'MiEN POSSIBLE. IF SlEEL IS CUT, A DIAGONAL BAR SHALl BE USED TO lTE All CUT ENDS TOGETHER. B. EXPANSION JOINT DETAIL AND DOWEl PLACEMENT sAME AS iHAT SHO~ ON APPROPRIAlE CURB DETAIL 9. AFTER 1N111AL SET, REMOVE DEFLEClOR CHANNa FORMS AND FINISH SURFACE OF CONCRETE. 10. RING AND CO\'£R CAS11NG SHOULD BE LOCAlED OVER OUlLET OF CURB INLET. 11. USE 3/4• CHAMFER STRIP ON AU. EXPOSED CONCRETE CORNERS. 12. •TYPE A• CURB INLET DETAIL SHALL INCLUDE AN EDGE ANGLE AssEMBLY V!'TH TRASH ROD AND REINFORCED GUTIER PAN. TYPICAL PIPE EMBEDMENT R.C.P., C.M.P., V.C.P., P.V.C. PIPE UNDER DRAIN -\--SOIJD COVER IF NONE SHOWN, USE AS DIREClED r---~~~~~~=-------------~ OPTIONAL MANHOLE FRAME & COVER ~AY BE USED oNLY oN APPROVAL BY 11-IE CITY ENGINEER. CONSTIRUCTION SEQUENCE 1. PLACE BEDDING MA"TERIAL TO GRADE. 2. COMPACT BEDDING OUlSIDE lHE MIDDLE lHIRD OF lHE PIPE. 3. INSTAU' PIPE TO GRADE. 4. PLACE AND COMPACT lHE HAUNCH AREA UP TO lHE SPRINGUNE. 5. COMPLETE BACKFILL ACCORDING TO SPEC/FICA llONS. I EGEND TYPICAL TIRENCH DETAIL FOR H.D.P.E. PIPE INSTALLATION TABLE I CDRRUGA lED POLYETHYLENE CIRCULAR PIPE SPECI~ED DIA MIN DVER~LL MAX DVER~U. TRENCH WiDTH OF PIPE (IN.) HEIGHT {FT) HEIGHT* (FT) (IN.) 12 1 38 15 1 39 1B 1 40 24 1 40 30 1 40 36 1 38 42 2 10 48 2 9 * MAXIMUM OVERFILL MEASURED FROM THE TOP OF PIPE TO SURFACE. 34 38 44 64 64 74 64 91 't:IV> "'!:: Cl) Cl) ~E "' Cl) --'> ~ 0 Cl) ~ "'c. § E "'- NORMAL BACK OF CURB SECTION "8" 3 sMooTH DOWEL BARS 5/8" x 18" (TYP.) OMIT DOWELS IF TRANSITION AND PAN POURED MONOUTHICALL Y 4-#4 REBAR, CONllNUOUS THRU TRANSITION AND PAN INSIDE WIDTH GIVEN 2nd ON PLANS (4' MIN.) A3 SMOOTH DO\VEL BARS 5/8" X 18" (TYP.) L (EQUALLY PACED) 0' NORMAL CURB AND GUTlER #4 AT 12" (EACH WAY) ,...--A.C. PAVEMENT CLEAN 1" X 1/4" CRUSHED STONE (1'-5" MIN. THICK) 4" ~ \VEEP HOLE COVERED WITH 12" x 12" GEOGRID AND FILTER FABRIC (OR WIRE MESH MATERIAL), (ONE \VEEP HOLE IN EACH SIDE WITH A PIPE INLET OR OUllLET) 8" ~ CONCRETE SUPPORT POST (PLUMB), FOR DROP INLETS WITH "L" 8'-o" OR GREATER. STA. AT II_ INLET . /GIVEN ON PLANS l r· ·~·· ,-----------~~·~] ----r DEFLECTOR CHANNEL FORM DETAIL ~10'BEVEL USE DEFLECTOR ONLY '/(HERE INDICAlED ON PLANS 1/2" O.D. TYPE "c" CURB INLET NOTES 1. DIMEN5l0NS "L" & "W' GI'I'N ON PLANS AS "L" X "'/(' ~ PIPE AT INSIDE WALL 10 BE AT L WAll. U~ OTHERW!