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Home My WebLink AboutPlan, Tentative APPLICANT 11/12/201928.1 Paving Width CITY OF SPRINGFIELD PLANNING NUMBER --- _— ASSESSORS MAP: 17-03-27-31 TAX LOTS: 01900 & 01902 S88'45'37 FAIRVIEW DRIVE 11400 It.) .)I 5.00 PUE Reel 922—R/ Inst No. 7846808 Right of Way I'.--.-- I 36.00' 50.00' PAVING RIGHT OF WAY JOHNATHON COURT LAND DIVISION TENTATIVE PLAN COVER SHEET ii�'W 114, SECTION 27, TOWNSHIP 17 SOUTH, RANGE 3 WEST, W.M. SPRINGFIELD, LANE COUNTY, OREGON DATE PREPARED: APRIL 2019 SHEET 1 SCALE FM s� - 1 30 0 30 60' 1=101;1-13 SITE ADDRESS: N/A PROPERTY RICK SORRIC OWNER: PO BOX 10092 EUGENE, OR 97440 APPLICANT. RICK SORRIC PO BOX 10092 EUGENE, OR 97440 PROJECT METRO PLANNING, INC COORDINATOR: JED TRUETT, AICP 846 A STREET SPRINGFIELD, OREGON 97477 PH: 541-302-9830 C: 541-915-6458 SURVEYOR: OLSON & MORRIS LARRY OLSON, PLS 380 Q STREET SUITE 200 SPRINGFIELD, OREGON 97477 PH: 541-302-9790 ENGINEER: OLSON & MORRIS SCOTT MORRIS, PE 380 Q STREET SUITE 200 SPRINGFIELD, OREGON 97477 PH: 541-302-9790 SHEET INDEX SHEET I COVER SHEET SHEET 2 EXISTING CONDITIONS SHEET 3 PROPOSED PLAN C-1.0 PRELIMINARY GRADING AND DRAINAGE C-2.0 PRELIMINARY UTILITY PLAN C-3.0 CIVIL DETAILS n-- k fit n�u wpuj -006 0� �0 Date Received NOV 13 2 0(ig.'nal Subrntial W 1.1' extended to PL from last tied point LEGEND ST — — — ST —DEI@ STORMWATER LINE, CATCH BASIN, CURB INLET, MANHOLE _wW —WW —ww —ww WASTEWATER LINE, MANHOLE a OVERHEAD POWER LINE, POWER POLE —W_W_W_W "2 WATER LINE, WATER VALVE, WATER METER T PHONE PEDESTAL GAS GAS — GAS —[M GAS LINE, METER EXISTING CURB EXISTING SIDEWALK CITY OF SPRINGFIELD PLANNING NO. ASSESSORS MAP: 17-03-27-31 TAX LOTS: 01900 & 01902 3: �l5-.00' 15.00' — 30.00' — (J) < Riser _Ww _WW —WW Ww _ww _Ww —_VVW —ww —ww —ww —ww -30.67 —ww `w —Mil Box 305p, : - - - - _?MC 6011rZ— GAS GA AS UX.'> -------- mmago-amow GAS 60.00' _W_w W 7_ Right of Way W. - rARVIEW DRIVE 5.00 PUE Reel 922-R/ Inst No. Mail Box 7846806I 30.00I , I I —4*N88*45'37"E 30.01' Lost tied point , fence 12" Fir Ex Shed I Ex Access Height: Easement Reel 114–R/ Inst No. 8101563 Ex Private 30.00 foot wide Joint–Use Access and Utility Easement Inst No. 2019-009903 Ex. fence Ex. 7.00 PUE Reel 922–R/ Inst No. 7846808 SO*43'57"E 1.36' E 2.0' L X – I 11 N 2.0�88'4537"w 80.19' I i N 0,1' S88'55'41 "W 60.10' N 0.2' NO*45'19"W 1.19" S8_8_'45'37"W 59.76' 0) CD V) RIOO.00 POSSIBLE 50.00' FUTURE EXTENSION OF W. OLYMPIC STREET RIOO.00 JOHNATHON COURT LAND DIVISION TENTATIVE PLAN EXISTING CONDITIONS SW 114, SECTION 27, TOWNSHIP 17 SOUTH, RANGE 3 WEST, W.M. SPRINGFIELD, LANE COUNTY, OREGON DATE PREPARED: APRIL 2019 SHEET2 SCALE 1 30' 30' 0 30' 60' VICINITY MAP NOT TO SCALE Prepared by an Oregon licensed Land Surveyor. The Land Division Tentative Plan is prepared and signed by an Oregon Professional Land Surveyor, Lawrence Olson, PLS 655, Expires 1213112020. City boundaries, the Urban Growth Boundary, and any special district boundaries or railroad right-of-way which cross or abut the proposed land division. The Urban Growth -8oundaq is shown on the Vicinity Map, there are no special districts, or railroad right-of-ways that cross or abut the proposed land division. Location and width of all existing and proposed easements on and abutting the proposed land division. The