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HomeMy WebLinkAboutPlans Applicant 5/26/2023LANE COUNTY DEPARTMENT OF PUBLIC WORKS PLANS FOR PROPOSED PROJECT GRADING, DRAINAGE, STRUCTURE, PAVING, CURB RAMPS, SIGNING, ILLUMINATION AND ROADSIDE DEVELOPMENT LAURA STREET UPGRADE LANE COUNTY, DECEMBER 2023 OVERALL LENGTH OF PROJECT: 0.31 MILES E ]BMI: 12/31/2029 DATE FED. AID NO. KN END OF PR STA 33 - FED. AID NO. KN START OF PR STA 16 - SCALE: N.T.S. RDA9ON APPR'D LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY TITLE SHEET THESE PIANS MME DEVELOPED USING AASHTO DESIGN STANDARDS. EXCEPTIONS TO THESE STANDARDS, F ANN, HAVE BEEN SUBMITTEDAND APPROVED BY THE COUNTY ENGINEER APPROVING AURIORTY: SIGN4NREANDDATE PRINT NAME AND PRE Halpe N PL EAI HU Pet' — RE R` s s. trmrva,C sueuq .;ia Ri ellie Inc. ,,J— ...,.,.Np...an rR. sm DE9GNEP:HHPP RNIEWER: BIB CHEIXER: N4W DRAFTER: HHPP DATE SHEET SNEETNo. m/18/2M3 0l of vL qpl EWII : 12/91/2029 DATE RENvoN BC03 SHEETINDEX SHEET NUMBER SHEETTITLE A01 TITLESHEET A02 SHEETINDEX A03 DRAWING LEGENDANDNOTES ABO3 PLAN SHEET LAYOUT ADOI ROW IMPACT MAP AD02 ROW IMPACT MAP AD03 ROW IMPACT MAP AE01 ROADWAY GEOMETRY PLAN AE02 ROADWAY GEOMETRY PLAN AF01 PAVING AND SCORI NG PLAN AF02 PAVING AND SCORI NG PLAN BA01 TYPICALSECTIONS M02 TYPICALSECTIONS BB01 DETAILS BB02 DETAILS BB03 DETAILS BB04 DETAILS BROS DETAILS BROS DETAILS BBO] DETAILS BBOR DETAILS BBO9 DETAILS BB10 DETAILS BB11 DETAILS BB12 DETAILS BB13 DETAILS BB14 DETAILS 8815 DETAILS BB16 DETAILS BB17 DETAILS BB18 DETAILS BB19 DETAILS BB20 DETAILS BB21 DETAILS BB22 DETAILS 3001 CURB RETURN DETAILS BCO2 CURB RETURN DETAILS EWII : 12/91/2029 DATE RENvoN BC03 CURB RETURN DETAILS BC04 CURB RETURN DETAILS BC05 CURB RETURN DETAILS BC06 CURB RETURN DETAILS BC07 CURB RETURN DETAILS BOOR CURB RETURN DETAILS BDO1 DRIVEWAY PLAN BD02 DRIVEWAY PLAN BD03 DRIVEWAY PLAN BDO4 DRIVEWAY PLAN BOOS DRIVEWAY PLAN RUDE DRIVEWAY PLAN BDO] DRIVEWAY PLAN RUDE DRIVEWAY PLAN BDO9 DRIVEWAY PLAN BD10 DRIVEWAY PLAN BDll DRIVEWAY PLAN BD12 DRIVEWAY PLAN BD13 DRIVEWAY PLAN BD14 DRIVEWAY PLAN BE01 SIDEWALK CONNECTION DETAIL BE02 SIDEWALK CONNECTION DETAIL BE03 SIDEWALK CONNECTION DETAIL BE04 SIDEWALK CONNECTION DETAIL COl GENERALCONSTRUCTION PLAN COLA ROADWAY CENTERLINE AND CURB GUTTER PROFILES CO2 GENERALCONSTRUCTION PLAN CO2A ROADWAY CENTERLINE AND CURB GUTTER PROFILES CO3 GENERALCONSTRUCTION PLAN CO3A ROADWAY CENTERLINE AND CURB GUTTER PROFILES C04 GENERALCONSTRUCTION PLAN C04A ROADWAY CENTERLINE AND CURB GUTTER PROFILES DOS DRAINAGE & UTILITIES PLAN MIA DRAINAGE& UTILITIES PROFILE D02 DRAINAGE & UTILITIES PIAN D02A DRAINAGE& UTILITIES PROFILE D03 DRAINAGE & UTILITIES PIAN D04 DRAINAGE & UTILITIES PIAN E01 TEMPORARY TRAFFIC DETAILS APPR'D LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY SHEETINDEX E02 ADVANCED SIGNING PLAN- PHASEI E03 ADVANCED SIGNING PLAIN - PHASE 2 E04 TEMPORARY TRAFFIC CONTROL- PHASEI E05 TEMPORARY TRAFFIC CONTROL- PHASE 2 FA01 PLANT UST, BID ITEMS &NOTES FA02 STORMWATER PLANTER MATRIX FA03 PLANTING DETAILS FA04 PLANTING DETAILS FA05 PLANTING PLAN FA06 PLANTING PLAN FAO] CULVERTPLANTING PLAN FBO1 EROSION CONTROL PLAN FB02 EROSION CONTROL PLAN FB03 EROSION CONTROL PLAN FBO4 EROSION CONTROL PLAN ENDS EROSION CONTROL DETAILS TRES EROSION CONTROL DETAILS FRO] EROSION CONTROL DETAILS HB01 CULVERT PLAN AND PROFILE HD01 TEMPORARY WATER MANAGEMENT PLAN HD02 TEMPORARY WATER MANAGEMENT DETAILS IR01 IRRIGATION LEGEND & NOTES IR02 IRRIGATION DETAILS IR03 IRRIGATION DETAILS IR04 IRRIGATION PLAN IR05 IRRIGATION PLAN Q01 SIGNING AND STRIPING PLAN Q02 SIGNING AND STRIPING PLAN Q03 SIGNING LEGEND Q04 SIGN & DATA POST TABLE X01 CROSSSECTIONS X02 CROSSSECTIONS X03 CROSSSECTIONS X04 CROSSSECTIONS X05 CROSSSECTIONS I DEQ 1200 -CA PERMIT DRAWINGS TO BE INCORPORATED INTO THE 90% DESIGN PLAN SET I DESIGNER: HHPP I REVIEWER: BTB DATESHEET 00/18/1023 02 or III SHEET NO. GENERAL NOTES 1. LEN GTHS ON RADI US DIMS= ARC LENGTH 2. CONTRACTOR TO FIELDVERIFY THAT ALL DIMENSIONS AND SLOPES MEET ADA STANDARDS PRIOR TO CONCRETE PLACEMENT; UPON DISCOVERY IMMEDIATELY NOTIFY THE ENGINEER OF ANY NOWCOMPUANTAREAS 3. CONTRACTOR TO NOTI FY ENGIN EER IF EXIST NG G RADE ELEVATIONS ON SITE DIFFER SUCH THAT MATCHING EXISTING ELEVATIONS CREATES SEVERE SLOPES, ADVERSE DRAINAGE, OR AFFECTS PROPOSED DESIGN INTENTION. 4. ALLCURBS TO HAVE 6" REVEAL UNLESS OTHERWISE NOTED. 5. CONSTRUCT ADA RAMPS PER ODOTSTANDARD DRAWINGS RD902, RD905, RD910, AND RD912 AS SHOWN ON'BB' SHEET SERIES. 6. CONTRACTOR TO RECONSTRUCT EXISTING SANITARY SEWER LATERALS THAT CONFUCT WITH PROPOSED STORM SEWER DESIGN PER PROJECT SPECIFICATIONS AND BIDSCHEDULE. ]. CONTRACTOR TO NOTIFY ENGINEER OF ANY EXISTING WATER SERVICE CONFUCTS WITH THE PROPOSED STORM SEWER. SUB WATER AND RAINBOW WATER DISTRICT WILL ADJUST THE WATER SERVICE ACCORDINGLY. EXPHUSS: 12/91/2029 DATE ABBREVIATIONS DRAWING LEGEND AT 1"=40' SCALE AC ASPHALTCONCRETE — — — — — — — EX EASEMENT STM EX STORM LINE AD AREA DRAIN — — EX RIGHT -OF -WAV SAu EXSANITARVLINE AGG AGGREGATE — — PROP RIGHT-OF-WAY w EX WATER UNE ASPH ASPHALT — — EX PROPERTY UNE c EX GAS UNE BC BOTTOM OF CURB CB CATCH BASIN — — — — — — — TEMPCONSTRUCTION EASEMENT T•I EXTELEPHONELINE CL CENTERLINE —x x— EX FENCE ow EXOVERHEADWIRE CO CLEANOUT —x x— PROP FENCE CONIC CONCRETE — — — — SAWCUTUNE 4 EXSIGN DW DRIVEWAY �STM— PROP STORM PIPE ® EX POWER METER EG EXISTING GRADE —% i- PROP SWALE o EX POWER POLE ELEV ELEVATION T EX EP EDGE OF PAVEMENT X EX LIGHT POLE ESMT EASEMENT ® PROP STORM MANHOLE EX EXISTING PROP AREA DRAINE%MAILBOX FG FINISHED GRADE • PROP CATCH BASIN � EXTELVAULT G GUTTER ® . EX TEL RISER IE I NVERT ELEVATION PROP CURB INLET Q EX SANITARY MANHOLE IP INLET PROTECTION PROP IN LET PROTECTION MH MANHOLE PROPMAILBOX SD EX STORM MANHOLE OFF OFFSET ❑ EX CU RB INLET PROP PROPOSED PROPASPHALT a EX FIRE HYDRANT RIM RIM GRADE OF STRUCTURE ME DETECTABLE WARNING STRIP ® EX WATER VALVE ROW RIGHT OF WAY © EX WATER METER SD STORM DRAIN PROPCONCRETE SF SEDIMENT FENCE D EXCONCRETE EX WATER VAULT SS SANITARVSEWER PROPGRAVEL -0 EX GAS VALVE STA STATION Q EXGRAVEL SW SIDEWALK TC TOP OF CURB TEE TEMPORARY CONSTRUCTION EASEMENT _)DOJ_ PROPOSED SO RFACE CONTOUR TEMP TEMPORARY — —XXX— — EXISTING SURFACE CONTOUR TVP TYPICAL EXISTING TREE TO BE REMOVED UTIL UTIUTV ! EXISTING TREE TO REMAIN COCKDC1OOO SEDIMENT CONTROL WATTLE BARRIER TREE PROTECTION FENCING REVI9ON APPR'D 1LAURA STREET UPGRADE HOIp SPRINGFIELD, OREGON Ri LANE COUNTY )MGNER: HHPR CHEIXER: N4W DRAWING LEGEND AND NOTES ouN ./18/2023 REVIEWER: RJR SHEET I SHEET NO, 03 OT III A03 I i =o 114, o o =o rLI �- � d I 17+00 18+00 19+00 20«00 - 12i+dq J SEE SHEET 111301 CULVERT PLAN PROFILE EXPIItFS: 12/91/2029 C01, C01A, D01, D01A, E04, FA05, FB01, IR04, Q01 CO2, CO2A, D02, D02A, E04, FA05, FB02, IR04, Q01 CO3, CO3A, D03, E05, FA06, FB03, IR05, Q02 C04, C04A, D04, E05, FA06, FB04, IR05, Q02 DATE REVISION APPNo LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY PLAN SHEET LAYOUT DESIGNED:HHPP REVIEWER: RJR CHEIXEP: N4W [PASTER: HHPR DATESHEET sHEEr wo. m/1g�zaz3 a or u1 qg0] 0 2080 LAURA ST 2110 -AURA 32710ST 2350 LAURA ST 2350 LAURA ST 1]032] 1]032]10 PROPOSED TCE, TYP. ¢ 1]032]11 1]032]11 TAX Lor 1'0'900 TAX LOT 4300 a TAX LOT 2100 TAX LOT 2200 EXISTING PROPERTY UNE, TY N I PROPOSED R/W, NP. EXISTING R/W,TYP. O EXISTING R/W, NP. Q X; rEff, W <n -- O 0 0 0 20,00 21+00 22+00 23+00 LAURA ST N 24+00 25 N CITY OF SPRINGFIELD LIMITS, TYP. F CITY OF SPRINGFIELD — — v . — — h LANE COUNTY W _ Z_ DG7�lO wd��T�d J PROPOSED R/W, TYP. d FEASTNG R/W, TVP. PROPOSEDTCE, TYP. 2095 LAURA ST 2103 LAURA ST 2103 LAURA ST 2133 LAURA ST 2143 LAURA ST 2155 LAURA ST 21451AURAST 1]032]10 1]032]10 1 1]032]10 1 1]032]11 1]032]11 1]032]11 1]032]11 TAX LOT 2117 TAX LOT 2002 TAX LOT 1900 TAX LOT 2000 TAX LOT 1900 TAX LOT 1800 TAX LOT 1700 EXISTING PROPERTY UN E, TYP. EXISTING PUBLIC EASEMENT, TYP. EXISTING PROPERTY UNE, TVP. I I EXPlR6: 12/31/2029 PROPERTY PROPOSED TCE AREA (SF) PROPOSED ROW AREA (SF) 2110 LAURA ST 420 1045 2150 LAURA ST 1858 0 2145 LAURA ST 240 112 2155 LAURA ST 800 858 2143 LAURA ST 646 165 2133 LAURA ST 430 132 2301 LAURA ST (1900) 707 142 2101 LAURA ST (2002) 110 0 DATE RN19ON APPR'D LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY ROW I M PACT MAP Im—i7-11\10 PROPOSED ROW ® PROPOSED TCE NOTE TO REVIEWER: ROW IMPACT MAPS TO BE REMOVED PRIOR TO FINAL PLANS SUBMITTAL DESIGNER: HHPR CHEIXER: .W DATE 0/18/2023 o a a m uue:r=av REVIEWER: RIR DRAFTER: HHPR SHEETSHEET NO. os or v1 App] EXISTING PROPERTY LINE, TYP. LAURA ST 1]032] TAX11 TAX LOT 2300 EXISTING PUBUC EASEMENT, TYP. EXISTING PROPERTY LINE, TVP. 21 11 ST 170327LOT 24 11 TAX LOT 2400 PROPOSED TCE, TYP. PROPOSED R/W, TVP. EXISTING EXISTING R/W,TY� 363 UNDALE DR 1]032]11 TAX LOT 2500 LAURA ST 26«00 27400 28+00 29+00 —CIN OF SPRINGFIELD LIMITS, TYP CITY OFSPRINGFIELD —- LANECOUNTY CITY OF SPRINGFIELD LIMITS, TYP.� — ti QED PAO 77 2 � l ON 4N. .i. 20�, e4gUJ. BPPMP? EXPII26: 12/31/2029 PROPERTY PROPOSED TCE AREA (SF) EXISTING R/W, NP. J / / 2186 LAURA ST 1890 208 363 LINDALE DR 272 24 198 PRASAD CT 393 210 195 PRASAD CT 366 200 2211 LAURA ST SEE AD03 SEEAD03 2161 LAURA ST 1261 PROPOSED R/W, TYP. 2363 LAURA ST 195 PRASAD Cr p 198 PRASAD CT 1]032]11 PROPOSED TCE, TVP. 1]032]11 Q 1]032]11 TAX LOT 1300 TAX LOT 3500Q TAX LOT 3000 EXIST NG PROPERTY U NE, TYP. �IEXISTING PUBUC EASEMENT, TYP. ti QED PAO 77 2 � l ON 4N. .i. 20�, e4gUJ. BPPMP? EXPII26: 12/31/2029 PROPERTY PROPOSED TCE AREA (SF) PROPOSED ROW AREA (SF) 2186 LAURA ST 1890 208 363 LINDALE DR 272 24 198 PRASAD CT 393 210 195 PRASAD CT 366 200 2211 LAURA ST SEE AD03 SEEAD03 2161 LAURA ST 1261 1330 DATE REVISION APPR'D LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY ROW I M PACT MAP H LANE COUNTY CITY OF SPRINGFIELD PROPOSED R/W, NP. PROPOSEDTCE,TYP. EXISTING R/W, TYP. 2211 LAURA ST 1]032]11 TAX LOT 1100 LEGEND PROPOSED ROW ® PROPOSED TCE NOTETO REVIEWER. ROW IMPACT MAPSTO BE REMOVED PRIOR TO FINAL PLANS SUBMITTAL DESIGNER: HHPP CHEIXEP: N4W DATE m/iN2023 m REVIEWER: R1R [PASTER: HHPP SHEEP SHEET NO. D6 of 111 AD02 D[ EXISTING PROPERTY UNE, TYP. 0 w 1- 363 aha 363 UNDALE DR 0 2300IAURAST 2320IAURA ST 460 UNDALE DR K 17032711 z 17032711 17032711 17032711 m TAX LOT 2500 J I TAX LOT 2600 TAX LOT 2700 TAX LOT 2800 g PROPOSED TCE, TYP. N PROPOSEDR/W,TYP. O EXISTING R/W, TYP. 0 Lu W q u E p H yZLO- - — — — — O CIN OF SPRINGFIELD LIMITS, TYP. O + LAURA ST O 00 31+00 32+00 33+00 f 34+00 35+00 F V% CITVOF SPRINGFIELD UMITS,NP. W LANE COUNTY J ? iJJTrJT.f--- TCITYOF 3PRMGFIELDD — � (LLL/1/a �r�P.2345 PROPOSEDTCE,NP. PROPOSEDR/WTY2211 (AURA ST EXISTING R/W,URA ST 17032711 17032711 TAX LOT 1100 TAX LOT 1000 EXISTING PROPERTY LINE, TYP. EIO'I56: 12/31/2029 PROPERTY PROPOSED TCE AREA (SF) PROPOSED ROW AREA (SF) 2300 LAURA ST 944 353 2320 LAURA ST 629 404 460 LIN DALE DR 128 0 2345 LAURA ST 727 932 2211 LAURA ST 453 0 DATE REVISION APPN'D LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY ROW I M PACT MAP LEGEND PROPOSED ROW ® PROPOSED TCE o a a m NOTE TO REVIEWER: ROW IMPACT MAPS TO BE REMOVED PRIOR TO FINAL PLANS SUBMITTAL DESIGNED:HHPP REVIEWER: BIB CHEIXER: .W DRAFTER: HHPP DATE " ' EEE sIN�EEMT No. 00/1$/1023 1 D7 OF III " B P 0o i® sins. r=w EXP]RMR 12/91/2029 i I Z3023COTT3 GLEN DR !7 STA: r O 17.98.43,23.45- L rSTA : 18+86.1.4,23.35'L LAURA ST STA: 20«90.22, 28.]0' L 2110 LAURA ST Lu A: 18103.43,23.50' L llll PI STA: 20«80.38, 23.00'L W m — — — — — — — — — — — — — J PI STA: 20«71.10 17+00 18+00 19+00 20+00 STA: 20+63.10 NO' OS' 05.61"W _ _ T 2071.10' PI STA: 20+67.83, 23.00'R LAURA ST STA:20+25.67,26.81'R—\ FF 2053 LAURA ST I d 2095 LAURA ST 2101 LAURA ST I 'TA W L W O PT STA: 22+49.94, 53.10' L PCSTA:22+7/70, 52.68' L N O oV7 Q 2150 LAURA ST 2150 LAURA ST 2150 LAURA ST 21+00 m } � PI STA: 24+]2.82, 23.00' L r Q R=30.00 n N d LuW F _ _ _ _ _ _ _ _ _ _ _ _ _ W W y h Z J _ 2 o STA: 20+42.28, 26.]2' R F 2101 LAURA ST I 'TA W 2110LAURAST PT STA: 22+49.94, 53.10' L PCSTA:22+7/70, 52.68' L N 0 Q 2150 LAURA ST 2150 LAURA ST 2150 LAURA ST W m PI STA: 24+]2.82, 23.00' L Q Q R=30.00 n R=30.00 LuW W _ _ _ _ _ _ _ _ _ _ _ _ _ W y h o 0 0 PC STA 22+19.94, 2299' L PT STA'. 23+0621, 22.98' L C N o PISTA: 24+]2.82 + + NO°01'44.91"W 22+00 e 23+00 p NP �35 25+~002 26 NQ 226.65' ~ Q PI STA: 22+98.40, 23.0'R STA22+97.74 LAURA ST 175.08 PI STA'. 24+]2.82, 23.00' R No F F CITY OF SPRINGFIELD (n V% LANEGOUTYN —. W W Z J 2Lj U F OF SPRINGFIELD LIMITS Q QCITY 2101 LAURA ST 2133 LAURA ST 2143 LAURA ST 2155 LAURA ST LAURA ST 2181 LAURA ST DATE REV19ON APPR'D HaJa` LAURA STREET UPGRADE [ci SURVEYOR fe� HouCPem,Nc" a `seSi sE,, Ri meoa SPRINGFIELD, OREGON ellislnc. ..,, uSS..—m: wa.ay.ir. LANE COUNTY DE9GNER: HHPP REVIEWER: RJR CHECKER: N4W DRAETEP: HHPR ROADWAY GEOMETRY PLAN ouN DATE E ETNO. 04/18/202304/18/2023ce of III AE01 EIIPH S: 12/91/2029 I 0. CITY OF SPRINGFIELD LIMITS 333 LINDALE DR f -PI STA: 28+83.13, 23.00'L PI STA 28+83.13 1 1 PI STA 28+13.10 LAURA ST - 21+00 28+00 SNI° 3558.-46'W_ � ]0.03' PI STA: 28+13.10,23.00' R STA: 28+80.92, 23.00' R LANE PRI N FI _ \ CITY OF SPRINGFIELD T:2]+J8.B4-23.00'R ` CITY OF SPRI NGFIELD U MI TSI )CR=p2T0S00' STA: 28+40.58,27.99- R STA: 27+58.84,56.01- R 198 PRASAD CT 2211 LAURA ST I 30+86.67,59."'L I STA: 30+86.69,42.97'L =20.00 2300 LAURA ST I 2320 LAURA ST I 480 LINDALE DR PT STA: 31,06.69,23.00'L PI STA: 32+22.49, 23.00' L PC ' W 50.62' L p > I I � 2188 LAURA ST m43.03'L r II O 363 LINDALE Z DR W W W Q (0 CITY OF SPRINGF W LANECOUN — — Q 31+00 W O '^ 33+00 a -STA.33+23.4] 440.15' STA: 30+32.69, 23.00 L N o M b OI d T(AURA ST- CL STA: 27,45.12 PRIMAL) CT- CL STA: 50+00.0.00 p 00 NO°01'3720"1�a 27+00 — 340.29' PC STA 2J+11.18, 23.00' R ci F W J R=20.00 _ p F PTS TA: 27+31.18, 43.00'R N I Q - STA: 2]+31.18, 55.95' R d 2131 LAURA STI i I 195 PRASAD CT I I I 0. CITY OF SPRINGFIELD LIMITS 333 LINDALE DR f -PI STA: 28+83.13, 23.00'L PI STA 28+83.13 1 1 PI STA 28+13.10 LAURA ST - 21+00 28+00 SNI° 3558.-46'W_ � ]0.03' PI STA: 28+13.10,23.00' R STA: 28+80.92, 23.00' R LANE PRI N FI _ \ CITY OF SPRINGFIELD T:2]+J8.B4-23.00'R ` CITY OF SPRI NGFIELD U MI TSI )CR=p2T0S00' STA: 28+40.58,27.99- R STA: 27+58.84,56.01- R 198 PRASAD CT 2211 LAURA ST I 30+86.67,59."'L I STA: 30+86.69,42.97'L =20.00 2300 LAURA ST I 2320 LAURA ST I 480 LINDALE DR PT STA: 31,06.69,23.00'L PI STA: 32+22.49, 23.00' L PC STA: 30+52.68, W 50.62' L p > PT STA: 30+52.69, m43.03'L Q 363 LINDALE Z DR W W (0 CITY OF SPRINGF O LANECOUN O Q 31+00 LAURA ST 32+00 O '^ 33+00 a -STA.33+23.4] 440.15' STA: 30+32.69, 23.00 L O o M b d DD Ir W I 0. CITY OF SPRINGFIELD LIMITS 333 LINDALE DR f -PI STA: 28+83.13, 23.00'L PI STA 28+83.13 1 1 PI STA 28+13.10 LAURA ST - 21+00 28+00 SNI° 3558.-46'W_ � ]0.03' PI STA: 28+13.10,23.00' R STA: 28+80.92, 23.00' R LANE PRI N FI _ \ CITY OF SPRINGFIELD T:2]+J8.B4-23.00'R ` CITY OF SPRI NGFIELD U MI TSI )CR=p2T0S00' STA: 28+40.58,27.99- R STA: 27+58.84,56.01- R 198 PRASAD CT 2211 LAURA ST I 30+86.67,59."'L I STA: 30+86.69,42.97'L =20.00 2300 LAURA ST I 2320 LAURA ST I 480 LINDALE DR PT STA: 31,06.69,23.00'L PI STA: 32+22.49, 23.00' L PC STA: 33+25.03 AUM ST- CL STA: 30+611.35 = R-20.00 UNOALE =18OR STA: 50+00.00 PI STA: 32+92.51, 25.11'L Q 31+00 LAURA ST 32+00 NO°01'3).20"W '^ 33+00 a -STA.33+23.4] 440.15' STA: 30+32.69, 23.00 L STA: 31+96.47, 23.10' R� o STA: 3#31.2 � Ir 2211 LAURA ST D — — — — UMITS `LAURA ST DATE REV19ON APPN'D LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY ROADWAY GEOMETRY PLAN 34+ OC46NER: HHPP REVIEWER: RJR CHEIXER: N4W DRAETEP: HHPR DATE SHEET SHEET no. m/18/1@3 09 or vT AE02 GENERAL NOTES: — — — - - { v OSAWCUTE%ISTD OCONSTRUCT THIS CONCRETE JOINTING PLAN IS SCHEMATIC. 0 CONTRACTOR TO SUBMIT PCC JOINT PLAN FOR w REVIEW AND APPROVAL PRIOR TO THE START OF ROADWAY CONSTRUCTION. JOINTING PATTERN U' SHALL BE STAKED PRIOR TO CURB PORTLAND CEMENT CONSTRUCTION. 0 20s3 LAURA ST u PROVIDE FULL BOX -OUT VOTH ISOLATION JOINT TRANSITION PER DETAIL ON SHEET FOR IN -PAVEMENT MANHOLES. SEE MANHOLE COLLAR DETAIL ON SHEET 8812 W TYPICAL TRAVERSE JOINT SKEW DIMENSION TO BE 5DEGREES. OCONSTRUCT SEE SHEET 8811 FOR DOWEL, TIE BAR, AND O ISOLATION JOINT DETAILS. DOWEL BARS AND DETAILON SHEET BB12. BASKETS ARE TO BE PLACED CENTER ON AND PERPENDICULAR TO THE TRANSVERSE JOINTS i 3023COTT3 GLEN DR I 2080 LAURA ST 17,W T^ �— 18+00 — — — — J 19+00 20+00 — — — I — T — i — i — LAURA ST CONSTRUCTION NOTES: — — — - - { v OSAWCUTE%ISTD OCONSTRUCT PORTLAND CEMENT l — TE AND REMOVE AS REMOVE W DETAILON SHEET BRIJ W REQUIRED REQUIRED EOR PROPOSED PORTLAND CEMENT (Il 20s3 LAURA ST IMPROVEMENTS. TRANSITION PER DETAIL ON SHEET OCONSTRUCT ASPHALT ROADWAY BB12. o® sins.T=ev ]S)[PRi6: 12/91/2029 a - W W rn 0 0 N F W z J 2 U a 2 K 2110 LAURA S]I O SECTION PER DETAILON SHEET BRIJ J OCONSTRUCT PORTLAND CEMENT W m — CONCRETE ROADWAY SECTION PER W DETAILON SHEET BRIJ W OCONSTRUCT PORTLAND CEMENT (Il CONCRETE TO ASPHALT PAVEMENT ©TYP TRANSITION PER DETAIL ON SHEET BB12. W > OCONSTRUCT MANHOLE COLLAR PER O �lmm■■%EMINI■■��■������f� DETAILON SHEET BB12. m o® sins.T=ev ]S)[PRi6: 12/91/2029 a - W W rn 0 0 N F W z J 2 U a 2 K 2110 LAURA S]I O H r 1 Q F y O W _t; -- - U .. — .. — F 2 3 rvP Q > 209s LAURA ST r01 LAURA ST O J 5 TYP W m — — W ® 0 W IE (Il H r 1 Q F y O W _t; -- - U .. — .. — F 2 3 rvP Q > 209s LAURA ST r01 LAURA ST O ® 0 I © IE H r 1 Q F y O W _t; -- - U .. — .. — F 2 3 rvP Q > 209s LAURA ST r01 LAURA ST DATE REVISION APPP'D LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY PAVING AND SCORING PLAN 2 DESIGNED: HHPP REVIEWER: RJR CHECIER: N W DRABEP: HHPP DATE SHEERSHEET No. m/18/2023 10 or v1 AF01 O ® 0 I © ©TYP �lmm■■%EMINI■■��■������f� �rrrrr■��r•+rwwr��r��rrrr����rrrworr® rrir�wrrr i�rrrrrrr���irwwmwwr��rrrr��r�rrrwwrrrrrrr��wrr� I��■���!!� 1����®��1�■Si�l��®[M■EUili�■� Iii\®IIi��IpI,IIi� �■�!�■■■ !�'�P■IIIIIIIIIIII�'!R■ �Dilrr-� D __ ��' ■■■■��d� - CEFY PRIOR TO 90% DEIGN DATE REVISION APPP'D LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY PAVING AND SCORING PLAN 2 DESIGNED: HHPP REVIEWER: RJR CHECIER: N W DRABEP: HHPP DATE SHEERSHEET No. m/18/2023 10 or v1 AF01 GENERAL NOTES: THIS CONCRETE JOINTING PLAN IS SCHEMATIC. CONTRACTOR TO SUBMIT PCC JOINT PLAN FOR REVIEW AND APPROVAL PRIOR TO THE START OF ROADWAY CONSTRUCTION. JOINTING PATTERN SHALL BE STAKED PRIOR TO CURB CONSTRUCTION. PROVIDE FULL BOX -OUT WITH ISOLATION JOINT FOR IN -PAVEMENT MANHOLES. SEE MANHOLE COLLAR DETAIL ON SHEET 8812 TYPICAL TRAVERSE JOINT SKEW DIMENSION TO BE 5 DEGREES. SEE SHEET 8811 FOR DOWEL, TIE BAR, AND ISOLATION JOINT DETAILS. DOWEL BARS AND BASKETS ARE TO BE PLACED CENTER ON AND PERPENDICULAR TO THE TRANSVERSE JOINTS, CONSTRUCTION NOTES: OSAWCUT EXIST) NO ASPHALT AND/OR CONCRETE AND REMOVE AS REQUIRED FOR PROPOSED IMPROVEMENTS. O2 CONSTRUCT ASPHALT ROADWAY SECTION PER DETAILON SHEET BRIJ QCONSTRUCT PORTLAND CEMENT CONCRETE ROADWAY SECTION PER DETAILON SHEET BRIJ O4 CONSTRUCT PORTLAND CEMENT CON CRETE TO ASPHALT PAVEMENT TRANSITION PER DETAIL ON SHEET BB12. OCONSTRUCT MANHOLE COLLAR PER DETAILON SHEET BB12. EI[PTR6: 12/91/2029 DATE 2 21 2211 LAURA ST �5 REVISION a I I 2300 LAURA ST I REVIEW SCORING SKEW WITH CITY PRIOR TO 90% DESIGN 1 2320 LAURA ST REVIEWEXISTING DRIVEWAYJOINT TYP LOCATONSWITH 131J 2345 LAURA ST PROPOSEDJOINTS APPRD LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY PAVING AND SCORING PLAN E41-1XIN•ETq•T9 33f)0 — 31+ I DE9GNER: Lf, REVIEWER: RJR CHEIXER: N4W DRAFTER: HIRER DATEsHEEr f- /18/2E23 HEETNo. m/1QhD23 a of vE AF02 r:I:MCIN:LRY• • •..,-. ... .a FT3I�IPI•L1ai•l:a Mal ��1l !■�4■■■■G 9I�®�� ��a� '\�■tel 1 6�l1Ma1 O © Q i Q '.•.'.. 21 2211 LAURA ST �5 REVISION a I I 2300 LAURA ST I REVIEW SCORING SKEW WITH CITY PRIOR TO 90% DESIGN 1 2320 LAURA ST REVIEWEXISTING DRIVEWAYJOINT TYP LOCATONSWITH 131J 2345 LAURA ST PROPOSEDJOINTS APPRD LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY PAVING AND SCORING PLAN E41-1XIN•ETq•T9 33f)0 — 31+ I DE9GNER: Lf, REVIEWER: RJR CHEIXER: N4W DRAFTER: HIRER DATEsHEEr f- /18/2E23 HEETNo. m/1QhD23 a of vE AF02 Mal i 21 2211 LAURA ST �5 REVISION a I I 2300 LAURA ST I REVIEW SCORING SKEW WITH CITY PRIOR TO 90% DESIGN 1 2320 LAURA ST REVIEWEXISTING DRIVEWAYJOINT TYP LOCATONSWITH 131J 2345 LAURA ST PROPOSEDJOINTS APPRD LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY PAVING AND SCORING PLAN E41-1XIN•ETq•T9 33f)0 — 31+ I DE9GNER: Lf, REVIEWER: RJR CHEIXER: N4W DRAFTER: HIRER DATEsHEEr f- /18/2E23 HEETNo. m/1QhD23 a of vE AF02 EXISTING R.O.W. 5.5' SAWCUT 4.5' 4.5' I 4.5' j BIKE (THICNESSVARIES) PAVEMENT IAN, SAWTEXISTI,S) �_ 4 VARIES EXISTING CONCRETE SIDEWALK�� MODIFIED FLOW THROUGH SWALE PER DEEP DEEPENED CURB AND GUTTER SEE DETAIL THIS SHEET ASPHALT ROADWAY SECTION PER DETAIL SHEET BB08 LAURA TYPICAL SECTION - WEST SIDE SWALE STA 16+74.27 TO 18+86.14 N.T.S. VARIES (63.5'-80') PROPOSED R.O.W. VARIES 0.5' 3.0' 2.0' 6'F 12' 6' 5' BIKE 11' PNU WAY LEFT 11' BIKE IN� TRAVEL IANE� TRAVEL IANE� LANE TURN LANE LANE 3H:IV MAX. 1.5% 3 VARIES VARIES (CUTOR FILL) 1 1-5% STANDARD CONCRETE SIDE NALK/ > SEEEDETAIL FLOW 8908 T� FLOW THROUGH SWALE /� /.��- PERDETAILSHEETB234 ���� ����� STAN DARD CURB AND GUTTER O/T SEE DETAIL SHEET 8906 CONCRETE SECTION PER DETAI L SHEET BROS LAURA TYPICAL SECTION - SEPARATED SIDEWALK STA 20+71.10 TO 26+11.60, STA 26+91.75 TO 28+78.06 (WEST SIDE) STA 23+51.08 TO 26+47.60, STA 28+20.58 TO 28+78.06 (EAST SIDE) N.T.S. EKP: 12/31/2029 DATE REV19ON AFFN'D LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY TYPICAL SECTIONS 1" 6' }"RADIUS (T V. 6.. J 4.0%SLOPE a 12" 12" °a 24" DEEPENED CURB & GUTTER NTS DEEPENED SIDEWALK 4.6 4.5 CURBAND 4 GUTTER PER THIS SHEET 6" BENCH FOR SIDEWALK �� •N"' CONSTRUCTION EXCAVATION AT 2:16" BENCH FOR CURB CONSTRUCTION 18" GROWING MEDIUM EXCAVATION AT 2'. 1 WATERPROOF LINER 30 MIL (SEE TA" SHEETS FOR PVC HDPE OR EQUIVALENT DETAILS) NATIVE EXTENDED TO BOTTOM OF SOIL EXCAVATION MODIFIED FLOW THROUGH SWALE SECTION NTS PROPOSED R.O.W I �T''w 3H:SV MAX. 1� (CUT OR FILL) STANDARD CONCRETE SI DEWALK SEE DETAI L SHEET BB08 FLOW THROUGH SWALE SEE DETAI L SHEET BB14 STANDARD CURB AND GUTTER SEE DETAIL SHEET BB06 DE9GNEP: HHPP REVIEWER: BIB CHE(KM NAW DRAFTER: HHPP DATE SHEET SHEET No. '/18/2023 12 of v1I BA01 PROPOSED PROPOSED R.O.W. --i VARIES 6' V-1 I - BIKE LANE 3H:IV MAX. 15% (CUTOR FILL) STANDARD CONCRETE SI DEWALK SEE DETAI L SHEET BB08 STANDARD CURB AND GUTTER J SEE DETAIL SHEET BB06 5' CONCRETE SECTION PER DETAILSHEETBBOB 3H:SV MAX. 1.5% 3 (CUT OR FILL) 'STANDARD CONCRETE SHEE WALK � � SEE DETAIL SHEET BBOB \� FLOW THROUGH PER DETAIL SHEETT BB14 BB34 STANDARD CURB AND GUTTER J SEE DETAILSHEET BB06 VARIES (63.5'-80') 2' 6' T 11' WO 11 BIKE'— EL LANE TRAVEL LANE TU RNWAVLANE LEFT LANE LIES VARIES 1.5% L% 1-5% rx.... _ 7 T LAURA TYPICAL SECTION -CURB TIGHT SIDEWALK STA 26+11.60 TO 26+91.75 (WEST SIDE) STA 20+25.67 TO 23+51.08, 26+47.60 TO 28+20.58 (EAST SIDE) N.T.S. VARIES (63.5'-80') 6'12' BIKE ��� 11 TRAVEL LANE TWO WAV LEFT LANE TURN LANE VARIES 1-4% 11' TRAVEL LANE VARIES 14% - PROPOSED R.O.W. PARIES / 3H:SV MAX. (CUTOR FILL) \\ \—STANDARD CONCRETE SIDEWALK ��, SEE DUAILSHEUBB08 \NDGUTTER 31306 PROPOSED R.O.W. 6 0.5' KE LANE 55' 5 1.5% If 3H:MAX. (CUT OR FILL) STANDARD EWALK FROM STA 31++96.47 TO 33+31. 3 �XV,/ SEE DETAIL SHEET BB06 MATCH EXISTING GUTTER PAN FROM STA 28+82.50 TO 31+96.47 CONCRETE SECTION PER DETAIL SHEET BB08 LAURA TYPICAL SECTION - SUPERELEVATION jogl' STA 28+78.06 TO 30+19.08 (TRANSITION TO SUPER) STA 30+19.08 TO 33+24.15 *STA 32+65.79 TO 33+25.02 (CURB TIGHT SIDEWALK ON WEST SIDE) N.T.S. ` qON, DATE aevlsan APPa'° LAURA STREET UPGRADE e�AUJ.BPPMP� SPRINGFIELD, OLANE REGON EXPII26: 12/31/2029 a TYPICAL SECTIONS DESIGNER: HHPRREVIEWER: B1I CHEIX[F ER: N4W ABER: HHPR DATESHEB SHEET NO. ,/18/20n13 of u1 BA02 Egljla 6: 12/31/2029 Curb ramp, turning space, P through or sidewalk See Detail "A' Detectable warning surface al noh 31 ( ::: ^^ 1 2' min. NUNNUNI[j / Qyp. of all applications) (See general notes 3, 4 & 5) R, Curb and gutter) '— See general note 10) Leading edge of DWS DETECTABLE WARNING SURFACE DETAIL 1 I-2.' max. r max. --I 2' Pin. try, of all applications) (See general notes 3, 4 & 5) \Detectable warning —c L2 di an ____------ DETAIL "A" A B C D E MIN. 1.60" 0.% 0.45" 0.90" 0.20" MAX. 240" �r 8 �� T _ . " A` yyy y B Curb ramp width - Var. EII�\I F— D ODOT DETAIL MODIFIED BY HHPR GENERAL NOTES FOR ALL DETAILS ON THIS SHEET. 1. Detectable warning surface details &locations are based on applicable ODOT Standards. 2. See project plans for details not shown. 3. The detectable warning s u Place shall extend the fu l l width of the cu rb ramp opening, shared use path, blended transition, turning space, or other roadway entrance as applicable. Agap of up to 2lnches on each side of the detectable warning surface Is permitted (measured at the leading edge of the detectable warning so lace panel as shown In Deal SV). 