_SE SPECIFIED. lRIIJ PIPE FLUSH WITH INSIDE -WALLS. 3. PRECAST CONCRE'TE INLET !JAY BE USED AT CON- lRACTOR'S OPTION. SEE SPECS. 4. ALL REINFORCING S1EEL SHAll. BE 1 1/2 INCHES ClEAR OF CONCRETE SURFACE. UNLESS OTHERWISE SHOWN. 6. EXPANSION JOINT DETAIL AND DOWEl PLACEMENT SAME As THAT SHO~ ON APPROPRIAlE CURB DETAIL 7. AFTER INillAL SET, REMOVE DEFlECTOR CHANNa FORMS AND FINISH SURFACE OF CONCRElE. B. RING AND COVER CAS11NG SHOUlD BE LOCAlED OVER OUTI.ET OF CURB INLET. 9. USE 3/4• CHAMFER STRIP ON ALL EXPOSED CONCRETE CORNERS. 10. "TYPE c• CURB INLET DETAIL SHALL INCWDE AN EDGE ANGLE AssEMBLY WITH lRASH ROD AND REINFORCED GUTIER PAN. 5. REINFORCING SlEEL SHALL BE BENT AROUND PIPE OPENING WHEN POSSIBLE. IF SlEEL IS CUT, A DIAGONAL BAR SHAll BE USED TO TIE All CUT ENDS T008H~ ,-------~=r~----------~~~~---------4 I' 8" ~ CONCRETE SUPPORT POST PLUMB), 1 FOR DROP INLETS WITH "L" 8'-0l OR GREATER. I ~~B 1/2" EXP. JT. FIULER BETWEEN BACK OF CURB AND TOP SLAB. ROUND CURB FACE SMOOTHLY INTO INLET A _j 1 " r 1'-10" I.IJN OPTIONAL MANHOLE FRAME & COVER i./AY BE USED ONLY oN APPROVAL. BY THE CITY ENGINEER. AEJ.D INSTALL 14 REBAR CJN ~~~oMIT ~S ~~E CHOR BARS 1. A & C = ABSOLUTE MIN. CLEARANCE FROM PIPE WALL TO ANY PROJECllON OF TRENCH BOTIOM OR WALL A. (EARTH EXCAV.) 2" MIN. A. (ROCK EXCAV.) 5" MIN. c. = 5" MIN. 2. W = TRENCH WIDTH AT A LEVEL 5" ABOVE TOP OF PIPE. = OD OF PIPE + 6" 3. WHERE SCREEDING SHOWN, FORM BED WITH SCREED CUT TO EXACT SHAPE OF PIPE BOTIOM. 4. ~ = GRANULAR FILL 5. ~ = BACKFILL TO TOP OF PIPE WITH GRANULAR BEDDING MATERIAL (SEE SS-5, FOR CHART) TYPICAL PIPE EMBEDMENT R.C.P., C.M.P., V.C.P., P.V.C., H.D.P.E. PIPE UNDER DRAIN IF NONE SHOWN, USE AS DIRECTED #4 DEFORMED ANCHOR AT 12" FULL BUTI \VELD TOL 1'-5" 3/4" ~ (SMOOTH) TRASH ROD 8" TAMPED EARTH WHERE FINISHED SURFACE IS EARTH (PVI,i'T THICKNESS WHERE U.D. IS UNDER P'/M'T.) 3 X 3 X 3/8L 5'-0" UNIFORM TRANSillON fl4 REBAR AT 12" O.C. THRU PAN AND TRANSillDN AREAS DOWNSTREAM SPA. AT SPA. AT 2 • 11 12 • H I PLAN #4 REBAR AT 12" D.C. THRU PAN AND TRANSillON AREAS 3 8" GUTTER PAN r EDGE L ASSEMBLY Ei GUTTER FLOWIUNE Q ! ! 