location and width of all existing and proposed easements are sho wn hereon. Boundaries of entire area owned by the property owner, of which the proposed land division is a part, as well as dimensions and size of each parcel and the approximate dimensions of each building site indicating the top and toe of cut and fill slopes to scale. The boundary of the entire property owned by Rick Sorric is shown hereon. The dimensions and size of each parcel, The approximate building site location and dimensions are shown on Olson & Morris engineering plans. Location and type of existing and proposed street lights, including type, height, and area of illumination. There are no existing street lights. Any proposed street lights are shown on Olson &Morris engineering plans, Location, widths, conditions, and names of all existing and proposed streets, alleys, dedications or other right-of-ways within or adjacent to the proposed land division. Proposed streets should also include approximate radius of curves and grades and relationship to any projected streets as shown on the Metro Plan, TransPlan, Conceptual Development Plan, or Conceptual Local Street Map. West Fairview Drive location, and width is shown hereon, the condition is that there are curb, gutter, and sidewalks on north side of the street. There are no proposed alleys, or other right-of-ways within or adjacent to theproposed land division. Location of existing and required traffic control devices, fire hydrants, power poles, transformers, neighborhood mailbox units and similar public facilities. The location of any existing traffic control devices, fire hydrants, powerpoles, transformers, neighborhood mailbox units and similarpublic facilities are shown hereon. Location and dimensions of existing and proposed driveway. The location and dimensions of existing driveways are shown hereon. The location and dimensions ofproposed driveways are shown on Olson & Mort -is engineering plans. Location of existing and proposed transit facilities. The closest transit./acility is located at W Centennial Blvd and Aspen Street, Route 13 -Centennial. Location and width of all existing and proposed sidewalks, sidewalk ramps, pedestrian access ways and bike trails. The location and width of all existing sidewalks, sidewalk ramps, pedestrian access ways and bike trails are shown hereon. The location and width of all proposed sidewalks, sidewalk ramps, pedestrian access ways and bilce trails are shown on Olson & Morris engineering plans. Location, size and type of plantings and street trees in any required planter strip. There is noplanter strip. No location, size orpeof ty plantings or street trees shown. Location and size of existing and proposed utilities on and adjacent to the site including sanitary sewer mains, stormwater management systems, water mains, power, gas, telephone, and cable TV. Indicate the proposed connection points. The location of xisting utilities (sanitary server mains, stormwater management systems, water mains, power, gas, telephone and cable TV) on and adjacent to the proposed land division are shown hereon. The location and size ofproposed utilities (sanitary sewer mains, stormwater management systems, water mains, power, gas, telephone and cable TV) on and adjacent to the proposed land division are shown on