4. Detectable warning surface shall be placed at the back of curb for a minimum depth of 2 ft. In the direction of pedestrian travel at curb ramps that are adjacent to traffic. Detectable warm ng surface may be radial or rectangular, but must comply with the truncated dome size and spacing standards. Detectable warning surface may be cut to meet necessary shape as shown In plans. Detectable warn Ing surface across a grade break Is prohibited Place abutting panels within', Inch of each other and Install anchors, as specified by manufacturers, along our edge. S. Color to be safety yel low If no color specified In construction note. Alternative colors repud'e a design exception on or along state highways. 6. Detectable warn Ing surface shall be used In the fol lowl ng locations'. a) Curb ramps at street crossings. Id Crossing Islands (Accessible Route Islands). J Rall crossings. ]. 8. Detectable warning surface shall not be used on the following locations. TOP dr. (C) N1B96g1� b) ' Driveways, unless constructed witM1 curb return are rn signalized. c) Parking lots, access aisles and passenger loading zones where curb ramp does not lead acruch Tway. 9. Where no curb Is present, the detectable warn Ing surface shall be placed at the edge of the Sase din HE) roadway. 10. On or along state highways, curb and gutter is required at curb ramps. TRUNCATED DOME SPACING TRUNCATED DOME TRUNCATED DOME DETAILS LEGEND: Standard Drawing, while de- '..'.a.'..r.'.©i.'..'.J.'.. Detectable warning surface signed in accordance with Cross slope 1.5% max. generally accepted engineer- (Max. 2.0%finished surface slope) ing principles and practices, (Normal sidewalk cross slope) is the sole responsibility of 4. Running slope ].5%max. the userand should not be (Max. 8.3% finished surtace slope) DATE RN19ON AP°R'D LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY DETAILS I u¢. on no. ----N/A----- I sore Dare - - - - - -- 19 -JULY -2021 - - - - - I The selection and use of this OREGON STANDARD DRAWINGS Standard Drawing, while de- signed in accordance with generally accepted engineer- DETECTABLE WARNING SURFACE ing principles and practices, DETAILS is the sole responsibility of the userand should not be 2021 used without consulting a Registered Professional En- - gineer. - May 31, 2023 RD902 Inpu P: HHPP REVIEWER: RIR CHECIER: NAW DRAFTER: HHPP DATE SHEET SHEET No. 481L4 of III BBOI ODOT DETAIL MODIFIED BY HHPR GENERAL NOTES FOR ALL DETAILS ON THIS SHEET: Curb and gutter Back of curb (See general nate 3) 1. Detectable warning surface details & locations are based on apPllcable ODOT Standards. Directional curb � � � 3. See protect plans for details not shown. < 5.0%running slope � See Sod. Dog. RD903 for detectable waning surface Ins[allatlon details. � Buffer strip (tion -walkable) 3. On or along state FigM1ways, curb and gutter Is required at curb ramps. a � WdI� a, pewa[able warning surtace placement for perpendicular ramps vary as shown. — curb ramp, F 2 m 5. pewc[able warning surface placemen across the gratle break's proh'bl[etl. � Ramp run Level landing >uL' yy_ Alt yt LELE�4D. �Je � V ylc �Vc Marked or intended crossing location � • See general note 5 0 smewalk CURB RAMP CROSSING GRADE BREAK <_ 5 FT. FROM BACK OF CURB Detectable warning surface a slope 7.5% max. F R(Max�&3%finis Balk of rich ed surface slope) Directional curb Curb and goner Buffer strip (tion -walkable) <Sp%running slope (Bee general note 3) Q Flare slope (Max. 10.0%fnizhetl surface slope) Else aEdWItl[M1 of � g. orb tramp J DIRECTIONAL CURB WITH FLARED CONSTRUCTION gineer. Y 5 Ramp run Level landing �Y>B' As � as CURB RAMP CROSSING GRADE BREAK > 5 FT. FROM BACK OF CURB Back of curb Er an Dlrettlonal curb C b tl goner 1.0% runnmq slope � (s g I "Pte B) t 4 cgLc wqx xq. soa Pnre 14-fAN 2022 wm ...... Width of �. __N/A_ a mv.�. n Note. .ra wonm.�.n ItIll n.. 1a..r. win :o cur bra p . •::::• z 'egon sunm�a Specfaa,ore m: anrem PAs of.. •. The selection and use of this OREGON STANDARD DRAWINGS q _ Standard Drawing, while de- r Ramp run _- Level lancing signed in accordance with DETECTABLE WARNING SURFACE genera//y accepted engineer- PLACEMENT FOR ing principles and practice; DIRECTIONAL CURBS is the sale responsibility of QED PAO ^ see general notes the user and thou/d not be 2021 "'Ill. callaul CURB RAMP CROSSING used without consulting a in ti Registered Professional En - 7 Effective Date: December 1, 2022 - May 31, 2023 Roeos `G4iN DATE REVISION gppq'p [81110' •. i "E"a Q 9N"32p LAURA STREET UPGRADE HDuEeighniL"" "` "w'g�Rag"ORS B Ri ellielnc.`�3Csmievrar ..,,.,gym. nw smucun Fq MP ��.BPP SPRINGFIELD, OREGON pE51GNE1: HHPR REVIEWER: BIB LANE COUNTY CHEIXER: N4W DRAETER: HHPR E7�][t6: 12/31/2029 4 DETAILS ��� DATE m/lg�zpz3 sNEET ss or vL SHEET No. ggD2 _ DIRECTIONAL CURB WITH FLARED CONSTRUCTION gineer. ]IlD0P1Il 12/31/2029 nate 10) _ Zero P Ramp run Level Area eT y¢a Counter slopea40%max 2 :p:::::..; I ::..... J re z_ 0% , � Q SMax rface u5slop0%fn SM1ed P.C.cont q e) Max. flaslopes 10 _ - G' -- gyp.) -1 - - _ rT-- Curb antl guaetJ _ (See general note 11) Delectable warning surface ARE full width of curb opening. E E Curb ramp width > 4.5' Detectable warning surface (See general note 6) v PERPENDICULAR CURB RAMP DETAIL (Use 'Parallel Curb Ramp Detail' or 'Combination Curb Ramp Detail' when rebel. turning space cannot be obtained) ,aU Fast_ Return curb x milt s'rad.(,rlc) =4_ L (See general note 8) Curb and gutter J Buffer strip umn-walkable) bee general note 1 I I Detectable warning surface (Typ.) full width of curb opening. Curb ramp width >- 4.5' (See general note 6) THROUGH BUFFER STRIP base SECTION A -A NOTE'. Minimum width of 14.25 feet sidewalk for E-]" E ry Q Return curb Sr"ad (iyp.) - So gene I note 8) Detectable warning surfaa full width of curb opening Curb ramp width >_ 4.5' (See general note fit WITH SINGLE FLARE DATE REV19ON APPR'D LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY DETAILS ODOT DETAIL MODIFIED BY HHPR GENERAL NOTES FOR ALL DETAILS ON THIS SHEET: 1. Curb ramp details are based an applicable OOOT Standards, 2. See SC. Deg, RD902 Is RD905- for detectable warning surface installation details. 3. Site conditions normally require a project specific tlesign. See correct plans for details not shown. 4. Tooled dummyjolnts are required at all curb ramp grade break Ilnes,Neai4lnPr}NWiil. 5 Curb ramp slopes shown are relative to the true level horizon (zero bubble) 6 Place detectable warning surface atthe back of curb for a minimum depth oft in the direction of pedestrian travel full width of curb ramp opening that's adjacent to traffic Var. ]Grade breaks 9the top and bottom of curb ramp runs shall be perpendicular to the direction of the ramp run. Care breaks shall not be permitted on the surface of ramp runs and turning spaces Surface slopes that meet at grade breaks shall be flush. A. Return curb may be provided in lieu of flared slope only if protected from traverse travel by landscaping, Return curb shall not reduce width of approaching sidewalk. 10. Place an inlet at upstream side of curb ramp or perform other approved design mitigation. Check the groar flow depth at curb ramp locations to assure that the design flood does not overtop the back of sidewalk. I1.On or along state highways, curb and gutter Is required W curb ramps. LEGEND' Sidewalk Detectable warning surface Level area (Turning spaceilanding) INabsimcted 4.5 x 4.5' With obstrTouch 45' x Ss' (Longer dimension in direction of pedestrian street crossing). For the purposes of this application, a max. 2.0% finished surface slope (for drainage) measured perpendicular in two directions is considered level. Y Cross slope 1.5% max. (Max. 20% finished surface slope) (Normal sidewalk cross slope) F Running slope 7.5% max. (Max. 8.3% Finished surface slope) a Counter slope 4.0% max ascending or descending, (Max. 5.0% finished surface slope) Slope as required for drainage < Flare slope (Max. 10% Finished surface slope) Max, flare slopes to. D% Cnm, BOOK NO. ----N[A____ IDI Di 14 -JAN -2022 Curb and gutter ;See general note 11) The selection and use ofthis Standard Drawing, while de- signed in accordance with generallyaccepted engineer - Any principles and practices, is the so/e responsihility of the Or and should not be used without consulting a Registered R/OfessionalEn- gineer. OREGON STANDARD DRAWINGS PERPENDICULAR CURB RAMP Effective Date: December 1, 2022 - May 31, 2023 DE9GNER: HHPR REVIEWER: RIR CHECKER: N4W DRAFTER: HHE DATE SHEET DO/1$h023 16 OF ]]l RD910 SHEET NO. RMI ] UliljlS: 12/31/2029 Return curbs 6' rad. See general (See general note ]) not 5 Return curb stool not reduce width of I Grade break approaching Ill sidewalk lkCA �2 " ~ r Gratle break G (See general nate fi) I _... I yk C� WITH LANDSCAPED BUFFER STRIP OPTION "PR -1" 12 min (See ger Grade bre (See gene (See general note 6) +dC � !!Buffer strip (non- y% walkable) DI FOR NARROW SIDEWALKS OPTION "PR -3" Grade break (See general note 6) 12"m' T (See general note 5)— xj , < Grade break /2 (See general note 61 / Curb and gutter I j;; (See genera note n Q Curb and (See gem FOR WIDE SIDEWALKS OPTION "PR -2" FOR NARROW SIDEWALKS OPTION "PR -4" DATE REVIvoN APP" '° LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY DETAILS ODOT DETAIL MODIFIED BY HHPR I. Curb ramp details are based on applicable ODOT Standards. 2. See project plans for details not shown. See Std Dwg. RD910 for perpendicular curb ramp tletails. See Std. owgs. RD902 $ R09p5—... for detectable warning surface Installation details. 3. Tooled dummyjoints are required m all curb ramp grade break lines,(ee•EwInBw4aBenii7r 4. Curb ramp slopes shown are relative to the true level horizon (zero bubble). 5. When 2 curb ramps are immediately adjacent, the curb exposure Up between the adjacent side Flares may range between 3' and full design exposure. 6. Grade breaks at the tap and bottom of curb ramp runs shall be perpendicular to the tlirection of the ramp run Grade breaks shall not be permitted on the surface of ramp runs and turning spaces Surface slopes that meet at grade breaks shall be flush. ] On or along state highways curb and gutter's required at curb ramps. LEGEND' Marked or intended crossing Ideal 0 Sidewalk 0 Detectable warring surface Jesse area (Turning spacellanding) Unobstructed 4.5' x 4.5' WIi n obstruction 4.5' x 5.5' (Longer dimension in direction of pedestrian street crossing). For the purposes of this application, a max. 2.0% finished surface slope (for drainage) measured perpendicular in two directions is considered level. C= Cross slope 1.5%max. (Max_ 20%finished surface slope) (Normal srovalk cross slope) f� Running slope 7.5% mark. (Max. 9.3% finished surface slope) Q Flat, slope (Max. l0%finished surface slope) • iem curb exposure L1 4'x4'clear space PAR Pedestrian Access Route u¢. eoou no.nL-____ sono +9-+�N-aDa� Nora. Fh m reel ral—kin-chivrmll Lein dodo mama wi:n .enaam Sean., The selection and use of this Standard Drawing, while Ali OREGON STANDARD DRAWINGS signed in accordance with generallyaccepredengineer- ing principles and practices, PERPENDICULAR CURB RAMP is the sole responsibility of the userandshould not be 2021 used without consulting a -_ Registered Professional En- gineer. 01 rn 1 REVISED DrAlas AND NOTE OE9GNEP: HHPP REVIEWER: RIB CHECKER: N4W DRAFTER: HHPP DATE SHEET SHEET No. m/18/2023 17 or v1 BB04 CONCRETE PAVEMENT VARIES (SEE 'AF' SHEET SERIES) 3'� 4' PER SHEET BBOB PROPOSED ASPHALT ROADWAY WELLED TRANSVERSE #5 REBAR(ASTM A635( SECTION PER SHEET BB08 CONTRACTION JOINT @12"ON CENTERS PER SHEET A�� (LONGITUDINAL) SAND&SEALWITH SAWEDOR MIN AND 5/1D l0 AJ 2" MIN. POLYMERIC HOT 3/16k' MIN AND MAl mou 2"� r4" r5 POURED JOINT FILLER WIDTH (TYP. 6" �J EXISTING PAVEMENT (THICKNESS VARIES EXPIRES: 12/91/2029 PC CONCRETE TO ASPHALT PAVEMENT TRANSITION NTS 1. CONCRETE SHALL BE COMMERCIAL MIX, MIN.COMPRESSIVE STRENGTH OF 4606 PSI AT 28 DAYS. 2. BASE ROCK SHALL BE COMPACTED TO 95% OF AASHTO T-180 3. BASE COU RSE SHALL BE THOROUGHLY WATERED IMMEDIATELY PRIOR TO PLACEMENT OF CONCRETE WHEN THE MEASURED OR FORECASTED ASCENDI NG AIR TEMPERATURE IS 80 DEGREES OR GREATER. DATE REV19ON APPN'D LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY DETAILS MANHOLE COLLAR DETAIL NTS 1. LONGITUDINAL JOINTS SHALL BE SPACED TO EITHER BISECT THE ISOLATION COLLAR OR BE SPACED A MINI MUM OF 2 FEET FROM THE ISOLATION COLLAR. 2. CONCRETE SHALL BE COMMERCIAL MIX, MIN. COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS AND INCORPORATE MICRO -REINFORCEMENT "FIBERMESH 300" OR APPROVED EQUAL. 3. BASE COURSE SHALL BE THOROUGHLY WATERED IMMEDIATELY PRIOR TO PLACEMENT OF CONCRETE WHEN THE MEASURED OR FORECASTED ASCENDING AIR TEMPERATURE IS 80 DEGREES OR GREATER. DE9GNER: HHPR REVIEWER: BIB CHEIXER: N W DRAFTER: HHPR DATE SHEET SHEET No. m/18/1@3 1B of IIII BBOS 45 REBAR (PALM A615( AGGREGATE BASE � "\\\'T, i\ � @ 12" ON CENTERS PER SHEET BROB \� ISOLATION JOINT SAW CUT LINE (TRANSVERSE( \J��. EXISTING PAVEMENT LONGITUDINAL JOINT NATIVE SOIL —11 Au z EXPIRES: 12/91/2029 PC CONCRETE TO ASPHALT PAVEMENT TRANSITION NTS 1. CONCRETE SHALL BE COMMERCIAL MIX, MIN.COMPRESSIVE STRENGTH OF 4606 PSI AT 28 DAYS. 2. BASE ROCK SHALL BE COMPACTED TO 95% OF AASHTO T-180 3. BASE COU RSE SHALL BE THOROUGHLY WATERED IMMEDIATELY PRIOR TO PLACEMENT OF CONCRETE WHEN THE MEASURED OR FORECASTED ASCENDI NG AIR TEMPERATURE IS 80 DEGREES OR GREATER. DATE REV19ON APPN'D LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY DETAILS MANHOLE COLLAR DETAIL NTS 1. LONGITUDINAL JOINTS SHALL BE SPACED TO EITHER BISECT THE ISOLATION COLLAR OR BE SPACED A MINI MUM OF 2 FEET FROM THE ISOLATION COLLAR. 2. CONCRETE SHALL BE COMMERCIAL MIX, MIN. COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS AND INCORPORATE MICRO -REINFORCEMENT "FIBERMESH 300" OR APPROVED EQUAL. 3. BASE COURSE SHALL BE THOROUGHLY WATERED IMMEDIATELY PRIOR TO PLACEMENT OF CONCRETE WHEN THE MEASURED OR FORECASTED ASCENDING AIR TEMPERATURE IS 80 DEGREES OR GREATER. DE9GNER: HHPR REVIEWER: BIB CHEIXER: N W DRAFTER: HHPR DATE SHEET SHEET No. m/18/1@3 1B of IIII BBOS EXPIRES: 12/31/2029 STANDARD CURB & GUTTER P/r UP 81 REP PIK F17 UNE s (EmmJ REP HS- V. EXTRUDED CURB FULL DEPTH CURB ac. NOTES • WHERE CONCRETE PAVEMENT WILL BE USED, CONTRACTION JOINTS SHALL BE PLACED TO MATCH TRANSVERSE CONTRACTION JOINT LOCATIONS IN STREET PAVEMENT AND 24#4 REBAR TIE BARS SHALL BE PLACED IN GREEN CONCRETE. • CURB AND GUT TER SURFACES SHALL HAVE ABROOM FINISH PARALLEL TO THE LENGTH OF THE CURB. • SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SHALL BE 3,000 PSI FIELD STRENTGH(3,450 PSI LAB STRENGTH) 6.0 SACK MIX CONCRETE. CONCRETE PAVEMENT PER SHEET BB08 CITY DETAIL MODIFIED BY HHPR DATE RevlvoN APPR'° LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY DETAILS AC PAVEMENT PERSHEETBB08 ,71 NATIVESOIL CONCRETE VALLEY GUTTER NTS DE9GNEP: HHPP REVIEWER: BIB CHEIXER: N4W DRAFTER: HHE DATE SHEET ao/18/2023 Rs of vT SHEET NO. BB06 EXP R6: 12/31/2029 DO NOT USE THIS DETAIL FOR STANDARD CURB REMOVAL - REFER TO STANDARD DRAWING 3-7 SAWCUT P' DEEP (MINIM LM) / GJJ a OP}a.: DRILL H EPDXYHOLES AND INSERT CURB -FILL S((E HOLE WIT HEPDXYAND RODE 2MINIMUM B" 6 LONG p4 REBAR INTO HOLE PRIOR TO POURING NEW CURB (2) SAWOUT 4' DEEP AS NECESSARY TO PROVIDE UNIFORM BONDING SURFACE (1) REP LACE (3) TACK COAT BOTH FACES AND BOTTOM (IF APPLICAHLE) (4) PLACE HOT MIX ASPHALT AMC USE MECHANICAL COMPACTION EQUIPMENT TO ACHIEVE REQUIRED DENSIT (5) SEAL ALL JOINTS WNTH POLYMERIZED ASPHALT IF GREATER NOTES • W9TXDWf1ER&ABIWLNDIBEI¢M04EDW111NXRRipRAW:�JPIBYRIEMIY • LURB WBWIDMSXMLBEINACWIOMICEWIINPBiMR • A@FATO�RlIDREW BikANNSPECIFlGlIDNBigtRM➢WRYSIRUCNBECDMPAC110NREWMEMENIB • 61DEWNXSACC[�RlYPS,NIDRESICfNR4WIRRWAYSSNPllBE8WOP81MINIMUMFIEU151RENGN(&SOPSIIPB SiRFNGiH)&0 &1CRMIXOk&AEIE • dIAB96GEJMEAGALDMEWAYSSHALLeE8NWP81MINMUMFELM 5IRENGTN (9M6 WIU9SD1ENDiHf &36AIXMMWNpEIE DATE CURB & GUTTER SPRINGFIELD REMOVAL& REPLACEMENT NO REVISION EATS ev APPR. STANDARD OREGON DRAWING 30-0 REV19ON ANTE LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY DETAILS DESIGNER: HHPR REVIEWER: RIR CHEOEM N4W MATTER: HHPR DATE SHEET SHEET NO. '/18/2023 10 of v1I BB07 EIDRTRFS: 12/31/2029 �\ON \ ms - W\6\H m MATCH XRVPXH `S ON CFXYPR ttP\CPl) `WW\� PVS1S CURBSIDE SIDEWALK „NE_ LO 1KY $OPE TO P,P LINE 2" MINIMUM OF 3/4" MINUS IIS"gllf Ht �FlRM COMPACTED SUBGRADE COMPACTED CRUSHED ROCK T -O DENSEGRADII BASE 4" MINIMUM P.C. CONCRETE PER ROADWAY SECTION THIS ---- SHEET SETBACK SIDEWALK 3W 1V MAX SLOPE TO PROPERTY LINE - - iYPICALSWALE SE<iN)N 50" MM. SLOPE PANIC WAB h LMEA SEES HEET DD54 FOR SECTX)N DETNLS 9[EWNM'6UTII RR RIM (S' i?ICW 6 I -A DENSE GRADED TGG. EASE PER ROADWAY SECTION TRIS SHEET NOTES `ARM COMPACTED SUBG9 2" MINIMUM OF 3/4" MINUS— COMPACTED CRUSHED ROCK 4" MINIMUM P.C. CONCRETE �I # NO ABOVEGROUND FACILITIES (ARE HYDRANTS, POWER MILES, CATCH BASINS, VALVES, J-KXES, ETC) SHALL BE PERMIRM WITHIN THE SIDEWAK AREA # ALL SURFACES SHALL HAVE A BROOM FINISH. IN SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SHALL BE 3000 PSI HELD STRENGTH (3450 PSI IAB STRENGTH) fiD SACK MIX CONCRETE * CURBS & COMMERCIAL DRIVEWAYS SHALL BE BIRD PSI HELD STRENGTH (4025 PSI IAB STRENGTH) 6.3 SACK MIX CONCRETE w REVERN DATE lY APR CnY OF SPRINGFIELD SPRINGFIELD TEPP. OF PUBLIC WORKS S CONSTRUCTION STANDARD DIDEWALK RADIT�R 3-12 2003 A Pwvuth Gty EDIRDS, zoos 6" DEPTH,LEVEL3,1/2"DENSEAC" PG 64-22 (THREE 2 -INCH LIFT! 14" DEPTH, 3/4" - DENSE GRADED AGGREGATE BAR COMPACTED��,lvjT��T�/������l��T SUBGRADE BASE���y��VA�\�\�w,��y���VVV ASPHALT ROADWAY SECTION NTS 9" DEPTH JOINTED PLAIN PORTLAND CEMENT CONCRETE PAVEMENT (MINIMUM 4,000 PSI FIELD STRENGTH) 6" DEPTH, 1"-0 DENSE GRADED AGGREGATE BASE COMPARED SUBGRADE BASE I CITY DETAIL MODI PIED BY HH PR DATE RN19ON APPR'D LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY DETAILS PORTLAND CEMENT CONCRETE ROADWAY SECTION NTS SUBGRADE IN ORA. COMP. THIKIN. 18" (AS DI RECTED) 181, SUBGRADE STABILIZATION of DESIGNER: HHPP REVIEWER: BIB CHECKER: N4W DRAFTER: HHPP DATE SHEET SHEET NO. 00/1$/20x3 21 OF III BBWC 1 ZBEHM4: 12/31/2029 R 6" THICK 3000 PSI FIELD STRENGTH (3450 PSI LAB \ STRENGTH) 6.0 SACK MIX CONCRETE ON 2" OF COMPACTED 3/4" MINUS 5 \ CRUSHED ROCCK DRIVEWAY WIDTH- LEPRESS 6 _ o'ANRR.N m�xr t- CURB ...'S:\ 'S \ 314 UP \SEE R\ROAT W\OlN PRO]EC[\ON OF \1 R - 24 FS MPX PPOPERIV UNE CVR9 CU{ W\O[H \ R M\M M \l`IPKA1) l 7F'mAs \ON W\NG SHALL NOZ EX�ENO ?ROAEGtWN OF PROPERP( UNE UNLESS OTHERWISE SHOWN ON PIANS NOTES t NO ATONE -GROUND FACIRES (FIRE NIDRYNTS, DRUK POLES, CATCH RABNS, VALVES, J -BOXES, EIC.) SINAL BE PERMITTED "IN THE APRON AREA S, THIS STANDARD DRAWING SHAUL BE USED BOR SNCLE FAMILY HOMES AND WPIEXIS ONLY. REFER TO COMMERCIAL WANT APRON DRNWING(S) FOR MR DEVELOPMENT DER # THROAT WIDTH SHALL BE BETWEEN 12 FEET (MINIMUM) AND 24 FEET (MAXIMUM) S, NL SURFACES SIAL HAVE A BRCOM FINISH. * REFER TO STANDARD DRAWING 3-7 FOR CURB CUT DETAILS # CONCRETE IN APPROACH AND SIDEWALK BEHIND APPRDACH SIAL BE a IHICK (MIN) ON 2' OF 3/4' MINUS CRUSHED ROCK. * NO REINFORCEMENT B REtl31ffD S, A CONTRACTOR (SDRE) XNT SWI] BE ADDED IN WE CENTER OF THE APRON WHEN THE THROAT WMH EXCEEDS N FL # SDEWaS, ACCESS NAMES, AND REEDETML DNVENAYS SEOUL BE 3WO PS FOR SEEM (MW PSI LAD WROTE) fiD SACK MD BDICRETE # CURBS k WMMERCAE DRIVEWAYS SHQi W MCD PS HEIR STRENGTH (41125 P51 IAB STRENGTH) 6.3 SACK MIX CONCRETE SIDEWALK ACCESS RAMP NOTES IF THIS DRIVEWAY APPROACH IS TO ALSO SERVE AS AN SIDEWALK ACCESS RAMP ALL OF THE FOLLOWING APPLY: * RAMP SLOPE SHALL NOT FRED) ED) 12:1 RRATM TO THE HORIZOW. * NO UP SFWL BE PULED AT WE BURDEN BAR NT RMSIGI RTE BY PPR. CITY OF SPRINGFIELD DEPT, DFPUBLIC WORKS RESIDENTIAL DRIVEWAY APRONDRAT CURBSIDE SIDEWALK (FULLY DEPRESSED) SANDI NG TANDAG 3-20 8009 +$ TYPICAL PPOiFLSWV RF\\\ aamasml uNE Al PIN a CHIP &Jzoos -, \\ 6' THICK 3000 PSI FIELD STRENGTH (3450 PSI LAS ,MDTR STRENGTH)) 5.0 SACK MIK CONCRETE ON 2' OF COMPACTED 3 4' MINUS CRUSHED R KD R \ .. ''.Avv SVA v v A �v �V Av v v 5' TYPICAL v Cdr NI GFIELD 7 ` --': DEEP. OF PUBLIC WARES V A 'V E \ ss Nms \ +$ TYPICAL PPOiFLSWV RF\\\ aamasml uNE \\'`. -, T E - \\ ''IV UP \SF£NOSFSY 777 \ 3 \NPCA[ WNS\A 5 \ F[ MttUMVM � pLPY\ ` \2 R VdN - i4 f[ VAX I wee Axn vNo\W OR\SEW P2( ZRP?15C1\ON W\NG SNPLE NOZ EXZENO 6E`(ONO PROdEC�\ON OF PROPEFT( UNE NOTES * NO ABOVE -GROUND FACIUTES (FEE HYDRANTS. POWER BOLES, CATCH WHIRS. VALVES, J -BONES, EEG) SHNU BE PERMITTED WITHIN THE APRON AREA * TNS SIAILARM DRAWING SHALL BE USED MR SNGLE FAMILY HONES AND WPUXES ONLY REFER TO COAMERCA DRIVEWAY APRON DRWNG(S) FOR OTHER OEVFLOPMENT TYPES * THROAT WIDTH SHARE. BE RUBBER 12 FEET (MINIMUM) AND 24 FEET (IRU MUM) k NL SURFACES SH4L HAVE A BROOM nNIX * REFER TO SIMM DUIRC 3-7 FOR CURB CUT DETNIS # CONCRETE IN APPROACH ANO SDEAM BEHIND APPROACH SFMLL BE 6' THICK (MR) ON Y OF 3/4' MINAS CRUSHED ROCK. * NO REINFORCEMENT G RECORD) S, A CONTRACTION (SORE) JOINT SLNL BE ADDED IN THE CH U OF THE APRD! WHEN THE TROUT WIDTH EXCEEDS 20 F. N: SIDUI ICS, ACCESS RAMPS, AND RESfENTML DINENAYS SHALL BE SOW P51 FIELD STRENGTH (349 PSI IAB STRENGTH) 6.0 SACK MIX CONCRETE * OIRBS A COMMERCIAL DRM:WAYS SHALL BE 3500 PSI FEN STRENGTH (4025 PS UB STRENGTH) 63 SOCK MIX CONCRETE SIDEWALK ACCESS RAMP NOTES IF THIS DRIVEWAY APPROACH IS TO ALSO SERVE AS AN SIDEWALK ACCESS RAMP ALL OF THE FOLLOWING APPLY: M RAMP SLOPE SIVIL NOT EXCEED 12:1 REFAME TO INE HORIZONAL # NO UP SOUL BE %ACED AT THE GUOER BAR. Dm Cdr NI GFIELD 7 ` --': DEEP. OF PUBLIC WARES RESIDENTIAL DRIVEWAY APRON SETBACK SIDEWALK az STARDARIJ DRAWING 3-21 2003 SURINSE A Ely �NaeT zoos CITY DETAIL MODIFIED BY HHPR DATE a9v19oN ANSI LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY DETAILS ED BY HHPR DESIGNER: HHPR REVIEWER: 916 CHEIXE6: HAW CRASHED : HHPR DATE SHEET SHEET No. 0o/18/2023 7z of IIII BB09 EINE RFS: 12/31/2029 1 ON SITE pRNNACE SH4LL \ 1 ORNEWP`( W\6 PR03ECZ\ON OF PROPEFTI UNE 8" THICK 3500 PSI FIELD STRENGTH (4025 PSI LAB STRENGTH) 6.3 SACK MIX REINFORCED CONCRETE ON 2' OF ---- 7 COMPACTED 3/4° MINUS CRUSHED RDCK 31s �v �' G%0 k G1RFA R\ROPZ`N\OZH B 24 FT V,\N — SS FT WJ� CURE CMS `N\0�\\ �\ FS M\01\MUM �l`(P\CACI DRPIEW PC( WRB RENRN S\ -\EEL NOZ EXTEND 9E`(OF10 PROdECt\ON OF PROPER'C`( L\PlE 4" DEPTH, LEVEL 3,1/2" DENSE ACP PG 6422 BASE COURSE (TWO 2 -INCH LIFTS) 12" DEPTH, 1"-0 DENSE GRADED AGGREGATE BASE COMPACTED SUBGRADE BASE ASPHALT DRIVEWAY SECTION SECTION A — A 121 TYPICAL 50:1 LUX SLOPE B" THICK 3500 PSI MELD STRENGTH 5' MIN 5' MIN. (4025 PSI LAB STRENGTH) 6.3 SACK 1/4' UP MIX REINFORCED CONCRETE W4 REBAR — 12" ON CENTER6" DEPTH JOINTED PLAIN A BOTH WAYS PLACED 2" PORTLAND ET CONCRETE PAVEMENT (MN _ ABOVE THE BOTTOM OF SIPB a 4• ' a 000 PSI FIELD STRENGTH) —=11 2" OF 3/4" MINUS COMPACTED CRUSHED ROCK i I — # NO ABOVE -GROUND FROM (FIRE HORRORS, POWER POO. CATCH BASI VkWS, J-BRES, ETC.) SHALL BE PERMI EO WITINN THE APAON OR mp AREA # ORA'EWAY (THRLNT) WIDTH SKIL BE IATWEEN 24 FEET (MINIMUM) AND 35 FEET (IMXWUUM) IN ACCORDANCE WHO CITY PERMITS. # ALL SBRFACES SKAL1 HAVE A MIN FAI t REFER TO STANDARD DRATANC 3-7 FOR CURB CUT DEOI S * CONCRETE WITHIN APPROACH SNARL BE 8- THICK (MN) CONCRETE ON 2' OF 3/4' MHOS CRUSHED ROCK. * REINI'MCEMfM 6 RECLINED. USE 14. ROAD - 12' ON CENTER - ROTH WAYS - PULm 2- ABOVE THE BOURN OF THE STAB # A CONTRACTION (SCORE) JOINT SHALL BE ADM IN THE CENTER OF THE APRON. # SIDEWALKS, ACCESS NAVES, AND RESIDENTIAL DANFWAYS SHAD. BE 3000 PSI DBD STRENGTH (3450 P5 AN 51MENEM) 6A SACK MM CONCRETE # CUFF 9 COMMERCAL DRIAD IS SHALL BE MOD PSI FIELD SMIRGM (4025 PSI 09 SIRONGTH) 63 SACK MIX CONCRETE SIDEWALK ACCESS RAMP NOTES THIS DRIVEWAY APPROACH MAY NOT BE USED AS A SIDEWALK ACCESS RAMP No REMION RATE NY A. Crre�RIRGRELD OF PUBLICNORES COMMERCIAL DRIVEWAY APRONflsDTr,,,w,SETBACK SIDEWALKDEPT u P6muue Ltiq �gmeer Zoos DATE RwiSGN APPR'D 6" DEPTH, 1"-0 DENSE GRADED AGGREGATE BASE LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY DETAILS SUBGRADE BASE PORTLAND CEMENT CONCRETE DRIVEWAY SECTION DE9GNEP: HHPP REVIEWER: BIB CHECKER: N4W CRAMER: HHPP DATE SHEFT SHEET No. 00/18/20x3 z3 of v1I BB30 TOOLEDGES e 18" DOWELBARSs� e (SEE DOWEL BAR TABLE) SECTION A -A CONTRACTION JOINT EW]3JES: 12/91/2029 TRANSVERSE JOINT DATE I REV19ON PLAN VIEW T SAWANDSEALJOINT 4 1 HN 18" DOWEL BARS— (SEE DOWEL BAR TABLE( PAVEMENT DETAILS TABLE PVMT.THKN. T 101NTSPACING J DOWELDIA. C/C DOWELSPACING 9. 15' MAX 1-1/4" 12" #5 TIE BAR 36" LONG 36" CENTERS 1 FAN J— DETAIL "A" ]OW EL BARS DOWEL TABLE) T 3 SAWANDSEALIOINT #5 TIE BAR 36" LONG e 36" CENTERS SECTION B -B SECTION C -C CONTRACTION JOINT CONTACTJOINT WEAKENED PLANE JOINT LONGITUDINAL JOINT PLAIN CONCRETE PAVEMENT -DOWELLED NTS APPRD LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY OUW HnufPemson`"" " , "` ""';kRag g RighellisInc.cmem DE9GNER: HHPR REVIEWER: RJR CHEIXER: N4W DRAFTER: HHPR DETAILS DATE ao/18/2023 SHEET 24 or v1 I SHEET No. BB11 THIS PAGE IS INTENTIONALLY LEFT BLANK D PRO tvV W 7 p Heury ro e x sam "ExA " DATE REV19ON APPR D LAURA STREET UPGRADE T HoPenm Re ax gs "E "g g 'g SPRINGFIELD,OREGON Ri ellie Inc.gy x; .m� s6=11n J.Bfk COUNTY DE9GNEP: HHPP REVIEWER: 'L Em CHECKER: NAW DPAETEP: HHPP QUN ]2�y]�',�p2y • DETAILS DATE Do/18/2023 u SHEET oP vT SHEET NO. BB12 ENO' : 12/31/2029 oPwre,a9+� DATE PRE CAST BASE AND BARRELL NOTES' 1. ALL PIPE CONNECTIONS N MLNROLES SHALL BECOREDNILLEUUPTO 12 2. ALL PIPE CONNECTIONS GFEATERTHANI2• Sxau BECONNEO11MAS MRECTEDBYPITV) ENGINEER IN THE FIELD, OR.BYSTMNPED DRA.NGAPPROYEOHY THE qry ENGINEER. 