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HomeMy WebLinkAboutURB-5505(4)CONSTRUCTION DIVISION 400 INDEX OF SHEETS SHEET NO. 1 2—T 2—S 2—K 2—Al — 2—A3 2—H 2—N1 — 2—N4 2—P1 — 2—P4 2—L1 — 2—L3 2—L4 — 2—L6 2—L7 — 2—L9 2—L10 — 2—L12 2—L13 — 2—L15 2—L16 — 2—L18 3-5 6-8 9 — 11 12 13 — 14 R1 — R4 X1 — X11 STANDARD PLANS TITLE PAGE TYPICAL CROSS SECTIONS SUMMARY OF QUANTITIES SUMMARY OF SOIL & MATERIALS INFORMATION PHOTO MAPS HORIZONTAL CONTROL GENERAL INFORMATION PHASING PLANS & DETOUR LOCATION MAP GEOMETRICS JOINTS & GRADES DRAINAGE PLAN CONSTRUCTION PLAN REMOVALS EROSION CONTROL PLAN PLAN & PROFILE SHEETS PAVEMENT MARKING PLAN STORM SEWER PROFILES WATER PLAN & PROFILE SPECIAL PLAN 1C INLET PROTECTION RIGHT—OF—WAY PLAN CROSS SECTIONS 301—R10 (3 SHEETS) PAVEMENT DETAILS 303—R2 (4 SHEETS) CURB RAMP 309—R1 MAILBOX SUPPORT POST 329—R9 (4 SHEETS) 8 TO 16 INCH CONCRETE PAVEMENT 411—R1 (4 SHEETS) BEDDING AND BACKFILL REQUIREMENTS FOR CONCRETE PIPE 428—R3 CONCRETE PLUGS AND FIELD PIPE TAP DETAILS 443—R9 (2 SHEETS) CURB INLETS AND JUNCTION BOX 502—R1 (2 SHEETS) SILT FENCE DETAILS 920-R6 (3 SHEETS) TRAFFIC CONTROL, CONSTRUCTION AND MAINTENANCE 921-R6 (2 SHEETS) TRAFFIC CONTROL, CONSTRUCTION AND MAINTENANCE 924-R1 (3 SHEETS) TYPICAL URBAN TRAFFIC CONTROL PLAN APPROVED FOR CONSTRUCTION iven.l/'r� ex/ 7eot / CITY ENG 1 EER DATE CONVENTIONAL SIGNS FENCE R.O.W. OR WIRE GUARDRAIL TRAVELED WAY DIKE CULVERT POWER POLE TELEPHONE POLE MAILBOX RAILROAD TRACKS MARSH TREE - CONIFEROUS TREE - DECIDUOUS fxxxxxxxxxnxxxxxxxxx a al�Ln asld,. asl�,. 0 00 0 ,O,W. LEGEND NEW CONTROLLED ACCESS PREVIOUS CONTROLLED ACCESS LIMITS OF CONSTRUCTION PREVIOUS R.O.W. NEW R.O.W. EXISTING PERMANENT EASEMENT TEMPORARY EASEMENT EXCESS TAKING PERMANENT EASEMENT EXISTING RAILROAD EASEMENT NEW RAILROAD PERMANENT EASEMENT NEW RAILROAD TEMPORARY EASEMENT BEGIN PROJECT STA. 1+09.00 0 3EBEEERNEEEEEHEE MECESEOUKESI STATE OF NEBRASKA DEPARTMENT OF ROADS PLANS FOR CONSTRUCTION BALTIMORE AVE. 12th ST. - 14th ST. HASTINGS R 10 W ADAMS COUNTY 35 36 N Shore Dr 361 31 '�: ^.:r:• :?: :... _.. -.`:w +�':''-._. ... END PROJECT STA. 13+81.00 18th St Colonial " ,ce e- e - R 9 W 26th St UPRR Imperial Dr /4th St I lath St Sumner St 12th St St 4 13th St 4 Home St T h4 1 6 I2 T7--+RingcZ g. Rd 9th Boyce St 8th St Bateman St 1 REFERENCE POST NO. h6th St EXCEPTIONS: FROM STA. ASTI \ TO REFERENCE POST NO. TO STA. GS TOTAL NET LENGTH OF PROJECT: 1,272.00 FEET 0.241 MILES 4, TIm La IIS mf w_ Pleasant L — Unlver4slty St 1 WaynokaiSt I __-I �� T ��J L—J-- — PROJECT NO. SHEET NO. URB -5505(4) 1 CONTROL NO. 42704 AL CONTROL NO. ■ CONTROL NO. THE 2007 EDITION OF THE NEBRASKA STANDARD SPECIFICATIONS AND THE SPECIAL PROVISIONS APPLY TO THIS PROJECT. THE