Olson & Morris engineering plans. The location of all areas to be dedicated or reserved for public use, with the purpose, condition and limitations of the reservations clearly indicated. There are Public Utility Easements proposed as shown hereon. Future Development Plan where phasing or large lots/parcels are proposed as specified in SDC 5.12-120 E. There is no Future Development Plan needed, because there is no phasingproposed and the proposed lots are less than twice the minimum lot/parcel size (9000 sf). RENEWS: 12-31-2020 Rec; c 09t na, 13 ; -L, a I < � �- I ;AI rn IMX of tAl P1n1%Ir- t ♦ f PROPOSED CONDITIONS SW 114, SECTION 27, TOWNSHIP 17 SOUTH, RANGE 3 WEST, W. SPRINGFIELD, LANE COUNTY, OREGON DATE PREPARED: ii'7' 777 f VICINITY MAP NOT TO SCALE Prepared by an Oregon licensed Land Surveyor. The Land Division Tentative Plan is prepared and signed by an Oregon Professional Land Surveyor, Lawrence Olson, PLS 655, Expires 1213112020. City boundaries, the Urban Growth Boundary, and any special district boundaries or railroad right-of-way which cross or abut the proposed land division. The urban Growth Boundary is shown on the Vicinity Map, there are no special districts, or railroad right -ref -'ways that cross or abut the proposed land division. Location and width of all existing and proposed easements on and abutting the proposed land division. The location and width of all existing and proposed easements are sho wn hereon. Boundaries of entire area owned by the property owner, of which the proposed land division is a part, as well as dimensions and size of each parcel and the approximate dimensions of each building site indicating the top and toe of cut and fill slopes to scale. The boundary of the entire property owned by Rick Sorric is shown hereon. The dimensions and size of each parcel. The approximate budding site location and dimensions are shown on Olson & Morris engineering plans. Location and type of existing and proposed street lights, including type, height, and area of illumination. There are no existing street lights. Any proposed street lights are shown on Olson & Morris engineeringplans. Location, widths, conditions, and names of all existing and proposed streets, alleys, dedications or other right-of-ways within or adjacent to the proposed land division. Proposed streets should also include approximate radius of curves and grades and relationship to any projected streets as shown on the Metro Plan, TransPlan, Conceptual Development Plan, or Conceptual Local Street Map. West Fairview Drive location, and width is shown hereon, the condition is that there are curb, gutter, and sidewalks on north .side of the street. There are no proposed alleys, or other right-of-ways within or adjacent to the proposed land division. Location of existing and required traffic control devices, fire hydrants, power poles, transformers, neighborhood mailbox units and similar public facilities. The location of any existing traffic control devices, fire hydrants, powerpoles, transformers, neighborhood mailbox units and similarpublic facilities are shown hereon. Location and dimensions of existing and proposed driveway. The location and dimensions of aristing driveways are shown hereon. The location and dimensions afproposed driveways are shown on Olson & Morris engineering