4-#4 REBAR, CONllNUOUS ~ THRU TRANSillON AND PAN 8" EARTH SUBGRADE 8" ~ CONCRETE SUPPORT POST )PLUMB), FOR DROP INLETS WITH "L" 8'-0 OR GREATER a•.Jis, 2-#4_/1 I ADD #4 AT 12" AT SEAT #4 AT 12" EACH WAY IN ALL WALLS AND BOTIOM SLAB SECTION "A" TYPE "C" INLET 14 ANCHORS FOR !.. -.f.'-0" FOR!..,. 6'-0" FOR !.. ,. B'-0" FOR 1.. ... 11"-o" -1-1 -tl Tl PLAN VIEW MID POINT Of I LEDGE~ ~ 1. EDGE ANGLE ASSEMBLY SHAll BE SlRUClURAL S1Ea.. EXPOSED SlEEL SURFACES SHALL BE FINISHED sMOOTH AND HOT DIP GALVANIZED AFTER FABRICATION. 2. ~ERE CENTER SUPPQ~T IS REQUIRED FOR L=B'-0" & 11'-0", SHJI.l UNDER lHE CENlER SUPPORT PLAlE As NEEDED AND SPADE CONCRETE SCUD UNDER BASE ANGlES. 3/4". TRASH ROD 3/4" 1/4" o NAIL OR BOLT HOLE 1 4 2 FRONT ELEVATION 3/4" ~ HANGER ROD (2) 2" X 2" X 3/B"'L X 6" LONG ON 1/2" PLATE 3 AT 1'-10" FOR L =4'-0" 4 AT 1'-10 5/8" FOR L =5'-0" 5 AT 1'-11" FOR L =8'-0" 7 AT 1'-9 3/8" FOR L =11'-0" 3/4" o TRASH ROD NOTE: NAILS OR BOL1S USED TO ANCHOR L TO FORM SHALL BE REMOVED OR CUT OFF FLUSH W/SURFACE OFL. DETAIL OF CENTER SUPPORT FOR EDGE ANGLE ASSEMBLY 1:;:; ....! Z....l ;-:;c ~I:;:; wCl 0.. ~ 'OVl ""~ t: C]) C]) -'"'E "' C]) ....! > ~ 0 C]) ~ Vl c. § E ..,- 8 ~ • ; I f ! ! l ' I ·a· MIN. WALL PIPE SIZE DIA. MANHOLE THICKNESS OF PRECAST INSIDE DIAMETER REQUIRED MANHOLES 21" & LESS 4'-0" 5" 24" -33" 5'-0" 6" 35" -42" s'-a"* 6" * OR SQUARE STRUCTURE 12" LARGER THAN PIPE O.D. "-:i 0 ::::;"' c 0.. "' w < c c >-:Z:..: j5o.. en INVERT DEPTH SHALL BE 1 /2 OF PIPE I.D. _.--EXISmiG GROUND UNE GASKET BETWEEN PRECAST CONCRETE SURFACES SHALL BE ASP HAL TIC MA TIERIAL. PRECAST MANHOLE RISERS & ECCENTRIC CONE. CONCENTRIC CONE. TO BE USED ONLY ON APPROVAL OF THE DEPARTMENT OF PUBUC '/(ORKS. -EXTIERIOR OF MANHOLE TO BE WATIERPROOFED (SEE STANDARD SPECS.) PLASTIC COATIED STIEEL MANHOLE STEPS, 16" ON-CENTER. SEE DETAIL USE PRECAST BASE & RISER WITH A-LOK (OR EQUIVAUENT) CONNECTOR OR, POURED BASE & PRECAST RISER WITH A-LOK (OR EQUIVAUENT) FOR MAXIMUM GRADE OF 15 % USE Z-LOK (OR ECUIVAUENT) FOR GRADES OVER 15 % MANHOLE STEP DETAIL MANHOLE STIEP TO BE M.A. INDUSTRIES INC. ;IPS-1 OR EQUIVALENT l 9 1/8" 1 