3. SLEEVE: ISEARPROVM POLYMERSEALWT IMTERIPL PERMFFD 27WC,HOFEOROTHER AS APPROVM BY ENGINEER, 4. SEE STOO 0A MR FRAPEADJUSTMEW LETAIL, NOTE: CUT ROUND HOLE IN PAVEMENT. PLACE MANHOLE COVER AND FRAME AT FINISH GRADE, PRESS PVC AND FRAME INTO `A MH CONE TO SEAT. J FRAME AND COVER: INLAND FOUNDRY CO. OR EQUAL FRAME..................NO. 802 COVER ... .............. NO. 802-2 SLEEVE: USE APPROVED POLYMER SEALANT MATERIAL. PREFERRED 27" PVC, HDPE, OR OTHER AS APPROVED BY ENGINEER. IN SPRINGFIELD— STANDARD MANHOLE 6LOREGO FIELD STANDARD MANHOLE e� F -p SPRINGFIELD— - FRAME & GONER _ R ADJUSTMENT No REVISION GATE BY APPA. STANDARD 0•' t STANDARD DRAWING y2�• NO REN90N DNTE BY PPPHN ALAN FPS OREGON DRAWING 4-1 4-1 a 2022 oPDnre,2s,-mai 2012 REVISION APPR D �HBIp EC "E PL N E R S LAURA STREET UPGRADE HDdPeesoG`" "" `' UEVE" �O, S.E.,OR SPRINGFIELD, OREGON Ri elli6lnc. p�`msm ...., ,. fi ww 117 LANE COUNTY OSKENM HHPP REVIEWER: BIB CHEIXER: NAW DRAFTER: HHPP SUN£ DATE SHEET SHEET NO. DETAILS 04/18/2@3 zs of 111 BB13 JOINT SEAL W/APPROVED INLAND MONDAY 00. INQ FRAME & LID POLYMERIZED ORMWL lxc .........NOE02 FLUSH WITH PAVEMENT SEALANT MVM ........... NO siz-z 72"-18" PAVEMENT —. BROOM FINISH 4,000 PSI HIGH - 4, EARLY STRENGTI .ti sNEEVE SEE NOTE) :,�: •:' `: i; i CONCRETE LEE POLYMER SEALANT "• AT CONE B FRAME77 E a •, R4 REBAR (HOOP) -- 42" HOOP „' b^ • 1 �8"O.C. 3" MIN. RUCTO=o NT ALLCONSTRUCTORBE .y: m 25" DIA. MIN D COVER TOP & • HALL MORTARED 4 NONRSHnINRGMUT +, ♦ •"Q 28" DIA. MAX D BOTTOM POLYMER NOT 4" MIN. USE SEALANT AT GONE &FRAME all TYR MH CONE SECTION A -A GASTANPNACE BOOT /KORN-SEA1 OR /APPROVED So. PRE CAST BASE AND BARRELL NOTES' 1. ALL PIPE CONNECTIONS N MLNROLES SHALL BECOREDNILLEUUPTO 12 2. ALL PIPE CONNECTIONS GFEATERTHANI2• Sxau BECONNEO11MAS MRECTEDBYPITV) ENGINEER IN THE FIELD, OR.BYSTMNPED DRA.NGAPPROYEOHY THE qry ENGINEER. 3. SLEEVE: ISEARPROVM POLYMERSEALWT IMTERIPL PERMFFD 27WC,HOFEOROTHER AS APPROVM BY ENGINEER, 4. SEE STOO 0A MR FRAPEADJUSTMEW LETAIL, NOTE: CUT ROUND HOLE IN PAVEMENT. PLACE MANHOLE COVER AND FRAME AT FINISH GRADE, PRESS PVC AND FRAME INTO `A MH CONE TO SEAT. J FRAME AND COVER: INLAND FOUNDRY CO. OR EQUAL FRAME..................NO. 802 COVER ... .............. NO. 802-2 SLEEVE: USE APPROVED POLYMER SEALANT MATERIAL. PREFERRED 27" PVC, HDPE, OR OTHER AS APPROVED BY ENGINEER. IN SPRINGFIELD— STANDARD MANHOLE 6LOREGO FIELD STANDARD MANHOLE e� F -p SPRINGFIELD— - FRAME & GONER _ R ADJUSTMENT No REVISION GATE BY APPA. STANDARD 0•' t STANDARD DRAWING y2�• NO REN90N DNTE BY PPPHN ALAN FPS OREGON DRAWING 4-1 4-1 a 2022 oPDnre,2s,-mai 2012 REVISION APPR D �HBIp EC "E PL N E R S LAURA STREET UPGRADE HDdPeesoG`" "" `' UEVE" �O, S.E.,OR SPRINGFIELD, OREGON Ri elli6lnc. p�`msm ...., ,. fi ww 117 LANE COUNTY OSKENM HHPP REVIEWER: BIB CHEIXER: NAW DRAFTER: HHPP SUN£ DATE SHEET SHEET NO. DETAILS 04/18/2@3 zs of 111 BB13 4'- 12" m • ° A ° 6 STANDARDCURB • •' • 4" AND GUTTER PER ° SHEET BB064.0%TO MATCH Ca e • Ir STANDARD CURB& Id ' • CONCRETE ROADWAY I GUTTER SLOPE 1' w • f s a4 SECTION DETAIL PER 13III '6" OB — „ •. ..,a •' ° SHEETBB 6 1�_6�� p' 2_6-- e A I A ° • ° , 9 10 _ r w G � v G R_6 PLAN VIEW SECTION VIEW EIPIItFS: 12/91/2029 CURB CUTS FOR SWALE NTS != 2.0' 3.0' �I SIDEWALK STANDARDCURB ANDGUTTER PER SHEET BB06 to W % 4 . W W W W W W W W W W ': �".: .P .P .P `�' ♦1B"GROWING MEDIUM (SEE "IA" SHEETS FOR DETAILS) \ W W W W W \\ 6" BENCH FOR \� •' •' •' /AA� �A�/�A�A CURB CONSTRUCTION WATERPROOF LINER 30 MIL PVC HDPE OR' EQUIVALENT WENDED TO BOTTOM OF EXCAVATION >\/AA� AA/AA/AA/AA��A��A/A/AA/AA/� NATIVE I BENCH FOR SIDEWALK PERSPECTIVE VIEW FLOW THROUGH SWALE SECTION NTS DATE REV@ON APPR'D HaJ "Ea LAURA STREET UPGRADE HDuf]PetemmL"" "��`� TE SPRINGFIELD, OREGON Ri elliRlnc. I�`mg cs .nN .,..,ie LANE COUNTY oEVGwER: HHPR REVIEWER: RJR CHEIXER: w4W DRAFTER: HHL DETAILS OUW DATE SHEET DO/RATE 2/ OF ]]] SHEET NO. BB14 1 ]LIll 12/31/2029 frame shall be sealed with num-shook grout, preformed plastic or rubber to form a watertight seal Tracer wire (See gen ral� ole 5) 'Reg Slat = top p� L se As /[ Pipe connectiunvariesl J TYp I Gee general note 2) Manhole cover & frame not Shown tC_ Steps, when required Gee general note 5) Manhole cover and frame Steps, when required (See general note sl -Finish grade Joint type v T 2" max. by manufaau Isr� 48'(Norma1) SECTION A -A (Base, Riser & Flat Slab Top) TOP VIEW (Base, Riser as Fla[ Slab Top) Cncrete bench, slope var As Is /ft. min. Base rock 6'min. Outside of base may be antl or octagonal, at he option of the contractor ��A��\ Tracer wire Ter.) (See general nate 5! A 1 Frame shall be sealed with — dere-shrunk grout, preformed plastic or rubber to form a watertight seal Fla[ slab topFt. Tracer wire (See genera plal m in re 51 1 Pipe connection varies) Gee general note A Manhole covet is frame not shown B NOTES Location, elevation, and number of pipets) varies. When H-42" or less make note for train need of cover slab. When H-42" or less omit steps . Manhole cover and frame .Finish 9i in. IFt HOTS: Joint type . by manufacturer (Form groove to ft tongue of cover slab) True rwre (Seegeneral mag Concrete bench o pe varies: h"/ft min. fBase rock --66" mm. EF, II.1Aa. �4a a'4a. Ila f� 48 (Normal) SECTION B -B (Base, Riser & Flat Slab Top) ODOT DETAIL MODIFIED BY HHPR LEGEND (See general note 3) Cas[ n Place concrete Precast concrete 1'. 2 cement mortar Sewer pipe DATE REvlvoN AMPS LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY DETAILS DESIGNER: HHPRREVIEWER: BIB CHEIXER: NAW DRAFTER: HHPR DATE SIPFT SHEET No. For za of vL BB1S GENERAL NOTES FOR ALL DETAILS ON THIS SHEET: Tracer wire (Top.) Tracergeneral notes) 1, Minimum length If laterals or connections are insertedoutside diameter f pipe + 1]'. SHALLOW MANHOLES 2. Use Section B -B when length of riser becomes less than minimum shown. 3. Base may be precast or cast -in-place. ing principles and practices, 4. All precast products shall conform to the requirements of ASTM C4I8. 5. See Std Dag. RD336 for details not shown. 6. See Std Dwg. RD344 for manhole base section. A of base may be L See Std. Di RD345 for pipe W manhole connections. roctagonal, at the used without consulting a of the contractor Registered Professional En- 9. All concrete shall be commercial grade concrete. 10. Max. pipe diameter vanes with pipe material. B 1I LA,ems elevation, diameter, slope, and number of pipets) varies. see project plans. 1 Pffnrthm FBI Ilnro mhur 1 ?n" - Mw 21 ?T1?2 RD342 co, aoox uo.N/A------- so, FAtl 21 -UL -2015 NOTE: All material ,it workmanship shall Nein—rd ..te Mth the turrat Oregon St,,d,,E Spetlficznona These/ealon and use ofthis OREGON STANDARD DRAWINGS Standard Drawing, while de- signed in accordance with DATE REvlvoN AMPS LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY DETAILS DESIGNER: HHPRREVIEWER: BIB CHEIXER: NAW DRAFTER: HHPR DATE SIPFT SHEET No. For za of vL BB1S Tracer wire (Top.) Tracergeneral notes) genera//y accepted engineer- SHALLOW MANHOLES ing principles and practices, is the sale responsibility of TOPVIEW the user and should not be 2021 (Base & Flat slab Top) used without consulting a care 1 Ireland morsolli Registered Professional En- Suid er. Pffnrthm FBI Ilnro mhur 1 ?n" - Mw 21 ?T1?2 RD342 DATE REvlvoN AMPS LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY DETAILS DESIGNER: HHPRREVIEWER: BIB CHEIXER: NAW DRAFTER: HHPR DATE SIPFT SHEET No. For za of vL BB1S O DOT DETAIL MODIFIEDor .ax QED PAO �G 1 /� Effective Date: December 1, 2022 - May 31, 2023 RD336 `0 N DATE PEV@ON APPP'D H81110' "E Pt Ne"s Q uqA, LAURA STREET UPGRADE HDufPetesm`"" "` " 'gkRag"g n; B Ri ellis Inc. '` psmieval waver�me fix smuuvl Fq MP SPRINGFIELD, OREGON ��.BPP LANECOUNTV DE9GNEP: HHPP REVIEWER: BIB CH'Cle HoW DRAFTER: HHPP ]IR6: 12/31/2029 a OAU N£ DATE SHEET SHEET No. DETAILS m/1Ar2Cd3 a of 111 BB36 Manhole cove e Manhole cover antl frame E and frame Flnish grade = � �_ =-1 AAJus[mentr ng(g _ e J 1 I r, (As requ red) Manhole cgver antl frame ,'°,� � WI'gn wtM1 ztepsl l ` _ Precast 9ratle � L tlnq(5) ManM1ole steps (AS regYirse ui etl) outfat _ PLAN 'r cower 6 Non wrmSlVe I S I L fastener for Tracer wire Z � � I I !rarer wVe t I fTYP) � �:� s / Va�.il barer wVe 13'[0 l6" � — FRONT SIDE ' k coil dna Seca re m ranener. www see pla"z ror x Imeamred roave enoggn free wire m extend imam ri9nt from lowest PL4N Is^above rop of manhole rover precast nav aan mph � outrall piper, or as aveaed. see 000rS QPL for a«eplable amernate manhole steps. �gwest now line NOTE No conflict wim pipe align with available shelf. DETAIL "A" DETAIL "B.. DETAIL "C" TRACER WIRE MANHOLE STEPS PRECAST CONICAL TOP ¢ee general note 6J (see general nate n OR PRECAST FLAT SLAB TOP AND MANHOLE STEPS ORIENTATION 15ee geneml note ]1 GENERALNOTES FOM1ALLDfTAll50N THISSHEET: (atG a00xrv0N/A_____ SoaoaT[________16 SAN=2019 _____ NOTE rvell x meenmwu no 1. All precast products shall mnlorm ro requlremenls of ASTM C4]8. ]. SRps sM1all conform [o requirements of ASTM C4]6. tM1e vveot'oregon s,anea,e"spe,eiea,i nsa e when H=42• or less pmu steps' The se/ecrlon and use of this z. stanaam preea5t mannme Semon diameter Shall be ae'. use az•' if Specified Dv me see oeeail •o ror alignmem of slap:, aha manhole cover dna eame. OREGON STANDARD DRAWINGS Engineer. Standard Orawing, wh/le de- -- - - - - -- - - signed in accordance with 3. see sm. owg. Ro34s m. pipe ro mannNle conneamn5. general/y accepted englneer- SitALLOW MANHOLE DETAILS a. see sla. Dwg. Ronda ro. manhole base seaign. ing princip/es and practices, 10. Max. pipe diameter varies wi[M1 pipe material. %t the s0/P rPtpOnt%b%6ty Of s. Adjust z4^maximum. the user and should not be 2021 I L See Std Dwg. 80342 for shallow manholes. used without contu/ting a 6. All connecting pipes shall have a tracer wire, or approved alternate. Place t a<er wire directly over pipe centerline and on top of the pipe zone material. 12. See proJect plans for details not shown. Registered Professional En— gineer. EIO'I3jES: 12/31/2029 COOT DETAIL MODIFIED Tracer Are,, (42' if see8.clNO a j� joint nae as regmred concrete bench 46'• channel (See general note I1) _ (See general nate 2) 2 -14 hoops slope vanes'. 14 ft. min. 142" if specified) Shape channel to match Tracer eegenlre L — general note 1 D Tracer re Seegeneral bottom half of largest pipe seE r ^ __�i r A 1 note 12 Tracer wire } } 1 (See general note 111 J- - 4 a TJ_ (See general hole ll) T I 8 Channel 1 min ry (See general [ 2) SM1ape cbannel to match II al ,gygm hall of pipe 1 _ _ _ 1 I � INVERc CHA NEL I 1 I I I I II N p—y= 71 i i i;' i t icy: Irl Base mcR�� .xaaf34a. .✓.mrX�T�s'min. #3 bars, ry #4 bars, 12- cc 1 12-ccmax. 1-N4 Nooa (Rmin ways) Pour concrete against undisturbed material SECTION A -A SECTION B -B Oualee of base may1� r¢ be or octagonal, 1 [hround at e option of �� N SDR BATE ------- _147JUL_2014 --- - the convraanr NOTE: All ma nal antlwohmans hlpshall beinatcoed.... w¢h * As measured at Inner manhole wall. An reinforcement shall be 2 The selection and use of this Standard Drawing, while de- clear of nearest face of cony., *3 bars, signedinaccordancewith generally accepted engineer - unless otherwise shown. CAST IN PLACE MANHOLE BASE BASE SECTION ��' May pcc In manhole base scolor GENERAL NOTES FOR ALL DETAILS ON THIS SHEET: 2021 1. All concrete shall be commercial grade Concrete. IT'ctr.,tr. max. plans. 2. channels shall be constructed to provide smooth slopes and radii to outlet pipe. 8. All precast products shall conform to the requirements of ASTM C478. Q and/or rlu,pe). cm. cCr. '�-?� 10. See Std. Dog. RD336 for manhole steps details. 5. Use on 42' and 48' diameter manhole. Construct Invert channels to 1I. See Std. Dwg. RD336 for trater wire details. 6. Extend pipe Inco manhole and grout smooth. 6P Pipets) may extend 2- max. beyond the Interior manhole wall. R. At spring line of pipe, extend channel up to crown line on 12:1 batter. w (Bonn ways) ) DATE RN19ON APPR'D LAURA STREET UPGRADE DESIGNER: HHPR REVIEWER: R1R SPRINGFIELD, OREGON a niform flow lines with gradual LANE COUNTY PP NOW DRAFTER: HHPR DETAILS LANE oRE�o- DATE 24/18/2023 SHEET .33 or IBB SHEET NO. BB17 b transition seRions. 3-N4 noaps 1 w ___I_____I____ 1_ (Topa s r m (See g ner (See general hale l 0 �r 1 I - L 1 (42..r5 9q. 1 + Tracer wire Trip.) ll �C (See gen rat note I1) Oualee of base may1� r¢ be or octagonal, 1 [hround at e option of �� N SDR BATE ------- _147JUL_2014 --- - the convraanr NOTE: All ma nal antlwohmans hlpshall beinatcoed.... w¢h lap lo^ PLAN An reinforcement shall be 2 The selection and use of this Standard Drawing, while de- clear of nearest face of cony., OREGON STANDARD DRAWINGS signedinaccordancewith generally accepted engineer - unless otherwise shown. CAST IN PLACE MANHOLE BASE BASE SECTION (For invert channel details, see precast option at right) GENERAL NOTES FOR ALL DETAILS ON THIS SHEET: 2021 1. All concrete shall be commercial grade Concrete. ]. Location, elevation, diameter, slope, and number of pl pets) varies, see project plans. 2. channels shall be constructed to provide smooth slopes and radii to outlet pipe. 8. All precast products shall conform to the requirements of ASTM C478. 3. Bases may be precast or Cast in place. 9. See Sid. Dog. RD345 for pipe to manhole connections. 4. Max. pipe diameter varies withpipe material. 10. See Std. Dog. RD336 for manhole steps details. 5. Use on 42' and 48' diameter manhole. 1I. See Std. Dwg. RD336 for trater wire details. 6. Extend pipe Inco manhole and grout smooth. Pipets) may extend 2- max. beyond the Interior manhole wall. R. At spring line of pipe, extend channel up to crown line on 12:1 batter. DATE RN19ON APPR'D LAURA STREET UPGRADE DESIGNER: HHPR REVIEWER: R1R SPRINGFIELD, OREGON LANE COUNTY CHECKER: NOW DRAFTER: HHPR DETAILS LANE oRE�o- PLAN PRECAST MANHOLE BASE cALG BOOK N0.NLA------- SDR BATE ------- _147JUL_2014 --- - NOTE: All ma nal antlwohmans hlpshall beinatcoed.... w¢h the arrant Grego, standard SuourcXone The selection and use of this Standard Drawing, while de- OREGON STANDARD DRAWINGS signedinaccordancewith generally accepted engineer - 'SHALLO-W MANHOLE ingprinciples and practices, BASE SECTION is the sole responsibility of the userand should not be 2021 used ernhion consulting a Registered Professional En- geneer. te: December 1 2022 - May 31 2023 RD344 HalaNa et A N NERa l eseream,B B,lSIR—OR Houf Petal -son LANDSCAPEAll Righellist Inc. �acgyw. x rv,.hhpemr m: w. DESIGNER: HHPR REVIEWER: R1R CHECKER: NOW DRAFTER: HHPR LANE oRE�o- DATE 24/18/2023 SHEET .33 or IBB SHEET NO. BB17 ]OOPIRIES: 12/31/2029 ODOT DETAIL MODIFIED BY HHPR Tracer wire (See note 6) Concrete bench, Tracer wire (See genera note 6) general lope var. D'/f[. min. estifient counce Concrete bench, Concrete invertchannel, Concrete invest channel, (See general no 9) Concrete invert channel, slope ear. 15"/R. min. n Ed vac (See general note ]) lope vac (See generalnote ]) slope ear. l$ee genera note ]) Grout nece rove Can rt chanaln Concrete bench, Grou[(Typ.l Tracer wire !Type Concrete bencM1, slope vac (See general note D slope ear h"/R. m ¢ (See generalnote 6) slope vac y`/ft. min. Tracer wire (Typ.) (See general note 6) Pipe Lryp) -PP emm) -: (S egenenl note l5) gen rat note l5) Pipe zone gyp.)(See PtP ^ (See School note 15) QYPJ (S we general n to 15) Z r Resilient Ior ITYp�I max max. (See general nate Pipe loin[(TY0.) (See general note 8) SECTION i SECTION A -A SECTION BA SECTION AA per B B Concrete invert channel, Concrete invert channel, slope vac Ree general note D Re5111ent connector fTypJ slope ear.(So, general note ]) (See generalnote 9) Gtoul(rypH Tracer wire (TyP.1 Tracer wire fTyp.) (See general note 6) (See moral note 6) A _______ _____ __ __ _______ A A _ A bencM1, Pbe joint(Tyl Connate bench, pe vac !$"/R. min. ,lure (See generalnote 81 slope vac en min. I B « B « PLAN PLAN CONNECTION OF RIGID PIPE TO MANHOLE CONNECTION OF FLEXIBLE PIPE TO MANHOLE GENERAL NOTES FOR ALL DETAILS ON THIS SHEET: cn¢. BOOK NO. N/A _______ son once _______ 14JUL--2014 _____ 8. When rigid pipe is used, the connecting pipe shall have a flexible, gasketted and unrestrained joint NOTE: Al mnmrml :mwommnrmli Irm c—or-r-111 1. All precast sections shall conform to requirements of ASTM C478. within l8"of man hole wall. joint type varies with manufactures e, ox, srznena snrmrmoo: OREGON STANDARD DRAWINGS 9. when Flexible pipe is used, l nstall resilient connectors conforming to requirements Of ASTM C923. The selection and use of this x. Manhole base sections may be precast or caso-in-place. StandardDrawing,while de - 3. All concrete shall be commercial grade concrete. 10. See Std. DWSwYci RD336, and YGiiifor details not shown. signed in accordance with n. See So. Dow. RD336 for manhole steps details. genera//y accepted engineer- PIPE TO MANHOLE CONNECTIONS a Location, elevation, diameter, slope, and number of Pipets) varies, see project Pians. )ng principles and practices, 5. Max. pipe diameter varies with pipe material. 12. See Std. Pvg. RD342 for shallow manholes. is the sole responsibility of the user and should not be 2021 6. All connecting pipes shall have alracer wire, or approved alternate. 13. 13. See Sm. Had, RD344 for manhole base section without consulting d -ors nor. See Std. Dow. RD336 fortracer, wire details. Registered Professional En- ]. Invert channels shall be constructed to provide smooth slopes and radii to outlet Pipe iiiiiiiiiis gineer. Effective Date: December 1, 2022 - Mav 31, 2023 RD345 DATE REVIvoN nccn'D LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY DETAILS DESIGNER: HHPR REVIEWER: RIB CHECKER: N4W DRAFTER: HHPR DATESHEET SHEET No. Dote/2123 m or III BB38 EICFN R : 12/31/2(129 SPRING A ROUND MANHOLE TYPE LID A(T,Hc MAY BE USED WITH APPROVAL LOADS OF THE ENGINEER PRECAST UPPER SECTION WITH LOCKING LID I LOCKING GALVANIZED LID 27 1 27 X 1/4' NOR SL= DIAMOND STATE SURFACE Com' BAC( OF CURB 'V FAC E OF CURB 3ri i i 3 2g0X B' GUTTER BAR �" BOLTS�6> / / 3 MRS TO EXTENT 18" IN 0 GUTTER BAR 2 EACH SQUARE STL PAR X 4 1/2' LONG WELD TQ RAR i o ALL CONCRETE SHALL BE MIN. 3500 PSI COMPRESSIVE STRENGTH AT 28 DAYS o UPPER SECTION TO BE 48' STORM DRAIN INLET BY WALLS CORRELL COMPANY OR EQUAL I SPRING LOADED DPRLS GUTTER EAR LATCH 2 MIRSELOW NORMAL AT FACE OF INLET, -Slop` 114- Ea FOOT NIMINIUM -r — --- _THE---- THE, RJ LE- --� �— — ,,----�- _— Y7 ---- N IN CAT IN 'DAN 1 1 I, G" 1, 6 211 d2" lfi WELL STOP TO SHAFT CITY CF SPRINGFIELD �I 1/4' OG X 115 VIAL PIPE CITY OF SPRiti GFIFT.I) X 3 9/16' LONG "OURS., — SE{, SPIR VG 24 �� TYPI(TT 1 14" ].A. WASHER (' III 1 ;� 24' 3LLL & SPEY I WEL2 TO 'IPE W LID w 13/8" � MT BAR �5/8' 1 X 3/8" X 7/16° DEPT. OF PTBGID TmoRKS SPRING LOADED LATCE o ALL CONCRETE SHALL BE MIN. 3500 PSI COMPRESSIVE STRENGTH AT 28 DAYS o UPPER SECTION TO BE 48' STORM DRAIN INLET BY WALLS CORRELL COMPANY OR EQUAL I SPRING LOADED DPRLS GUTTER EAR LATCH 2 MIRSELOW NORMAL AT FACE OF INLET, -Slop` 114- Ea FOOT NIMINIUM -r — --- _THE---- THE, RJ LE- --� �— — ,,----�- _— Y7 ---- N IN CAT IN 'DAN 1 1 I, G" 1, 6 211 d2" lfi CIN DETAIL MODIFIED BY HHPR DATE I REV19ON VO F. DRAT= T:L BE T4ACdINFT TO =- �. IPE BELL INLAND FOUNDRY CO. INC. i GRATE. . _.NO. 700 SERIES OR EQUAL "IFF Il 4 � � #4 RL3AR Irl N. CFAC- AFLA C LFAIN S LC'L '/4' INTO CATCF BASN TER =C \ OB CITY CF SPRINGFIELD _ CITY OF SPRiti GFIFT.I) "OURS., 24 �� TYPI(TT DEPT. OF PL-DETC WORKS (' III 1 ;� 24' 3LLL & SPEY I DTeaa]\G MIN/ C'b SI II AREA DRAIN DEPT. OF PTBGID TmoRKS CONCRETE INLET CATCH BASIN 4-12 I -TYPE 2 i74A-- �.D 3 a>7 4-9 CIN DETAIL MODIFIED BY HHPR DATE I REV19ON VO F. DRAT= T:L BE T4ACdINFT TO =- �. IPE BELL INLAND FOUNDRY CO. INC. i GRATE. . _.NO. 700 SERIES OR EQUAL "IFF Il 4 � � #4 RL3AR Irl N. CFAC- AFLA C LFAIN S LC'L '/4' INTO CATCF BASN TER =C \ OB CITY CF SPRINGFIELD ,> FlO A' � y TT � 24 �� TYPI(TT DEPT. OF PL-DETC WORKS (' III 1 ;� 24' 3LLL & SPEY I DTeaa]\G MIN/ C'b SI II AREA DRAIN 4-12 I nl L\O '�„ 'IVL-- - _ CITY CF SPRINGFIELD 3�NDARD - DEPT. OF PL-DETC WORKS DTeaa]\G AREA DRAIN 4-12 APPRD LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY DETAILS MARCU P:HHPP EGA. DRAFTER BIB CHEIXER: EW DRAFTER: HHPP DATE 'HEED SHEETNo. '11N' z3 3z of vE BB39 EMPIR6: 12/31/2029 Frame Ditch now Frame SECTION A - A = 23"', = 3._0. PLAN iota 6) I I II I I I I I I I (Soca wife I (See general note 6) I Pipe cpnneaipn vanes ISeedip-> general note 10) I I I I I I I I I I I L__ 6' 2'-3%' 6- -3}¢ ELEVATION Frame GENERAL NOTES FOR ALL DETAILS ON THIS SHEET: I. All concrete shall be commercial grade concrete. M-2 TpeC2) graph dmay be usip bam¢asd by the engiDetaneer. er. Oi[cM1 Flaw C-2 (Type 2) grates may be uses If approves by loading. engineer. ~_ 3. Catch basin, frame, and grates shall meet H2O leasing. 4. Provide sump only when shown on plans, and allowed byJurismction.Fliesissiddrel, gNBlBT. s, x°cross bars shah be Nub with the grate surface and may be fillet welded, resistance welded or eleareforg¢a to bearing bars. 6. See So. Dwg. RD336 for tracer wire flamils, or approves alternate. 2. Max. pipe diameter varies with pipe material. 8. Do not uze In loratlion where Inlet can be struck by an errant vehicle, or provide shielding of Inlet. 9. Inlel base may be cast -in-place or precast Where precast inlet base is uses as an alternate, a 4- compactas eling bed of sand or k'-0 crushed aggregate shall be provided. All precastInlets shall conform to requirements of ASTM 0913. re t 10. � "^SPP_ _ _._ IL Location, eleva(ion, tliame(ep slope, antl number of piper) vane; see projeR plans. DATE RN19ON APPR'O LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY DETAILS G-2 FRAME (See genal more 2) 2 2 ODOT DETAIL MODIFIED BY HHPR G-2 GRATE (TYPE 1) (See general note 2) DETAIL A (Anchor bolt medication, see general note 2) cga .eooe . N/A I an, FATE 21-1U L-2015 Effective Date: December 1, 2022 - May 31, 2023 RD370 0196NER:HHPR REVIEWER: RIR CHEIXER: N4W DRAFTER: HOPE OF DATE SHEET SHEET No. 00/DATE 3 33 ]]] EET NOTE All arroi and won ma ell hema¢ menet wlm th, arren, engem stardom Spsn,tlenz Me selection and use of this 51a1dard Drawing, Ivhi/e de- OREGON STANDARD DRAWINGS signed in accordance with generally accepted engineer- CONCRETE INLET ing principles andpractices, TYPE D is the sole responsibility of the userandshould notbe 2021 used without consulting a Registered Professional En- gineer. Effective Date: December 1, 2022 - May 31, 2023 RD370 0196NER:HHPR REVIEWER: RIR CHEIXER: N4W DRAFTER: HOPE OF DATE SHEET SHEET No. 00/DATE 3 33 ]]] EET SEE NOTE 1 SEE NOTE 3 ;S.. NOTE 2 1 q PIPE TO PIPE PIPE TAP SIZE AND SLOPE (SEE PLAN) MANHOLE OR CATCH BASIN PIPE CONNECTION TO EXISTING NTS 1. CORE HOLE INTO Viii MIN.,4" MAX. CLEAR OF PIPE WALL. GROUTSPACE WITH NOWSHRINK GROUT. FOR SANITARY CONNECTION INSTALL WATER TIGHT BOOT. 2. USETERNCO" FLEXIBLE COUPUNG WITH STAINLESS STEELCIAMPS OR APPROVED EQUALAS REQUIRED. 3. CORE HOLE INTO PIPE AND INSTAL "FOWLER"SEWER BOOTTAP OR APPROVED EQUAL 45° BEND— ROTATE AS 3' MIN COVER ON STORM REQUIRED PIPE, UNLESS OTHERWISE SHOWN ON PLANS. A S E10'IR6: 12/31/2029 12" ACTUAL STRUCTURAL DESIGN TO BE PROVIDED WITH 90% SUBMITTAL, AFTER CITY/COUNTY APPROVAL OF THIS OUTFALL STRUCTURE. RIM ELEV. (SEE GRADING PLAN) LANDSCAPE AREA DRAIN NT PIPEOUTFALL ELEVATION SCALE: NTS PIPE OUTFALL ' ami MON r 15■N 0���� �wbars@ 1z^ a RVP l B RAW PLAN SCALE: NTS 8 . CT -1 a4 bars @ R" OC (WP.) DETAIL MODIFIED BY Iiiiiiiiiiiiiiiiin / ban @ 3"a ItYPI a4 b rs a4 ban, @12"OC a4 bar @ 13" a (ND.) TYPICAL WING ELEVATION SCALE: All HEADWALL DIMENSIONS Pipe Diameter 6"MIN 12"X12" "LYNCH" C 12" 0 MAX 3. it mall beplacedthwitb[ne center of [M1e CATCH BASIN, OR APPROVED EQUAL 24" VARI 5'-93/4' 31 3D" Ni ]'-65/8" USE PIPE MANUFACTURES ADAPTER CONNECTOR OR II II "FERNCO"FLEXIBLE COUPLING �'1 VARIES WITH A STAINLESS F'� STEEL CLAMPS OR APPROVED EQUAL. TEE OR WYE AT I NSTALL BEN DS AS N ECESSARY TO 10'-T' MAIN PROVIDE INVERT ELEVATION AT CATCH 42" BASING. SEE PLANS. 