plans. Location of existing and proposed transit facilities. The closest transit, facility is located at W Centennial Blvd and Aspen Street, Route 13 -Centennial. Location and width of all existing and proposed sidewalks, sidewalk ramps, pedestrian access ways and bike trails. The location and width of all existing sidewalks, sidewalk ramps, pedestrian access ways and bike trails are shown hereon. The location and width of all proposed sidewalks, sidejvalk ramps, pedestrian access ways and bike trails are shown on Olson & Morris engineering plans. Location, size and type of plantings and street trees in any required planter strip. There is no planter strip. No location, size or type ofplantings or street trees shown. Location and size of existing and proposed utilities on and adjacent to the site including sanitary sewer mains, stormwater management systems, water mains, power, gas, telephone, and cable TV. Indicate the proposed connection points. The location of existing utilities (sanitary ,sewer mains, stormwater management systems, water mains, power, gas, telephone and cable TT) on and adjacent to the proposed land division are shown hereon. The location and size ofproposed utilities (sanitary sewer mains, stormwater management systems, water mains, power, gas, telephone and cable TJX) on and adjacent to the pr oposed land division are shown on Olson & Morris engineering plans. The location of all areas to be dedicated or reserved for public use, with the purpose, condition and limitations of the reservations clearly indicated. There are Public Utility Easements proposed as shown hereon. Future Development Plan where phasing or large lots/parcels are proposed as specified in SDC 5.12-120 E. There is no Future Development Plan needed, because there is no phasing proposed and the proposed lots are less than twice the minimum lotlparcel size (9000 sf}. r -i Coy l �10- Tw r • r RENEWS: 12-31-2020 DateRacc--,.-ived asoma. 3L;b Caseft LEGEND NOTES: EXISTING BOUNDARY G EXISTING GAS MAIN 1. THE DEVELOPMENT SITE AREA (INSIDE THE UGB) IS ZONED R1 SINGLE 9. A FIELD INFILTRATION TEST WAS COMPLETED. MEASURED INFILTRATION ADJACENT PROPERTIES &-12"SD PROPOSED STORM SYSTEM FAMILY RESIDENTIAL. RATE WAS APPROXIMATELY 0.5 IN/HR. N NEW LOT LINESEl PROPOSED CURB INLET 2. THE PROPOSED WATER SYSTEM IS TO BE PUBLIC. 10. SITE IS LOCATED OUTSIDE THE 99 YEAR TIME OF TRAVEL. EXISTING CURB LINE 8"W PROPOSED WATER MAIN 3. THE PROPOSED WASTEWATER SYSTEM IS TO BE PUBLIC. 11. GRADING IS PRELIMINARY AND WILL BE FINALIZED DURING PIP PROCESS. SC4LE- 1 "=20' EXISTING FENCE -- PROPOSED FIRE HYDRANT 4. THE PROPOSED STORM DRAINAGE SYSTEM IS TO BE PUBLIC. 12. A DOWNSTREAM ANALYSIS WAS PERFORMED TO VERIFY ON SITE -201 0 20 , 40' 6"W EXISTING WATER MAIN ®PROPOSED WATER METER 5. SOIL TYPES ARE AS FOLLOWS: DETENTION IS NOT NECESSARY. E1W]j EXISTING WATER METER 0 PROPOSED WATER VALVE OXLEY AND SIMILAR SOILS, 45% OF SITE 13. STREET TREES AND DRIVEWAY LOCATIONS TO BE DETERMINED DURING URBAN LAND, 40% OF SITE PIP PROCESS. 0 EXISTING WATER VALVE 8_8"WW— PROPOSED WASTEWATER SYSTEM MINOR COMPONENTS, 5% OF SITE 1 2"WW- — - EXISTING WASTEWATER SYSTEM C) PROPOSED CLEANOUT 6. ELEVATIONS BASED ON CITY DATUM BENCHMARK 394. SQUARE IN FACE OC EXISTING CLEANOUT —GAS PROPOSED GAS LINE OF 2' S/W Y2 CR NW COR E DRIVE TO MH PARK. ELEVATION = 441.92 - EXISTING STORM DRAINAGE SYSTEM _UTIL PROPOSED FRANCHISE UTILITIES FEET NAVD88. 