1/8" L::c:::====::CJ J TOP VIEW c 12· 1 l'ilillili.I FRONT VIEW ~,,,,, MIN. = 300 LBS. CONCRETE COLLAR CONCRE;\E COLLAR TO BE USED ON ALL SANITARY SEWER MANHOLES IN . THE PROPOSED ROADWAY WHEN ASPHALT PAVEMENT SECTION IS USED. SIDE VIEW MANHOLE NOTIES· 1. ALL REQUIRED PIPE OPENINGS SHALL BE PLANT CAST IN M.H. UNITs. FJELD ALTIER A TIONS OF OPENINGS WILL BE PER- MITTED, PROVIDED WALLS ARE SCORED WITH A MASONARY sAW TO A DEPTH SUFlFlCIENT TO SEVER REINFORCING STIEEL. A CHIPPING HAMMER MAY THEN BE USED TO REMOVE CONCRETE. 2. MINIMUM DISTANCE BET\IIEEN ANY T'/10 ADJACENT PIPES SHALL BE 4". 3. GROUT PIPES INTO PLACE WITH EXPAN- SIVE GROUT. 4. MANHOLE TOP ADJUSTMENT SHALL BE ACCOMPUSHED BY THE USE OF CONCRETE ADJUSTING RINGS OR, OF CLAY BRICK & MORTAR, OR CRADLE UNDER PIPE & UP TO 1/6 OF PIPE D.O. ABOVE BOTTOM OF PIPE. MANHOLE WA TIER STOP GASKET & cLAMP (TYP.) 3/4" tL,. 23 1 /2" --I 23 1/4" " -J\!E JSUieD ~:,f--;;;r §~ SCUD COVER STANDARD MANHOLE FRAME & COVER HORIZONTAL BEARING SURFACES TO BE MACHINED MINIMUM \IIEGHT 250 LBS. l II f OPTIONAL MANHOLE FRAME & COVER MAY BE USED ONLY ON APPROVAL BY THE CITY ENGINEER. WHEN BASE AND INVERT ARE PLACED AT THE SAME TIME, INLET AND OUTILET PIPES AND BOTTOM RISER OF M.H. SHALL BE SET ON SCUD CONCRETE BLOCKS. SECTION STANDARD MANHOLE PRECAST BASE: 5" BASE UP TO 14' DEPTH a• BASE > 14' DEPTH A coMBINATION OF RINGS & CLAY BRICK & MORTAR. SUBJECT TO PRIOR APPROVAL OF PUBUC WORKS DEPARTMENT. LU -' 0 :r: z <!~ 2-~~ <{Cl Cl z ~ Vl "CJ VI o::c: QJ QJ ""E "' QJ -' > OJ e ~c. "' E Vl- f I ! 1 I " iE fu " >-< "- 3" MIN. 2' -o" OIA. OPENING 2" CLEAR INSIDE FACE OF M.H. OF 1/4 BAR RINGS, 2" CL OF OPENING & PERIMETER OF SLAB PLAN £. :::.. r.'· ~--.., 1~1 ~~ .1.: .. ·1-.. ~:-· e 6" E.'/1. OR 4X4X'/12DX 'II 20 '/IWF 2" cL BonoM ~2· MAx. :-::-... : MANHOLE FRAME & COVER (STANDARD) a· MIN. 1YP. STANDARD LAMPHOLE 2 . I!! v 2'-o" I· p: / THREADED CLEANOUT FLUSH '/liTH FINISHED SURF ACE v OIA. / v / / / / / v / / / SECTION ALTERNATE SLAB TOP ~t~ ~':.:- ----r':'JL-----"1;>;, MiN. SECTION ADJUSllNG RING -sAME AS STANDARD MANHOLE CONCRETE INVERT -SAME AS STANDARD MANHOLE EXTRA SHALLOW 4'-0" DIA. M.H. CITY SEI'/ER MAIN OUTS\QE DOUBLE CLEANOUI