11'd 1/4" LANDSCAPE AREA DRAIN NT PIPEOUTFALL ELEVATION SCALE: NTS PIPE OUTFALL ' ami MON r 15■N 0���� �wbars@ 1z^ a RVP l B RAW PLAN SCALE: NTS 8 . CT -1 a4 bars @ R" OC (WP.) DETAIL MODIFIED BY Iiiiiiiiiiiiiiiiin / ban @ 3"a ItYPI a4 b rs a4 ban, @12"OC a4 bar @ 13" a (ND.) TYPICAL WING ELEVATION SCALE: All HEADWALL DIMENSIONS Pipe Diameter A B C ere 2. All corners snail bechatteredlaced 3. it mall beplacedthwitb[ne center of [M1e 24" 3'-0" 5'-93/4' 31 3D" 3'-6" ]'-65/8" 4'-D" 36" 4'1' 9-1 5' ) 39" 4'-3" 10'-T' 5'-6 42" 4'-6" 11'd 1/4" 6'-0" AS - so(�RIFV auoxoluNuonieixu D r• 420-2 54" Hillsboro DIAMETER PIPES 66" 6'-9" ll' -113/4" l0' 0" 72" ]'-3" 19'-85/8" 110" DATE APPP'D LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY DETAILS DESIGNER: HHPP REVIEWER: 010 CHEOCR: N4W DRAFTER: FILM DATE SHEFT SHEET No. a4EA/2023 1 34 or 111 6621 NOTES: 1. All concrete shall beclass ere 2. All corners snail bechatteredlaced 3. it mall beplacedthwitb[ne center of [M1e rtsidciogzteel elaver of bars2"from the surface of the CORNER BARS DETAIL cont `ocNid.e, 0. Provide a II" footing as shown where required (o SCALE NTS maintain 4" minimum coverage for pipes. SCAxLElx ST], Di NO. • CONCRETE HEADWALL FOR LARGE so(�RIFV auoxoluNuonieixu D r• 420-2 Hillsboro DIAMETER PIPES SCALE `A."A:uiaffai ucoxo�xs,r NTS Public Works FILE NAME: COH-420-2.OWG I PLOTDATE 1/13/20174:58PM DATE APPP'D LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY DETAILS DESIGNER: HHPP REVIEWER: 010 CHEOCR: N4W DRAFTER: FILM DATE SHEFT SHEET No. a4EA/2023 1 34 or 111 6621 EIOa][II 12/31/2029 DATE TABLE A .A. (In) .B. GN .C.. (in) .D.. (In) 4 10 4 8 6 10 4 8 8 10 6 10 10 10 6 10 12 12 6 10 15 12 6 10 18 16 6 12 21 16 6 12 24 18 6 12 30 18 6 12 36 24 6 14 42 24 6 14 48 24 6 14 54 24 6 14 60 24 6 14 66 24 6 14 72 24 6 14 For pipes over 72" diameter, see general note 3. RN19ON cSurfacing -match Topsail or existing material Top of membde� 2 as directed Trench foundation — stabilization, asrequired APPR'D Finish grade ease mate. al L ED cE BEv Vf:o rtE qgc is �E a a Tracer wire nBoat general .B. Nom. .B. Pipe dlameter .A. "C"Pipe bedding, - see Table A 24- in. " LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY DETAILS ODOT DETAIL MODIFIED BY HHPR MULTIPLE INSTALLATIONS &.0 DIAMETER MIN. SPACE BETWEEN PIPES Up to GB" 24" 48" to R" one helf('z) dfa.ofpipe GENERAL NOTES FOR ALL DETAILS ON THIS SHEET: I. 2. For pipe Installation In embankment areas where the trench method will not be used and the pipe is 1 36" diameter, Increase dimension "B" to nominal pipe diameter. 3. Pipes over R" diameter are structures, and are not applicable to this drawing. 4. See Std, Dwg. RD336 for racer wire details (WM1ee resulted). CAI LANE N.. N/A Are ENATE 14-JUL-2014 NOTE. orr The selection and use of this OREGON STANDARD DRAWINGS Standard Drawing, while de- signedin accordance with TRENCH BACKFILL, BEDDING, generally accepted engineer- PIPE ZONE AND MULTIPLE ing principles andpract/ces, INSTALLATIONS is the so/e reve c.sibilov of the user and should not be 2021 used without consulting a Registered Profession./En- g/neer. DE9GNER: HHPR REVIEWER: BIB ElTRACER : HHPR DATE SHEET SHEET No. a4h8cu 23 3s of IIII BB22 EXP]RES: 12/31/2029 I I I I I I 2150 LAURA ST I I I I I I I I I PROPOSEDTOE I -- EX. ROWI— DATE Q G 45.0' 10.1- 1.5% 1.896 oo°°pO I °O000 ° f O °00000° Co. 1 00000°° Yp Q 1.5% 4.5 oo°poo PC STA: 22+19.95, 22.99' L (IAURAST-CL) REV@ON �o a a 2. ALL CU RBS ARE TO HAVE 6" REVEAL UN LESS NOTED W OTHERWISE. F 7 3. LEVEL LANDING SLOPES SHALL BE 2.0% MAX. PARALLEL C AN D PERPENDICULAR TO DIRECTION OF TRAVEL. OF 4. RAMP SLOPES SHALL BE 8.3% MAX. IN DIRECTION OF TRAVEL AND 2.0% PERPENDICULAR TO DIRECTION OF TRAVEL. CURB RETURN GEOMETRY DELTA=90° 12' 13" RADIUS= 30.00' LENGTH = 47.23' TANGENT=30.11' CITY TO REVIEW LANDSCAPI NO OR CONCR ETE HAR ESCAPE PRIVATE DRIVE SW CURB RETURN LAURA STREET AEER'I LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY CURB RETURN DETAILS 0 SULEC'= 5' DE9GNEP: HHPP REVIEWER: BIB CHEQEM N4W DRAFTER: HHPP DATE SHEETSHEEE�TT NO. 00/1$/20x3 36 OE III BW1 4.4' 2.5%EX 444.89 EX TC STA 22+49.98, 60.91' L 44439EXG (IAURAST-CL) O2 O CONSTRUCT PERPENDICULAR CURB RETURN RAMP PER DETAIL SHEET BB04. SAWCUT CLEAN UNE AND MATCH EXISTINGCURB, SIDEWALK AND/OR ASPHALT PAVEMENT. RECONSTRUCT CT EXISTING AS NEEDED IF DAMAGED DURING CONSTRUCTION. CONSTRUCT SIDEWALK TO NEAREST EXISTING PANEL O9 CONSTRUCT FULL DEPTH CU RB PER DETAIL ON SHEET BBO6. 444.97 EX TC gg5.18 EG 444.82 EXG 0.7%EX — GENERAL NOTES 1r 1. CONTRACTOR TO NOTIFY ENGINEER IF EXISTING GRADE ELEVATIONS ON SITE DIFFER SUCH THAT MATCHING 445.16TC PTSTA:22+49.94,53.10'L W EXISTING ELEVATIONS CREATES SEVERE SLOPES, ADVERSE e� 444.876 (IAURAST-CL) C DRAINAGE, OR AFFECTS PROPOSED DESIGN INTENTION. a 2. ALL CU RBS ARE TO HAVE 6" REVEAL UN LESS NOTED W OTHERWISE. F 7 3. LEVEL LANDING SLOPES SHALL BE 2.0% MAX. PARALLEL C AN D PERPENDICULAR TO DIRECTION OF TRAVEL. OF 4. RAMP SLOPES SHALL BE 8.3% MAX. IN DIRECTION OF TRAVEL AND 2.0% PERPENDICULAR TO DIRECTION OF TRAVEL. CURB RETURN GEOMETRY DELTA=90° 12' 13" RADIUS= 30.00' LENGTH = 47.23' TANGENT=30.11' CITY TO REVIEW LANDSCAPI NO OR CONCR ETE HAR ESCAPE PRIVATE DRIVE SW CURB RETURN LAURA STREET AEER'I LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY CURB RETURN DETAILS 0 SULEC'= 5' DE9GNEP: HHPP REVIEWER: BIB CHEQEM N4W DRAFTER: HHPP DATE SHEETSHEEE�TT NO. 00/1$/20x3 36 OE III BW1 EXPIRES: 12/31/2029 DATE O2 CONSTRUCT PERPENDICULAR CURB RETURN RAMP PER DETAIL SHEET BB04. O3 SAWCUT CLEAN LINE AND MATCH EXISTING CURB, SIDEWALK AND/OR ASPHALT PAVEMENT. RECONSTRUCT EXISTING AS NEEDED IF DAMAGED DURING CONSTRUCTION. CONSTRUCT SIDEWALK TO NEAREST EXISTING PANEL DCONSTRUCT FULL DEPTH CURB PER DETAIL ON SHEET BB06. LAURA STREET PRVIATE DRIVE NW CU RB RETU RN PTSTA: 23.06.18,22.98'L (IAURAST-CL) RN19ON AlP"'° LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY CURB RETURN DETAILS GENERAL NOTES 1. CONTRACTOR TO NOTIFY ENGINEER IF EXISTING GRADE ELEVATIONS ON SITE DIFFER SUCH THAT MATCHING EXISTING ELEVATIONS CREATES SEVERE SLOPES, ADVERSE DRAINAGE, OR AFFECTS PROPOSED DESIGN INTENTION. 2. ALL CU RBS ARE TO HAVE 6" REVEAL UN LESS NOTED OTHERWISE. 3. LEVEL LANDING SLOPES SHALL BE 2.0% MAX. PARALLEL AND PERPENDICULAR TO DIRECTION OF TRAVEL. 4. RAMP SLOPES SHALL BE 8.3% MAX. IN DIRECTION OF TRAVEL AND 2.0% PERPENDICULAR TO DIRECTION OF TRAVEL. DELTA = 88° IT 48" RADIUS = 30.00' LENGTH = 46.23' TANGENT=29.12' 0 SULEC'= 5' DE96NEP: HHPP REVIEWER: BIB CHEIXER: N4W DRAFTER: HHPP DATE SHEET SHEET No. '/18/2023w or IIII BCO2 EXPIRES: 12/31/2029 (LAURA ST -CL) LAURA STREET LINDALE DRIVE SW CURB RETURN DATE RFv190N APPN'D LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY CURB RETURN DETAILS OCONSTRUCT PERPENDICULAR CURB RETURN RAMP PER DETAIL SHEET BB04. O3 SAWCUTCLEAN UNE AND MATCH EXISTING CURB, SIDEWALK AND/OR ASPHALT PAVEMENT. RECONSTRUCT EXISTING AS NEEDED IF DAMAGED DURING CONSTRUCTION. CONSTRUCT SIDEWALK TO NEAREST EXISTING PANEL. O5 CONSTRUCT FULL DEPTH CURB PER DETAIL ON SHEET BIRK GENERAL NOTES 1. CONTRACTOR TO NOTIFY ENGINEER IF EXISTING GRADE ELEVATIONS ON SITE DIFFER SUCH THAT MATCHING EXISTING ELEVATIONS CREATES SEVERE SLOPES, ADVERSE DRAINAGE, OR AFFECTS PROPOSED DESIGN INTENTION. 2. ALL CU RBS ARE TO HAVE 6" REVEAL UN LESS NOTED OTHERWISE. 3. CONSTRUCT ADA RAMP PER COOT STD. DETAIL NO. RD912. 4. LEVEL LANDING SLOPES SHALL BE 2.0% MAX. PARALLEL AND PERPENDICULAR TO DIRECTION OF TRAVEL. 5. RAMP SLOPES SHALL BE 8.3% MAX. IN DIRECTION OF TRAVEL AND 2.0% PERPENDICULAR TO DIRECTION OF TRAVEL. CURB RETURN GEOMETRY DELTA = 90° 00' oo" RADIUS= 20.00' LENGTH = 31.42' TANGENT=20.00' 0 SULEC'= 5' DE9GNER: HHPR REVIEWER: BIB CHEIXER: N4W DRAFTER: HHPR DATESHEET SHEET No. '/18/2023 3R of III BC03 444.32 EG W K A, a W z Z J PC STA: 30,86.69,42.97'L 1 2.3% (I -AU RA ST - CL) EXPIRES: 12/31/2029 JL s\IXISTINGCOMMUNICATION BOXTOBE \ RELOCATED BY UTILITY PROVIDER 466.54 TC 466.04 G EXISTING UTIUTY POLE TO BE RELOCATED BY UTILITY PROVIDER LAURA STREET DATE REV19ON 2300 LAURA ST ^--- PROPOSEDTCE ---------------_ I � I � I � 4 I � SEE BO05 FOR DRIVEWAY GRADING DETAILS D 0 S.3 3.5' 1 W.1" S 444.67 TC PT STA: 31+06.68, 23.01' L I Imo."G I LIN DALE DRIVE NW CURB RETURN Q p PROPOSED ROW 4.6' 4.5 S.0' 3.5' 1.5% 4.5116 0 coo Q IX. ROW � - o 0 S.3 APPRD LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY CURB RETURN DETAILS m CONSTRUCTION NOTES OCONSTRUCT PERPENDICULAR CURB RETURN RAMP PER DETAIL SHEET BB04. 03 SAWCUTCLEAN UNE AND MATCH EXISTING CURB,SIDEWALK AND/OR ASPHALT PAVEMENT. RECONSTRUCT EXISTING AS NEEDED IF DAMAGED DURING CONSTRUCTION. CONSTRUCT SIDEWALK TO NEAREST EXISTING PANEL. 05 CONSTRUCT FULL DEPTH CURB PER DETAIL ON SHEET BIR06. GENERAL NOTES 1. CONTRACTOR TO NOTIFY ENGINEER IF EXISTING GRADE ELEVATIONS ON SITE DIFFER SUCH THAT MATCHING EXISTING ELEVATIONS CREATES SEVERE SLOPES, ADVERSE DRAINAGE, OR AFFECTS PROPOSED DESIGN INTENTION. 2. ALL CU RBS ARE TO HAVE 6" REVEAL UN LESS NOTED OTHERWISE. 3. CONSTRUCT ADA RAMP PER COOT STD. DETAIL NO. RD912. 4. LEVEL LANDING SLOPES SHALL BE 2.0% MAX. PARALLEL AND PERPENDICULAR TO DIRECTION OF TRAVEL. 5. RAMP SLOPES SHALL BE 8.3% MAX. IN DIRECTION OF TRAVEL AND 2.0% PERPENDI CULAR TO DIRECTION OF TRAVEL. CURB RETURN GEOMETRY DELTA = 90° 00'00" RADIUS = 20.00' LENGTH = 31.42' TANGENT=20.00' DE9GNER:HHPR REVIEWER: BIB CHEIXER: N4W DRAFTER: HHPR DATE "'EFT sNF/FT�N,�o. 00/1$/1023 39 OF III B� 3.5' 44.65 TC S 444.67 TC PT STA: 31+06.68, 23.01' L 44.156 444.176 (LAURA ST -CL) LIN DALE DRIVE NW CURB RETURN APPRD LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY CURB RETURN DETAILS m CONSTRUCTION NOTES OCONSTRUCT PERPENDICULAR CURB RETURN RAMP PER DETAIL SHEET BB04. 03 SAWCUTCLEAN UNE AND MATCH EXISTING CURB,SIDEWALK AND/OR ASPHALT PAVEMENT. RECONSTRUCT EXISTING AS NEEDED IF DAMAGED DURING CONSTRUCTION. CONSTRUCT SIDEWALK TO NEAREST EXISTING PANEL. 05 CONSTRUCT FULL DEPTH CURB PER DETAIL ON SHEET BIR06. GENERAL NOTES 1. CONTRACTOR TO NOTIFY ENGINEER IF EXISTING GRADE ELEVATIONS ON SITE DIFFER SUCH THAT MATCHING EXISTING ELEVATIONS CREATES SEVERE SLOPES, ADVERSE DRAINAGE, OR AFFECTS PROPOSED DESIGN INTENTION. 2. ALL CU RBS ARE TO HAVE 6" REVEAL UN LESS NOTED OTHERWISE. 3. CONSTRUCT ADA RAMP PER COOT STD. DETAIL NO. RD912. 4. LEVEL LANDING SLOPES SHALL BE 2.0% MAX. PARALLEL AND PERPENDICULAR TO DIRECTION OF TRAVEL. 5. RAMP SLOPES SHALL BE 8.3% MAX. IN DIRECTION OF TRAVEL AND 2.0% PERPENDI CULAR TO DIRECTION OF TRAVEL. CURB RETURN GEOMETRY DELTA = 90° 00'00" RADIUS = 20.00' LENGTH = 31.42' TANGENT=20.00' DE9GNER:HHPR REVIEWER: BIB CHEIXER: N4W DRAFTER: HHPR DATE "'EFT sNF/FT�N,�o. 00/1$/1023 39 OF III B� LAURA STREET STA: 30,39.91,23.09- R LAURA ST- CLI EIPIItFS: 12/91/2029 3211 LAURA 9T LINDALE DRIVE SE ADA RAMP DATE REV19ON CONSTRUCTION NOTES 445.35 IX TC PER PEN DICUTAR CURB RAMP PER DETAIL SHEET 445.38 TC BB03. 445.40 TC SAWCUTCLEAN LINEANDMATCH EXISTING CURB,SIDEWALK 445.43 EX TC AND/OR ASPHALT PAVEMENT. RECONSTRUCT EXISTING AS 444.95 EX G 1 415.26 EX 444.88 G 05 444.90 G GENERAL NOTES 1444.93 EX G CONTRACTOR TO NOTIFY ENGINEER IF EXISTING GRADE 3 5.0' ELEVATIONS ON SITE DIFFER SUCH THAT MATCHING 5.0' 3 5.0' DRAINAGE, OR AFFECTS PROPOSED DESIGN INTENTION. STA: 31+03.18,23.08'R 00 ALL CU RBS ARE TO HAVE 6" REVEAL UN LESS NOTED 0 0000000 o�°0000°O°oo 5 ........... 00PiMV- 0 F4.1% 445.66 TC O 0w 445.66 G445.78IX SW0.5% 4 0.5% 4.2% � I ucmcvmu .._.. __. I'X nnc na au 444 fd FX <W 1 EIPIItFS: 12/91/2029 3211 LAURA 9T LINDALE DRIVE SE ADA RAMP DATE REV19ON CONSTRUCTION NOTES OCONSTRUCT PER PEN DICUTAR CURB RAMP PER DETAIL SHEET BB03. 03 SAWCUTCLEAN LINEANDMATCH EXISTING CURB,SIDEWALK LAURA STREET AND/OR ASPHALT PAVEMENT. RECONSTRUCT EXISTING AS NEEDED IF DAMAGED DURING CONSTRUCTION. CONSTRUCT 1 415.26 EX SIDEWALK TO NEAREST EXISTING PANEL 05 CONSTRUCT FULL DEPTH CURB PERDETAILON SHEETBB06. GENERAL NOTES 1. CONTRACTOR TO NOTIFY ENGINEER IF EXISTING GRADE ELEVATIONS ON SITE DIFFER SUCH THAT MATCHING EXISTING ELEVATIONS CREATES SEVERE SLOPES, ADVERSE DRAINAGE, OR AFFECTS PROPOSED DESIGN INTENTION. STA: 31+03.18,23.08'R (IAURAST-CL) 2. ALL CU RBS ARE TO HAVE 6" REVEAL UN LESS NOTED 445.68 EX TC 44531 TC 445.73 TC465.76 EX TC 445.18 EXG 445.21G 445.236 1 415.26 EX 3 5.0' 5.0' 5.0' 3 o�°0000°O°oo 5 ........... 00PiMV- 0 445.66 TC O 445.66 G445.78IX SW0.5% I'X 4 2.7% 0.5% 3.6% _ 445.8]IXSW gg5.]4 SW 445.]6 SW 445.94 EX SW 2211 LAURA ST LINDALE DRIVE NE ADA RAMP APPRD LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY CURB RETURN DETAILS OTHERWISE. 3. CONSTRUCT ADA RAMP PER ODOTSTD. DETAILNO. RD910. 4. LEVEL LANDING SLOPES SHALL BE 2.0% MAX. PARALLEL AND PERPENDICULAR TO DIRECTION OF TRAVEL. 5. RAMP SLOPES SHALL BE 8.3% MAX. IN DIRECTION OF TRAVEL AND 2.0% PERPENDICULAR TO DIRECTION OF TRAVEL. 0 succi = s' OM6NER: HHPR REVIEWER: RJR CHEIXER: N4W DRAFTER: HHPR DATE sHEFT SHEET No. m/18/1@3 a of vT BC05 PC STA: 27+11.18, 23.00' R 445.14 TC CONSTRUCTION NOTES (LAURA ST- CL 4666yrUG LAURA STREET 445.10 TC 444 G O CONSTRUCT PERPENDICULAR CURB RETURN RAMP PER DETAIL 444.60 G 5.4' S 0.6' SHEET BB06. .ry 44_4.69 TC/G 444]4GL O3 SAWCUT CLEANLINE PAVEDMATCHONTING RUCT EXISTING ALK AS 0.]% 0.]% 0.]% AND/011ED ASPHALTDAMAGED DURING RECONSTRUCT EXISTING AS �1' 4668]6 NEEDED IF DAMAGED DURING CONSTRUCTION. CONSTRUCT O ]1% °a° 445.31 TC SIDEWALK TO NEAREST EXI STI NG PANEL 00 ooa000000 19� 444.816 000°°0000 GENERAL NOTES G °0& 1. CONATIONS N SITE DIP ER SU CH THAT STINGINRADEG O ELEVATIONS ON IONS CREATES THAT MATCHING T EXISTING ELEVATIONS CREATES SEVERE SLOPES, ADVERSE DRAINAGE, OR AFFECTS PROPOSED DESIGN INTENTION. 445.1]SW 2.3% v ?S, �- 2. OALL CUTHER IS ARE TO HAVE 6" REVEAL UNLESS NOTED Q 445.105W Z\ OTHERWISE. ' 1iI� 445.05 SW N �^\ 445.14 SW ^ b, r V 3. CONSTRUCT ADA RAMP PER ODOT STD. DETAIL NO. T - - RD912. IX. ROW) - - 2.7% 445]3 TC 2.0�. 59 445.236 4, LEVEL LANDING SLOPES SHALL BE 2.0% MAX. PARALLEL T 4A' S0, \ AN D PERPENDICULAR TO DIRECTION OF TRAVEL. I PROPOSED ROW465.25 SW 445.13 SW T"g 445.185W 5. RAMP TRAVEL AND 2.0% PERPENDICULAR NDICUL RT DIRECTION OF \ ? TRAVEL AND 2.0%PERPENDICULAR TO DIRECTION OF O�gQ 44530SW �\ � o' TRAVEL. S 1+ CURB RETURN GEOMETRY ----- \ \ 445.43 TUG DELTA 90'00'00" PROPOSEDTCE \ \ \ RADIUS=20.00' EXISTING EASEMENT) \ o00 \ 0.8% 5'9 0000 r LENGTH=31.42' "5.78 5W o00o ni TANGENT =20.00' \ \ 445. ]4 SW- \ °0 445.46 TC/G PTSTA: ST-CL)27+31.18,43.00-R 445.815W .. LA \ \ \ 5.9 ° ( URA ST -CLI \ \ \ 0.9% 445.49 TC/G F \ u \ 445.85 SW O \ r ^ PaD 195 PRASAD M 1.3% �\ 446.18 SW 446.11 TC "6.43 EX SW 446.33 TC 445 ]0 G EXPIRES: 12/31/2029 PRASAD CT SE CURB RETURN DATE I APPP'D I � o 3.0% EX 446.40 EX SW X 1.5%EX 446.00 EG 446.34 TC gjI o 445.846 N STA: 2]+31.18, 58.05' R x (LAURA ST - CL) LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY CURB RETURN DETAILS DESIGNER: HHPP REVIEWER: BIB CHEQEM NAW DRARTR: HHPP DATE SHEET SHEET No. m/18/1@3 41 or v1 BCO6 EXPIRES: 12/31/2029 LAURA STREET 445.49 TC/G ml PC STA: 27.58.84,43.00- R (LAURA ST -CLI 4as.sa rUG CS 446.19 TC 445.69 G 445.63 TC 445.63TC PTSTA:27+78.84,23.00'R i calla I Ecus. i ivry rvv i E=o 445.IIG 445.136 (IAURAST-CL) 02 CONSTRUCT PERPCNDICULAR CURB RETURN RAMP PER DETAIL 14' SHEET BB04. 445.08 TC/G 6.0 O3 SAWCUTCLEAN LINE AND MATCH EXISTING CURB, SIDEWALK 445.06 GL 0.7% AND/OR ASPHALT PAVEMENT. RECONSTRUCT EXISTING AS NEEDED IF DAMAGED DURING CONSTRUCTION. CONSTRUCT 5,00 SIDEWALK TO NEAREST EH I ST I NG PANEL. 44511 TC/G 06N° 0 GENERAL NOTES 00p 00000 \ �i 1. CONTRACTOR TO N ON FY ENG IN EER I F EXISTI NG GRADE op00 0° 445.63 SW 445.]2 SW ELEVATIONS ON SITE DI FREE SUCH THAT MATCHI NG s EXISTING ELEVATIONS CREATES SEVERE SLOPES, ADVERSE 1� 00000a p0 �' 5.0 445.50 SW ' 9d` O DRAINAGE, OR AFFECTS PROPOSED DESIGN INTENTION. 78 TCv - 0g qo 72.%% 1 - 2. ALL CU RBS ARE TO HAVE 6" REVEAL UN LESS NOTED 28 SW 9pd°. 05.E Q OTHERWISE. CR s� '^ 3. CONSTRUCT ADA RAMP PER ODOT STD. DETAIL NO. ti �6 445.53 SW "\ _ _ RD912. ROW IX. T 'P l� 4.5% 2.3% ` 4. LEVEL LANDING SLOPES SHALL BE 2.0% MAX. PARALLEL .S ep 22' _ ANDPERPENDICULAR TO DIRECTION OFTRAVEL. j 445.68 S PROPOSED ROW 5. RAMP TRAVEL PES AND LLBE PERPENDICULAR DIRECTION OF 'SOS 50 445.58 SW 445.]9 SW TRAVEL AND 2.0%PERPENDI[ULAR TO DIRECTION OF b' h TRAVEL. 445.60 SW / CURB RETURN GEOMETRY DELTA =90°00'00" PROPOSED TCE RADIUS =20.00' n poo a'o .5% 1.5% 445.98 SW / / LENGTHT 20.' oQ Ooo /-_y_ 445905W EXISTING EASEMENT TANGENT 20.00' Q Do° V 1 n N / °oo0 445.98 SW 446.05 SW / I / 1.5%. 446.2 SWRP // I 198 PRASADM N N 2.9% m II "BAD EX SW ofc � gj I T PROPOSED TCE 8% EX 11,1"/✓// 5.0' 446.13 EXSWI I w� 3 PRASAD CT NE CURB RETURN APED LAURA STREET UPGRADE HoufeemmLANDSCAPE R"" "' EIRVI°°' A SPRINGFIELD, OREGON Ri elliRlac.'=E"u LANE COUNTY DE9GNEP: HHPP REVIEWER: BIB CHUXER: N4W DRABER: HHPP DUNE DATE SHEFT SHE C. CURB RETURN DETAILS D �18/2M3 41 OF ,,, BCp7 U m O N 446.25 TC � 445]56 a a 1.4% EX 446.00 EG w� 446.2 EX TC 445.78 EX G STA: 27+58.79,58.02- R (IAURAST-CL) DATE REV19ON 445.63 TC 445.63TC PTSTA:27+78.84,23.00'R i calla I Ecus. i ivry rvv i E=o 445.IIG 445.136 (IAURAST-CL) 02 CONSTRUCT PERPCNDICULAR CURB RETURN RAMP PER DETAIL 14' SHEET BB04. 445.08 TC/G 6.0 O3 SAWCUTCLEAN LINE AND MATCH EXISTING CURB, SIDEWALK 445.06 GL 0.7% AND/OR ASPHALT PAVEMENT. RECONSTRUCT EXISTING AS NEEDED IF DAMAGED DURING CONSTRUCTION. CONSTRUCT 5,00 SIDEWALK TO NEAREST EH I ST I NG PANEL. 44511 TC/G 06N° 0 GENERAL NOTES 00p 00000 \ �i 1. CONTRACTOR TO N ON FY ENG IN EER I F EXISTI NG GRADE op00 0° 445.63 SW 445.]2 SW ELEVATIONS ON SITE DI FREE SUCH THAT MATCHI NG s EXISTING ELEVATIONS CREATES SEVERE SLOPES, ADVERSE 1� 00000a p0 �' 5.0 445.50 SW ' 9d` O DRAINAGE, OR AFFECTS PROPOSED DESIGN INTENTION. 78 TCv - 0g qo 72.%% 1 - 2. ALL CU RBS ARE TO HAVE 6" REVEAL UN LESS NOTED 28 SW 9pd°. 05.E Q OTHERWISE. CR s� '^ 3. CONSTRUCT ADA RAMP PER ODOT STD. DETAIL NO. ti �6 445.53 SW "\ _ _ RD912. ROW IX. T 'P l� 4.5% 2.3% ` 4. LEVEL LANDING SLOPES SHALL BE 2.0% MAX. PARALLEL .S ep 22' _ ANDPERPENDICULAR TO DIRECTION OFTRAVEL. j 445.68 S PROPOSED ROW 5. RAMP TRAVEL PES AND LLBE PERPENDICULAR DIRECTION OF 'SOS 50 445.58 SW 445.]9 SW TRAVEL AND 2.0%PERPENDI[ULAR TO DIRECTION OF b' h TRAVEL. 445.60 SW / CURB RETURN GEOMETRY DELTA =90°00'00" PROPOSED TCE RADIUS =20.00' n poo a'o .5% 1.5% 445.98 SW / / LENGTHT 20.' oQ Ooo /-_y_ 445905W EXISTING EASEMENT TANGENT 20.00' Q Do° V 1 n N / °oo0 445.98 SW 446.05 SW / I / 1.5%. 446.2 SWRP // I 198 PRASADM N N 2.9% m II "BAD EX SW ofc � gj I T PROPOSED TCE 8% EX 11,1"/✓// 5.0' 446.13 EXSWI I w� 3 PRASAD CT NE CURB RETURN APED LAURA STREET UPGRADE HoufeemmLANDSCAPE R"" "' EIRVI°°' A SPRINGFIELD, OREGON Ri elliRlac.'=E"u LANE COUNTY DE9GNEP: HHPP REVIEWER: BIB CHUXER: N4W DRABER: HHPP DUNE DATE SHEFT SHE C. CURB RETURN DETAILS D �18/2M3 41 OF ,,, BCp7 2188 LAURA ST EXISTING EASEMENT J PROPOSED ROW —\ EXPIRES: 12/31/2029 STA: 27.11.68,23.00- L (LAURA ST- CLI DATE LAURA STREET PRASAD CT SW ADA RAMP RN19ON STA: 2]+66.]8,23.00'L (LAURA ST- CLI LAURA STREET PRASAD CT NW ADA RAMP APPRD LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY CURB RETURN DETAILS CONSTRUCTION NOTES OCONSTRUCT PERPENDICULAR CURB RAMP PER DETAILSHEET 31303. 05 CONSTRUCT FULL DEPTH CURB PER DETAIL ON SHEET BB06. GENERAL NOTES 1. CONTRACTOR TO NOTIFY ENG IN EER IF EXISTING GRADE ELEVATIONS ON SITE DIFFER SUCH THAT MATCHING EXISTING ELEVATIONS CREATES SEVERE SLOPES, ADVERSE DRAINAGE, OR AFFECTS PROPOSED DESIGN INTENTION. 2. ALL CU RBS ARE TO HAVE 6" REVEAL UN LESS NOTED OTHERWISE. 3. CONSTRUCT ADA RAMP PER COOT STD. DETAIL NO. RD910. 4. LEVEL LANDING SLOPES SHALL BE 2.0% MAX. PARALLEL AND PERPENDICULAR TO DIRECTION OF TRAVEL. 5. RAMP SLOPES SHALL BE 8.3% MAX. IN DIRECTION OF TRAVEL AND 2.0% PERPENDICULAR TO DIRECTION OF TRAVEL. 0 SULEC'= 5' DE96NEP:HNPP REVIEWER: BIB CHEIXER: .W DRAFTER: NNPP DATE SHEETs1111TT NO 00/1$/20x3 Ai or III BYW O3 CONSTRUCTCONCRETE DRIVEWAY PAVEMENT SECTION PER DETAIL ON SHEET BBIO.CONTRACTOR TO MATCH EXISTING SCORING PATTERN. EXPIItFS: 12/91/2029 I I I I I I C I I PROPOSED TOE PROPOSED ROW J 2110 LAURAST I 1� 3 EX. Q I x 0.6%EX 4 445.36 RIM I p m 4 - 445.95 SW 4 445.93 SW � I SII SII 4 4 OS% 0.5% OS% 445.98 SW - 445.8]SW 1I IX. ROW 4445.9]SW II II 7 18.5' 445.39 G STA: 21.60.94,23.00- -� 445.30 G (LAURA ST- CLI LAURA STREET 2110 LAURA STREET - DRIVEWAY DETAILS DATE REVISION AFFN'D LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY DRIVEWAY PLAN 0 SGLEC'= 5' DE96 NER: Lf, REVIEWER: RJR ME N4W DRAFTER: HHPR DATE SHUT sHFFT No. m/18/2M3 as of vT BDOl 0 SAWCUTEXISTING ASPHALT AND/OR CONCRETE AND REMOVE AS REQUIRED FOR IMPROVEMENTS. O2 CONSTRUCTASPHALTDRIVEWAY PAVEMENT SECTION PER DETAIL ON SHEET BB30. 40' DRAINAGE & SEE HBOS FOR DITCH GRADING O7 CONSTRUR FULL DEPTH CURB PER DETAILON SHEET BB06. CULVERT EASEMENT AND OUTFALL DETAILS ---------------- 2150 LAURA ST —�-- PROPOSED TOE 2188 LAURA ST ADDITIONAL TORO 6 REQUIRED FOR x DRIVEWAY GRADING MATCH POINT I1 T to T EX. =ASPHALT CV J�,jrfU3 444.01 EG ..62 TC PROTECT EXISTING FENCE X EX. ROW/}JII PROPERTY LINE J EXP]ER6: 12/31/2(129 DATE 0 REVIEW DESIGN WITH CRY PRIOR TO 90%. NCRETE HEADWALL DESIGN AND GRADING TO BE PROVIDED WITH 90%SUBMITTAL o 438.5] FG 445.01TC 466.53 SW PROPOSED ROW 444]8 TC 444.48 SW _ 444.25SW I T _ _ _ _ 444.28 SW _ EX. ROW OS% � o I y1I y1I N �4 of 444.40 SW I� I� 444.185W 444.26 SW - 466.48 SW Q ].5% ].5% 03% 3. 24.0' .0' 444.33 TC 444.48 TC 443.83 G 443.98 G 443.90 TC -STA: 26�29.60,23.00'1- 02 TC 443.84 G (LAURA RAST- ST -CLL) "3.96G 0 LAURA STREET SULEC'= 5' 2186 LAURA STREET - DRIVEWAY DETAILS REV19ON APPR'D HeEpir"Ea ANNE LAURA STREET UPGRADE HDufPeesm`"" ECT SIvR c"�� `sereno S e SPRINGFIELD, OREGON Ri ellis Inc. LANE COUNTY DESIGNER: HHPR REVIEWER: RIR CHEOEM N4W DRAFTER: HHPR DRIVEWAY PLAN SUN£ DATE SHEET SHEET NO. 04/18/1023 as OE v1 gp02 Ol SAWCUTEXISTING ASPHALT AND/OR CONCRETE AND REMOVE AS REQUIRED FOR IMPROVEMENTS. 02 CONSTRUCT ASPHALT DRIVEWAY PAVEMENT SECTION PER DETAIL ON SHEET BRIO. 07 CONSTRUCT FULL DEPTH CURB PER DETAIL ON SHEET 31306. ADDITIOL TORO 6 REQUIRED FOR •----------------- -- - - - - GRADNG MATCH POINT DRIVEWAY R I 2188 LAURA ST 40'DRAINAGE&-- I CULVERT EASEMENT SEE HBOS FOR DITCH GRADING I 2 1 AND OUTFALL DETAIL` I W EX.=ASPHALT I 444.41 TC 0.5%EX d, o —x�— x 443.91 EG 444.02 EG I QO I�O441.49 FG 444J1TC 444.21 G 438.68 W So -(,% m N e EXISTING UTIUTY POLE TO BE RELOCATED BY UTIUTY COMPANY REVIEW DESIGN WITH CITY PRIOR TO 9M I CONCRETE HEADWALL DESIGN AND GRADING TO BE PROVIDED WITH 90%SUBMITTAL — —�PROPOSEDTCE Ic � 438.57 FG 445.05 TC 444.55 SW 445.28 TC 444.85 SW PROPOSED ROW 444.]85W 445.08 SW EX. ROW I� �1 �I . 444.48 SW - 444]85W 445.00 SW ]S% - 13% 4A ` ]S% EWU5JES: 12/31/2029 3.0' 24.0'3.0' 444.63 TC 44412 TC 444.46 TC 4 444.13 G 44416 G 444.40 G 4 LAURA STREET STA: 26«]3.]5, 23.00'L (LAURA ST -CLI 2186 LAURA STREET - DRIVEWAY DETAILS DATE REVIvoN APPP'D LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY DRIVEWAY PLAN SULEC'= 5' DMGNEP: HHPP REVIEWER: BIB CHEIXER: N4W DRAFTER: HHPP DATE SHEETsHEETNo. a4/18/2023 as of v� BD03 CONSTRUCTION NOTES Ol SAWCUT EXISTING ASPHALTAND/OR CONCRETE AND REMOVE AS REQUIRED FOR IMPROVEMENTS. Oa CONSTRUCT ASPHALT DRIVEWAY PAVEMENT SECTION PER DETAILON SHEET BBIO. O7 CONSTRUCT FULL DEPTH CURB PER DETAIL ON SHEET 31306. 383 LINDALE DR ----------------------------------- I o EX.=ASPHALT N I $ a i � 416.64 EX TC x x1 446.65 EXTC 416.14 EX G 0.1%EX 446.15 EX G EX. ROW — PROPOSEDTCE�— ,�I I I I r 3 SEE BC08 FOR CURB 1 RAMP GRADING DETAILS 446.17 TC 446.33 TC 415.63 TC 445.80 TC 415.63 G "5.80G 445.55 SW 445.92 SW 2.5% OJ% - 4.3% Q 2.5% 4.1% 445.4]SW 445.56 SW T Q 445.]2 SW 445.84 SW w - L °°°00000 000 1 11 0000°000 p°o oop0 o00000o p - 3.0' 24.(Y 3.0' 445.56 TC 445.T/ TC D PA0 445.06 G 445.2] G E445.14 TC STA: 27.87.28,23.00- L 445.3�TC 01 /O 445.086 (LAURAST-CL) 445.256 LAURA STREET ° tVV Wk7 (� �� 363 LINDALE DRIVE- DRIVEWAY DETAILS `D4i NDAiE gEV190N APPq'D lea pl "E PLNe"s Q 9N"32p Fq [� LAURA STREET UPGRADE DuteensDnLANDSCAPE "` gkRagg°; B t' Ri ellisInc. �`�s =Lil ..,,.,gym. n.� ..v� MP SPRINGFIELD, OREGON uu.BPP LANE COUNTY DE9GNEq: HHPIDREVIEWER: ms CHEIXEq: NAW DRAFTER: HHPR EI�1R6: 12/31/2029 a OAU N£ DATE 5`7 SHEET No. DRIVEWAY PLAN D4/lN2M3 1 47 of v1 gppq CONSTRUCTION NOTES O3 CONSTRUCT CONCRETE DRIVEWAY PAVEMENT SECTION PER DETAILON SHEET BRIO. CONTRACTOR TO MATCH EXISTING SCORING PATTERN. Oq REMOVE EXISTING FENCETOTHE NEARESTEXISTING POST. COORDINATE REMOVAL WITH PROPERTYOWNER. ------------------------------ ADDITIONAL TORO N REQUIRED FOR DRIVEWAY GRADING MATCH 2300 LAURA ST W PROTECT EXISTING FENCE EX. = GRAVEL 0Ul 3� 445]1 EG 42%EX gg5J5 EG 2 I �EX. ROW L PROPOSEDTCE 4 o. _ 1 Il 57% _ I 4 L-- h � PROPOSED ROW 444.68 SW 4 _ 444]9 SW 444.93 SW 444.52 SW 0 00 4.5%- 0.6% 4.5%IX. ROW 0000a 4 � .. o°o op EXISTI °000 4.5% d 444.60 SW - 444.]2 SW 4.5% 444.85 SW RELOCATED BY ILITY UTILITY COMPANY ° RELOCATED BV UTILITY COMPANY 444.44 TC 0.6% °0444:44SWo o °0o°00 0°02 SEE B004 FOR CURB RAMP GRADING DETAILS FF �--3.0' 18.5' EXISTING UTILITY POLE TO BE RELOCATED BY UTILITY COMPANY 444.65 TC LPZ723—T—Cl I 444.32 TC EXPIRES: 12/31/2029 LSTA: 31+15.95, 23.00' L (IAURAST-CL) 0 LAURA STREET SULEC'= 5' 2300 LAURA STREET - DRIVEWAY DETAILS DATE RN19ON APPR'D HaJ "Ea Eci a vERS.PLANNER LAURA STREET UPGRADE HouCFem mLA" "l. A `sereno S sSURne SPRINGFIELD, OREGON Ri ellislnc. cmem _u,.— LANE .,,. u,..