1��T)__ 12"SD E] EXISTING CURB INLET � EXISTING STREET LIGHT 7. ALL STORMWATER RUN-OFF FROM PAVED SURFACES TO BE TREATED THROUGH INFILTRATION PLANTER. SEE SHEET C-1.2. —OHE— EXISTING OVERHEAD ELECTRIC PROPOSED STREET LIGHT ITt-0 8. THERE IS AN EXISTING FIRE HYDRANT 265' WEST OF THE SITE ON EXISTING TELEPHONE PEDESTAL W. FAIRVIEW DR. A NEW FIRE HYDRANT IS PROPOSED AT THE INTERSECTION OF W OLYMPIC ST. AND FAIRHAVEN ST. oco-1 o - TL 1700 D� (o 444.47 END OF 444.47 Da 'Awed Rece TL 3100 Tc ROAD SIGN TC NOW 13 K u 011 ta F TL 3000 PROPOSED SE 5' OFFSET' SIDEWALK LOT 6 ST MH #4 ) 4525 SF 10" FL IN (S =441.20 10" FL IN N)=441.20 12" FL OUT (E)=441.20 ---- --- RIM ELEV.=443,68 444.00 TC 0' 10. TRANSFORMERq EASEMENT PROPOSED MAILBOX PAD 7.00' L LOT 5 P.U.E. 4501 SF 74 LF DI Lr " S=0.257.' LOT 1 4269 SF 15.00, WATERLINE BUILDING EASEMENT SETBACK TYP. TL 1901 y+Wy tj -- -- --------- D I uj it D OUT, W=439.07 V. 10- FL IN (SW)=438.48 12- FL IN (S)=438.48 10- FL OUT (NE)=438.38 RIM ELEV.=442.28 CUA C) '01 z bD w < 0� S -Z F2 c> 0 2 c r__q e QC) o � CUA C) '01 z bD w < 0� S -Z F2 C�$ 2 c r__q e QC) o � bL '01 z a w < 0� LIGHTING NOTES: 1. INTERIOR LIGHTING TO BE AUTOBAHN ATBO LED FIXTURES MOUNTED AT 30 FEET ABOVE PAVING. FINAL LOCATION AND DESIGN TO BE DETERMINED DURING PIP PROCESS. UTILITY NOTES: 1. PUBLIC WATER IS LOCATED IN FAIRVEIW DR. RIGHT—OF—WAY AND IS AVAILABLE TO SERVE THE SITE. 2. FRANCHISE UTILITIES ARE AVAILABLE IN FAIRVIEW DR. RIGHT—OF—WAY AND ARE AVAILABLE TO SERVE THE SITE. 3. FRANCHISE UTILITIES AND WATER LAYOUT IS PRELIMINARY AND WILL BE DESIGNED BY PROVIDERS DURING PIP PROCESS. lil I ii & a i MCI mmms orimillu A�Ap - LYP 61-9 Z4LLE- 1 "=20' 201 0 20' 400 Von, LVJ GAS WW MH 1 a: EXISTING 8" FL IN (S)=434.76 ED TING 30" WATER 1 12- FL IN (E)=428.98 77 LF MAIN TO BE REMOVED 12" S0.40% FL OUT (W)=428.98 = 4,� RIM ELEV,=443.87 94 LOT 3 LOT 2 LOT 1 4551 SF TL 1901 -4 4269 SF 4269 SF i C14 15.00' 00 7.00WATERLINE fi W W P.U.E. EASEMENT W jI '81 r�mw TL 1700 ct ;4 TL 3100 8" FL=436.86 00 o c, con LOT 7 10101 •4551 SF 6"WW LOT 8 < z 7.00 ' 4650 SF P.U.E. 4"WW PROPOSED STREET LIGHT t: TL 3000 4 11Ww LOT 9 LOT 6 123 LF 4522 SF 4525 SF S=0.40%' PROPOSED 6"WW FIRE HYDRANT PROPOSE[ STREET Ll F-1 WW MH #2 UTILITY NOTES: 1. PUBLIC WATER IS LOCATED IN FAIRVEIW DR. RIGHT—OF—WAY AND IS AVAILABLE TO SERVE THE SITE. 2. FRANCHISE UTILITIES ARE AVAILABLE IN FAIRVIEW DR. RIGHT—OF—WAY AND ARE AVAILABLE TO SERVE THE SITE. 3. FRANCHISE UTILITIES AND WATER LAYOUT IS PRELIMINARY AND WILL BE DESIGNED BY PROVIDERS DURING PIP PROCESS. lil I ii & a i MCI mmms orimillu A�Ap - LYP 61-9 Z4LLE- 1 "=20' 201 0 20' 400 Von, LVJ GAS WW MH 1 a: EXISTING 8" FL IN (S)=434.76 ED TING 30" WATER 1 12- FL IN (E)=428.98 77 LF MAIN TO BE REMOVED 12" S0.40% FL OUT (W)=428.98 = 4,� RIM ELEV,=443.87 94 LOT 3 LOT 2 LOT 1 4551 SF TL 1901 -4 4269 SF 4269 SF i C14 15.00' 00 7.00WATERLINE fi W W P.U.E. EASEMENT W jI '81 r�mw rzLu a ct ;4 00 o c, con rzLu SHEET C-1.1 a z SHEET C-1.1 4" AC PAVING - 12" BASE ROCK 10" DI INTLET FROM MH #5 3` SIDEWALK EASEMENT 5 FUTUR WALK MATCH TO EXISTING GROUND ELEVATION 4" LEVEL 2, 1/2" DENSE HMAC. WEARING SURFACE. OVER 12" AGGREGATE BASE 3/4--0" ml 10.50' 1" ROCK MULCH LAYER. SEE NOTE MEDIUM SHALL BE 18" #5 BELOW 3. DRAIN ROCK SHALL BE 1' DEEP MIN. 2 1/2"-3/4" CLEAN ROCK. 4. WRAP 0.71' WITH FILTER FABRIC. 