DETAIL NOT TO SCALE NOTE: USE WATER STOP GASKETS AT 1NTERSEC110NS OF PIPES AND MANHOLES. SEE SS-2, FOR A-LOK, Z-LOK LOCAllON 1NFORMA110N. 6" MIN. 1YP. i If. LOI'/ER SEI'/ER If. UPPER SEI'/ER CONSTRUCT SPILLWAY THIS WAY '/!HERE INVERT OF UPPER SEI'/ER IS ABOVE MID HEIGHT OF LOI'/ER SEI'/ER GRANULAR FILL STANDARD INSIDE DROP MANHOLE SECTION 6" MIN. coNe. ENCASEMENT ALL AROUND TO FIRST PIPE JOINT BEYOND TEE STANDARD OUTSIDE DROP MANHOLE -c "' "'" QJ Q) -"'E "' QJ --' > ~ 0 Q) ~ "'C. § E VI- ;;:;jo = = (",.! ..-·I ~1 :::::1 ' ~ 13 "' < ~ ~ " ~ <l 0 <:! ~ ::;. D ~ " l ~ i'; ,. fl. ~ e 9-u ~ ~ . < '" ~ \'; :;j / "' u "! 0 ~ ~ & 9-.:: PAYUNE FOR CONCRETE 24" MIN. SECTIObl "A" A ELEVATION CONCRETE ANCHOR DETAIL CLASS "8" CONCRETE ANCHORS ---- I 7' MAx. SPACING BETWEEN SKIDS I \ FLEXIBLE CASING SEAL BANDED TO CASING TO BE INSTALLED oN CASING & CARRIER PIPE 'II/ STAINLESS coNTINUOUS GRADE & AUGNMENT STIEEL BAND TYPICAL EACH END OF CASING (SEE PLAN SHEEl) SECTION THRU STEEL CASING 14" I.D. STIEEL CASING * (0.18a" WALL) 8" DUCTILE IRON PIPE STAINLESS STIEEL CASING SPACER WITH 1 1/2" WIDE X 12" LONG PLASTIC SKIDS AT QUARTER POINTS SET CONCRETE BLOCKS TO GRADE POUR CONCRETE DIRECTLY AGAINST EXCAVATION OR SET ON CRUSHED ROCK IF REQUIRED FOR STABIUZATION OF WET GRANULAR BEDDING FRONT YIEW OF CASING TRENcH. CONCRETE ENCASEMENT * NOTE: SEE STANDARD SPECIFJCATIONS PAGE,SS-20, SPEC., SS-a.3 b FOR TABLE OF CASING SIZES FOR VARIOUS PIPE SIZES. SE'/(ER REPAIR COUPUNG WITH ADJUSTABLE STAINLESS STEEL SHEAR RING SAW JOINT DETAIL ..;_ 5 w 11. ii: GB8Dl\ll0bj FOB GRAbiU!.8B PASSING PASSING PASSING PASSING PASSING BEQDibj[i Mil TERIAL ASTM STAbiQABD C;23 S!EYE SIZE X EASSih!G 3/4" 90 -100% 1/2" ------ 3/8" 20 -55 % NO.4 0-10% No. 8 0-10% CLAY MATERIAL FOR WATER STOP WHEN IN DIRT, GRADE APPROX. a• WITHOUT GRANULAR MATERIAL & BACK FlLL WITH DIRT (OR CLAY) WHEN IN ROCK, GRADE DITCH APPROX. 8' \11TH DIRT,(OR CLAY) & BACK FlLL WITH DIRT (OR CLAY) WHEN IN WET AREAS PLACE [)ITCH BLOCKS APPROX. 