—ra: wa.z LANE COUNTY DE96NE1: HNPP REVIEWER: RIR CHEIXER: N4W DRAFTER: NNPP SUN£ DATE sNEEr sNEET no. DRIVEWAY PLAN c4/18/2023 aB OF v 60 47PHALT 320 LAURA ST____________2 1 EX=ASPHALT oPROPOSI� ac1Q R1.5%EX 415�— —I NIn 8`111IXO 0.6% - 6.0- EW]3JES: 12/31/2029 12.0' _ter STA: 32.T.80,24.67'L (IAURA ST- CLI C80 LINDALE DR PROPERTYUNE� IX. -ASPHALT 3 } 46.O5IXTC 45.55IXG _ �.3p�EX PROTECT IXISTING UTILITY POLE W5.22 SW 415.60 SW 2320 LAURA STREET- DRIVEWAY DETAILS 8]' 6.5' LAURA STREET OSAWCUT EXISTING ASPHALT AN D/OR CONCRETE AND REMOVE AS REQUIRED FOR IMPROVEMENTS. OCONSTRUCT ASPHALT DRIVEWAY PAVEMENT SECTION PER DETAIL ON SHEET BRIO. O7 CONSTRUCTFULL DEPTH CURB PER DETAIL ON SHEET ERRS. DATE RN19ON I APPR'D o �a 20.3' STA: 33i09.16,25.14'L (IAURAST-CL) 480 LINDALE DRIVE -DRIVEWAY DETAILS LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY DRIVEWAY PLAN o .1 PROTECTEXISTING INLET 0 SULEC'= 5' DE9GNEP:HHPP REVIEWER: RIR CHEIXER: .W DRAFTR: HHPP DATEs or "" NO. m/18/2. as OE — BII I I 445.98 EX TC EX. ROW 415.48 EX G PROTECTEXISTING INLET 0 SULEC'= 5' DE9GNEP:HHPP REVIEWER: RIR CHEIXER: .W DRAFTR: HHPP DATEs or "" NO. m/18/2. as OE — BII 03 CONSTRUCTCONCRETE DRIVEWAY PAVEMENT SECTION PER DETAIL ON SHEET BBIO.CONTRACTOR TO MATCH EXISTING SCORING PATTERN. LAURA STREET FSTA: 32.63.28,23.05'R (IAURAST-CL) 3.0' 21.0' I 1r ixr EX. ROW /%T x46.52SW PROPOSED ROW J— e I� PROPOSED TCEJ I 0.2%EX 446.69 EG 1X 3 EX CONCRETE I 1 I 2323 LAURA ST PROTECT EXISTING FENCE I EXPIItFS: 12/91/2029 3.0' 446.64 EG o Q ----- — ----- F— x ----F—x x I PROTECT EXISTING FENCE 2323 LAURA STREET - DRIVEWAY DETAILS DATE REV19ON APPN'D LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY DRIVEWAY PLAN SGLEC'= 5' OIN6NER: HHPR REVIEWER: RJR CHEIXER: N4W DRAFTER: HHPR DATE SHUT SHEET No. m/18/2x3 w of v1 BD07 PROTECT EXISTING POWER STRUCTURE — A2 SW �/ x . PROTECT EXISTI NG TELEPHON E STRUCTU RE 446.64 EG o Q ----- — ----- F— x ----F—x x I PROTECT EXISTING FENCE 2323 LAURA STREET - DRIVEWAY DETAILS DATE REV19ON APPN'D LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY DRIVEWAY PLAN SGLEC'= 5' OIN6NER: HHPR REVIEWER: RJR CHEIXER: N4W DRAFTER: HHPR DATE SHUT SHEET No. m/18/2x3 w of v1 BD07 O2 CONSTRUCT ASPHALT DRIVEWAY PAVEMENT SECTION PER DETAIL ON SHEET BB10. EXPlR6: 12/31/2029 LAURA STREET EX. ROW U 1� — _ - 444.12 SW 1} Q 444.19 SW 444.11 S PROPOSED ROW PROPOSED TOE DATE I REVI9ON STA: 25«66.43,23.00'R (IAU RA ST- CLI 12.0' b 6 IF_ ---- EX=GRAVEL N 2161 LAURA ST 2161 LAURA STREET - DRIVEWAY DETAILS APPRD LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY DRIVEWAY PLAN CITY TO REVIEW REMOVAL OF HEDGES TO ACCOMMODATE 12 WIDTH 0 SULEC'= 5' DE9GNEP: HHPP PEVIEWEP: BIB CHEIXER: NAW DPAFTB. HHPP DATE SHEETSHEET No. m/18/2023 n of III BDDS O2 CONSTRUCT ASPHALT DRIVEWAY PAVEMENT SECTION PER DETAIL ON SHEET 3310. Oq REMOVE EXISTING FENCE TO THE NEAREST EXISTING POST. COORDINATE REMOVAL WITH PROPERTY OWNER. EXP : 12/31/2029 /jT % 444.53: PROPOSED ROW.Y. IA 4 442.48 E -- PROPOSEDTCE PROTECT EXISTING FENCE PROPERTY U%E J �� 442.46 EG 2155 LAURA ST DATE I REVI9ON 92Tch LAURASTREET STA:2a"63, 86G (I -CLI 3.0' 13.9' — PN\ I'� 444.23 SW � _ 444.16 SW MIN 0.5% Q J 444.30 SW I I I Im o 0 EX. ROW m 9'4% I 443.40EG I I �11I 2 EX -GRAVEL n I x I PRO SED TOE 442.84EX FLOWLIP 2145 LAURA ST 2181 LAURA ST PROPERTY U JE 2145 LAURA STREET - DRIVEWAY DETAILS APPRD LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY DRIVEWAY PLAN DE9GNEP: HHPP PEVIEWEP: BIB CHEIXER: NAW DPABEP: HHPP DATE SHEETSHEET No. m/18/2023 sz or III BD09 CONSTRUCTION NOTES Ol SAWCUT EXIST NG ASPHALT AND/OR CONCRETE AND REMOVE AS REQUIRED FOR IMPROVEMENTS. O3 CONSTRUCT CONCRETE DRIVEWAY PAVEMENT SECTION PER DETAILON SHEET BRIO. CONTRACTOR TO MATCH EXISTING SCORING PATTERN. Oq REMOVE EXISTING FENCETOTHE NEARESTEXISTING POST. COORDINATE REMOVALWITH PROPERTYOWNER. EXISTING UTIUTY POLE TO BE RELOCATED BY UTILITY PROVIDER EIP]3ES: 12/91/2029 3.0' T I 445.1]SW PROPOSED ROW 1 4 MATCH EXISTING CONCRETE EDGING PROPERTY LINE ^ h PROPOSEDTCE x 445.39 EG 445.39 EG W o 2143 LAURA ST LAURA STREET FA: 23+36.74, 23.00'R AURAST-CLI 17.0 3.0' 00.596 ].996 — — — — �IX. ROW ° MATCH EXISTING ° CONCRETE EDGING 0.3.3%Ei( u gg5.31 EG y� 445.35 EG L 3 EX. =CONCRETE I --------------------- 2156 LAURA ST 2155 LAURA STREET - DRIVEWAY DETAILS DATE REV19ON APPN'D LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY DRIVEWAY PLAN PROPOSED ROW PROPOSEDTCE 0 SGLEI"= 5' OM6NER: HHPP REVIEWER: RJR CHEIXER: N4W DRAETEP: HHPP DATE 1HUT SHEET No. m/18/1@3 s3 or vT BDIO MATCH EXISTING ° CONCRETE EDGING 0.3.3%Ei( u gg5.31 EG y� 445.35 EG L 3 EX. =CONCRETE I --------------------- 2156 LAURA ST 2155 LAURA STREET - DRIVEWAY DETAILS DATE REV19ON APPN'D LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY DRIVEWAY PLAN PROPOSED ROW PROPOSEDTCE 0 SGLEI"= 5' OM6NER: HHPP REVIEWER: RJR CHEIXER: N4W DRAETEP: HHPP DATE 1HUT SHEET No. m/18/1@3 s3 or vT BDIO 02 CONSTRUCT ASPHALT DRIVEWAY PAVEMENT SECTION PER DETAIL ON SHEET BRIO. Oq REMOVE EXISTING FENCE TO THE NEAREST EXISTING POST. COORDINATE REMOVAL WITH PROPERTY OWNER. EXPIRES: 12/31/2029 PROTECT EXISTING x PROPERTY LINE J PROPOSED TCEJ I PROTECT EXISTING FENCE I .--- 2139 LAURA STREET I I DATE RN19ON 0 2143 LAURA STREET - DRIVEWAY DETAILS sayer = I APPRD LAURA STREET UPGRADE [oufeetnsmLANDSCAPE R"" e" SIRVI OIS .S'A SPRINGFIELD, OREGON Ri ellielnc.�sos LANE COUNTY DE96NEP: HNPP REVIEWER: RIR CHEIXER: NAW DRAFTER: NNPP DUNE DATE SNEFT s011T No. DRIVEWAY PLAN 04/18/2023 54 of v1 BD11 LAURA STREET& 28% 9z rt 86G I STA: 22+69.12, 23.01'R 444.], QAURA ST- CLI 445.29 SW 3.0' 24.0' — 3.0' 0 2143 LAURA STREET - DRIVEWAY DETAILS sayer = I APPRD LAURA STREET UPGRADE [oufeetnsmLANDSCAPE R"" e" SIRVI OIS .S'A SPRINGFIELD, OREGON Ri ellielnc.�sos LANE COUNTY DE96NEP: HNPP REVIEWER: RIR CHEIXER: NAW DRAFTER: NNPP DUNE DATE SNEFT s011T No. DRIVEWAY PLAN 04/18/2023 54 of v1 BD11 28% 4x5.38 EG IX. ROW 445.29 SW 0 PROPOSED ROW o � I I I 446.08 EG I 1.0% IX I EX = GRAVEL I ml x I I ---------------------- -----� 2143 LAURA STREET 0 2143 LAURA STREET - DRIVEWAY DETAILS sayer = I APPRD LAURA STREET UPGRADE [oufeetnsmLANDSCAPE R"" e" SIRVI OIS .S'A SPRINGFIELD, OREGON Ri ellielnc.�sos LANE COUNTY DE96NEP: HNPP REVIEWER: RIR CHEIXER: NAW DRAFTER: NNPP DUNE DATE SNEFT s011T No. DRIVEWAY PLAN 04/18/2023 54 of v1 BD11 02 CONSTRUCT ASPHALT DRIVEWAY PAVEMENT SECTION PER DETAIL ON SHEET BB10. Oq REMOVE EXISTING FENCE TO THE NEAREST EXISTING POST. COORDINATE REMOVAL WITH PROPERTY OWNER. LAURA STREET EIPRtES: 12/31/2029 I 2101 LAURA STREET - DRIVEWAY DETAILS 2133 LAURA STREET - DRIVEWAY DETAILS DATE REV19ON APPN'D LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY DRIVEWAY PLAN 0 SULEC'= 5' DE96NEP:HHPP REVIEWER: BIB CHEIXER: N4W DRAFTER: HHPP DATE sNEEr sNFET No. m/18/1@3 ss of vT BD12 EXISTING COMMUNICATION BOX TO BE RELOCATED BY UTILITY PROVIDER 445.73TC STA: 21+]4.29, 23.00' R 445b6SW 445.23 G 445.9]SW ].5% (LAURA ST- CL) 4.5% 1. EXISTING UTILITY POLE TO BE 9%' RELOCATED BY DTIDTY PROVIDER -STA:2 CIL 23.00'R 445.36 TC EX. ROWJj 445.]5 SW 445.69 SW 445]2 TC (LAURA ST - ST -CL) 445.18 TC / 445.30 G 445.82SW m 445.22 G 1" 445.12 G m 445.82 TC 445.30 TC ml 445.79 SW 445.26 TC 445.60 TC 445.32 G 445.24 G 445.20 G 445.]0 EG 445.10 G 3.0' 12.0' 445.83 EG 3.0' 2 3.0' 445.85 EG 3.0' 17.6' 445.96 EG O�pp 0 N - EX. -GRAVEL ae LS BI GRAVE o 3: % x m-- p m xP N 1 o m x I PROTECT EXISTING FENCE /jAI PROPOSED TCE L____- ----_--- - ----------_-_----_ ___- REVIEW EXISTING DRIVEWAY MATERIAL TO CONFIRM IF ASPHALT OR CONCRETE EXISTS UNDER GRAVEL 445.6]SW 445.61 SW 445.75 SW 445]2 "SW 445.585W PR - 445.59 SW/01-445.6]: 2133 LAURA ST .7.5% 0.5% 4.5% 1.0% 4.5% 0.0% ° �2.9% F x x- 445.90 SW µ � EIPRtES: 12/31/2029 I 2101 LAURA STREET - DRIVEWAY DETAILS 2133 LAURA STREET - DRIVEWAY DETAILS DATE REV19ON APPN'D LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY DRIVEWAY PLAN 0 SULEC'= 5' DE96NEP:HHPP REVIEWER: BIB CHEIXER: N4W DRAFTER: HHPP DATE sNEEr sNFET No. m/18/1@3 ss of vT BD12 445b6SW 445.9]SW ].5% 4.5% 1. 9%' EX. ROWJj 445.]5 SW 445.69 SW 445.]5 SW / 445.82SW m PROPOSEDROW 1" b m b ml 445.79 SW 445.]0 EG 445.83 EG 0.2%IX 445.85 EG 1.4 IX 445.96 EG O�pp 0 N - EX. -GRAVEL ae LS BI GRAVE o 3: % x m-- p m xP N 1 o m x I PROTECT EXISTING FENCE /jAI PROPOSED TCE L____- ----_--- - ----------_-_----_ ___- REVIEW EXISTING DRIVEWAY MATERIAL TO CONFIRM IF ASPHALT OR CONCRETE EXISTS UNDER GRAVEL ��.,� 2101 LAURA ST PR PERTYUNE 2133 LAURA ST EIPRtES: 12/31/2029 I 2101 LAURA STREET - DRIVEWAY DETAILS 2133 LAURA STREET - DRIVEWAY DETAILS DATE REV19ON APPN'D LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY DRIVEWAY PLAN 0 SULEC'= 5' DE96NEP:HHPP REVIEWER: BIB CHEIXER: N4W DRAFTER: HHPP DATE sNEEr sNFET No. m/18/1@3 ss of vT BD12 OI SAWCUTEXISTING ASPHALT AND/OR CONCRETE AND REMOVE AS REQUIRED FOR IMPROVEMENTS. O3 CONSTRUCTCONCRETE DRIVEWAY PAVEMENT SECTION PER DETAIL ON SHEET BBIO.CONTRACTOR TO MATCH EXISTING SCORING PATTERN. O4 REMOVE EXISTING FENCE TO THE NEAREST EXISTING POST. COORDINATE REMOVAL WITH PROPERTY OWNER. EXPIItFS: 12/91/2029 LAURA STREET 415.62 TC STA: 21+2].60, 23.00' R 445.53 TC 415.566 (I -CLI 445.476 446.07 TC 445.95 TC 415.5]G "SAS G 3.0' 3.0' 18.2' 446.225 PROTECT EXISTING FENCE 445.51 P EX. ROW PROPERTY LII E� -- UNFINISHED SUBDIVISION TAX MAP 1]032]10 LOT 2002 DATE REVISON 0 � I Q A 2.9% 445.81 SW 445.83 SW� EX. ROW PROPOSEDROW o t bPROPOSED TOE 445.88 EG I VERIFY MATCH MATERIAL PRIOR T090% I EX. =CONCRETE 2101 LAURA STREET 2101 LAURA STREET - DRIVEWAY DETAILS APPRD LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY DRIVEWAY PLAN 0 SGLEC'= 5' DESIGNER: HHPP REVIEWER: RJR CHEIXER: N4W DRABEP: HHPP DATE SHEET SHEET No. 'I'N' x3 .w of vT BD33 O2 CONSTRUCT ASPHALT DRIVEWAY PAVEMENT SECTION PER DETAIL ON SHEET BBIO. Oq REMOVE EXISTING FENCE TO THE NEAREST EXISTING POST. COORDINATE REMOVAL WITH PROPERTY OWNER. OINSTALL ADA COMPLIANT UD. EXP]RES: 12/31/2029 _ _ _ _ _ J x x x X—1 17 EXISTING UTIUN POLE TO BE RELOCATED BY UTILITY PROVIDER Q 4 SEE SHEET BE02 FOR SIDEWALK CONNECTION GRADING DETAILS REVIEW IF AC CONNECTION IS REQUIRED I FOR THIS TYPE OF PROPERTY ❑PROTECT EXISTING FENCE X EX. ROW III` `PROPERTY LINE DATE RN19ON APPP'D LAURA STREET X—x—x 1445.69 RIME-' /i\ EI_GRABS 445.81 EG _____/_P----------------� PROPOSED TCEJ2101 LAURA ST 2101 LAURA STREET - DRIVEWAY DETAILS LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY DRIVEWAY PLAN PROTECT EXISTING SANITARY MANHOLE 4 I 4 s PROTECT EXISTING FENCE — ROW P s uuer= r DE9GNEP:HHPP REVIEWER: RIR CHEIXER: N4W DRAITER: HHPP DATEs or ""T NO. m/LA/mx3 s2 of vT BDI4 (IAURAST-CL) 69 TC 446.7 63 G 445.6 3.0' 12.0' 3.0' 446.11 SW 446.1]SW 0.5% 3.8 6% 0.5% 3.8% .W 44 LAURA STREET X—x—x 1445.69 RIME-' /i\ EI_GRABS 445.81 EG _____/_P----------------� PROPOSED TCEJ2101 LAURA ST 2101 LAURA STREET - DRIVEWAY DETAILS LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY DRIVEWAY PLAN PROTECT EXISTING SANITARY MANHOLE 4 I 4 s PROTECT EXISTING FENCE — ROW P s uuer= r DE9GNEP:HHPP REVIEWER: RIR CHEIXER: N4W DRAITER: HHPP DATEs or ""T NO. m/LA/mx3 s2 of vT BDI4 EW]RFS: 12/31/2029 — — EXISTING PROPERTY LINE — — DATE _1 -- PROPOSEDTCE— — —— — O� — 446.43 SW PROPOSEDR Zq�® 446.385W 39' R5.0' 446.35 SW h 2.2 64 40IXSW STA: 20«80.2], 32.65' L Q (LAURA ST -CL) 446.3 — — 1.0% - 446.31 SW 446 R10.0' SW SIDEWALK CONNECTION DETAIL RN19ON I APPR'D LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY SIDEWALK CONNECTION DETAIL GENERAL NOTES 1. CONTRACTOR TO NOTI FY ENG IN EER I F EXISTI NG GRADE ELEVATIONS ON SITE DIFFER SUCH THAT MATCHING MISTING ELEVATIONS CREATES SEVERE SLOPES, ADVERSE DRAINAGE, OR AFFECTS PROPOSED DESIGN INTENTION. 2. ALL CU RBS ARE TO HAVE 6" REVEAL UN LESS NOTED OTHERWISE. 3. LEVEL LANDING SLOPES SHALL BE 2.0% MAX. PARALLEL AND PERPENDICULAR TO DIRECTION OF TRAVEL. 4. RAMP SLOPES SHALL BE 8.3% MAX. IN DIRECTION OF TRAVEL AND 2.0% PERPENDICULAR TO DIRECTION OF TRAVEL. o zs SGLEC'= 5' DE96NEP:HNPP REVIEWER: RIR CHEIXER: N4W DRAFTER: NNPP DATESHUT sNEET NO. m/18/2023 W or III BE01 EXPlR6: 12/31/2029 445.62 EG STA: 20«25.67, 26.81' R DATE LAURA STREET SE SIDEWALK CONNECTION DETAIL RN19ON I APPR'D i — 445.]1 EG STA: 20+6].83,23.00'R (LAURAST-CLI LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY SIDEWALK CONNECTION DETAIL GENERAL NOTES 1. CONTRACTOR TO NOTIFY ENGINEER IF EXISTING GRADE ELEVATIONS ON SITE DIFFER SUCH THAT MATCHING EXISTING ELEVATIONS CREATES SEVERE SLOPES, ADVERSE DRAINAGE, OR AFFECTS PROPOSED DESIGN INTENTION. 2. ALL CU RBS ARE TO HAVE 6" REVEAL UN LESS NOTED OTHERWISE. 3. LEVEL LANDING SLOPES SHALL BE 2.0% MAX. PARALLEL AND PERPENDICULAR TO DIRECTION OF TRAVEL. 4. RAMP SLOPES SHALL BE 8.3% MAX. IN DIRECTION OF TRAVEL AND 2.0% PERPENDICULAR TO DIRECTION OF TRAVEL. JSW SEE SHEET BD14 FOR DRIVEWAYGRADING DETAILS o zs s uuer= r DE9GNEP: HHPP REVIEWER: RIR CHEIXER: N4W DRAFTER: HHPP DATESHEET sHEETNO. m/18/1@3 .a or vT BE02 LAURA STREET 5.2' 22.7' L 0.7% 1 U !I 1� 3.5% 0.]% 446.00 SW 446.15 SW PROPOSED R- ----------- ------------ ___________T____________ _______________ EXISTING EASEMENT) PROPOSED TOE 11 EXISTING PROPERTY UNE IS EIPIIiFS: 12/91/2029 DATE REV19ON AFFN'D LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY SIDEWALK CONNECTION DETAIL STA: 28+40.58,2].99'R (1AURAST-CL( GENERAL NOTES 1. CONTRACTOR TO NOTIFY ENGINEER IF EXISTING GRADE ELEVATIONS ON SITE DIFFER SUCH THAT MATCHING EXISTING ELEVATIONS CREATES SEVERE SLOPES, ADVERSE DRAINAGE, OR AFFECTS PROPOSED DESIGN INTENTION. 2. ALL CURBS ARE TO HAVE 6" REVEAL UNLESS NOTED OTHERWISE. 3. LEVEL LAN DING SLOPES SHALL BE 2.0% MAX. PARALLEL AND PERPEN DICUTAR TO DIRECTION OF TRAVEL. 4. RAMP SLOPES SHALL BE 8.3% MAX. I N DI RECTION OF TRAVEL AND 2.0% PERPEN DICU IAR TO DIRECTION OF TRAVEL DE9GNEP: HHPP REVIEWER: BTB CHEIXER: N W DRAFTER: HHPP DATE SHUT SHEET 0. m/18/1@3 so of vT BE03 EIPIItFS: 12/91/2029 LAURA STREET DATE REV@ON NE SIDEWALK CONNECTION DETAIL APPP'D LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY SIDEWALK CONNECTION DETAIL GENERAL NOTES 1. CONTRACTOR TO NOTIFY ENGINEER IF EXISTING GRADE ELEVATIONS ON SITE DIFFER SUCH THAT MATCHING EXISTING ELEVATIONS CREATES SEVERE SLOPES, ADVERSE DRAINAGE, OR AFFECTS PROPOSED DESIGN INTENTION. 2. ALLCURBS ARE TO HAVE 6" REVEAL UNLESS NOTED OTHERWISE. 3. LEVEL IANDING SLOPES SHALL BE 2.0% MAX. PARALLEL AND PERPENDICULAR TO DIRECTION OF TRAVEL. 4. RAMP SLOPES SHALL BE 8.3% MAX. INDIRECTION OF TRAVEL AND 2.0% PERPENDICULAR TO DIRECTION OF TRAVEL. 0 SGLEC'= 5' Harper NDSCAPE N E P. ANNE R E Houf Peterson"' a ,,, csaNuo,E R,,o OR Righellis Inc. � . ..,,.,m ..— m: w. DESIGNER: HHPP RVIEWER: RJR CHECKER: N4W DRAFTER HHPP DATE SHEErSHEET NO. '/18/2023 sr or IIII BE04 OC CURB CUTTABLE STRUCTURE LOCATION 2080 LAURA ST 2110 LAURA ST 16«76.52 -WEST D 17+00.45 -WEST 21+95.81 -WEST 17+24.38 -WEST CURB CUTTABLE Z STRUCTURE LOCATION 17+72.24 -WEST EXISTING PROPERTY LINE, TYP. PROPOSED T.C.E., TYP. 21+43.93 -EAST {j 21+61.04 -EAST 18+05.68- WEST EXISTING R/W,TYP. PROPOSED R/W, TY P. P10 N 18+57$2 - WEST >R 22 TVP x4 20+]335- WEST 11 11 7 TYP 22 TYP — — 24 V 2,+T2 46 ® I W n w w C < C __ ___ _______ C e'00 ll 2 �..s 1]+GO $12 1 00 27 NP LAURA ST 19+00 20+00 I 21+ • TM 22 N TYP 20 17 R 4 4 J 17 TYP y7 u Q G G G G G M M M G G G G G G M M — M M a M —M� m G G G G _ fn 25 W Nb5 Nb5 AN – Z -A-1-1 J LINV _ _ V 1Py 7 NP 10 TYP 7 TYP Y' Q 2 t QEXISTINGR/W,TYP. PROPOSED R/W, TYP. PROPOSED T.C.E., T... /1 d20SSULIMST EXISTING PUBUC EASEMENT, TYP. 2101 LAURA ST 2101 LAURAST EXISTING PROPERTYLINE, TYP. CONSTRUCTION NOTES: GENERAL NOTES succi =q ti QED PAO 77 2 1 l ON 4N. .i. 20S, e4gUJ. BPPMP? EXPI[26: 12/31/2029 OPROTECT (P), REMOVE (R), OR TRIM (T) EXISTING TREE OR SHRUB TO THE CATCH UMITS. O2 PROTECT(P)OR REMOVE (R) EXISTING FENCE. SEEBC' AND 'BD' SHEET SERIES FOR UMITS AND ADDITIONAL DATA. O3 PROTECT(P)OR REMOVE (R) EXISTING SIGN AND POST. SEE SIGNING AND STRIPING NOTES ON'Q'SHEETSERIES. OL, PROTECT(P)OR RELOCATE(R)EXISTING MAILBOX. PROPOSEDMAILBOX LOCATION(N)ISSHOWNON PIANS. O7 CONSTRUCT STANDARD CURB& GUTTER PER DETAIL SHEET BB06. ® CONSTRUCT DEEPENED CURB& GUTTER ADJACENT TO MODIFIED FLOW THROUGH SWALE PER SHEET BA01. 10 CONSTRUCTSIDEWALK PER DETAIL SHEET BB08. 11 CONSTRUCTSIDEWALKTRANSPRON. SEE STATIONING ON PLAN OR GRADING DETAILS SHEETS. 12 SAWCUT CLEAN ONE AND MATCH EXISTING CURB, SIDEWALK AND/OR ASPHALT PAVEMENT. RECONSTRUCT EXISTING AS NEEDED IF DAMAGED DURING CONSTRUCTION. CONSTRUCT SI DEWALK TO NEAREST EXISTING PANEL. SEE GRADING AND STATIONING ON'BC' and'BD' SHEETS. 17 CONSTRUCT SETBACK RESIDENTIAL DRIVEWAY APRON PER DETAI L SHEET BB09. SEE DRIVEWAY WI DTH, MATERIAL, AN D G RADI NG ON'BD' SHEET SERIES. 20 CONSTRUCT ASPHALT PAVEMENT ROADWAY SECTION PER DETAIL SHEET BB08. MATCH EXISTING PAVEMENT AT SAWCUT UM ITS. 22 CONSTRUCT CURB CUT PER DETAIL SHEET BB34. SEE TABLE THIS SHEET FOR STATION& LOCATION IN FORMATION. 23 CONSTRUCT CONCRETE PAVEMENT ROADWAY. SEE 'AF SHEET SERIES FOR PAVING AN D SCORI NG PIAN AN D I MPACT PANEL LOCATIONS. 24 CONSTRUCT FLOW THROUGH SWALE PER DETAIL SHEET BB34. 25 CONSTRUCT STAN DARD CURB& GUTTER PER DETAI L ON SHEET BB06. MATCH TO EXISTI NG CURB& GUTTER PER DETAIL ON SHEET BB07. DATE REVISOR APPP'G LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY GENERAL CONSTRUCTION PLAN 1. SEE UTILITY AN D STORM SEWER CONSTRUCTION NOTES ON -9 SHEET SERIES. 2. SEE EROSION CONTROL NOTES ON' FB' SH EET SERIES. 3. SEE SIGNING AN D STR IPING NOTES ON '0' SH EET SERIES. CURB CUTTABLE CURB CUTTABLE STRUCTURE LOCATION STRUCTURE LOCATION 16«76.52 -WEST 21+77.43 -WEST 17+00.45 -WEST 21+95.81 -WEST 17+24.38 -WEST CURB CUTTABLE 17+48.31 -WEST STRUCTURE LOCATION 17+72.24 -WEST 21+43.93 -EAST 17+96.18 -WEST 21+61.04 -EAST 18+05.68- WEST 18+31.63 - WEST 18+57$2 - WEST 18+81.89 -WEST 20+]335- WEST 20+97.05- WEST 21+20.]6- WEST 2,+T2 46 DE56NER:HHPP REVIEWER: 810 CHEIXEP: N4W WATER: HHPP DATE SNE"SHEEr wo. m11ND23 62 of u1 ('p] 0 e ti o GRADE BREAK STA =20«71.10 y 446.25 BEGIN CONCRETE ROADWAYSECTION m�w 'b' v /EUEV= EXISTING GROUND AT¢ owl FINISHGROUNDATrt 450 450 ].42%IX .OB Oy6 446 444 444 442 - - - 442 17+50 18+00 18+50 19+00 19+50 20«00 20+50 21+00 21+50 22+00 LAURA ST - CL -17+50 TO 22+00 HORIZONTALSCALE:1" = 40' VERTICALSCALE: 1"=10' 8 a + ti z < G z z 0 z � N y mei m mei GRADE BREAK STA=17+98.43 GRADE BREAKSTA=18+03.43 m2i wa EXISTING GROUND AT LEFTCURB GUTTER 0nv IH ELEV=444.63 ELEV=444.67 all V >x pw a p> FINISH GROUND AT LEFTCURB GUTTER a MATCH EXISTING MATCH EXISTING c> x owE tH ow owl owl 450 450 448 448 446 37% EX -0.62 -0.5446 444 444 442 442 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 LAURA ST - CL - GUTTER LT - 17+50 TO 22+00 HORIZONTALSCALE:1" = 40' VERTICAL SCALE: 1"=10' e m N F an m� m� EXISTING GROUND AT RIGHT CURB GUTTER a II FINISH GROUND AT RIGHT CURB GUTTER ct ctH ow ow 450 450 448 448 446 0 IL EX 446 QED PRO 4 444 4 2 C -j 1 / \ 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 G 7 LAURA ST - CL - GUTTER RT -17+50 TO 22+00 HORI20NTALSCALE: 1"=40' (��/♦ VERTICALSCALE: 1"=10' D HeTpc [xsix[ roux xe"s " DATE RN19ON APPP'D LAURA STREET UPGRADE`"" HDuf Petnsm "gA AR HPT`y T" g;�11gY.„o 2p.5 t� OREGON sPaiLANEECOUNTYY Ri ellis Inc. 1e�`msm3eva� .,.., m. smu�un I.J.BFk DE9GNEP: HHPP REVIEWER: B1B CHECKER: N4W DPAETEP: HHPP E}.PIR6: 12/91/2029 • DATE SHEEP SHEET NO, ROADWAY CENTERLINE AND CURB GUTTER PROFILES OUN W�1$/zDt3 63 OE III CMA a SGLE C'=N' EIXPMES: 12/31/2029 CONSTRUCTION NOTES: OPROTECT (P), REMOVE (R), OR TRIM T) EXISTING TREE OR SHRUB TO THE CATCH UMITS. O2 PROTECT(P)OR REMOVE (R) EXISTING FENCE. SEEBC'AND 'BD' SHEET SERIES FOR UMITS AND ADDITIONAL DATA. OL, PROTECT(P)OR RELOCATE (R) EXISTING MAILBOX. PROPOSED MAILBOX LOCATION IN) 1S SHOWN ON PLANS. O7 CONSTRUCT STANDARD CURB& GUTTER PER DETAIL SHEET BIRDS. O9 CONSTRUCT FULL DEPTH CURB PER DETAIL SHEET BIRDS. 10 CONSTRUCT SIDEWALK PER DETAIL SHEET BB08. 12 SAWCUT CLEAN UNE AND MATCH EXISTING CURB, SIDEWALK AND/OR ASPHALT PAVEMENT. RECONSTRUCT EXISTING AS NEEDED IF DAMAGED DURING CONSTRUCTION. CONSTRUCT SIDEWALK TO NEAREST EXISTING PANEL. SEE GRADING AND STATIONING ON 'BC' aDd'BD' SHEETS. 13 CONSTRUCT PERPEN DICU-AR CURB RAMP PER DETAIL SHEET BRIJ SEE GRADING AND CONSTRUCTION NOTES ON 'BC' SHEET SERIES. 17 CONSTRUCTSETBACK RESIDENTIAL DRIVEWAY APRON PER DETAILSHEET BRIJ SEE DRIVEWAY WIDTH, MATERIAL, ANDGRADING ON'BD' SHEETSERIES. 20 CONSTRUCTASPHALT PAVEMENT ROADWAY SECTION PER DETAIL SHEET BB08. MATCH EXISTING PAVEMENT AT SAWCUT UMITS. 21 CONSTRUCT CONCRETE VALLEY GUTTER PER DETAI L SHEET BB06. 22 CONSTRUCT CURB CUT PER DETAIL SHEET BBI4. SEE TABLE THIS SHEET FOR STATION& LOCATION IN FORMATION. 23 CONSTRUCTCONCRETE PAVEMENT ROADWAY. SEE 'APSHEETSERIES FOR PAVING ANDSCORING PLAN AND IMPACT PANEL LOCATIONS. 24 CONSTRUCT FLOWTHROUGH SWALE PER DETAIL SHEET BB34. DATE REV19ON APPN'D LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY GENERAL CONSTRUCTION PLAN 2 GENERAL NOTES 1. SEE UTILITY AND STORM SEWER CONSTRUCTION NOTES ON -9 SHEET SERIES. 2. SEE EROSION CONTROL NOTES ON 'FS' SHEET SERIES. 3. SEE SIGNING AND STRIPING NOTES ON '0' SHEET SERIES. CURBCUTTABLE CURBCUTTABLE CURBCUTTABLE CURBCUTTABLE STRUCTURE LOCATION STRUCTURE LOCATION STRUCTURE LOCATION STRUCTURE LOCATION 22+14.20 -WEST 25+36.06 -WEST 22+13.]0 -EAST 25+16 -57 -EAST 23+08.46 -WEST 25+44.06 -WEST 22+453] -EAST 25+36.0] -EAST 23+29.32 -WEST 25+66.90 -WEST 22+883] -EAST 25+]9.68 -EAST I 25+8].51 -WEST I 26+04.04 -EAST 23+]1.04 -WEST 26+10.35 -WEST 23+52.32 -EAST 2150 LAURA ST 2150 LAURA ST 23+T.46- EAST 2150 LAURA ST 24+00.38- EAST 24+45.04 -WEST d 24+6].61 -WEST PROPOSED T.C.E., TYR. 24+90.85 -WEST 24+]8.18- EAST 25+13.46 -WEST 24+9].4]- EAST PROPOSEDT.C.E., TYP. l- N 101 EXISTING PROPERTY UNE, TYP. O -- 13 P 214 19 TVP P P V 13 I` EXISTING R/TN, TVP. Lu Lu I x x x x xi x x x Lu 7 TY Ty 22 TYP -1 P O 3 e + ih� STM STM 2Y 23 ��� STM LAURA00 ST STM S M STM NI SAN SAN �R SAN z5+E1U N SAN zG«IIU N Q 17 24 R 17 24 7 TYP N — — ~ -4 — 1— m M M MG�- G 7y¢ G G 4.... GM G 2 G Lu MO Z ..: _ T3 R P 1 R 10 TYP 7 P N 4 op iii! EXISTING R/W, TYP. J PROPOSED R/W, TYP. 2133 LAURAST 2143 LAURA ST 2155 LAURA ST 2145 LAU RA ST 2161 LAURA ST PROPOSED T.C.E., TYP. II �-- EXISTING PROPERTY UNE, TYP. CONSTRUCTION NOTES: OPROTECT (P), REMOVE (R), OR TRIM T) EXISTING TREE OR SHRUB TO THE CATCH UMITS. O2 PROTECT(P)OR REMOVE (R) EXISTING FENCE. SEEBC'AND 'BD' SHEET SERIES FOR UMITS AND ADDITIONAL DATA. OL, PROTECT(P)OR RELOCATE (R) EXISTING MAILBOX. PROPOSED MAILBOX LOCATION IN) 1S SHOWN ON PLANS. O7 CONSTRUCT STANDARD CURB& GUTTER PER DETAIL SHEET BIRDS. O9 CONSTRUCT FULL DEPTH CURB PER DETAIL SHEET BIRDS. 10 CONSTRUCT SIDEWALK PER DETAIL SHEET BB08. 12 SAWCUT CLEAN UNE AND MATCH EXISTING CURB, SIDEWALK AND/OR ASPHALT PAVEMENT. RECONSTRUCT EXISTING AS NEEDED IF DAMAGED DURING CONSTRUCTION. CONSTRUCT SIDEWALK TO NEAREST EXISTING PANEL. SEE GRADING AND STATIONING ON 'BC' aDd'BD' SHEETS. 13 CONSTRUCT PERPEN DICU-AR CURB RAMP PER DETAIL SHEET BRIJ SEE GRADING AND CONSTRUCTION NOTES ON 'BC' SHEET SERIES. 17 CONSTRUCTSETBACK RESIDENTIAL DRIVEWAY APRON PER DETAILSHEET BRIJ SEE DRIVEWAY WIDTH, MATERIAL, ANDGRADING ON'BD' SHEETSERIES. 20 CONSTRUCTASPHALT PAVEMENT ROADWAY SECTION PER DETAIL SHEET BB08. MATCH EXISTING PAVEMENT AT SAWCUT UMITS. 21 CONSTRUCT CONCRETE VALLEY GUTTER PER DETAI L SHEET BB06. 22 CONSTRUCT CURB CUT PER DETAIL SHEET BBI4. SEE TABLE THIS SHEET FOR STATION& LOCATION IN FORMATION. 23 CONSTRUCTCONCRETE PAVEMENT ROADWAY. SEE 'APSHEETSERIES FOR PAVING ANDSCORING PLAN AND IMPACT PANEL LOCATIONS. 24 CONSTRUCT FLOWTHROUGH SWALE PER DETAIL SHEET BB34. DATE REV19ON APPN'D LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY GENERAL CONSTRUCTION PLAN 2 GENERAL NOTES 1. SEE UTILITY AND STORM SEWER CONSTRUCTION NOTES ON -9 SHEET SERIES. 2. SEE EROSION CONTROL NOTES ON 'FS' SHEET SERIES. 3. SEE SIGNING AND STRIPING NOTES ON '0' SHEET SERIES. CURBCUTTABLE CURBCUTTABLE CURBCUTTABLE CURBCUTTABLE STRUCTURE LOCATION STRUCTURE LOCATION STRUCTURE LOCATION STRUCTURE LOCATION 22+14.20 -WEST 25+36.06 -WEST 22+13.]0 -EAST 25+16 -57 -EAST 23+08.46 -WEST 25+44.06 -WEST 22+453] -EAST 25+36.0] -EAST 23+29.32 -WEST 25+66.90 -WEST 22+883] -EAST 25+]9.68 -EAST 23+50.18 -WEST 25+8].51 -WEST 23+21.18 -EAST 26+04.04 -EAST 23+]1.04 -WEST 26+10.35 -WEST 23+52.32 -EAST 23+91.89 - WEST 23+T.46- EAST 24+22.48 -WEST 24+00.38- EAST 24+45.04 -WEST 24+23.28- EAST 24+6].61 -WEST 24+48.56- EAST 24+90.85 -WEST 24+]8.18- EAST 25+13.46 -WEST 24+9].4]- EAST I DE9GNEP: HHPP I REVIEWER: BIB DATESHEET 00/18/1023 " or III SHEET NO. EI ]RMR 12/91/2029 448 446 444 442 440 22+00 450 448 446 444 442 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 LAURA ST - CL - 22+00 TO 26+25 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1"=10' 448 446 444 442 440 26«00 26+25 450 448 446 444 442 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 HORIZONTALSCALE: 1" = 40' VERTICAL SCALE: 1"=10' 450 448 446 444 442 26+00 26+25 DATE 22+50 23+00 23+50 24+00 24+50 25+00 25+50 LAURA ST - CL - GUTTER RT - 22+00 TO 26+25 HORIZONTALSCALE: 1" = 40' VERTICAL SCALE: V=10' REVIvoN APP" '° LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY ROADWAY CENTERLINE AND CURB GUTTER PROFILES 450 448 446 444 442 26«00 26«25 OM6NEP: HHPP REVIEWER: RJR CHER: N4W DRAFTER HHPR DATE SHEETS011TT NO 00/1$/20x3 fi$ or III CO2A a SGLE C'=N' EIPMERS: 12/31/2029 CURBCUTTABLE STRUCTURE LOCATION STRUCTURELOCATION EXISTING PROPERTY I -I 26+28.40 -EAST 27+41.73 -WEST ,., 27+64.03 - WEST 26+77.15 - EAST 28+06 -53 -WEST 27+01 -53 -EAST 28+28.82- WEST 28+50.47- WEST 28+72.14- WEST 28+93.23- WEST 29+14.89- WEST AW LAURA 29+58.21- WEST 29+79.87- WEST 363 LINDALE DR 30+23.19- WEST - war �aar■rrlrrnreenrrrr®re�rrrw 'miTe—F lei • ®�'•STM 'WSTM • 8+00 SAN SAN E EE /�•�_ �' �w<f� 2„ r m- 67 Fiw 24==moo,.