5. CURB ON SIDEWALK SIDE OF I T�7 0 3' SIDEWALK EASEMENT f-- SIDEWALK 10" D3034 PIPE BELL END UP W/DOME GRATE=443.25 & 1" ORIFICE AT GRADE `-10" OUTLET TO MH #3 PVC ELBOW—` DRAIN ROCK CHAMBER SEE 1O NOTES 3 & 4 FL=439.52 INFILTRATION PLANTER DETAIL NTS INFILTRATION PLANTER NOTES. _ 1. TOP OF PLANTER SHALL HAVE 1" ROCK MULCH LAYER. 2. PLANT MEDIUM SHALL BE 18" 3 -WAY BLEND TOPSOIL%SAND/COMPOST. 3. DRAIN ROCK SHALL BE 1' DEEP MIN. 2 1/2"-3/4" CLEAN ROCK. 4. WRAP ENTIRE ROCK CHAMBER WITH FILTER FABRIC. 5. CURB ON SIDEWALK SIDE OF PLANTER TO HAVE 6" BREAKS @ 6' O.C. 6. SWALE PLANTINGS TO COME FROM THE 2014 EUGENE STORMWATER MANAGEMENT MANUAL (APPENDIX F). A DETAILED PLANTING PIAN WILL BE PROVIDED DURING BUILDING PERMIT PROCESS. 7. PROPOSED INTERIOR PLANTER DIMENSIONS ARE 10.50' X 26.70'. no • ': TO CURt OLYMPIC NTS STD. CURB & GUTTER 3' SIDEWALK EASEMENT 5' FUTURE WALK MATCH TO EXISTING GROUND ELEVATION 0.50' 1/2 RIGHT OF WAY WIDTH .. — 1/2 PAVEMENT WIDTH w t 12" MIN 4" OF CLASS 'B' ASPHALT CONCRETE � 36" FCC VALLEY GUTTER z 4H 1V MAX SLOPE PLACED IN TWO LIFTS 1„ M1N�r 5% tM(N,� �5% MIN _L .L S_A -12" OF 1 112" MINUS CRUSHED ROCK -FIRM COMPACTED SUBGRADE #4 REBAR - 32" LONG - 12 O.C. #4 REBAR - 8" O.C. CONTINUOUS 2" ABOVE BOTTOM OF SLAB PORTI ND CFMFNT CONCRETE PAV vIENT -.— - — - - 1 f 2 RIGHT OF WAY WIDTH 1/2 PAVEMENT WIDTH �- ►;--12" MIN �I 4H : 1V MAX SLOPE s - O -7" PORTLAND CEMENT CONCRETE -6„ OF 3/4" MINUS CRUSHED ROCK FIRM COMPACTED SUBGRADE CONCRETE PAVEMENT JOINTING NOTES 2% MINS 21_MtN 4 < 4 REFER TO STANDARD DRAWING 3-9 FOR JOINTING DETAILS PAVEMENT SECTIONS 15 FT WIDE OR LESS SAWCUT TRANSVERSE CONTRACTION 12-15 FT ON CENTER PAVEMENT SECTIONS MORE THAN 15 FT WIDE SAWCUT TRANSVERSE CONTRACTION 10-12 FT ON CENTER, AND SAWCUT LONGITUDINAL CONTRACTION JOINT AT CENTERLINE OR POUR HALVES SEPARATELY WITH LONGITUDINAL CONSTRUCTION JOINT (KEY WAY) �aTEs * STRUCTURAL THICKNESS IDENTIFIED ON THESE SECTIONS ARE THE MINIMUMS FOR DRY FIRMLY COMPACTED SUBGRADE. THE CITY INSPECTOR MAY REQUIRE OVER EXCAVATION (8" MINIMUM) AND THE PLACEMENT OF GEOTEXTILE FABRIC AND ADDITIONAL CRUSHED ROCK TO ENSURE A FIRM PAVEMENT BASE. REFER TO SPRINGFIELD STANDARD SPECIFICATIONS FOR ROADWAY STRUCTURE COMPACTION REQUIREMENTS * CATCH BASINS WITHIN ALLEY RIGHTS OF WAY SHALL INCLUDE BICYCLE PROOF GRATES. c SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SHALL BE 3000 PSI FIELD STRENGTH (3450 PSI LAB STRENGTH) 6.0 SACK MIX CONCRETE CURBS & COMMERCIAL DRIVEWAYS SHALL BE 3500 PSI FIELD STRENGTH (4025 PSI LAB STRENGTH) 6.3 SACK MIX CONCRETE ?k CONCRETE PAVEMENT SHALL BE 4000 PSI FIELD STRENGTH (4600 PSI LAB STRENGTH) 7.0 SACK MIX CONCRETE WITH 1 1/2" MINUS FRACTURED AGGREGATE. PAVEMENT MIX DESIGNS SHALL BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO THE SCHEDULED PAVING DATE. NO REVISION BATE BY APPR, CITY OF SPRINGFIELD TYPICAL s E l , T STANDARD P€ INGFIE . ALLEY PAVING DRAWING 3-2 DEPT QF PUBLIC W0s AI Peroutka City Engineer 2003 2003 -cpwno--� /qtr charA 5ov o:`z el (� o'p (o fiv 4 W W v E p a r- CU d Y v) cri a Q wrwn � d Q O o o z � 4 W W SHEET C— 1.2 E p CU d Y v) cri F--�o o z y T j W SHEET C— 1.2 Y v) o z T j W L C4 � a a SHEET C— 1.2