100' APART BETWEEN MANHOLES, IN DRIER AREAS PLACE ONE (1) DITCH BLOCK BETWEEN MANHOLES. WATER STOP DETAIL -I'>II<TII<IC CONCRETE PAVEMENT EXISTING ASPHALTIC PA'I£lAEN1.7 MIN. 2" THICK ASPHALTIC CONCRETE :C, "'"' ' a• PORTLAND CEMENT CONCRETE 1/4 BARS 1 a• 0. C. FOR TRENCHES OVER 3' WlDE -----TAMPED HAND PLACED------ GRANULAR BACKFJLL PATCHING & BACKFILLING . PAVED STREETS COUPLING DETAIL JOIN PIPES IN PROPER AUGNMENT AND FlLL JOINT SO CONCRETE WILL NOT FLOW INTO PIPE DIA. + 1'-o" 2'-o" MIN 1/4 C 12" EACH WAY, EACH FACE CONCRETE COLLAR 1/4 TIES II 1 8" 4-114 EQUAL SPACED EA. FACE 4-1/4 EQUAL SPACED FRONT VIEW CONCRETE PIPE SUPPORT DETAIL SIDE VIEW 'CV> "'~ c: IV IV _,E "' IV --' > ~ 0 IV ~ "' c. § E VI- 4" SCHEDULE 40 P.V.C. AT 50' CENTERS, CUT FLUSH SHOUlDER, FiNISHED GRADE, WITH CONC. FACE SLOPE VARIES OR NATURAL GROUND --(BOTH SIDES) (SEE PLANS) CLEAN CRUSHED STONE (BOTH SIDES) \\1RE MESH FiLTER (BOTH SIDES) TYPICAL FLAT-BOTIOMED DITCH LINER DIMENSIONS: (SEE PLANS) 5" SECllON lHRU LINER r TOE WA~ CONCRETE 1/2" PREMOUlDED EXPANSION JOINT FiLLER 3/4" CHAMFER ALL EXPOSED EDGES -------~:__-1 EXISTING STRUCTllRE~~~/14~B~A~R-~So;:o;:o:='l -:::::.==;-2' -a· L.~~~~--N I CONSTRUCT STANDARD CHA NEL R8NFORCE INTO TOE WALL 1'-o· PAVED CHANNEL MEETING EXIS]NG STIRUCTURE SADDLE BRANCH CORRUGATION SHEET SAME GAGE AS BRANCH PIPE. STA. & DIST. ON PLA SHEET TO THIS POINT COUPUNG BRANCH PIP PLAN VIEW C.M.P. TO c.M.P. EXPANDING GROUT CONC. BRANCH PIPE SHO\\tl IF c.M.P. TRIM TO INSIDE WALL OF MAIN PIPE. I 2' o· to 1st. JOINT I UNLESS PIPE CAN BE ENTERED TO GROUT INSIDE. CONCRETE PIPE OR C,M,p, ON CONCRETE PIPE c l ___'_I 46" TO 90' PAY LENGTH BRANCH PIPE /14 0 18" 2• X 4" SHEAR KEY GRANULAR FiLL SECTION "c" GfNERAL NOTES A MINUS TOLERANCE OF 3 INCHES IN WIDTH AND 112 INCH IN THICKNESS WILL BE PERMITTED. PLUS TOLERANCES ARE NOT UMITED. THE TOE WALL SHALL BE CONSTRUCTED AT OUTLET END OF DITCH UNER AND AT 50-FOOT MAXIMUM SPACING. "SA'/1" JOINTS SHALL BE AT 10 FOOT INTERVALS, AND SEALED AS PER CITY STREET STANDARDS. DISCHARGE INTO SIDE OF CHANNEL END \IJEW DISCHARGE INTO END OF CHANNEL PROFiLE GRADE tllllf:_ SEE PLAN NOTES FOR DIMENSIONs L~LENGTH ALONG CHANNEL RECTANGULAR CONCRETE CHANNEL 6" MIN. ALL AROUND 1 /2" BDL TS AT 6" MAX. SPACING ALL AROUND CONTINUOUS NO DIRECT PAYMENT FOR EXCAVATION NECESSARY TO PLACE RIP-RAP SUP END INSTALL 3" • SLEEVE FOR POSTS, SET POSTS W/EXPANDING GROUl' GRANULAR FiLL SEC]ON "p" NOTES ON BRANCH CONNEC]ONS 1. DETAILS OF LAYOUT, GRANULAR Fill, ETC. AS SHO\\tl FOR C.M.P. ON C.M.P. ARE TYPICAL EXCEPT AS SHO\\tl AND ARE NOT REPEATED ON OTHER DETAILS. 