►==w� tlr�C7��aEs mow 11_ w—I ® �- wr w Q 4 N 12 Q 12 / 195PRAAIDCT III 198 PRJiM CJONSTRUCTION NOTES: 1PROTECT F),REMOVE (R), OR TRIM (T) EXISTI NG TREE OR SHRUB TO THE CATCH LIMITS. `PROPOSED T.C.E., NP. EXISTING ITYR. 2211 LAURA ST GENERAL NOTES 2. O2 PROTECT (P)OR REMOVER) EXISTI NG FENCE. SEEBC'AND 'BD' SHEET SERIES FOR LIMITS AND ADDITIONAL DATA. 3. O3PROTECT (P)OR REMOVER) EXISTING SIGN AND POST. SEE SIGNING AND STRIPING NOTES ON' or SHEET SERIES. OL, PROTECT(P)OR RELOCATE(R)EXISTING MAILBOX. PROPOSED MAILBOX LOCATION IN) 1S SHOWN ON PIANS. O7 CONSTRUCT STAN DARD CURB& G UTTER PER DETAI L SHEET BB06. 10 CONSTRUCT SIDEWALK PER DETAIL SHEET BB08. 11 CONSTRUCTSIDEWALKTRANSITION. SEE STATIONING ON PLAN OR GRADING DETAILSSHEETS. 12 SAWCUTCLEAN LINE AND MATCH EXISTING CURB, SIDEWALK AND/OR ASPHALT PAVEMENT. RECONSTRUCT EXISTING AS NEEDED IF DAMAGED DURING CONSTRUCTION.CONSTRUCT SIDEWALK TO NEAREST EXISTING PANEL. SEE GRADING AND STATIONING ON Bi md'BD' SHEETS. 13 CONSTRUCT PERPEN DICUTAR CURB RAMP PER DETAIL SHEET BRIJ SEE GRADING AND CONSTRUCTION NOTES ON 'BC' SHEET SERIES. 15 CONSTRUCT PERPENDICULAR CURB RETURN RAMP PER DETAIL SHEET BB04. SEE GRADING AND CONSTRUCTION NOTES ON 'BC' SHEET SERIES. 17 CONSTRUCT SETBACK RESIDENTIAL DRIVEWAY APRON PER DETAILSHEET BB09. SEE DRIVEWAY WIDTH, MATERIAL, AND GRADING ON 'BD' SHEET SERIES. 20 CONSTRUCT ASPHALT PAVEMENT ROADWAY SECTION PER DETAILSHEET BB08. MATCH EXISTING PAVEMENT AT SAWCUT LIMITS. 21 CONSTRUCTCONCRETE VALLEYGUTFER PER DETAILSHEET BRIM. 22 CONSTRUCT CURB CUT PER DETAIL SHEET BB34. SEE TABLE THIS SHEET FOR STATION& LOCATION IN FORMATION. 23 CONSTRUCT CONCRETE PAVEMENT ROADWAY. SEE 'AF- SHEET SERIES FOR PAVING AND SCORING PLAN AND IMPACT PANEL LOCATIONS. 24 CONSTRUCT FLOW THROUGH SWALE PER DETAIL SHEET BB34. DATE RN19ON APPN'D LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY GENERAL CONSTRUCTION PLAN SAN 2 SEE UTILITY AND STORM SEWER CONSTRUCTION NOTES ON -9 SHEET SERIES. SEE EROSION CONTROL NOTES ON Ts' SHEET SERIES. SEE SIGNING AND STRIPING NOTES ON SO' SHEET SERIES. CURBCUTTABLE CURBCUTTABLE STRUCTURE LOCATION STRUCTURELOCATION 27+19.43 -WEST 26+28.40 -EAST 27+41.73 -WEST 26+52.79 -EAST 27+64.03 - WEST 26+77.15 - EAST 28+06 -53 -WEST 27+01 -53 -EAST 28+28.82- WEST 28+50.47- WEST 28+72.14- WEST 28+93.23- WEST 29+14.89- WEST 29+36.55- WEST 29+58.21- WEST 29+79.87- WEST 30+01.53- WEST 30+23.19- WEST I DESIGNER: HHPP I REVIEWER: RIR DATESHEET SHNITT No, 00/18/2@3 66 OF III CO3 EKP]lES: 12/91/2029 GRADE BREAK STA= 26+41.60 ELEV= 444.42 448 446 100% 444 442 440 26+25 26+50 27+00 450 446 446 aaa 442 26+25 26+50 EXISTING GROUND AT GRADE BREAK STA =28+50.00 FINISH GROUND ATELEV=446.06 FGRADE BREAK STA= 28+78.94 ELEV= 445.92 27+50 28+00 28+50 29+00 29+50 LAURA ST - CL - 26+25 TO 30+50 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1"=10' GRADE BREAK STA = 30+28.94 ELEV = 444.24 448 446 0. 444 442 440 30+00 30+50 450 448 446 444 442 26+25 26+50 22+00 27+50 28+00 28+50 29+00 29+50 30+00 LAURA ST - CL - GUTTER LT - 26+25 TO 30+50 HORIZONTAL SCALE: V= Q. VERTICAL SCALE: 1"=10' 450 448 446 444 442 30+50 DATE 27+00 27+50 28+00 28+50 29+00 29+50 LAURA ST - CL - GUTTER RT - 26+25 TO 30+50 HORIZONTALSCALE: 1" = 40' VERTICAL SCALE: 1"=10' REVIvoN APP" '° LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY ROADWAY CENTERLINE AND CURB GUTTER PROFILES 30+00 450 448 446 444 442 30+50 DE9GNEP: HHPP REVIEWER: RJR CHEIXER: N4W DRAFTER: HHPP DATE SHUT SHEET No. m/18/1@3 62 of vT CO3A a SGLE C'=N' �RtES: 12/31/2029 M O U Lu Lu u) 0 0 0 N m M Q F W Z J 2 U Q 2 � 2300 LAURA ST ?i I 12 -- EXISTING PROPERTY LINE, NP. 2 R 16 PROPOSEDT.C.E., TYP. — PROPOSEDR/I.77] TYP. MISTING R/W, _� 2320 LAURA ST �— STM I -)T, pSTM — SAN SAN 480 UNDALE DR x K 7 EXISTING R/W, TYP. 2211 LAURAST �I 2348 LAURA STPROPOSE PROPOSED R/W TYP. IXISTING PROPERTY LINE, NP. PRPR O OSED CONSTRUCTION NOTES: GENERAL NOTES Ol PROTECT (P),REMOVE (R), OR TRI M(T) EXIST NG TREE OR SHRUB TO THE CATCH UM ITS. 1. SEE UTILITY AND STORM SEWER CON STRUCTION NOTES ON -9 SH EET SERIES. 2. SEE EROSION CONTROL NOTES ON 'FS' SHEET SERIES. O2 PROTECT (P) OR REMOVE (R)EXISTI NG FENCE. SEE 'BC- AND 'BUSH EET SERIES FOR UM ITS AND ADDITIONAL DATA. 3. SEE SIGNING AND STRIPING NOTES ON '0' SHEET SERIES. O3 DATE REV@ON APPR'D LANDS ARCH ttkS a RvE LAURA STREET UPGRADE Houf]Pemson��'RRNa SPRINGFIELD, OREGON Righellistnc. LANE COUNTY DE9GNEP: HHPP REVIEWER: RIR CHEIXER: RAW MATER: HHPP DUNE DATE SHEET SHEET No. GENERAL CONSTRUCTION PLAN N/18/2M3ss of ,,, �pq PROTECT (P) OR REMOVE (R)EXISTING SIGN AND POST. SEE SIGNING AND STRIPING NOTES ON'0' SHEETSERIES. O4PROTECT (P) OR RELOCATE (R) EXISTING MAILBOX. PROPOSED MAILBOX LOCATION (N) IS SHOWN ON PIANS. O7 CONSTRUCT STANDARD CURB& GUTTER PER DETAILSHEET BB06. CURB CUT TABLE O9 CONSTRUCT FULL DEPTH CURB PER DETAILSHEET BB06. STRUCTURE LOCATION 2Q CONSTRUCT SIDEWALK PER DETAILSHEET BB08. 31+33.96 -WEST 11 CONSTRUCT SIDEWALK TRANSITION. SEE STATIONING ON PLAN OR GRADING DETAILS SHEETS. 31+56.31 -WEST 12 SAWCUT CLEAN LIN E AND MATCH EXISTING CU RB, SI DEWALK AN D/OR ASPHALT PAVEMENT. RECONSTRUCT EXISTI NG AS NEEDED IF DAMAGED DURING CONSTRUCTION. CONSTRUCT 31+]8.63 -WEST SIDEWALK TO NEAREST EXISTING PANEL SEE GRADING AND STATIONING ON BC- aDO'BW SHEETS. 13 CONSTRUCT PERPEN DICU TAR CU RB RAMP PER DETAI L SHEET BRIM. SEE GRAM NG AND CONSTRUCTION NOTES ON BC' SHEET SERI ES. 3201.02 -WEST 15 CONSTRUCT PERPEN DICU TAR CURB RETURN RAMP PER DETAIL SHEET BEN. SEE GRADING AND CONSTRUCTION NOTES ON BC' SHEET SERIES. 32+23.35 -WEST 16 CONSTRUCT CU RBSI DE REST DENTIAL DRIVEWAY APRON PER DETAI L SHEET BB09. SEE DRIVEWAY WI DTH, MATERIAL, AND G RADI NG ON' BD' SHEET SERI ES. 32+45.]8 -WEST 17 CONSTRUCT SETBACK RESIDENTIAL DRIVEWAY APRON PER DETAIL SHEET BB09. SEE DRIVEWAY WIDTH, MATERIAL, AND GRADING ON BD' SHEET SERIES. 1$ CONSTRUCT COMMERCIAL DRIVEWAY APRON SETBACK SIDEWALK PER DETAILSHEET BRIO. SEE DRIVEWAY WIDTH,MATERIAL, AND GRADING ON BD' SHEETSERIES. 20 CONSTRUCT ASPHALT PAVEMENT ROADWAY SECTION PER DETAI L SHEET BB08. MATCH EXISTING PAVEMENT AT SAWCUT LIMITS. 22 CONSTRUCT CURB CUT PER DETAILSHEET BBIQ SEE TABLE THIS SHEET FOR STATION&LOCATION INFORMATION. 23 CONSTRUCT CONCRETE PAVEMENT ROADWAY. SEE ' AP SHEET SERIES FOR PAVING AND SCORING PLAN AND IMPACT PANEL LOCATIONS. 24 CONSTRUCT FLOW THROUGH SWALE PER DETAIL SHEET BB34. 25 CONSTRUCT STANDARD CU RB& GUTTER PER DETAI L ON SHEET BB06. MATCH TO EXISTING CU RB& GUTTER PER DETAI L ON SHEET BBO]. DATE REV@ON APPR'D LANDS ARCH ttkS a RvE LAURA STREET UPGRADE Houf]Pemson��'RRNa SPRINGFIELD, OREGON Righellistnc. LANE COUNTY DE9GNEP: HHPP REVIEWER: RIR CHEIXER: RAW MATER: HHPP DUNE DATE SHEET SHEET No. GENERAL CONSTRUCTION PLAN N/18/2M3ss of ,,, �pq EIPIItFS: 12/91/2029 DE9GNER: Lf, REVIEWER: RJR ME N4W DRAFTER: HHPP DATESHEFT SHEET No. '/18/2023TA or III C04A EXISTING GROUND AT2 FINISH GROUND AT rt GRADE BREAK STA = 33+23.47 EX ELEV- 445.71 MATCH EXISTING 448 448 .599 EX 446 446 444 444 442 442 440 440 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 LAURA ST - CL - 30+50 TO 34+00 HORIZONTALSCALE: 1" = 40' VERTICAL SCALE: 1"=10' m a F EXISTING GROUND AT LEFT CURB GUTTER FINISH GROUND AT LEFT CURB GUTTER y�y m 2 GRADE BREAK STA 33+25.03 cEX ELEV- 445.20 y MATCH EXISTING 450 450 448 448 446 055% H 446 j 5 444 444 1 1 1 14 442 442 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 LAURA ST - CL - GUTTER LT - 30+50 TO 34+00 HORIZONTALSCALE: 1" = 40' VERTICAL SCALE: 1"=10' EXISTING GROUND AT RIGHT CURB GUTTER FINISH GROUND AT RIGHT CURB GUTTER GRADE BREAK STA= 31+96.47 GRADE BREAK STA = 33+31.23 11 EX ELEV- 445.72 EX ELEV - 446.16 MATCH EXISTING 1 MATCH EXISTING 450 450 448 0. 0% X FTT 448 .33% 446 446 444 444 442 442 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 LAURA ST - CL - GUTTER RT - 30+50 TO 34+00 HORIZONTALSCALE: 1" = 40' VERTICAL SCALE: 1"=10' DATE RWI90N AFF"'D LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY ROADWAY CENTERLINE AND CURB GUTTER PROFILES DE9GNER: Lf, REVIEWER: RJR ME N4W DRAFTER: HHPP DATESHEFT SHEET No. '/18/2023TA or III C04A COORDINATE IRRIGATION DESIGN WITH 2080 LAURA ST 2110 LAURA ST /COUNTY WITH 60% DESIGN445.3816 P 8 PROPOSED T.C.E.,TYP. EXISTING PROPERTY LINE, TYP. PROPOSED RAV, TYP. D314 11 7 R 1 P )< P 2 11 EXISTING RAV, TYP. —� , ® TP L— — 11-- Nss i ---------------- I ------=--- 1 LAURA ST SAN 00 17+00 1 2M00 I 21 nm R G G G G G G GMG GM M Ar4�= G M MM 'A M G� M _ G— Nb5 Nyy N SAN R 8 14 ADI 14 AD2 RI EXISTING "1". 11P . 446.26 15 IROPOSED T.C.E., TYP. I EXISTING PUBLIC EASEMENT, TYP. P 2095 LAURA ST 2101 LAURA ST 2103 LAURA ST EXISTING PROPERTY UNE,TYP. I I CONSTRUCTION NOTES; CONFIRM MANHOLE LOCATION IN GENERAL NOTES SIDEWALKATfA% REVIEW Ol PROTECT (P) OR REMOVE (R) EXISTING STORM PIPE,CATCH BASIN OR MANHOLE. AFTER REMOVAL, FILLANYVOID WITH 3/4"-O AGGREGATE COMPACTED IN I2"LIFTS, MAX. .I TYPE 2 CATCH BASIN STATIONING,OFFSET & RIM ELEVATIONS ARE TO THE CAP EXISTING LATERAL AFTER CATCH BASIN REMOVAL. CENTER OF STRUCTURE AT THE CURB GUTTER UNE. THE RIM ELEVATIONS DO OADJUST EXISTING IRRIGATION AS REQUIRED. COORDINATE WITH PROPERTY OWNER. NOT INCLUDE MY DEPRESSIONS AS SHOWN ON CITY STANDARD DETAILS. O7PROTECT (P),RELOCATE (R), OR ADJUST (A) TO FI NISH GRADE EXIST NG TELEPHONE, CABLE W OR FIBER LIN E AND/OR STRUCTURES. RELOCATION OR ARM DON VENT TO BE 2. PI PE LENGTH AND SLOPE I S FROM THE CENTER OF THE STRUCTURE. COMPLETED BY UTILITY COMPANY. MINOR BOX ADJUSTMENTS TO FINISH GRADE TO BE MADE BY THE CONTRACTOR DURING CONSTRUCTION. ® PROTECT (P) OR RELOCATE (R) EXISTING UTI UTY POLE OR STREET LIGHT. RELOCATFON TO BE COMPLETED BY UTILITY COM PANY. STORM DRAINAGE DATA ADI 116 CONSTRUCT FLOW THROUGH SWALE. SEE SWALE SECTION DETAI L ON SHEET BBI4. SEE "FA" SHEETS FOR ADDITIONAL LANDSCAPI NG I NFORMATION. LAN ESCAPE AREA DRAIN RIM =445.69WI=442.59 CONSTRUCT STAN DARD MANHOLE PER DETAIL ON SHEET BB33. SEE PROFILE SHEET FOR STRUCTURE DATA. 6"IEOUT(N 61.9 LF, S=0.0050 CONSTRUCT LANDSCAPE AREA MAI N PER DETAI L ON SHEET BB2I. SEE THIS SHEET FOR STRUCTURE DATA. ADJUST RIM,COVER, OR FRAME TO A NISH GRADE. TYPICAL MR ALL ITEMS LOCATED WITHIN NEW AC OR CONCRETE AREAS. SEE GRADING DETAI LS AND CU RB PROFILES AD2 FOR FINISH GRADES. THE NEW RIM ELEVATION IS NOTED FOR ANY REQUIRED MANHOLE RIM ADJUSTMENT. LANDSCAPE AREA DRAIN EXPIRES: 12/31/2029 'cT RIM =445.51 6" IE OUT (W)= 442.50 43.0 LF, S=0.0050 AD3 LANDSCAPE AREA DRAIN RIM =445.36 o a m a 6" IE OUT (E)= 442.23 3]] LF, S=0.0050 All °' CP DATE RN19ON APPR'D LAURA STREET UPGRADE SPRINGFIELD, OREGON HaJ HoufFemsmn Ri ellis Inc. NE a [ci a vve " ,, `sere.n'gkRNg � . ..,,.,.� ..m, Ta:.,l LANE COUNTY DESIGNED: HHPP REVIEWER: RIR CHEIXER: NAW DRAFTER: HHPP DRAINAGE & UTILITIES PLAN DUNE DATE 04/18/1@3 o SHEET OF ... sNEET No. ppl EIO' : 12/31/2029 MHI 48" STANDARD MANHOLE STA =21+17.91, 0.00' RIM = 446.02 6" IF IN(E)=442.28 FINISH GROUND AT¢ - 6" IF IN ISE) =442.28 \ 12" IF OUT (N) =442.08 APPROXIMATE LOCATION, 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 LAURA ST - CL - 17+50 TO 22+00 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1"=10' DATE RN19ON APPR'D LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY DRAINAGE & UTILITIES PROFILE DE96NER:HNPR REVIEWER: RIR CHEIXER: N4W DRAFTER: HNPR DATE SHEET sNFFT No. m/18/1@3 71 or vT DOlA ISM ii■ii■ii■■iiiiii■■i■■■�t�'����■rl7■■■�/■1■■■■1■■� tea_=�=__ ... ■■■■■■■■■■■■■■■■■■■■■■!}:l��'k��3f�■■1=,_ —��_� .. ■■■■■■■■■■■■■■■■■■■■■■■■■C�i�?1��3��r1■■■ ■■■■■■ . . ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■. ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■.. 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 LAURA ST - CL - 17+50 TO 22+00 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1"=10' DATE RN19ON APPR'D LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY DRAINAGE & UTILITIES PROFILE DE96NER:HNPR REVIEWER: RIR CHEIXER: N4W DRAFTER: HNPR DATE SHEET sNFFT No. m/18/1@3 71 or vT DOlA O 0 W W H O O O O N N F W Z CAUTION" 8"HIGH PRESSURE STEEL GAS LINE CROSSING. COORDINATE WITH 60% SUBMITTAL. EXISTING PROPERTY UNE, 2150 LAURA ST PROPOSEDT.C.E.ITYP. 2150 LAURA ST 2150I -AU RA ST MH312 CB4' TI /� /� /� /�R /� /� EXISTING R/W,,/TYP. , y 7 )RL 3 L 6IR L 1 ) 1 LL3)CB 3l) IR 11 4 .1gyq� Ins MH 4l2T RL 7 11 MH 23+00M LAURA S M a STM s- STM sAN sAN X4+0 SAN 0 P +ON'N 1 SAN 2 REVIEW WNERE EXISTIN - H 1 CATCH BASIN AND' $ a s ASSOCIATED PIPES DRAIN 13 CB2 2133 LAURA ST 21431AURAST EXISTING PROPERTY LINE, TYP. --� COORDINATE WATER 11 DI 1 1117 ��E R L7R 11 R� 13 CB 5 V' D 1� SDI 18 16 443.85EXISTING R/W, TVP. 2355 LAURA ST PROPOSED R/W, TYP. 2145 LAURA ST 2161 LAURA ST PROPOSED T.C.E.,P EXISTING GAS LINE INDICATOR SH0P44 IN 0•! O W W H O O N N f m N F y W Z J 2 U Q 2 CAUTION" 8" HIGH PRESSURE STEEL GAS LINE CROSSING. COORDINATE WITH 6D°A SUBMITTAL. CONSTRUCTION NOTES: METER DESIGN WITH CITY STREET VIEW. ADD SYMBOL TO TOM FILE GENERAL NOTES OPROTECT (P) OR REMOVE (R) EXISTING STORM PIPE, CATCH BASIN OR MANHOLE. AFTER REMOVAL, FILL ANY VOD WITH 3/4"-0 AGGREGATE COMPACTED IN 12" UFTS, MAX. 1, TYPE 2 CATCH BASIN STATIONING, OFFSET 8 RIM ELEVATIONS ARE TO THE CAP EXISTING LATERAL AFTER CATCH BASIN REMOVAL. CENTER OF STRUCTURE AT THE CURB GUTTER USE. THE RIM ELEVATIONS DO 03 PROTECT EXISTI NG WATER LINE, WATER M ELLER, WATER SERVICE, AND/OR WATER VALVE ASSEMBLY. ADJUST BOX OR VALVE BOX TO FIN ISH GRADE AS REQUI RED. N0T INCLUDE MY DEPRESSIONS AS SH0WN ON CITY STANDARD DETAILS. CONTRACTOR TO NOT FY THE ENGI NEER AN D IAN E COUNTY FOR ANY UTILITY CROSSI NG CONFLICTS ENCOUNTERED. ASSUMED CROSSING DATA SHOWN ON PIANS. 2. PI PE LENGTH AND SLOPE I S FROM THE CENTER OF THE STRUCTURE. Oq RELOCATE EXISTING WATER METER AND SERVICE U NE ASSEMBLY. 05 STORM DRAINAGE DATA PROTECT(P)OR RELOCATE (R) EXISTING FIRE HYDRANT ASSEMBLY. NEW LOCATION IN) IS SHOWN ON PLANS. CB 1 CB 5 DI 1 © PROTECT (P), RELOCATE (R), OR ADJUST (A) TO FINISH GRADE EXISTING GAS LINE. RELOCATION TO BE COMPLETED BY UTILITY COMPANY. VALVE BOX ADJUSTMENTS TO TYPE 2 CATCH BASIN TYPE 2 CATCH BASIN TYPE D INLET FINISH GRADE TO BE MADE DURING CONSTRUCTION. STA =22+18.20, 23.00'L STA = 25+40.07, 23.00'R STA = 24+52.63, 39.50'R RIM -U5.18 RIM =443.45 RIM =441.68 07 PROTECT (P), RELOCATE (R), OR ADJUST (A) TO FINISH GRADE EXISTING TELEPHONE, CABLE N OR FIBER LINE AND/OR STRUCTURES. RELOCATION OR ABANDONMENT TO BE TO" IF OUT(E)=44172 10" IE OUT(W)=439.82 10" IE OUT IN) =440.35 COMPLETED BY UTILITY COMPANY. MINOR BOX ADJUSTMENTS TO FI NISH GRADE TO BE MADE BY THE CONTRACTOR DURING CONSTRUCTION. 11.5 LF, S=0.0050 34.5 LF, 5=0.0050 21.9 LF, 5=0.0050 CB AD4 DI ® PROTECT(P)OR RELOCATE (R) EXISTING UTIUTY POLE ORSTREETLIGHT. RELOCATION TO BE COMPLETEDBV UTILITYCOMPANV. TYPE 2 CATCH BASIN CONCRETE AREA DRAIN TYPE D INLET STA= 22+49.37, 23.01' R STA= 22+76.72, 53.98' L STA= 24+73.46, 39.50' R 09 PROTECT (P), RELOCATE (R), OR ADJUST(A)TO FINISH GRADE EXISTING ELECTRICAL UTILITY LINE, VAULTAND/OR BOX. RELOCATION TO BE COMPLETED BY UTIUTY RIM =444.90 RIM =444.90 RIM =442.T COMPANY. MINOR BOX ADJUSTMENTS TO FINISH GRADE TO BE MADE DURING CONSTRUCTION. 10" IE OUT (W) = 441.47 10" IE OUT (E) =441.39 10" IE IN (S)= 440.24 34.0 LF, S=0.0050 43.4 LF, S=0.0050 10" IE OUT(W)=440.24 10 PROTECT EXISTING SANITARY UNE. CROSSING DATA SHOWN ON PIAN OR PROFILE. CB3 ADS 52.0 LF, 5=0.0050 TYPE 2 CATCH BASIN LANDSCAPE AREA DRAIN 11 CONSTRUCT FLOWTHROUGH SWALE. SEE SWALE SECTION DETAILON SHEET BB34.SEE "TA" SHEETS FOR ADDITIONAL LANDSCAPING INFORMATION. STA = 23+95.89, 22.99'L STA = 25+70.37, SLCDO'R 12 CONSTRUCT STANDARD MANHOLE PER DETAIL ON SHEET BB33. SEE PROFILE SHEET FOR STRUCTURE DATA. RIM =444.17 RIM =443.83 10" IE OUT(E)=440.55 6" IE OUT(W)=439.74 13 CONSTRUCTCONCRETE INLETCATCH BASIN TYPE 2 PER DETAILON SHEET BB39. SEE THIS SHEET FOR STRUCTURE DATA. 11.5 LF, 5=0.0050 55.5 LF, S=0.0050 CB 4 f�'�'V'G77,944 F 14CONS RUCT ANDSCAPE AREA DRAIN PER DE AILONSHEETBB2I.SEE HISSHEE ORS RUC URE DATA. TYPE 2CATCH BASIN STA= "3.4506, 23.00' L �ADIUSTRIM,COVER, OR FRAME TO FINISH GRADE. TYPICALFOR ALL ITEMSLOCATED WITHIN NEW ACOR CONCRETE AREAS. SEE GRADING DETAILS ANDCURB PROFILES RIM=443.451NEMR FINISH GRADES. THE NEW RIM ELEVATION IS NOTED FOR ANY REQUIRED MANHOLE RIM ADJUSTMENT. 10"IE OUT(E)=439.63 ' % 11.5 LE,S=0.0050 ttALEI" 1E CONSTRUCTTYPE D CONCRETE INLET PER DETAILON SHEET BB20. SEE THIS SHEET FOR STRUCTURE DATA. 20 CONSTRUCTCONCRETE AREA DRAIN PER DETAILON SHEET BB39. SEE THIS SHEET FOR STRUCTURE DATA. OEEGON pgiE gEV150N APPq'D He,ptl egclq[e a•>i♦ Ne As `'4/y 3 ZpS, LAURA STREET UPGRADE HpufFem m`A" ... AN`:".. g;kRag B REGON Ri ellisInc. �`�sm3evm, .,..,gym.. so L �cq �P SPRINGFIELD, COUNTY �J,BRP L(iNEC_oUNTY pE51GNEq: HHPq gEVIEWEq: qlq CHEIXPA EP NAW DBEq: HHPR EXPIRES: 12/31/20234 OAU NE DATE SHEET SHEET NO. DRAINAGE & UTILITIES PLAN 48/202372 OF III D02 MH2 MH3 —MH4 MH5 48" STANDARD MANHOLE 48" STANDARD MANHOLE 48" STANDARD MANHOLE 48" STANDARD MANHOLE STA= 22+18.20,11.49' L STA= 23+95$9,11.50' L STA= 25+40.08,11.50' L STA= 26«23.11,11.50' L RIM=445.06 RIM=444.40 RIM =443.68 RIM=444.10 12" IE IN (S)=441.58 12"IE IN(SI=440.49 12" IE IN(SI=439.5] 12" IE IN(S)=438.95 10" IE IN(W)=441.66 10"IE INI'M =440.49 10"IE IN(W)=439-5] 12"IE OUT INWI=438.]5 12"IE OUT(N)=441.38 12"IE OUT (NI=440.29 10"IE IN(E)=439.65 33A LF, S=0.0050 12" IE OUT (N)=439.3] 450 450 448 IXIS ING 448 GRO ND T¢ a46 G UNDAT2 446 aaa 444 aa2Alli�S 442 3.0 12' STM S-0. 50 a40 i o— 440 a38 x x 438 436- PP XIM TEL CA ION APPROXIMATE LO TIO 436 a a F EXISTING 2" AS OF E ISTI G 8' GAS 434 ISTI G 8' SAN XIN x - 434 432 430 wx w 432 430 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+25 LAURA ST - CL - 22+00 TO 26+25 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1"=10' QED FIR \C� �0 I ti ^� �0 Q 9N"32pN DATE RN19ON APPR'D LA URA STREET UPGRADE HBNg liDuteernsDn`"" "` gkRaggo; sc..iiv B Fq MP ��.BPP SPRINGFIELD, REGON Ri ellisInc. DE9GNEP: HHPP RF/IEWER: RIR COUNTY LANECOUNTV CHEIXER: N4W DRAEfER: HHPP ' EI�IR6: 12/31/2029 a N£ DATE sNEET SHEET No. DRAINAGE &UTILITIES PROFILE OAU p /1$/1@3 A OE ,,, D02A VERIFY DESIRED OUTFALL METHOD PRIOR TO 90°6 DESIGN ti QED PAO 77 x J r ON 4N. .i. 20S, e4gUJ. BPPMP? EXPII26: IB/31/2029 SEE SHEET HBOl FOR CULVERT DESIGN AND PROFILE 2 CONSTRUCTION NOTES: ©PROTECT (P), RELOCATE (R), OR ADJUST(A)TO FINISH GRADE EXISTING GAS LINE. RELOCATION TO BE COMPLETED BY UTILITY COMPANY. VALVE BOX ADJUSTMENTS TO FINISH GRADE TO BE MADE DURING CONSTRUCTION. O7PROTECT (P), RELOCATE (R), OR ADJUST(A)TO FINISH GRADE EXISTING TELEPHONE, CABLE WOR FIBER UNE AND/ORSTRUCTURES. RELOCATION ORABANDONMENTTO BE COMPLETED BY UTILITY COMPANY. MINOR BOX ADJUSTMENTS TO FINISH GRADE TO BE MADE BYTHE CONTRACTOR DURING CONSTRUCTION. ® PROTECT (P) OR RELOCATE (R) EXISTING UTIUTY POLE OR STREET LIGHT. RELOCATION TO BE COMPLETED BY UTILITY COMPANY. 10 PROTECT EXISTING SANITARY UNE. CROSSING DATA SHOWN ON PIAN OR PROFILE. 13 CONSTRUCTCONCRETE INLET CATCH BASIN TYPE 2 PER DETAILON SHEET BB39. SEE THISSHEET FOR STRUCTURE DATA. 15 CONNECT TO EXISTI NG PI PE, CATCH BASIN OR MANHOLE PER DETAIL ON SHEET BB2I. SEE PLAN OR PROA LE FOR ASSUM ED CON NECTION DATA. CONTRACTOR TO INSTALL ALL REQUIRED FITTINGS AND BENDS. CONTRACTOR TO VERIFY ASSUMED CONNECTION ELEVATION PRIOR TO CONSTRUCTION. 16 ADJUST Ill M,COVER, OR FRAM E TO FIN ISH GRADE. TYPICAL FOR ALL ITEMS LOCATED WITHIN NEW AC OR CONCRETE AREAS. SEE GRADI NG DETAILS AND CURB PROFILES FOR FINISH GRADES. THE NEW RIM ELEVATION IS NOTED FOR ANY REQUIRED MANHOLE RIM ADJUSTMENT. DATE REVISION APPR'0 LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY DRAINAGE & UTILITIES PLAN 2 GENERAL NOTES 1, TYPE 2 CATCH BASIN STATIONING, OFFSET & RIM ELEVATIONSARE TOTHE CENTER OF STRUCTURE AT THE CURB GUTTER UNE. THE RIM ELEVATIONS DO NOT INCLUDE MY DEPRESSIONS AS SHOWN ON CITY STANDARD DETAILS. 2 PIPE LENGTH AND SLOPE IS FROM THE CENTER OF THE STRUCTURE. STORM DRAINAGE DATA CB 6 TYPE 2 CATCH BASIN STA= 27+09A3, 23.00' L RIM =444.66 10" IE OUT (E) = 440.79 11.7 LF, S=0.0971 CB 7 TYPE 2 CATCH BASIN STA= 30+27.19, 23.00' L RIM =444.30 10" IE OUT (E) = 440.57 13.6 LF, S=0.0050 I DESIGNER: HHPR I REVIEWER: RJR DATE I 5HEEE SHEET No. a4/18/2023 Ta of ui D03 o w 2300 LAURA ST 2320 LAURA ST 460 LINDALE DR Q EXISTING PROPERTY LINE, TYP. Z I 7 R PROPOSED T.C.E., TVP. M J 8 R 13 CB8S P S P 1 P Q i _ _ _ 111 PROPOSED R/W, TYP. 0 7 R 16 70 EXISTING R/ W, TY P. W— — WJ _ _ — — _ co G� _ _ ow O o — °Me N 7 R 0STM Sf SlM STM STM M SAN SAN SAN SAN $A1 d wunr F G G fA G 'N M � L 16 .40 EX 24"IE=440.1615 15 15 7 R 8 P 7 A 3 10" IE =440]4 22111AURA ST 2345 I -AURA ST EXISTING R/W TYP PROPOSED R/W,TYP. PROPERTY UNE, TYP. PROPOSE1 EXISTING CONSTRUCTION NOTES: GENERAL NOTES Ol PROTECT (P(OR REMOVE (R) EXISTING STORM PIPE, CATCH BASIN OR MANHOLE. AFTER REMOVAL, FILLANYVOID WITH 3/4"-0 AGGREGATE COMPACTED IN I2"UFrS, MAX. 1. TYPE 2 CATCH BASIN STATIONING, OFFSET B RIM ELEVATIONS ARE TO THE CENTER CAP EXISTING LATERAL AFTER CATCH BASIN REMOVAL OF STRUCTURE AT THE CURB GUTTER LINE. THE RIM ELEVATIONS DO NOT INCLUDE MY DEPRESSIONS AS SHOWN ON CITY STANDARD DETAILS. O3 PROTECT EXISTING WATERLINE, WATER METER, WATER SERVICE, AND/OR WATER VALVE ASSEMBLY. ADJUST BOX OR VALVE BOX TO FINISH GRADE AS REQUIRED. 2. PIPE LENGTH AND SLOPE IS FROM THE CENTER OF THE STRUCTURE. CONTRACTOR TO NOTIFY THE ENGINEER AND LANE COUNTY FOR ANY UTILITVCROSSING CONFLICTS ENCOUNTERED. ASSUMED CROSSING DATA SHOWN ON PLANS. O7PROTECT (P), RELOCATE R), OR ADJUST (A) TO FINISH GRADE EXISTING TELEPHONE, CABLE TV OR FIBER LINE AND/OR STRUCTURES. RELOCATION OR ABANDONMENT TO BE STORM DRAINAGE DATA COMPLETED BY UTILIWCOMPANY. MINOR BOX ADJUSTMENTS TO FINISH GRADE TO BE MADE BY THE CONTRACTOR DURING CONSTRUCTION. CBS ® PROTECT (P) OR RELOCATE (R) EXISTING UTIUTY POLE OR STREET LIGHT. RELOCATION TO BE COMPLETED BY UTILITYCOMPANY. TYPE 2 CATCH BASIN STA = 31+29.88, 23.00' L 13 CONSTRUCT CONCRETE INLETCATCH BASIN TYPE 2 PER DETAILON SHEET BB39. SEE THIS SHEET FOR STRUCTURE DATA. RIM =444.29 15 CONNECT TO EXISTING PIPE, CATCH BASIN OR MANHOLE PER DETAIL ON SHEET BB2I. SEE PLAN OR PROFI LE FOR ASSUMED CON SECTION DATA. CONTRACTLF, S=0 OR TO INSTALL 10" EL=440.81 ALL REQUIRED FITTINGS AND BENDS. CONTRACTOR TO VERIFY ASSUMED CONNECTION ELEVATION PRIOR TO CONSTRUCTION. 13.4 LF, 5=0.0050 16 ADJUST RIM,COVER, OR FRAME TO FI NISH GRADE. TYPICAL MR ALL ITEMS LOCATED WITHIN NEW AC OR CONCRETE AREAS. SEE GRADING DETAI LS AND CURB PROFILES FOR FINISH GRADES. THE NEW RIM ELEVATION IS NOTED FOR ANY REQUIRED MANHOLE RIM ADJUSTMENT. \�QED1FIR o a® t 4 7 SCALE. _.o• �04"N DATE PEVI50N APPP'D Harp) "E PE NEMS Q BFq 9"MP HD,S-sm LANDSCAPE AECHPTEATEgELIIE u'lguon;N320 LAURA STREET UPGRADE Righellislnc.SPRINGFIELD, oaEoov uu.BPLANE COUNTY DE9GNEP: HHPP PEVIEE BIB CHEIXEP: N4W DPAFTER: HHPP EKPI[tFS: 12/31/2029 4 OAU NE DATE SHEET SHEET No. DRAINAGE & UTILITIES PLAN D J18/2M3 I OT TYPICAL TEMPORARY TRAFFIC CONTROL SIGNS O DETOUR O SAG O END O END O DETOUR O DETOUR O AHEAD ROADWORK DETOUR W20-2 W20-1 G20-2 M4 -8A M4 -9L M4 -9R 36" x 36" 36" x 36" 36" x 18" 24" x 18" 30" x 24" 30" x 24" ON wx..Amarsem aio SPEED ROAD ROADCLOSED 11 LIMIT 12 CLOSED 13 TD 14 ONLY �i0 THRUTRAFFIC ROADWAY R3-51- R2-1-1(30) R11-2 R11-4 CW11-1 24" x 30" 24" x 30" 48" x 30' 60" x 30" 36" x 36" GENERAL NOTES 1. PROVIDE AND MAINTAIN A TEMPORARY NORTHBOUND VEHICLE TRAVEL LANE ALONG IAURA STREET AT ALL TIMES DU RING CONSTRUCTION OPERATIONS. 2. PROVIDE A TEMPORARY PEDESTRIAN ACCESSIBLE ROUTE ALONG IAURA STREET AT ALL TIMES DURING CONSTRUCTION OPERATIONS. 3. PROVIDE AND MAINTAIN SAFE TEMPORARY ACCESS TO ALL DRUMAYS AT ALLTIMES. 4. SAFE AND ACCESSIBLE ROUTES AND SIGNAGE ARE TO REMAIN FOR THE DURATION OF CONSTRUCTION. CONSTRUCTION STAGING MAY REW IRE MODIFICATIONS TO TI IS FLAB * INSTALL ALL TRAFFIC CONTROL SIGNS IN ACCORDANCE HATH CODE TMADO TABLES, ABRUPT EDGE AND RUNS DETAILS. O. CONTRACTOR TO NANTAN ACCESS TO LAURA STREET FROM SIDE STREETS. * CONTRACTOR TO PROVIDE PEDESTRIAN CROSSING LOCATIONS LOCATION ACROSS -AURA STREET TO ACCESS TEMPORARY PEDESTRIAN ACCESSIBLE ROUTE. DATE I REVISION AvvRD LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY TEMPORARY TRAFFIC DETAILS DETOUR O$ IAURASf O I� ONLY W16-3aP M4-9 (Mod) 24" x 12" R3 -5R 30" x 36" (BLACK ON ORANGE) 24" x 30" ACCOMPANIED BYOWT DRAVNNOS: TM2M,TMBTDT8yo-jR'A NLS TMBNI, TMB2I, TMB22, TM941, TMS44. LANE COUNJ Y DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION DESIGNER: RFV REVIEWER: OTS OHE iR: SRAM DRAFTER: JAI DATE S" ;HEFT NO. mM/2D23 76 OE 111 E01 px-BIawMBER .. TYPE IIMRRICADE 1 ivnrovARYSId SUPPORT PER ODOT TCM1 y_DEIMIxs'WDE.REFER T=Ond ME 1 25)) TEKPORARYN0UHe NDVEHCLEuxE t PROVIDEANDMAINTAN A TEMPORARY NORTHWUND VEHICLE TRAVEL LW E ALONG CALM STREET AT ALL TIMES W RING CONSTRUCTION OPERATIONS. 2. PROVIDE A TEMPORARY PEDESTRIAN ACCESSIBLE ROUTE ALONG -AURA STREET AT ALL TIMES WRNS CONSTRUCTION OPERATIONS. 