2. ALL BRANCH CONNECTIONS MUST BE STRUCTURALLY SOUND AND WATERTIGHT AND MUST NOT PROJECT PAST INSIDE WALL OF MAIN PIPE. 3. WHERE MAIN AND BRANCH ARE APPROXIMATELY SAME SIZE, FJElD CUT BRANCH CONNECTIONS SHOUlD BE AVOIDED WITH CONCRETE PIPE. 4. FACTORY MADE wYE BRANCHES SHALL BE USED WHEREVER PRACTICABLE. 5. DETAILS FOR ELUPTICAL OR ARCH PIPE SIMILAR TO THOSE SHO\\tl ABOVE FOR ROUND PIPE. GROUND UNE ROCK UNING FOR CULVERT OUTLETS TOE ROQ( FlU. ~tro. UN!HG FOR CONlROL OF \IEI.OCTIES TO 20 FEET PER SECQND ~ DISCHARGE INTO SIDE OF CHANNEL UNE F.lr'~ 24 .. 08 ~1H~ ' ' ' ' ' X 8 ' s ' X ~ ~ """"' ""' 14 ' ' ' 0 ... ll= CHANNEL CROSS SECTION INSTALL INSIDE SLEEVE & SUP JOINT. AT ALL EXPANSION JOINTS r JOINT DETAIL 1-~2._·-::col!."-r----l"!..:'-:.!a,_·_.M"AX."'---+-! WITH 15" MIN. & 24" MAX. SPACING FROM POSTs. (SEE JOINT DETAIL) I VARIES I 3'-6" ••••• ~.-·.·:.· "'··~· •• ~"(... ~~· ,,,,..~ ... <l."l' ' CONCRETE WALL GAl \fAN!Z!NG RAIUNG AND POSTS SHALL BE 1 1/4"1ZfTUBE STEEL (7 GUAGE) OF GOOD COMMERCIAL W!ElDABLE QUAUTY STEEL RAIUNGS AND POSTS SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A-120-84 (HOT DIPPED) ALL JOINTS SHALL BE CONTINOUS WiElDED p;;;v;;;;;;;a MINIMUM U]UTY SETBACK .D.EIA!b ~ ~~ -c::i V> <>:: -ffio c w OJ ~:2: -"' E --'<>:: ::s w > :r:O -0 Ul--w ~ V> c. 1--"' c Ciu "'E !!! "'- :2: • • c , "' RAMP NOTES : 1. CURB CUT RAMPs ARE TO BE LOCA lED AS SHOWN ON THE PLANS OR AS DIREClED BY THE ENGJNEER. 2 RAMPS SHAlL BE PROVIDED AT ALL CORNERS OF STREET lNlERSECllONS \\HERE THERE IS EXISllNG OR PROPOSED SIDEWALK & CURB. RAMPS SHALL ALSO BE PROVIDED AT MID-BLOCK WALK LOCAllONS 3. SIDEWALKS SHALL BE RAMPED \\HERE THE DRIVIE'/IAY CURB IS EXTENDED ACROSS THE WALK. 4. CARE SHALL BE TAKEN TO ASSURE A UNIFORM GRADE ON THE RAMP. FREE OF SAGS & SHORT GRADE CHANGES. 5. IF POSSIBLE. DRAINAGE SllRUCTURES SHOULD NOT BE PLACED IN UNE \\lTH RAMPS. EXCEPT \\HERE EXJSllNG DRAINAGE SllRUCTURES ARE BEING UllUZED IN THE NEW CONSllRUCllON. LOCA llON OF RAMP SHOULD TAKE PRECEDENCE OVER LOCAllON OF DRAINAGE SllRUCTURE. 6. THE NORMAL GUTTER UNE PROF!LE SHALL BE MAINTAINED THROUGH THE AREA OF THE RAMP. 7. CURB RAMPS SHALL HAVE A MINIMUM \\lOTH OF 48 INCHEs. EXCLUSIVE OF FLARED SlOES. THE CURB RAMPs SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 1'12. IN INSTANCES \\HERE AN INTERSECllNG WALK ABUTS THE FlARED SIDE OF A RAMP. THE SLOPE OF THE FLARED SlOE SHALL BE A MAXIMUM OF h 10. B. A LANDING THE \\lOTH OF THE CURB RAMP AND FOUR (4) FEET IN LENGTH SHALL BE CONSllRUClED AT THE TOP OF CURB RAMPS. THE SLOPE OF THE LANDING SHALL NOT EXCEED 2X IN ANY DIRECllON. I ~ ~ ~0. 6 w SlEPS 2 3 4 6 7 8 9 1D 11 12 13 2' 0.18 D,33 D.• O.BB 0.8< ~ .. 0.8D 1--J.46 D.76 M] t.D< 1.28 1.: :1 1--D.31 D. , .. ~ ~ 8' ,Q': "" ~ .. ~~ v I" .; ~ 0 ~c ~ !!! " ~ ... i5 o.! !l! 1-4-BARS AT '< • ABOUT 1 a• ClR. !l' m VARIABLE Y.,DlH •• •• --L--1---1---~ I I I I t __ j_--1----1---~ I I I I I I I I r --t---1---+--~ I I I ;, I I I I II I 'S" RAD. I I I I I ~----~----~-----~----~ I.. f-I I I --l +--1---1---+--+ f4 BARS AT ABOUT 13" CTR. CONCRETE STEP DETAILS H . .!Q. -~ ,87 25 ~ ~ ~ X 0 " X rZ LANDING (2% MAX. SLOPE ANY DIRECllON) SIDEWALK RAMP SIDEWALK NOTES : 1. DETAILS SHOWN ON THIS PLAN APPLY TO ALL CONSllRUCllON OR RECONSllRUCllON OF SllREETS, CURBS OR SIDEWALKS. 2. THE MINIMUM CLEAR \\lOTH OR MINIMUM \\lOTH OF CONllNUOUS PASSAGE ALONG THE LENGTH OF A SIDEWALK SHALL BE 36 INCHES. 3. THE CROSS SLOPE OF A SIDEWALK SHALL BE 2% (1/4" PER 12"). THE 2X SLOPE cAN BE TOWARD THE SllREET OR AWAY FROM THE SllREET AS LONG AS POSlllVE DRAINAGE IS IS MAINTAINED. 4. EXPANSlON JOINTS CONS1SllNG OF 1/2" PR£MOLDED JOINT FlLLER (NONEXllRUDING, TYPE B) SHALL BE PLACED IN SIDEWALKS AS FOLL0'/15' A. IN LONG RUNS, EXPANS10N JOJNTS SHALL BE PLACED AT A MAXJMuM SPACJNG OF 400'. B. AT SIDEWALK JUNC110NS AS SHOWN IN TYPICAL PLAN. c. \\HERE THE END OF THE S1DEWALK ABUTS A CURB. D. \\HERE THE SlDEWALK IS PARALLEL & ADJACENT TO A RIGID SllRUCTURE. 6" 6FT. <1 l· .. <1 "" .. <1 .. .. <1 I •. J NOTE: SECTioN TO BE PAID BY LF. CURB OF ~QNOUlHIC CURB IN PLACE. SIDEWALK WITH MONOLITHIC CURB "CVl "'E QJ QJ -><E "' QJ --' > w e ~ c. ::s E VJ-