1 PROVIDE AN D MAINTAIN SAFE TEMPORARY ACCESS TO ALL DRIVENAYS AT ALLTMES. i. SAFE AND ACCESSIBLE ROUTES AND SIGNAGE ARE TO REMAIN FOR THE W RATION OF CONSTRUCTION. CONSTRUCTION STACKS MAY REWIRE NODIFIOATIMS TO THIS PLAN. * NSTALL ALL TRAFFIC CONTROL SIGNS IN ACCORDANCE WTM OWE TMW] TABLES, ABRUPT EDGE AND PONS DETAILS. C. CONTRACTOR TO MAINTAIN ACCESS TO LAURA STREET FROM SIDE STREETS. * CONTRACTOR TO PROVIDE PEDESTRIAN CROSSING LOCATIONS LOCATION ACROSS LAURA STREET TO ACCESS TEMPORARY PEDESTRIAN ACCESSIBLE ROUTE. awx..Am1SOE S10 DATE REVISION APPIR0 LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY ADVANCED SIGNING PLAN • PHASE 1 LANE COUNTY DEPARTMENIE OF PUBLIC WORKS ENGINEERING DIVISION DESIGNER: RFV REVIEWER: OTS CHECKER: SIMM DRAFTER: JAI DATE SHEET sHEEr NO. 'OV/2023 n or ill E02 I d;I99ClSIll21 d;w4q: H:ImV � x-BIFNwMBER r, GENERAL NOTES t PROVIDE AND MAINTAIN ATEMPORARYNORTHWUNDVEHICLETRAVEL LANE ALONG LAURASTREETAT ALL TMES W RING CONSTRUCTION OPERATIONS. 1 PROVIDEATEMFORARY PEDESTRIPNACCESSIBLE RWTE ALONG LAURA ETREETAT ALL TMES W RING CONSTRUCTION OPERATIONS. 1 PROVIDE AND MAINTAIN SAFE TEMPORARY ACCESS TO ALL DRIVEWAYS AT ALLTMES. i. SAFE AN D ACCESSIBLE ROUTES AND SIGNAGE ARE TO REMAIN FOR THE W RATION OF CONSTRUCTION. CONSTRUCTION STAGING MAY REWIRE NODIFICATIONS TO THIS PLAN. * INSTALL ALL TRAFFIC CONTROL SIGNS N ACCORDANCE WITH CODE WOOD TABLES, ABRUPT EDGE AND PONS DETAILS. C. CONTRACTOR TO MAINTAIN ACCESS TO LAURA STREET FROM SIDE STREETS. * CONTRACTOR TO PROVIDE PEDESTRIAN CROSSING LOCATIONS LOCATION ACROSS LAURA STREET TO ACCESS TEMPORARY PEDESTRIAN ACCESSIBLE RWTE. awx..Am1SOE a10 0 o: DATE REVISION APPIR0 LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY ADVANCED SIGNING PLAN • PHASE 2 LANE COUNTY DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION DESIGNER: RFV REVIEWER: OTS CHECKER: SRAM DRAFTER: JAI DATE `HEFT SHEFT NO. 'OV/2023 78 of 111 E03 TYPE IIMRRICADE 1 TvnrovARYSId SUPPORT PER ODOT TCMI y_DE(MIx VWDE.REFER T=OTTOIME 1 25)) TEKPOMRvwRTHe NDVEHCLEuxE GENERAL NOTES t PROVIDE AND MAINTAIN ATEMPORARYNORTHWUNDVEHICLETRAVEL LANE ALONG LAURASTREETAT ALL TMES W RING CONSTRUCTION OPERATIONS. 1 PROVIDEATEMFORARY PEDESTRIPNACCESSIBLE RWTE ALONG LAURA ETREETAT ALL TMES W RING CONSTRUCTION OPERATIONS. 1 PROVIDE AND MAINTAIN SAFE TEMPORARY ACCESS TO ALL DRIVEWAYS AT ALLTMES. i. SAFE AN D ACCESSIBLE ROUTES AND SIGNAGE ARE TO REMAIN FOR THE W RATION OF CONSTRUCTION. CONSTRUCTION STAGING MAY REWIRE NODIFICATIONS TO THIS PLAN. * INSTALL ALL TRAFFIC CONTROL SIGNS N ACCORDANCE WITH CODE WOOD TABLES, ABRUPT EDGE AND PONS DETAILS. C. CONTRACTOR TO MAINTAIN ACCESS TO LAURA STREET FROM SIDE STREETS. * CONTRACTOR TO PROVIDE PEDESTRIAN CROSSING LOCATIONS LOCATION ACROSS LAURA STREET TO ACCESS TEMPORARY PEDESTRIAN ACCESSIBLE RWTE. awx..Am1SOE a10 0 o: DATE REVISION APPIR0 LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY ADVANCED SIGNING PLAN • PHASE 2 LANE COUNTY DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION DESIGNER: RFV REVIEWER: OTS CHECKER: SRAM DRAFTER: JAI DATE `HEFT SHEFT NO. 'OV/2023 78 of 111 E03 ri wx..imarsem aio TEMPOMRY Ey,IS1NGGflAVEL TFMFbMRY E%ISTNGGMVEL TEMPORARY E%ISTINGGMVEL TRAFFIC CONTROL LEGEND NtlH NORTXROUNO VEl11CLE SXOULOER 1M1DFK ZONE NORTH WAND SEH CLE SHOULDER NORK2CNE NORTABOUNDVEHICLE SHOULDER VARIER NADTi VARIES eBICVCLE WJE gg WIDTH VARIES & BICYCLE LANE NADTH VARIES &BICYCLE LANE VARIES 13'MIN 16 VARIES 13'MIN 1'S \\ 13 MIN 1'9 NORK 20NE uR-R.R awmea wRueartas . O O TEMPORARYTIRUTARMARKERS SEI A -A STA 311.0 TO STA 2.03STA BEI B -B 2H00 TO STA 18 50 SEI C -C STA 2.50 TOSTA 3.25 NOTTOSCALE NOTTOWALE NOTTOSCALE 0 60' 120 IBOs DATE REVISION wx..imarsem aio TEMPOMRY Ey,IS1NGGflAVEL TFMFbMRY E%ISTNGGMVEL TEMPORARY E%ISTINGGMVEL TRAFFIC CONTROL LEGEND NtlH NORTXROUNO VEl11CLE SXOULOER 1M1DFK ZONE NORTH WAND SEH CLE SHOULDER NORK2CNE NORTABOUNDVEHICLE SHOULDER VARIER NADTi VARIES eBICVCLE WJE WIDTH VARIES & BICYCLE LANE NADTH VARIES &BICYCLE LANE VARIES 13'MIN 16 VARIES 13'MIN 1'S VARIES 13 MIN 1'9 NORK 20NE uR-R.R awmea wRueartas . O O TEMPORARYTIRUTARMARKERS SEI A -A STA 311.0 TO STA 2.03STA BEI B -B 2H00 TO STA 18 50 SEI C -C STA 2.50 TOSTA 3.25 NOTTOSCALE NOTTOWALE NOTTOSCALE 0 60' 120 IBOs DATE REVISION APPWD LANE COVN3Y LAURA STREET UPGRADE DEPARTMENT OF PUBLIO WORKS NII SPRINGFIELD, OREGON ENGINEERING DIVISION Rry LANE COUNTY I DESIGNER: RFV REVIEWER: OTS E. CHECYER: DRAFTER: JAI TEMPORARY TRAFFIC CONTROL •PHASE 1 DATE a3M/2023 SHEET of SHEET ND. E04 Tg >.. B 0 Q ?� F J 13' Vi OJ A `PROP. RAN �TBAP. EASEMBIT Ly B wx..Amarsem aio DATE TEMPORARY TEMPORARY NORTHBOUND VEHICLE NORKZONE NORTHBOUNDVEHICLE NORKZONE SIDEWALK I BBICYCLEIANE WIDTHVARIES I SIDEWALK I BBICYCLEIANE WIDTHWRIES 5' 13'MN VARI1 �f 5' 13'MN MARII- 6C7M A -A STA3 40 TO STA AC SECIpN B -B STA 2N00 TO STA28x50 N'JTTOSCALE NOT TO SCALE RFVKION AKER'D W m Z w TeaPORARv TRAFFIC CONTROL LEGEND NORTHBOUNDVEHICLE NORKZONE SIDEWALK I &BICYCLE LANE WIDTH VARIES WORKZONE 5 13'MN VARIES M u^^^Waw O O O TEMPORARY TUBULAR MARKERS SECI W STA 28x50 TO STA 3.25 0 60' 120' 180' NOT TO SCALE LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY TEMPORARY TRAFFIC CONTROL • PHASE 2 LANE COUNTY DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION xry DESIGNER: RFV REVIEWER: OTS CHECKER: WNI DRAFTER: JAI DATE SHE Er SHEET NO mM/2D23 gp OF ill E05 PERMANENT SEEDING 0.36 ACRES Carex oboupta Arctostaphylos uva-urs! Slough Sedge SPN4 SP84 PLANT LIST 3126 20% PLS Festuca glauca'Elijah Blue' BOTANICAL NAME COMMON NAME i PLANTTYPE SPACING TOTAL 12"a. c. 30]5 18.6 Lolium perenne'Nobility' Carex dense 30% PLS Dense Sedge 90 SPk4 12"o.c. 3186 30% PLS Seed Acer rubrum'October Glory' October Glory Maple 1 2" caliper las-sho.nl 4 PERMANENT SEEDING 0.36 ACRES Carex oboupta Arctostaphylos uva-urs! Slough Sedge SPN4 SP84 12"o.c. 3126 20% PLS Festuca glauca'Elijah Blue' luncus patens SPIN Gray Rush 117 SPg4 12"a. c. 30]5 18.6 Lolium perenne'Nobility' Carex dense 30% PLS Dense Sedge 90 SPk4 12"o.c. 3186 30% PLS Seed 90 27.9 300 93.0 WETLAND SEEDING 0.03 ACRES PERMANENT SEEDING 0.36 ACRES Arctostaphylos uva-urs! Kinnickinnick SPN4 12" Ex. 1279 Gibraltar Creeping Red Fescue 20% PLS Festuca glauca'Elijah Blue' Blue Fescue SPIN 12"o.c. 117 20%PLS PERMANENT SEEDING 0.36 ACRES LBS/ACRE LBSNEEDED Festuca rubra 'Gibraltar' Gibraltar Creeping Red Fescue 20% PLS Seed 60 18.6 Festuca rubra vac commutate Longfellow 11 Chewings Fescue 20%PLS Seed 60 18.6 Lolium perenne'Nobility' Nobility Perennial Ryegrass 30% PLS Seed 90 27.9 Lolium perenne'Amazing' Amazing Perennial Ryegrass 30% PLS Seed 90 27.9 300 93.0 WETLAND SEEDING 0.03 ACRES LBS/ACRE LBS NEEDED Bromus carinatus California Brome 40%PIS Seed 17.2 0.52 Elymusglaucus Blue Wild -rye 40%PIS Seed 17.2 0.52 Deschampsia caespitosa Tufted Hair Grass 5%PLS Seed 2.15 0.06 Festuca rubra sp. rubra Native Red Fescue 15%PIS Seed 6.45 0.19 7 2 5 O Q 43.0 1.29 DIST Ae4 7p�d JEFFERY P.0 L OREGON �W 05/13111 � EXPIRES: =1123 DATE REVISION BID ITEM LOG i F Z FQ Om_ 0 ? O y 2 7 2 5 O Q O g 3 ° ° k o 3 x o >% W 0 i € 8$ `sem o o roe s= x moi _� $_ m c pi ° a % V Z G a s < UNITS EA. EA. EA, EA. EA. EA. AC. a. CY. CY. a. AC. PAGE FADS 2263 2072 2265 91 35 .17 93 1 320 36 FA06 4 863 1003 921 1188 82 .16 126 10 138 15 FA07 .03 162 15 .03 SUBTOTAL 4 3126 3075 3186 1279 117 0.36 219 11 620 51 0.03 TOTAL 4 9387 1396 0.36 219 11 620 51 0.03 APPRD LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY PLANT LIST, BID ITEMS & NOTES DES6NEP: 1fC REVIEWER: inc CHEIXEP: IDC WATER: OKL DATE 5HIO SHEET NO. D4/04/zeta 81 or 111 FA61 DIST � 4�;7 Q� JEFFERY P. C L OREGON �W 05/13111 � EXPIRES: =1123 CITY OF SPRINGFIELD WQ PLANTING MATRIX z z a Q N Z PLANT NAME z d Q z a O N a R V� O1855 632 819 689 12'O.C. SP#4 2140 O432 247 86 165 12'D.C. SP#4 498 O126 145 12" O.C. SP#4 145 O124 143 12" O.C. SPN 143 O265 80 91 133 12" O.C. SP#4 304 O205 68 86 81 12" O.C. I SP#4 235 O7 1517 505 S70 575 12" O.C. SP#4 1650 OB 195 81 56 86 12" O.C. SP#4 223 O9 514 197 196 199 12" O.C. SP#4 592 70 340 228 81 81 12" O.C. SP#4 390 ii 630 230 260 235 12" O.C. SP#4 725 103 118 12" O.C. SP" 118 i3 235 91 90 90 12" O.C. SP#4 271 i4 1088 416 379 459 12" O.C. SP#4 1254 i5 607 206 243 250 12" O.C. SP#4 699 TOTAL 2663 3126 3075 3186 9387 GENERAL NOTES: 1. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH CURRENTOTY OF SPRINGFIELD, LANECOUNEW STANDARDS AND OREGON BUILDING AND SPECIALITY CODES. 2. INSTALL EROSION CONTROL SYSTEMS IN ACCORDANCE WITH CITY OF SPRINGFIELD AND LANE COUNTY STANDARDS PRIOR TO SITE WORT( AND LANDSCAPE INSTALLATION. 3. CONTRACTOR SHALL MARK AND PROTECT ALL UTILITIES, SITE FEATURES, AND VEGETATION TO REMAIN IN PLACE. 4. CONTRACTOR SHALL REMOVE ALL WEEDS AND INVASIVE SPECIES PRIOR TO PLANTING OR SEEDING. S. ALL DISTURBED AREAS SHALL BE SEEDED. 6. PRIOR TO PLANTING, CONTRACTOR SHALL TEST ON-SITE SOILS FOR SOIL FERTILITY BY CERTIFIED TESTING LAB. IF NECESSARY, RACKFILL SOILS FOR TREE PITS, SHRUB AND GROUNDCOVER AREAS SHALL BE AMENDED AS RECOMMENDED BY SOIL ANALYSIS REPORT. 7. PLANT MATERIAL INSTALLED SHALL CONFORM IN SIM AN D G RADE TO IH E"AMERICAN STANDARD FOR NO RSERY STOCK" CURRENT EDITION. 8. QUANTITIES OF PLANT MATERIALS SHALL BE AS DETERMINED BY CONTRACTOR IN ACCORDANCE WITH SPECIFIED SPACING OR LOCATION ON PLAN. MATERIAL QUANTITIES SHOWN ON PIAN ARE FOR CONTRACTOR CONVENIENCE ONLY AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TO INSTALLATION. SURPLUS OR SHORTAGES OF PLANT QUANTITIES SHALL BE RESPONSIBILITY OF CONTRACTOR. 9. LANDSCAPE CONTRACTOR SHALL WATER PLANT NGS FOR DUBAI ON OF I YEAR WARRANTY PERIOD AFTER INSTALLATION AND G UARANTEE ALL PLANT NGS TO BE IN SATISFACTORY HEALTH. LANDSCAPE CONTRACTOR SHALL REPLACE ALL DAMAGED, DEAD, OR DYING PLANTS COVERED BY WARRANTY WITHIN 30 DAYS OF INITIAL IDENTIFICATION OF CONDITION. GATE REVISION APPP'D I / HDuf PNeL m' "' "tea i[ LAURA STREET UPGRADE A�pVp)� E " R. SPRINGFIELD, OREGON Ri elliel . LANE COUNTY DESIGNER: IPc REVIEWER: IPC CHEIXEP: IDC [FABER: OKL I STORMWATER PLANTER MATRIX oa/o �20n 6z 6 or m NOTE: RENTER SPACING SHALL BE AS INDICATED IN PLANTING LEGEND. SPACING SPECIFIED PLAT SET CROWN OF ROOTBA AT FINISH GRA + + + + I I + 2" ROCK RILL 4G C + 1/ + SPECIFIEDPLANT EDGE OF PAVING, + I+ I I + I I CURB OR BUILDING awn � V N TRIANGULAR SPACINGSHRUB PLANTING IN SWALE PLANTERS 1 Plan ~NOT TO SCALE Section DIST y4' ,Q�d r /7 JEFFERY P. C L OREGON �W 05/13111 � EXPIRES: =1123 ROOT CROWN LEVEL WITH OR JUST ABOVE FINISH GRADE. NO MULCH OR COMPOST TO BE APPLIED. TAMP SOIL FIRMLY TO ELIMINATE AIR POCKETS IN PLANTING HOLE. WATERQUAUTYMIXTURE PIANT ROOTSTO BE STT DURING INSTALLATION. WETLAND PLANTING L 5eotlon I—ITi NOTTO SGLE )ATE REVISION APPR'0 SPECIFIED PLANT ON CENTER SPACING AS INDICATED IN PLANTING LEGND 3"DEPTHCOMPOST, KEEP CLEAR FROM / BASEOFPLANT /.\ GROUNDCOVER PLANTING F IT A R i `� SMlon NOT i05OlLE LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY PLANTING DETAILS NOTTOSGIE )ESI6NER: 1fC IXIDC REVIEWER: 1PC CHEER: [PATER: OKL DATE NEE DA/On/20n 83 of 111 AGISTg�� 747 '6/ r F JEFFERY P. CREEL U OREGON ON - � 05/13111 � C9pp EXPIRES: D5,31123 III TRIFEWIPEOc1EA VII AREA DETAEEN z9 MDb 2'%2"%&'MIN. STAKES ADJVETG .I TRNNGLFIL.FMUREEIRCMWHEFFIFE M Ei(JR WJW➢MEEIIFIXTENDEOIBpGK31 rT IND VJmEn.PASHTOWN. EQUAL IN FIGURE 8 seianatmDFwut C PUUIIEMENR � DIIN PIPE OR EQUIVALENT UT UHR EPS2ELIENTS `R FILM BARRIER OR EQUAL wsuJ EnsLANE 1.00..a LE1 RDEEE N. APHOLDvx Di RF 0.. I ` %T HI N NOR CLPNUNCF 7AM E TIED R�wHw 1'01. IIFEE -TRIN mw <aix anon FEauREs DDRM) FROM STREET UCRTOR GFT EQUAL) MEN TREE IS PLANED WITHIN 6 FT OF THE STREET OR SIDEWALK /. PWJTEa STRIPwA 1.2N CIEARNiCE TRWJCLE -L 01 GRAIN E TRUER zs MOM WM roPP OLME PUNLE URI LFY EAEEMEIR .i .E . L��Em126Ff PPOPERfY.1 VM f ir. ORE DE ARII NRS � : i9 THE SEET�OR REUE DME.I �[6µ�TV FA..ADUR THRE.-PER NOTES • REFER TO STANDARD DRAWING 2-2 FOR INSTALLATION (PLANTING) DETAILS • STREETTREES SHALL BE FUNDED 3PAPARTTYPICALLY.SPACING MY BEDECAEASEDTORP'MIN. MAIN FOR REWIRED NUMBEROF TERRE. STREET TREES SPECIES SHALL BE SELECTED FROM THE GNB APPROVED STREET TREE LIST. REFER TO DESIGN STANDARDS& FRUGEDURESSEGTICI • STREET TREES SHALL NOT BE PLANTED WRHIN AN EASEMENT UNLESS THERE IB NO OTHER LOCATION FEASIBLE TREES flANIED WI1N IN 1 B FEET O F HD RIGHT M WAY WILLK GOW I DERED STRBET TREES ',GI OfE� "C—1 vs����Ne spay SPRINGFIELD STREET TREE LOCATION ALAN QPS F%POATEIEJIA2l OREGON STANDARD D2W11G 2027 PLASTIC CHAIN TIE OR EQUAL IN FIGURE S T' %2' x STAKES V4"MINUS CRUSHED ROCK FILM BARRIER OR EQUAL NOTES SEFFRTOEIINDARDRPPV REED iTDFRCUREC1RYSNP. DFVFUTRfEElSINUVLLRFsaFc1EDLRDUMECnvsrNPNXEosTPEETTRiE16f FErtx TOUPacn slenwensn-"'II--- so¢ LAWNIGROUNOCOVER PER ROCK COMPACTED SOIL MIX DATE REVISION AREA LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY PLANTING DETAILS DE56NEP: IFC REVIEWER: IFC CHECKER: 1A, DRAFTER: OKL DATESHEE DaA04n0ia 84 of 111 2'%2"%&'MIN. STAKES PLASTIC CHAIN THE OR EQUAL IN FIGURE 8 3" DIA, x 2LONG PERFORMED DIIN PIPE OR EQUIVALENT 38" DIAMETER %30' DEEP HOLE FILM BARRIER OR EQUAL CONSTRUCT ROOT BARRIER (34' MINUS CRUSHED ROCK WITH FILM BARRIER OR EQUAL) MEN TREE IS PLANED WITHIN 6 FT OF THE STREET OR SIDEWALK /. PLASTIC CHAIN TIE OR EQUAL IN FIGURE S T' %2' x STAKES V4"MINUS CRUSHED ROCK FILM BARRIER OR EQUAL NOTES SEFFRTOEIINDARDRPPV REED iTDFRCUREC1RYSNP. DFVFUTRfEElSINUVLLRFsaFc1EDLRDUMECnvsrNPNXEosTPEETTRiE16f FErtx TOUPacn slenwensn-"'II--- so¢ LAWNIGROUNOCOVER PER ROCK COMPACTED SOIL MIX DATE REVISION AREA LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY PLANTING DETAILS DE56NEP: IFC REVIEWER: IFC CHECKER: 1A, DRAFTER: OKL DATESHEE DaA04n0ia 84 of 111 CONSTRUCTION NOTES:9 4 s 5 IXISTING OINSTALL 12" TOPSOIL IN EXISTING R/WPROPERTY , TVPUNE, TVP. PLANTER BEDS, TYP. 4 CY O INSTALL MULCH IN PLANTER T I F4— I BEDS, TYP. 1 CV INSTALL 18'. WATER O QUALITY MIXTURE IN WQ n ow DN PIANTERS, TYP. 320 CY OPLACE 2" DEEP ROCK MULCH 4 IN WATER QUALITY 1 17+00 15+00 LAURAST 19+00 20+00 PLANTERS, TYP. 36 CV - - - - - - - - ®5 INSTALL CAREX OBNUPTA 12'OC-4-POT 2263 EA O5 INSTALL (UNCUS PATENS 12. OC -4 -POT 2072 EA �OINSTALL CAREX DERIM 12" 1 - O OC-4'POT 2265 EA tj r OINSTALL ARCTOSTAPHYLOS F UVA-URSI 11.00-SP#4 175 EA OINEXISTING TREE TO REMAIN, STALL FESTUCA GLAUCA 4 9 'ELIJAH BLUE' 12 -OC - SP#4 35 EA INSTALL PERMANENT ST 21+00 SEEDINGASSHOWN .17 AC JLAURA — O11 INSTALL 4' TOPSOIL IN 2 +LOp OLAURAST SEEDEDAREAS 89 CV 7032710 I I PLACE MULCH. NO 12 PLANTINGS. J2 CV > XLOT4300 H PROPOSED R/W,TVP. m _ a LL, .-. — en W::. N NUMBER O OMALE SEE STORMWATER PLANTING C MATRIX, SHEET FA02 U) + 2 5 ........:.:: - � 2155 I -A ST N a 21611AURAST 1703271117032711 12 21 F TAX LOT 1800 TAX f/l TAX LOT 1300 W Z — J...................•• H 2101 wURAST 17032]10 _. TAX LOT 1900 747 JEFFERY P. CREEL C OREGON W RATE REVISION 05/19111 .�(~ CAPE ARS EXPIRES: OW1123 22+00 23+00 g B -- 2133 170327 1ST 2143 170327 1ST 1]LOT 20 17 LOT 19 TAX LOT 2000 TAC LOT 1900 2150 LAURA ST 1]032711 TAX LOT 2100 PROPOSED T.C.E., NP. 20951AURA9 1]LOT 10 2117 EXISTING R/W, TYP. TAXLOT 215OLAURAST 17032711 TAX LOT 2200 2080 LAURA ST 17032713 TAX LOT 10900 ]POSED T.C.E., TYP. � 2150IAURA ST 1]032]11 TAX LOT 2300 2101 LAURA ST 1703-271-0 TAX TA%LOTOT XL22002 APPRD LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY PLANTING PLAN RE56NEP: 1fC REVIEWER: 1FC CHEIXEP: 1Po [PATER: OKL DATE NEE 04/04/2023 85 of 111 10 a LL W W Ln BBIX0 O O 26 UD N W Z J ST 21+00 JLAURA — 0) 2 +LOp _ en ........:.:: 2155 I -A ST 21611AURAST 1703271117032711 12 21 TAX LOT 1800 TAX TAX LOT 1300 PROTECT EXISTING LANDSCAPING CITY OF SPRINGFIELD LIMITS APPRD LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY PLANTING PLAN RE56NEP: 1fC REVIEWER: 1FC CHEIXEP: 1Po [PATER: OKL DATE NEE 04/04/2023 85 of 111 10 a LL W W Ln BBIX0 O O 26 UD N W Z J 1 INSTALL 12" TOPSOIL IN PLANTER BEDS, TYP. 41 CY OINSTALL MULCH IN PLANTER BEDS, TYP. 30 CY INSTALL 18" WATER O3 QUALITY MIXTURE IN WQ PLANTERS, TYP. 138 CY PLACE 2" DEEP ROCK MULCH O O LIN WARRU QUALITY PLANTERS, TYP. 15 CY INSTALL ACEGR RUBRUM O5 'OCTOBER GLORY'AS SHOWN -2"CAL. 4 EA ®O INSTALL CARER OBN UPTA 12'OC-4'POT 863 EA INSTALL JU NCUS PATENS 1TOC-4'POT 1003 EA $ INSTALL CAREX DENSA 12" OC-4"POT 921 EA OINSTALL ARCTOSTAPHYLOS UVA-URSI 12'OC-SERI 1188 EA 10 INSTALL FESTUCA GLAUCA 'ELIJAH BLUE'12'OC-SP" 82 EA INSTALL PERMANENT SEEDING AS SHOWN .16 AC 12 INSTALL 4' TOPSOIL IN SEEDED AREAS 85 CY OMALE NUMBER SEE STORMWATER PLANTING MATRIX, SHEET FAD2 �Olt STE� ,. A 747 Q/ r JEFFR OCREEL Q OREGON CQ ON � � 05/13111 � CAPE EXPIRES: 0501/23 DATE REVISION N Q LL W W h O O O O (O N F h W Z J x U Q 2 W 0 m a W W (I) 0 0 O O O M Q F h W Z J 2 U Q 2 SEE CULVERT PPRD LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY PLANTING PLAN DE56NER: 1PC REVIEWER: 1EC CHECKER: 1Po [PATER: OKL DATE SHET aa/04/2023 86 of 111 SHEET NO. FA06 DIST y4 ,Q�d JEFFERY P.0 L OREGON �W 05/13111 � EXPIRES: =1123 LOTL PEVIEWEP: 1FC [PALTER: OKL SHEET SHEET NO. 87 OF 111 FA07 INSTALL 12" WATER 1 QUALITY MIXTURE IN 162 CV SEEDED AREAS PERMANENT QZINSTALL SEEDINGASSHOWN .03 AC L 3 INSTALL WETLAND AC SEEDING AS SHOWN .03 DIST y4 ,Q�d JEFFERY P.0 L OREGON �W 05/13111 � EXPIRES: =1123 LOTL PEVIEWEP: 1FC [PALTER: OKL SHEET SHEET NO. 87 OF 111 FA07 CONSTRUCTION NOTES: Ol CONSTRUCT 96" MANHOLE PER DETAIL ON SHEET BB21. SEE PROFILE FOR STRUCTURE DATA. I O2 CONSTRUCT 48" CONCRETE CULVERT PIPE. SEE COUNTYTO REVIEW CONCRETE HEADWALL PROFILE FOR PIPE DATA. WITH THREE COMBINED OUTFALLS OUTFALL AND RIPRAP DESIGN TO BE p 3 CONSTRUE STORM OUTFALL WITH CONCRETE N 8 O PROVIDED WITH 90°k SUBMITTAL x REVIEW IXISTNG PIPES HEADWALL PER DETAIL ON SHEET BB2I. INSTALL X' �' f WIDE xX' LONG xX' DEEPCIASSXX RIP-RAP PAD EXISTING FACE OF BUILDING, TYP. I I iCONNECTING INTO EXISTING DOWNSTREAM FROM HEADWALL STRUCTURE. — — ORDINARY HIGH WATERMARK (OH WM)or OCONNECTTO EXISTING PIPE, CATCH BASIN OR PERWETIANDDETERMINATION N EXISTING EASEMENT, TYP. MANHOLE PER DETAILON SHEET BB2I. SEE PIAN OR I° S •� PROFILE FOR ASSUMED CONNECTION DATA. PROPOSED &FOOT DRAINAGE CONTRACTOR TO INSTALLALL REQUIRED FITTINGS CHANNEL BOTTOM WIDTH I.` Q 1 9 EXISTING PROPERTY LINE, TYP. AND BENDS. CONTRACTOR TO VERIFYASSUMED x_ x_ I ; $I' CONNECTION ELEVATION PRIOR TOCONSTRUCTION. __ __ ___egg_______— _ 4 o O5 REMOVEMOVAGILLANY EANDCONNECTED PIPES. — __—__ F AFTER REMOVAL FILL ANY VOID WITH 3/4"-0 J� _—_—___ ____—_—__—_— --_--- —ems AGGREGATE COMPACTED I N 12" LIFTS, MAX. �Q — — — — — — — — — — — --L— -- 2 I __---_— ________ r_ MATCH EXISTING BOTTOM 3 I I § `\\\ OF DRAINAGE CHANNEL EXISTING EASEMENT,TYP. SEE CULVERT PLANTING PLAN ON FART I F� I PROPOSED TCE, TYP. PROPOSEDR/W,TYP. � o w N I I EXISTING R/W, TYP. SGLEr'=30' 96" FLATTOP MANHOLE RIM =443.]5 FINISH GRADE AT TOP OF HEADWALLEX 36" IE IN (E)= 438.90 48' IEOUT(W)=438.8D EXISTING GROUNDATCULVERT 446 446 CULVERTOUTFALLELEV=438-5] / 444 r 444 IXISTINGGROUNDALONGDITCHBOTTOM 9 OLF "STMS=O. 5 442 I 442 PROPOSED GROUND ALONG DITCH BOTTOM,0.5% I I I 440 I I 440 MATCH EXISTING GROUND __ 438 1 438 II I I 436 436 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 ��QED%-�P CULVERT CL - PROFILE VIEW EXIS NG2"GAS EXISTING ESTM, �j l�C'.SCALE: 1"=30'(HORIZ.)Q 771"=5'(VERT.) EXISTING 8" HIGH PRESSURE GAS OREGON DATE REVOON APPa'D Harper NRI a Nee S. r L e x e N a qti. p ` LAURA STREET UPGRADE Houfeerreon`"" `a`S�E a -SURVEYORS ��q 3"", " �P+ SPRINGFIELD, OREGON Ri ellielnc. ` 5R33e 1 .,.nap. RR 533=uvi �d.BPP LANE COUNTY DE9GNER: HHPR ME! ala CHECKER: NAW DRAFTER: HHPR EXPIRES: 12/91/2029 DATE SHEEP SHEET NO. OUN CULVERT PLAN AND PROFILE D �re/2023 vs of I11 H11301 NOTES THIS SHEET IS FOR PLANNING AND BIDDING PURPOSES ONLY. CONTRACTORISRESPONSIBLE FOR TEMPORARY WATER MANAGEMENT PLAN DESIGN, MAINTENANCE AND ADJUSTMENTS. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING CHANNEL FLOW BYPASS 24/7 DURING IN -STREAM WORK AND WHILE COFFERDAMS ARE IN PLACE DURING THE IN -WATER WORK WINDOW OF JULY 15 UNTILSEPTEMBER 30. 2 YEAR DESIGN FLOWS ARE ESTIMATED AT 20 CFS. COORDINATE TEMPORARY WATER MANAGEMENT AND EROSION CONTROL PLANS WITH ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR TO REVIEW ENVIRONMENTAL PERMIT REQUIREMENTS ATTACHED IN BID PACKAGE. CONTRACTOR TO SUBMIT TEMPORARY WATER MANAGEMENT PLAN. SEE SPECIFICATIONS FOR PLAN REQUIREMENTS. LEGEND BYPASSCONDUIT ® TURF REINFORCEMENT MATTING(TRM) A6 IN -WATER ISOLATION COFFERDAM \�,��Q�EDN-�P ¢Z ' 77 OREGON DATE RFvNON B 9N. 3. 205 EXPmS: 12/91/2029 EXISTING PROPERTY LINE, TYP. I EXISTING EASEMENT, TYP. -PROPOSED TCE, TYP. PROPOSED R/W, TYP. -EXISTING R/W, TYP. ABBRD LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY TEMPORARY WATER MANAGEMENT PLAN CONSTRUCTION NOTES: OINSTALL WORK ISOIATION DEWATERING PUMPED SYSTEM PER DETAIL ON SHEET HD02. INSTALL PLUG ON 36" OUTLET PIPE AND PLACE PUMP IN SUMP OF EXISTING STRUCTURE. OINSTALL WORK ISOLATION DEWATERING OUTLET WITH TURF REINFORCEMENT MATTING PER DETAIL ON SHEET HD02. 48 INSTALL WORK ISOLATION COFFERDAM PER DETAIL ON SHEET HD02. INSTALL PUMPED BYPASS CONDUIT PER DETAIL ON SHEET HD02. FIELD VERIFY FITTINGS AND ALIGNMENT. DESGNEB: HHPB REVIEWER: B10 CHECKER: N4W DRAFTER: HHPR DATE SHEET SHEFT ND. '/18/2023 96 of nl HDD1 aNFRACTOOSHAQUYOUT WORK AREACOEEExmw IN ACCORDANCE Wrtx PuxsC RECIPES FROM ENGIN EER. avvxwED HSx BOTTOM REQUIRED TO VERIFY THE NEEE TO FRECUTE E6x REMNI IF NECESSARY IN aCW RDANCE WITH PERMIT W NDITH)NS. BARRIER LENGTH VARIES, SEE PLANS EMERGENCYSIPLLWAY WIDTH VARIES TO MATCH HEIGHT ® SNLBRAGS SANDBAG COFFERDAM Senlo xorro sAlE EMIM9: 12/91/2022 SENTAINMERT RATHER MEET MM ER RAISANTA STAKE WIN M IT SEDIMENT FUIETAN HAS SENI EST ULTRATIESS RAND g g 0ENDTO MEN IT -. E NDUF - 14GNiN— )SCRUECEND- y SIDES xvoirox4� 10N SIT FIRSAD MADE G ixeReGE BASE Plan SAabn OUTLET SEDIMENT CONTROL «ION xorro sAlE —WSTSTREAMRANKIYP. PI E PUMP, ENEMTOOCONTAINMENTTO KUWAIT MSANPTUPNFOSNTS. MECHANHUAOY NAMES PUMP/GENERATOR MUMPS ]CONTAINER. SUPPORT CONTAINER TO PREVENT UNIT TURNING. Cl INTAKE WITHSUMP WK ® PUMP WITH IMPERMEABLE CONTAIN MEET © PAR UP PUMP WITH IMPERMEABLE CONTAINMENT Q OUTUT DEpawE RETURN To LWN CHANNEx NEBGY g4lPATON ANDSEDIMENT CONTROL ®IN EB WON, DEWaTEBED ZONE PRIMARY DEAM OBWATEB PlAOM0. NEXT ! DAM OR WANEB BWDOEB ® CONIEYANCECONWIT o WORK AREA DEWATERING PUMP WITH IMPERMEABLE CONTAINMENT. ® DEVIATIONS OUTLET SEDIMENTCoxrroL GRAVITY BYPASS CONDUIT .... xorro SALE DATE REVOCN APPR'D LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY TEMPORARY WATER MANAGEMENT DETAILS Emslax wxmaRuir xG XEDGMDE ttP. AKIpRiRENCX *T.LEIW. CXECRSLOi 6. ttP RSEAMANCHOR Emslory CONTRA MATTING "PRISHEM GLIDE Ol r WOOD OAK'ttP. ANNEFERTANEN CHECK S JET & ANCHOR IS INCH EROSION CONTROL BLANKET/TRM DETAIL SPINES, NOTTOS(ALf corn EraxcEcoxourtnv. ANCXORINGSTAK6TYP. ENI STI NG STRIA M RED ELEVAIgN i. FABRIC ANCHO R WHEN SA DEADENS. iRE NCH ES, STA K6 EM. Intake Seam PUMP TYP. CONJEYANCECONOU.P. PUMP/GEN EMTO R MOTOR W P. PumpSection IM P ERM EARIE PUM P CONTAI HER TO WORK ISOLATION DEWATERING CONCEPT moN xorrow+IE DE9GNEP: HHPP REVIEWER: RJR CHECKER: NAW DRAFTER: HHPP DATE SHEET SHEET AD. 'EUIsT of 111 HD02 IRRIGATION LEGEND EQUIPMENT SYMBOL DESCRIPTION ® BACKFLOW PREVENTOR- FEBCO MODEL 850 Y,12/2"OR APPROVED EQ N BALL VALVE -NISCO T-560 OR APPROVED EQUAL REMOTE CONTROL VALVE-RAINBIRD PEE, SIZE AS SHOWN REMOTE CONTROL VALVE oO QUICK COUPLER - RAINBIRD RC MANUAL DRAIN VALVE © CONTROLLER - RAINBIRD ESP-LXME 8 STATION WITH ADDTIOONAL 12 STATI01 PIPE "' — MAINUNE-21/2"SCH.40PVC ---------- SLEEVING -4" SLEEVE FOR PIPES <2", 6" SLEEVE FOR PIPES 2.5"4" DIST Ay- �Q�d JEFFERY P. C L OREGON �W 06/13111 E�� EXPIRES:O&011T3 LATERAL LINE -.]5", CLASS 200 PVC LATERAL LINE -1.0",1.25' & 1.5" CV55 200 PVC LATERAL LINE- SIZE AS INDICATED, CLASS 200 PVC EXISTING IRRIGATION IN TCE TO BE REPAIRED VALVE NUMBER 1!!!l( VALVE SIZE GALLONS PER MINUTE SYMBOL DESCRIPTION PSI RADIUS GPM RAINBIRD 1800 -PRS HEADS W/ MPR NOZZLES -0- [1 1800 -PRS -S IF, H&0 30 5' .41,.20,10 0 % 1800-PR5-8IF, H&OJ 30 8' 1.05,.52,.26 ❑ m 1800-PR5-15(SST &EST) 30 030',4'X15' 1.21,.63 IRRIGATION NOTES 1. CONTRACTOR SHALL INSPECT SITE AND VERIFY CONDITIONS AN D DIMENSIONS PRIOR TO CONSTRUCTION. 2. IRRIGATION PLANS ARE SCHEMATIC REPRESENTATIONS ONLY. PLACE LINES IN COMMON TRENCH WHENEVER POSSIBLE. FIELD ADJUST LINES TO AVOID CONFLICT WITH UTILITIES. 3. IRRIGATION LATERALAND MAINLINE PIPE SHOW OUTSIDE OF PLANTING AREAS FOR CLARIFICATION ONLY. PLACE LATERAL AND MAINLINE PIPE IN PLANTER AREAS UNLESS IRRIGATION SLEEVES ARE SHOWN. 4, COORDINATE IRRIGATION WITH PLANTING PLAN AND SITE IMPROVEMENTS. COORDINATE IRRIGATION HEAD LAYOUT WITH NEW PLANT MATERIALS, LOCATE SPRAY HEADS 30" FROM BASE OF TREES. DO NOT ALTER HEAD LOCATION, PIPE LAYOUT, OR VALVE LOCATION WITHOUT WRITTEN APPROVAL FROM CONSTRUCTION MANAGER. NOTIFY OWNER'S REPRESENTATIVE IF DISCREPANCI ES OCCUR BETWEEN PLANS AND FIELD CONDITIONS. 5. ALL COMPONENTS OF IRRIGATION SYSTEM SHALL BE INSTALLED AN D PROPERLY ADJUSTED TO PROVI DE ADEQUATE COVERAGE AND MINIMIZATION OF OVERSPRAY ONTO WALKS, BUILDINGS, PARKING AREAS, ETC. 6. ALL PIPE SIZES IN DICATED ARE M INI MUMS. CONTRACTOR MAY NOT DECREASE PI PE SIZE. LARGER PI PE SIZES MAY BE USED AT NO ADDITIONAL COST TO OWNER. ]. INSTALL ALL IRRIGATION PIPE AND CONTROL WIRES IN MINIMUM 4" PVC SLEEVE BELOW ALL PAVED SURFACES UN LESS OTHERWISE IN DICATED ON PLANS. I NSTALL SLEEVES PRIOR TO PLACEMENT OF PAVEMENTS AND PAVEMENT SUB -BASE. 8. COORDI NATE IRRIGATION POINTS OF CON NECTION AND LOCATION OF AUTOMATIC CONTROL VALVES WITH PROJECT MANAGER. COORDINATE ALL WORK WITH OTHER TRADES, 1. E. ELECTRICAL, MASONRY, ETC. 9. CONTRACTOR TO FROG RAM AUTOMATIC CONTROLLER TO ALLOW FOR EQU IVALENT OF I" OF WATER PER WEEK, OR PER SITE AND PLANTING NEEDS FOR BEST PLANT HEALTH. 10. ALL PIPES SHALL BE TRENCHED. PROVI DE POSITIVE DRAI NAG E OF MAINLIN E. PLACE MAN UAL DRAIN AT LOW POINTS IN MAI NUNE. IDENTIFY LOCATIONS ON AS-BUI LTS. 11. USE 45°ELLS INSTEAD OF 90' ELLS ON ALL MAIN U NES 2-1/2" AN D LARGER. INSTALL CONCRETE THRUST BLOCKS AT ALL MAINLINE CHANGES IN DIRECTION. FOUR MINIMUM OF 1 CUBIC FOOT OF CONCRETE ON UNDISTURBED SOIL WRAP PIPE IN PLASTIC WRAP PRIOR TO COVERING WITH CONCRETE. 12. IRRIGATION SYSTEMS SHALL BE TWO (2) WIRE DECODER CONTROL SYSTEMS UNLESS MULTI -WIRE SYSTEM IS SPECIFIED. CONTRACTOR TO PROVIDE DECODERS FOR EACH REMOTE CONTROLVALVE. 13. ALL SPRINKLER BODIES TO BE 6" POP-UP IN LAWN AREAS AND I2 -INCH POP-UP IN SHRUB, GROUNDCOVER AND STORM WATER PLANTER AREAS. DATE REVISION APPR'D LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY IRRIGATION LEGEND & NOTES DES6NEP: lPC REVIEWER: 1FC CHECKER: 1FC [PATER: OKL DATESHEE /04/20or 98 of 111 SHEET NO. IR01 MIN - 3" ILM ° a III III FINISH GRADE III—III- III_ TOPOF HEADTO BE'/i"-1"ABOVE Q GRADE IN TURFAREAS-ATGRADE IN ° III -III III BEDS PAVEMENT SECTION IIIIIIIIIIIIII III II III III POP-UPSPRAY SPRINKLER PVC SCH. 40- 90° STREET ELL III III -III—III 4 _ _ OVER AINANDIWARN INGTAPE CEI BARBELL _ _ III—III —III— ,',, ',. = OVER MAIN ANDLATERAL UNES :III— _III ".n 1: 4i'e •. — —III- i�18"MIN WING PIPE (POLY PIPE) -4' SPECIFIEDTRENCH BACKFILL —ILII .. ~.... \SCH. 40 PVC - TEE OR EL AT IIIA \LAT. UNE BARB ELL /,-'Nl2" POP-UP SPRAY SPRINKLER t SLEEVING 1 Sec[ion NTS LSection NTS DIST y4 ,Q�d JEFFERY P. C L OREGON �W 05/13111 � EXPIRES: =1123 NOTE: 1. INSTALL BACKFLOW PREVENTER PER CODE TEST COCKS -FOUR REQUIRED AND REQUIREMENTS OF PREVAIUNG SPECIFIED VALVE BOX JURISDICTION UD "AB VE I ISH GRADE WITHIN PLANTING AREAS FINISH GRADE FINISH GRADE 71111 ......................................... BALL VALVE AS SPECIFIED (TYPICAL OF 2) THREADED UNION (TYPICAL OF 2) III !Pr —iTi ITj SPECIFIED MAINLINE TO REMOTE CONTROL COPPER PIPE FROM SUUPLY 1-1MNE HILI BACKFLOW PREVENTER _ -- Section NTS DATE I REVISION I APPRD LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY IRRIGATION DETAILS FALL FILTER FABRIC OVER DRAIN ROCK DRAIN ROCK SUPPORT -ONE DE56NER: 1fC REVIEWER: 1FC CHEIXER: 1FC [PATER: OKL DATE as/04/20za 1 99 of 111 OVER MAIN AND LATERAL UNES FINISH GRADE SPECIFIED TRENCH BACKFILL LATERAL UNE MAINLINE CONTROL WIRES, BUNDLE BELOW TOP OF MAINUNE �TYPICAL TRENCH ING 1 Sxtion NTS DIST y- �Q�d r /7 JEFFERY P. C L OREGON �W 05/13111 � EXPIRES: =1123 BALL VALVE, LINE -SIZED TO MATCH REMOTE CONTROLVALVE SCH. 4045° ELL SCH. 40 TEE AT MAINLINE SPECIFIED TOPSOIL TOP OF BOX 1/2" ABOVE FINISH GRADE IN TURF. 1" ABOVE FINISH GRADE IN GROUNDCOVERAREAS 10" DIA ROUND PLASTIC VALVE BOX WITH LOCKING UD 8" DIA PVC VERTICAL ACCESS RISER, NOTCHED TO FIT OVER MAIN U NE COMMON BRICK, 2 REQUIRED 180° APART SPECIFIED BALL VALVE BARRIER FABRIC MIN DEPTH OF %" WASHED GRAVEL n ISOLATION VALVE L Sxtion NTS �1 REMOTE CONTROL VALVE SxU NTS DATE REVISION APPP'D VALVE BOX WITH LOCKING LID, TOP OF BOX Y" ABOVE FINISH GRADE IN TURF. 1" ABOVE FINISH GRADE IN GROUNDCOVER AREAS VALVE IDENTIFICATION TAG REMOTE CONTROL VALVE- SEE IRRIGATION LEGEND FOR MAKE AND MODEL SCH. 80 NIPPLE TYPICAL OF 2 PVC UNION TYPICALOF 2 SPECIFIED TOPSOIL LATERAL UNE COMMON BRICK, ONE REQUIREDAT EACH CORNER OF VALVE BOX %" WASHEDGRAVEL LAURA STREET UPGRADE I HDufPNeEsm mes" "" . SPRINGFIELD, OREGON RighellisI=. : LANE COUNTY DESIGNER: ix REVIEWER: iec CHEIX[RA EP: 1FC FTER: OK1 IRRIGATION DETAILS uH DATE E m/D4/zaia 100 of 111 CONSTRUCTION NOTES: 2010 LAURA32713 ST z EXISTING PR PERTY LINE, TYP. v3n13 Ol INSTALL SPRINKLER HEADS PER DETAIL l/IR02, TYP. 1 2 3 5 6 7 $O h^, TAX LOT 1300 O 1\ IXISTI G R'r'•, TYP. i PROPOSED T.C.E:, TYP. J O INS TALLIRRIGATION MURAL LINE PER DETAIL 1/11103, i \ I W TVP. m O3 INSTALL IRRIGATION MAINUNE PER DETAIL 1/11103, TYP. . W W OINSTALL IRRIGATION SLEEVES UNDER PAVEMENT PER — • • • _ h DETAIL2/102,TYP. O f Q O OINSTALL BACKFLOW PREVENTION DEVICE ER DETAIL LAURA ST N 5 17+00 18+00 19+0p 20+00 21+00 2/11102.__—+__—_�_—___�_____�_____ 6 INSTALL IRRIGATION BALL VALVE PER DETAIL 2/IR03 N 7 INSTALL REMOTE CONTROL VALVE PER DETAIL 3/11103 OINSTALL BACKFLOW PREVENTION DEVICE AND VALVES -W BEHIND SIDEWALK IN RIGHT OF WAY, TYP. ® Z EXISTINGR 1TfP. o-� -- ---� x F r- - � -_-_- - - 1 q F 2 2095 OST 210] 32]ID� 2 TAX LOT 217 TAX LOT 2002 0 LAURA ST PROPOSED T.C.E., TYP. W 7032710 r fl--- --I 2150 LAURA ST 2150 LAURA ST 2150IAURA ST w 1]032]11 17032]11 1]032]11 O PROPOSED q Q T 3 5 6 TAX LOT 2100 1 Z TAC Lo7 zzoo TAX LOT 233 0 LOT 0300 m '---------� R/W, TYP. > i•. Q d w Lu Lu vl Fq------------- o o--------------- — CR I 22+00i 23+00 Go+ LAURA ST 2+00 25+00 26 N Q - _ e — — _ _ — — s _ _ _ e — — _ — _ _ ~ Lu 47 J JL___ __ _ _I__ ___ _ -I_i-___ _ �{ CITY C.1 L______________ i r I LIMITSF SPRINGFIELD I___ IT_ o I 4 2301 LAURA ST 21133IAURA9 2 I 2143 LAURA ST 21551AURA ST 17032710 17032711 17032711 ' 1]032]11 I 1 211] 32711ST T TAX LOT 1900 TAX LOT 2000 I TAX LOT 1900 TAX LOT 1800 2145IAURA ST TAX LOT 1300 GI S TL•,� ,. ISf`.17032731 A4,' 747 JEFFERY P. CREEL U OREGON �W LATE PEvrsan APPPD EIarper 05/13111 ti LAURA STREET UPGRADE H.UfPee 'A gG""'"` °r"' ""°°"` Ri ellie [nc.'�om..� 131 P °,°' -A Pfi x=111°1 SPRINGFIELD, OREGON LANE COUNTY DFsaNEP: 1PC REVIEWER: 1PC EXPIRES: DW1123 CHECKER: 1PC [RAErE11: .PL IRRIGATION PLAN o N o/04/20} 101 Sor 111 IR04 CONSTRUCTION NOTES: Ol INSTALL SPRINKLER HEADS PER DETAIL I/IRDE, TYP. OINSTALL IRRIGATION IATERAL LINE PER DETAIL IAR03, TVP. OINSTALL IRRIGATION MAINLINE PER DETAIL I/IR03, TYP. OINSTALL IRRIGATION SLEEVES UNDER PAVEMENT PER DETAIL 2/I1102, TVP. 6 INSTALL BACKFLOW PREVENTION DEVICE ER DETAIL 2/IR02. 6 INSTALL IRRIGATION RAUL VALVE PER DETAIL 2/I1103 7 INSTALL REMOTE CONTROL VALVE PER DETAIL 3AR03 8 REPAIR EXISTING IRRIGATION SYSTEM IN TCE OINSTALL BACKFLOW PREVENTION DEVICE AND VALVES BEHIND SIDEWALK IN RIGHT OF WAY, TYP. �Olt STE� ,. A 747 d r JEFFR OCREEL U OREGON U ON �W � 05/13111 � CAPE ARS EXPIRES: OW1123 e e 2186IAURA ST I; vo3nn CITY OF SPRINGFIELD 363 LINDALE DR IL = d 1 TAX LOT 2400 2 4 LIMITS 17032711 1- --'T--' - ---- X� TAX L0T 2500 I F 11 ® e 11 f• ® 11 11 MME REVIso. ® 31+00 W lI 2211 (AURA Si 17032711 TAX LOT 1100 0 �� . 23W LAURA ST 3 ■� © © O - O ©,7 17032711 Q 17032711 OO17032711 TAX LOT 2600 W TAX LOT 2700 TAX LOT 2800 TAX LOT 3000 MME REVIso. ® 31+00 W lI 2211 (AURA Si 17032711 TAX LOT 1100 0 23W LAURA ST 3 m 460 UNDAIE DR 17032711 Q 17032711 / TAX LOT 2600 W TAX LOT 2700 TAX LOT 2800 W N r I O O O 0 M 00 Q F - N W Z J 2 _ o L�o MME REVIso. ® 31+00 rel I I APPPD LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY IRRIGATION PLAN w © 34i _�___—_ I ME NEP: 1fC REVIEWER: JPC CHEIXEP: 1Po [PATER: OKL DATE or SHET NO. m/D4/2D23 102 of 111 IROS lI 2211 (AURA Si 17032711 TAX LOT 1100 rel I I APPPD LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY IRRIGATION PLAN w © 34i _�___—_ I ME NEP: 1fC REVIEWER: JPC CHEIXEP: 1Po [PATER: OKL DATE or SHET NO. m/D4/2D23 102 of 111 IROS lI 23W LAURA ST 3 1 2 1320 LAURA ST 460 UNDAIE DR 17032711 17032711 17032711 / TAX LOT 2600 TAX LOT 2700 TAX LOT 2800 r I rel I I APPPD LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY IRRIGATION PLAN w © 34i _�___—_ I ME NEP: 1fC REVIEWER: JPC CHEIXEP: 1Po [PATER: OKL DATE or SHET NO. m/D4/2D23 102 of 111 IROS LEGEND: OINSTALL WARE LINE OALSMITEDOTIEDMxE OPVELLEWIIxES `T NRI USTALL siKEuxESTANDAND w ILIMIT9 ITE O NMRALL'MwsPMx ITE OMANTAINANDPvoi9a FASTixssid LMANDWF REMOVE OBST- MIMumsisxaPromLMI eiNATALNEWSONN)ONNEusidaProviM N:81 MMSER M MATERIAL GENERAL NOTES:I AL RI PERIMANKENTLONCITUDINALMAERMENTMARKING SHALLSEMENIODABDURABLEST NI CONSTRUCTION NOTES: Q' RWEST SIDE OF LANRA EMOVE AND REPLADE EIEE BETWEEN SAP.GUT LINE AND BOOM GLEN DRIVE MATCH EXISTING STRIPING AMINTAN B PROTECT MATCH EXISTING REMOVE EXISTING EXISTING STRIPING STRIPING STRIPNG�E%IST.RNJ EMP. FASTSEM ENT L A I U f 1 ll1 r 1 O N Q U) wW wZ N J u' I \ \ tr I I LXUI(X JI tr IQ W m Z w `TEMP. EASERMENT TEMP. EASEMENT II// EAST. R. LATE REV510N A44R'O LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY SIGNING & STRIPING PLAN \-TEMP. EASEMENT ERBI.NW.OT STANDA D DRAW. K ADCONEARIEDRY T. TMWO IM. TM. TMM T. TV. >�v CITY OF SPRINGFIELD. STANDARD DRAVANDS 0 20' 40' 60' LANE COUNIT DEPARTMENT OF PUBLIC WORKS ENGINEERING DIWSION DESIGNER: RPA REVIEWER: OTS CHECKER: SMM DRAFTER: JAI N DATE SHEET sNEEr HO. OUN a3/3P/1ax3 103 OF 111 ®�©ON LATE REV510N A44R'O LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY SIGNING & STRIPING PLAN \-TEMP. EASEMENT ERBI.NW.OT STANDA D DRAW. K ADCONEARIEDRY T. TMWO IM. TM. TMM T. TV. >�v CITY OF SPRINGFIELD. STANDARD DRAVANDS 0 20' 40' 60' LANE COUNIT DEPARTMENT OF PUBLIC WORKS ENGINEERING DIWSION DESIGNER: RPA REVIEWER: OTS CHECKER: SMM DRAFTER: JAI N DATE SHEET sNEEr HO. OUN a3/3P/1ax3 103 OF 111 LEGEND: 1 OFLL--. DE HNE O1."Y LHDT�NFS FTIMRN FNCiT OgrIi"«EMNOAROMEN O IIIIIIIIIIIIIIIII��--�I► N q� - - O ix ALLi NNTESTOPMR O +MoN + m O —ALD-F-YEu D-TERHNE N OMk-kN-DDR--TIXISTNG.-tl .I-DOJPPORf J O W RvnovE IXisTixssi �Nl Nlo R--P-RTRD = LU Lu m e IxsTFLLxEW sltlllxl CMxEW sltlltllPPoRf p11 W Z_ Z W J W J N & NWRER N M -MAT RAL = U = P-ROUNRPIPEWPPORTFF U IN-PAOO POM F GENERAL NOTES: SMkLLR RlP�NG 8EE,:FOT�ON TEMP. EASEMENT / REMOVE EXMTNG I EKRSC RON STRIPNG O — W PROP m 0 NATg1 E%ISTNG N 2 STRIPNG fi f J fi 6 E' > ¢ LAURA ST 13 mJ) w.ro S1.oR — —Ez.oR Sf.m— 1T Sa.m Lu — W Z W J U6' fi fi — GQ �PROP.R I E%ISCR . EASTEMPEMENT 1 wm��NE�s�wf10 � PROf s N DR Sfuµi�on ovo� L1 F' 56 ] TMETD TMw ,Mssi TMMe TMEm nxn,RD DRPMNDS. 0 v' 20• 40• 50' sE°FSPRixGFIE ,ATSM 1. L ` DATE nEVIvoN APPN'° LAURA STREET UPGRADE "NE COUNTY DEPARTN"N COUNPf WORKS DO 9' 2 SPRINGFIELD, OREGON B4GINEERING DIVISION l �S M. MP LANE COUNTY Lf9GNER: REV REVRWER: F CHECKER: SMM °RAFTER: 11l OUN IXPIREB: [IEC. 3t, 2024 SIGNING 6 STRIPING PLAN mnSQ026 104 w'� 111 SHQ02 1 IIIIIIIIIIIIIIIII��--�I► q� - - R1-1 SIGN NO. 1 36"X36" SPEED 35 SIGN NO. 2 . \ SPMITD /< CROSSWALK CROSSWALK 35 MPH i CLOSED \ / L_____J L J R2-1 \ / SIGN NO. 5 SIGN NO. 6 SIGN NO. 3 " SIGN NO. 7 24"X30" SIGN NO. 4 END ;SIDEWALK I r�� �0� I0� (Laura OF Laura St Prasad Ct Lindale Dr st SIDEWALK CLOSED J L_______J SIGN NO. 11 SIGN NO. 12 SIGN NO.13 J � � L SIGN NO. 14 SIGN NO. 8 SIGN NO. 9 SIGN NO. 10 Prasad a SIGN NO. 15 Lindale o SIGN NO.16 DATE I REV510N A44R'D LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY SIGNING LEGEND F—KR Rw. RowF.w Fl LANE COUNIY DEPARTMENT OF PUBLIC WORKS ENGINEERING DIWSION DESIGNER: R— REVIEWER: OTS CHECKER SMM DRAFTER: JAI DATESHEET sHEEr NJ. Oi/28/2023 105 of 111 003 SIGN & POST DATA TABLE �wxfevmisem af10 NI CA 1! RK -BLACK NOTE LCR ARE LOCATIOAS NOTE. THE LIXATIONS SHOWN ARE APPROXIMATE TOTAL LENGTH OF SECONDARY SIGN SUPPORT m m ur - or oFTs raa �TIIF9CA. rxcrer roe svrm ]arvES snaal ]arvES _ _ _ SNI IACIULINGJ O TO RF INSTAI I TO TO PTRUDFO P.AW1 BR -BROWN L- LEFT POST MARKERS AND MILEPOST MARKERS. EXACT LOCATIONS FY FLUORESCENT YELLOW C CENTER POST ARE TO BE DETERMINED BY TI IL L NGINLER R=K RIS IT I V<nl TAL OF RUPPORT PLOT FROMEDGE OF IRASEL AL FOOTING RFN� Do FACE OF CURB EDGE OF PECK EASE BRE\KWAYAND MULTI -POST RREARA\EAC E.-SILVER-11TTE TOLLE CENTERLINE OF FOOTING. FOR INSTALLATIONS IS FOR A 2DIAMETER FOOTING. MATION FIT RO FOR ADDITIO\Al OFF STANDARD EI IN Y-ME DRA\NINGSTNGQ TMb02,ANDTMI ORAl41NGSTMEDI ANDIPMEI02. LON TION r o.INI SIGNA11111B.11 SUO SFRAT N'"° IrErNo N _ _ NbBm NTr A. c. -- - 3£Kpa LkNH Jn, _t E11H aB A SE FRE i F. BE c ML Mt 'eG A_ J2 14 1BE ✓ 1 1/P ITS IA, 6i 11 6 3G 6 A R ✓ 12' 11 S CURB 3/ ORB ] BTC 32+00 21 30 SW BR ✓ ] 2"BE, IP 9 ]S 3 FACE OFCURB. INST]1LL WITII V -LOC FOOTING AN STA 27 64 R 30 B2 G GUS✓ lBb A_1 SIGUNTAMEVE SIGN 1 SCOFFED I ON DEGREES FROM SIGN I I¢ HL ST\30+VL 30 12 ✓ G SW 10.5'NOUNT ABOVE SIGN I ROTATES 180 DFOREA FROM VICK 14, 15 ATA30+V L 30 12 ✓ O SW 11 IO.S �wxfevmisem af10 DATE I REVERSE! I APPR'D LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY LANE COUNIY DEPARTMENT OF PURL IC WORKS ENGINEERING DIVISION DESIGNER: RFV I REVIEWER: OTS 2i 1! RK -BLACK NOTE LCR ARE LOCATIOAS NOTE. THE LIXATIONS SHOWN ARE APPROXIMATE TOTAL LENGTH OF SECONDARY SIGN SUPPORT m m ur - or oFTs raa �TIIF9CA. rxcrer roe svrm ]arvES snaal ]arvES _ _ _ SNI IACIULINGJ O TO RF INSTAI I TO TO PTRUDFO P.AW1 BR -BROWN L- LEFT POST MARKERS AND MILEPOST MARKERS. EXACT LOCATIONS FY FLUORESCENT YELLOW C CENTER POST ARE TO BE DETERMINED BY TI IL L NGINLER R=K RIS IT I V<nl ROMNGE FROMEDGE OF IRASEL AL R W RB -RED -BE FACE OF CURB EDGE OF PECK EASE BRE\KWAYAND MULTI -POST RREARA\EAC E.-SILVER-11TTE TOLLE CENTERLINE OF FOOTING. FOR INSTALLATIONS IS FOR A 2DIAMETER FOOTING. MATION FIT RO FOR ADDITIO\Al OFF STANDARD Y-ME DRA\NINGSTNGQ TMb02,ANDTMI ORAl41NGSTMEDI ANDIPMEI02. DATE I REVERSE! I APPR'D LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY LANE COUNIY DEPARTMENT OF PURL IC WORKS ENGINEERING DIVISION DESIGNER: RFV I REVIEWER: OTS 17+75 -50-45-40-35-30-25-20-15-10-5 0 5 10 15 20 25 30 35 40 45 50 17+50 ■■■■Ill■■■■■■■■■■■■■... oe�■later■mss:z■■■lam■eor� .. �'al■■■■■■■■■■.7■■ ■■■1 MIJ■■■■■■■■■■■■■..NEEMENEEMEMEMENEEN ... ' IMMUMMEMEMEMEMEMEME ■CilE!iiir!!1!S■I!■■■DV■■ ..' -50-45-40-35-30-25-20-15-10-5 0 5 10 15 20 25 30 35 40 45 50 17+50 -50 45-40-35-30-25-20-15-10-5 0 5 10 15 20 25 30 35 40 45 50 "7 17+25 446 1.94% 4as 443 447 446 445 444 443 442 -5045-00-35-30-25-20-15-10 -5 0 5 10 15 20 25 30 35 40 45 5044 11 ' ■■■i Ci17�C=ii.7■�JL■■lCTii ..' ��504540-35-30-25-20-IS-10-5 0 5 10 IS 2I 2I 3I 3I 4I 4550442 . ■■ice■i�9JG�iriCli"11■Rii■■ ..' EI ]3J3SR 12/91/2029 DATE RN19ON .■■■new■eeesa!■■l9EGG MEN■9■11 ' P„•l■■■■■■■■m1■■■■ ... - 1 1 2 2 ��50 540 35 30 5-20-15-10 5 0 5 0 5 0 5 30 35 40 45 50"2 • 1 . ■■SC!!liifi��JlCEE!■■■■■■■ ..' ��5045-40-35-30-25-20-IS-10-5 0 5 10 15 20 25 30 35 40 45 502 �'al■■■■■■■■■■.7■■ ■■■1 ... ' ■CilE!iiir!!1!S■I!■■■DV■■ ..' ■iiiiiiiiiiiiiiii" -50 45-40-35-30-25-20-15-10-5 0 5 10 15 20 25 30 35 40 45 50 "7 17+25 446 1.94% 4as 443 447 446 445 444 443 442 -5045-00-35-30-25-20-15-10 -5 0 5 10 15 20 25 30 35 40 45 5044 11 ' ■■■i Ci17�C=ii.7■�JL■■lCTii ..' ��504540-35-30-25-20-IS-10-5 0 5 10 IS 2I 2I 3I 3I 4I 4550442 . ■■ice■i�9JG�iriCli"11■Rii■■ ..' 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THEY ONLY SHOW THE FG SURFACE THROUGH TH E DRIVEWAYS, NOT THE VERTICALSCALE PAVEMENTSECTION 1"=7.5' I DMGNER: HHPP I REVIEWER: RJR DATE I SHEET D0/18/2023 lob or ]]] SHEET NO. 25+25 25+00 ■w■ri ,i �� --- i. ami■■■ J■■■■.. .:' 447 �I _- .. ■■■■11��� .. IF ■■■■�i�■■■■�■■ice■■■■ "��"iii■■ 444 .P .. 4�■�J■ .444 .. ■■■N ■■■■\I�d.■■■■ MEN ..IF M-1 25+00 -504540-35-30-25-20-15-10-5 0 5 10 15 20 25 30 35 40 45 50 24+75 ■■■■■■■wllll■■■III■■■■■■■ "El27+75 .:' 447 �I _- !x!9"71}■2�f:l�w�liYiflil�TAN■■■ -201% _ -2.0 - PBASAD 446 ... "��"iii■■ 444 .P .. 4�■�J■ .444 .. ■■■N ■■■■\I�d.■■■■ OMM .. MENERNMENEENNERE ME .. .. ■■■III■L_mmimmm_mJ■■■■ ■■■■■i■■■■■■■■iw■■■■.. ■■■m■■■■■■■■■■■■■■■■„ , , o■■ ■■1 1■■■■■ C=Ca■I F. • • � . . � I■■■■■IMMEMM . . ; -504540-35-30-25-20-15-10-5 0 5 10 15 20 25 30 35 40 45 50 24+75 150 45 40 -35 -30 -25 -20 -IS -10 -5 0 5 10 IS 20 25 30 35 40 45 501 MEN -6iI MUNI VlwiI ''NEEMENEENNEEN ME'' EJW]3 S: 12/91/2029 DATE RN19ON mb 26+50 445 444 443 442 441 440 439 439 437 MENEENEEMENEWMEMEMEM ■■■■■■■wllll■■■III■■■■■■■ "El27+75 .:' 447 �I _- !x!9"71}■2�f:l�w�liYiflil�TAN■■■ -201% _ -2.0 - PBASAD 446 ... .. 444 .P .. 4�■�J■ .444 .. 442 "41441 OMM i■ilCl I■■■■.. MENERNMENEENNERE ME .. ■■■■\ -------- ■■■III■L_mmimmm_mJ■■■■ 150 45 40 -35 -30 -25 -20 -IS -10 -5 0 5 10 IS 20 25 30 35 40 45 501 MEN -6iI MUNI VlwiI ''NEEMENEENNEEN ME'' EJW]3 S: 12/91/2029 DATE RN19ON mb 26+50 445 444 443 442 441 440 439 439 437 MENEENEEMENEWMEMEMEM ■■■■■■■wllll■■■III■■■■■■■ "El27+75 .:' 447 �I _- "6---- -201% _ -2.0 - PBASAD 446 ■=rel 1■■i��� .. 444 .P .. 4�■�J■ .444 .. 442 "41441 i■ilCl I■■■■.. .. ■■■■\ -------- ■■■III■L_mmimmm_mJ■■■■ ■■■m■■■■■■■■■■■■■■■■„ , , o■■ ■■1 1■■■■■ C=Ca■I F. • • � . . � I■■■■■IMMEMM . . ; -504540-35-30-25-20-15-10-5 0 5 10 15 20 25 30 35 40 45 50 ■■w���lC�g.���lllll■�Ir^■■■ ... 1�..■■1�� •y1.�-.■ .. 441504540-35-30-25-20-15-10-5 0 5 10 IS 20 A 30 35 40 45 50 1 26+00 '504540-35-30-25-20-15-10-5 0 5 10 15 20 25 30 35 40 45 50 25+75 . ■■■■■■■wllll■■■III■■■■■■■ "El27+75 .:' 447 �I _- "6---- -201% _ -2.0 - PBASAD 446 ■=rel 1■■i��� .. 444 .P .. 4�■�J■ .444 .. 442 "41441 i■ilCl I■■■■.. .. ■■■■\ -------- '504540-35-30-25-20-15-10-5 0 5 10 15 20 25 30 35 40 45 50 25+75 . ■■■■■■■wllll■■■III■■■■■■■ "El27+75 .:' 447 �I _- "6---- -201% _ -2.0 - PBASAD 446 ■=rel 1■■i��� .. 444 ■■■■l 1■■■■■ .444 .. 442 "41441 442 APPR'D i 0119, 74 LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY CROSS SECTIONS 443 443 "15045-40-35-30-25-20-15-10-5 0 5 30 15 20 25 30 35 40 45 50"2 447 - - - 447 446-2.01% -2.01 446 445 - — — — — — — PRASAD CT .445 44,4 INTERSECTION .444 443 - - - - - - - - - .443 15045-40-35-30-25-20-15-10-5 0 5 10 15 20 25 30 35 40 45 50"2 27+25 "El27+75 448 447 --"7 "6---- -201% _ -2.0 - PBASAD 446 "5 445 444 IO INTERSECTION .444 443 443 "15045-40-35-30-25-20-15-10-5 0 5 30 15 20 25 30 35 40 45 50"2 447 - - - 447 446-2.01% -2.01 446 445 - — — — — — — PRASAD CT .445 44,4 INTERSECTION .444 443 - - - - - - - - - .443 15045-40-35-30-25-20-15-10-5 0 5 10 15 20 25 30 35 40 45 50"2 "15045-40-35-30-25-20-15-10-5 0 5 10 15 20 25 30 35 40 45 501 27+00 27+25 "El 448 447 447 446 -?."'��29095 - -446 ma_ 442 15045-40-35-30-25-20-15-10-5 43 �PRASADCT INTERSECTION 443 442 442 "15045-40-35-30-25-20-15-10-5 0 5 10 15 20 25 30 35 40 45 501 27+00 -5045-40-35-30-25-20-15-10-5 0 5 10 15 20 25 30 35 40 45 50 26+75 447 4"65 -2.00% -2.0095 447 4"65 447 446 �Dp% ' 447 446 445 444 - 442 15045-40-35-30-25-20-15-10-5 445 444 443 443 442 "41441 442 -5045-40-35-30-25-20-15-10-5 0 5 10 15 20 25 30 35 40 45 50 26+75 NOTE: CROSS SECTIONS ARE FOR GRAPHICAL REFERENCE ONLY. THEY ARE NOT FOR CONSTRUCTION. THEY ONLY SHOW THE FG SURFACE THROUGH THE DRIVEWAYS, NOT THE PAVEMENTSECTION HORIZONTALSCALE 1" = 30' VERTICALSCALE 1" = 7.5- I DE9GNER: HHPP I REVIEWER: RJR DATE I SHEET SHEET No. m/1,/223 los or v1 X03 447 4"65 -2.00% -2.0095 447 4"65 443 443 442 15045-40-35-30-25-20-15-10-5 442 0 5 10 15 20 25 30 35 40 45 501 NOTE: CROSS SECTIONS ARE FOR GRAPHICAL REFERENCE ONLY. THEY ARE NOT FOR CONSTRUCTION. THEY ONLY SHOW THE FG SURFACE THROUGH THE DRIVEWAYS, NOT THE PAVEMENTSECTION HORIZONTALSCALE 1" = 30' VERTICALSCALE 1" = 7.5- I DE9GNER: HHPP I REVIEWER: RJR DATE I SHEET SHEET No. m/1,/223 los or v1 X03 450 449 446 447 446 445 444 443 Ing 28+75 ■■■■■■■■■■■■■E MINE ■■MINE ME ■■■■■■■■■■■■■■■■■■■■ J •.J J J J J J J J u 450 449 448 44] 446 445 444 443 1442 448 __ __ 447 446_ mmmmm I■■■■■.. 416 MENEM!! 31+50 29+00 44] ■rr\�r■=■seta■■s��� ■ o�■■■■ T J J J J J J J u 447 446 - 446 448 448 446 I■■■■■ 412 443 ... 446 447 - 447 447 .442 J •.J J J J J J J J u 447 qq5 MATCH 445 446 —E771 276% MATCH .446 466 — - 0 -12 MATCH 446 414 EXISTING 444 445 z -198% IXISTING 445 415 EXISTING 445 443 GUTTER PAN 463 444 GUTTER PAN 414 466 GUTTER PAN 446 442 442 443 443 443 443 441 441 442 442 "1503530-35-30-25-20-15-10-5 0 5 10 15 20 25 30 35 40 45 50442 X503530-35-30-25-20-15-10-5 0 5 10 15 20 25 30 35 40 45 50" 15035 -40 -35 -30 -25 -20 -IS -10-5 0 5 10 15 20 25 30 35 40 45 50 1 450 449 446 447 446 445 444 443 Ing 28+75 ■■■■■■■■■■■■■E MINE ■■MINE ME ■■■■■■■■■■■■■■■■■■■■ J •.J J J J J J J J u 450 449 448 44] 446 445 444 443 1442 412503530-35-30-25-20-15-10-5 0 5 10 15 20 9 30 35 40 45 50462 28+25 31+25 ■■■O �<i 447 446_ mmmmm I■■■■■.. BENNE MENEM!! -1.96% ■.. ■■■■►I�e.��i■■■■■ ■rr\�r■=■seta■■s��� ■ o�■■■■ T J J J J J J J u ■■■■LIQ e■ ---I .. 7 442 ■■■■L I■■■■■ 412 443 ... 412503530-35-30-25-20-15-10-5 0 5 10 15 20 9 30 35 40 45 50462 28+25 449 448 44] 446 445 444 443 442. 28+00 ■■■■■■■■■■■■■■■■■■■■ 31+25 447 MATCH 446 T. �<i 447 446_ mmmmm ...............■■■■. BENNE MENEM!! -1.96% ■.. IN ■rr\�r■=■seta■■s��� ■ o�■■■■ T J J J J J J J u ■■■■LIQ e■ ---I .. 7 442 ■■■■L I■■■■■ 412 443 IMEMENWOMEMEWE EMEEk 442- - IMMEMEMEMEMEME .442 J •.J J J J J J J J u 449 448 44] 446 445 444 443 442. 28+00 ■■■■■■■■■■■■■■■■■■■■ 31+25 447 MATCH 446 T. �<i 447 446_ mmmmm ...............■■■■. BENNE MENEM!! -1.96% ■.. IN ■rr\�r■=■seta■■s��� ■ J •.J J J J J J J J u EJW]3 S: 12/91/2029 449 448 44] 446 445 444 443 1442 449 448 44] 446 445 444 443 442 RN19ON 411503530-35-30-25-20-15-10-5 0 5 10 15 20 25 30 35 40 45 50411 31+25 447 MATCH 446 T. �<i 447 446_ mmmmm ...............■■■■. OWN=== e■■■■■■�■■■oma■r ���� -1.96% ■.. IN ■rr\�r■=■seta■■s��� ■ .. ■■■VR\II e yi------i ... .. ■■■■LIQ e■ ---I .. 7 442 INTERSECTION GUTTER PAN 411503530-35-30-25-20-15-10-5 0 5 10 15 20 25 30 35 40 45 50411 411503530-35-30-25-20-15-10-5 0 5 10 15 20 25 30 35 40 45 50411 31+25 447 MATCH 446 T. �<i 447 446_ mmmmm ...............■■■■. OWN=== e■■■■■■�■■■oma■r ���� -1.96% ■.. 445 444 ■■MMillliiia� ■■■VR\II e yi------i ... .. ■■■■LIQ e■ ---I .. 7 442 INTERSECTION 411503530-35-30-25-20-15-10-5 0 5 10 15 20 25 30 35 40 45 50411 411503530-35-30-25-20-15-10-5 0 5 10 15 20 25 30 35 40 45 50411 31+25 447 MATCH 446 T. �<i 447 446_ mmmmm ...............■■■■. OWN=== e■■■■■■�■■■oma■r ���� -1.96% ■.. 445 444 ■■MMillliiia� GUTTER PAN 444 .. LINDALE DR W, ■■�i�7,ri�ir�eie�seeeAMES 7 442 INTERSECTION GUTTER PAN 412 443 EMEEk 442- - - - - - - - - - - - - - - .442 411503530-35-30-25-20-15-10-5 0 5 10 15 20 25 30 35 40 45 50411 31+25 447 MATCH 446 T. �<i 447 446_ mmmmm MATCH OWN=== e■■■■■■�■■■oma■r ���� -1.96% ■.. 445 444 411503530-35-30-25-20-15-10-5 0 5 10 15 20 25 30 35 40 45 50411 APPR'D LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY CROSS SECTIONS 418 31+25 447 MATCH 446 T. 418 447 446_ — — — _ MATCH ' e■■■■■■�■■■oma■r ���� -1.96% ■.. 445 444 ■■MMillliiia� GUTTER PAN 444 .. LINDALE DR W, MEMMI 413 442 INTERSECTION GUTTER PAN 412 443 EMEEk 442- - - - - - - - - - - - - - - .442 APPR'D LAURA STREET UPGRADE SPRINGFIELD, OREGON LANE COUNTY CROSS SECTIONS 418 31+25 447 MATCH 446 T. 418 447 446_ — — — _ MATCH 417 446 465 -1.96% IXISTING 445 444 96%-"L GUTTER PAN 444 413 LINDALE DR W, IXISTING 413 442 INTERSECTION GUTTER PAN 412 4115035-40-35-30-25-20-15-10-5 0 5 10 15 20 25 30 35 40 45 50411 III 50-45-40-35-30-25-20-15-10-5 0 5 10 15 20 25 30 35 40 45 501 31+00 447 MATCH 446 T. 418 "El "JR 447 418 447 446 — MATCH 447 "5-- 96%-"L MATCH �5 INTERSECTION GUTTER PAN LINDALE DR W, IXISTING 414 INTERSECTION GUTTER PAN 442 443 443 442- - - - - - - - - - - - - - - .442 III 50-45-40-35-30-25-20-15-10-5 0 5 10 15 20 25 30 35 40 45 501 ��50-45-40-35-30-25-20-15-10-5 0 5 10 15 20 25 30 35 40 45 501 "El 30+50 418 30+75 447 MATCH 446 T. 418 IXISTING 445 "JR 447 443 447 446 — MATCH 442442 465 IN DALE DR .1,65%��� IXISTING 4.65 INTERSECTION GUTTER PAN 444 443 443 442. - - - - - - 442 ��50-45-40-35-30-25-20-15-10-5 0 5 10 15 20 25 30 35 40 45 501 "El 30+50 418 447 446 — 447 MATCH 446 T. 465 UNDALE DR - IXISTING 445 414 INTERSECTION GUTTER PAN 444 443 443 442442 15035-40-35-30-25-20-35-10-5 0 5 10 IS 20 25 30 35 40 45 50411 NOTE: CROSS SECTIONS ARE FOR GRAPHICAL REFERENCE ONLY. THEY ARE NOT FOR CONSTRUCTION. THEY ONLY SHOW THE FG SURFACE THROUGH THE DRIVEWAYS, NOT THE PAVEMENTSECTION HORIZONTALSCALE 1" = 30' VERTICALSCALE V. = 7.5- I DE9GNER: HHPP I REVIEWER: RJR DATESHEET SHEET No. m/1,/2x3 110 or v1 X04 32+75 ■■■ziiigii�i■■� �� ■■■■..i■iii■■■■■■■■■ ■ 4� 48 ■i!!'1.7iiii�i��rz ' 447 447 446 446 445 445 444 444 443 443 -X504540-35-30-25-20-15-10 -5 0 5 10 15 20 25 30 35 40 45 50442 32+50 lMMMMMMMI !MMlMMMMMMM MEN 32+25 IMMEMI -5045-40-35-30-25-20-15-10 -5 0 5 10 15 20 25 30 35 40 45 So 32+00 aaR 48 44) 447 446 446 445 445 444WE 444 443MMMW 443 442 442 441 441 31+75 448 418 33+00 447 447 448 448 446 4i6 447 447 445 445 446 - .p1 446 444MMMI 444 _ 445 445 443 443 444 444 442 442 443 443 441 -504540-35-30-25-20-15-10-5 0 5 10 IS 20 u 30 35 40 45 50441 44 5045-40-35-30-25-20-15-10 -5 0 5 10 15 20 25 30 35 40 45 50442 ED PRO NOTE: CROSS SECTIONS ARE FOR GRAPHICAL HORIZONTALSCALE REFERENCE ONLY . THEY ARE NOT FOR 1"=30' \� �C+I CONSTRUCTION. THEY ON LY SHOW THE W l(I� 'W 7 SURFACE THROUGH THE DRIVEWAYS, NOT THE VERTICALSCALE .5'D PAVEMENT SECTION 1"=7.5- 0, HeTpc [x six[ roux xe"s DATE RN150N APPR'D LAURA STREET UPGRADE HDuf PeteTsm `"" "gA ARC PT`y T g;.Rag'.„o 2D.` t� oHEooN sPHiwNEEco Ri ellie Inc. 1e�`msm3eva� .,.., m, sN=11n DE9GNER: LO PIR REVIEWER : RJR J.BRP NTY CHEIXER: N4W DRAFTER: HHPP OUNI E}.PTR6: 12/91/2023 • CROSS SECTIONS DATE ./18/2D23 SHEET ui OT vT SHEET NO. X05 ■■■■■■■■■■■■■■■■■■■■ ■■■ziiigii�i■■� �� ■■■■..i■iii■■■■■■■■■ ■ ■■■■■■■■■■■■■■■■■■■■ ■i!!'1.7iiii�i��rz ' ■■■E�!■����iiili�Tii'i ■■■■■.■iii■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■ ■■■ziiigii�i■■� �� ■■■■..i■iii■■■■■■■■■ ■ ■■■■■■■■■■■■■■■■■■■■ ■i!!'1.7iiii�i��rz � I■■■o`i ■■■■■.■iii■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■ ■■■ziiigii�i■■� �� ■■■■..i■iii■■■■■■■■■ ■ ■■■■■■■■■■■■■■■■■■■■