WORK ON THIS PROJECT CONSISTS OF GROUPS 1 -GRADING, 3 -CONCRETE PAVEMENT, 4 -CULVERTS, & 10 -GENERAL hGROUPS 1.3.4. & 10 ARE INCLUDED IN THE LETTING OF OCTOBER 9, 2014 AL GROUPS ARE INCLUDED IN THE LETTING OF ■ GROUPS ARE INCLUDED IN THE LETTING OF DESIGN DESIGNATION LOCAL ROADS AND STREETS MUNICIPAL TRAFFIC YEAR: 2015 2035 ADT: 4.105 8.203 DHV: 411 820 T= 5 % D= % N.F.C. URBAN MINOR ARTERIAL COORDINATING PROFESSIONAL • riallakt Ilmillisigi IMIllillat Ilalaillri Erna • 111111111a iiiii■ii� R.O.W. VARIES 4 2' 6' 33' 66' R.O.W. 2.0% 1.5% 8' 6" INTEGRAL CURB (TYP.) 10' 36' 33' Q. STREET LONGITUDINAL JOINT W/ TIE BAR (TYP.) 10' PROFILE POINT •2.0% 2.0% 8' 6" INTEGRAL CURB (TYP.) a a 4 a 4 5" P.C. CONCRETE SIDEWALK EARTH SHOULDER CONSTRUCTION 3' C a * CROSS SLOPE VARIES FROM STA. 12+00 TO 13+81. SEE CROSS SECTIONS. 9" DOWELED P.C. CONCRETE PAVEMENT BALTIMORE AVENUE STA. 1+09 TO STA. 13+81 NOT TO SCALE 4 4 a fl 12" SUBGRADE PREPARATION W/ FLYASH STABILIZATION 2' 2.0% ,v V\\I \ n VARIES 4:1 MAX. EXISTING CONCRETE SIDEWALK EARTH SHOULDER CONSTRUCTION O4OLSSON ASSOCIATES PROJECT NO. URB -5505(4) C.N. 42704 SHEET NO. 2-T BALTIMORE AVENUE TYPICAL SECTIONS CONSTRUCTION DIVISION C D T L O E E N (1) N a 0 0 O O ti .. N- ei' .. m ai v U Li N GRADING ITEMS GROUP 1 ITEM MOBILIZATION GENERAL CLEARING AND GRUBBING WATER EARTHWORK MEASURED IN EMBANKMENT REMOVE PAVEMENT SAWING PAVEMENT REMOVE DRIVEWAY REMOVE WALK REMOVE AND RESET MAILBOX COVER CROP SEEDING PAVEMENT ITEMS GROUP 3 ITEM MOBILIZATION GRAVEL SURFACE COURSE CONCRETE CLASS 47B-3000 BARRIER CURB COMBINATION CONCRETE CLASS 47B -HE -3500 CURB AND GUTTER CONCRETE CLASS 47B-3000 SIDEWALK 5" DETECTABLE WARNING PANEL CONCRETE CLASS 47B-3500 DRIVEWAY CONCRETE CLASS 47B -HE -3500 DRIVEWAY 9" DOWELED CONCRETE PAVEMENT, CLASS 47B-3500 9" DOWELED CONCRETE PAVEMENT, CLASS 47B -HE -3500 ADJUST MANHOLE TO GRADE CURB INLET SEDIMENT FILTER 12" WHITE POLYUREA PAVEMENT MARKING, GROOVED 24" WHITE POLYUREA PAVEMENT MARKING, GROOVED 4" YELLOW POLYUREA PAVEMENT MARKING, GROOVED STABILIZED SUBGRADE TYPE FLY ASH PREPARATION OF INTERSECTIONS AND DRIVEWAYS WATER EARTH SHOULDER CONSTRUCTION FLY ASH SODDING ADJUST VALVE BOX TO GRADE SUMMARY OF QUANTITIES QUANTITY UNITS 1.000 1.000 9.000 425.000 5,693.000 936.000 801.000 644.000 20.000 0.500 LS LS MGAL CY SY LF SY SY EACH ACRE QUANTITY UNITS 1.000 25.000 88.000 42.000 843.000 112.000 762.000 133.000 5,644.000 56.000 6.000 9.000 18.000 48.000 570.000 5,700.000 895.000 13.000 24.820 183.000 1,820.000 8.000 LS CY LF LF SY SF SY SY SY SY EACH EACH LF LF LF SY SY MGAL STA TON SY EACH CULVERT ITEMS GROUP 4 ITEM MOBILIZATION REMOVE INLET CAST IRON COVER AND FRAME STRUCTURAL STEEL FOR FACE ARMOR CURB INLET AT STATION 13+77 RECONSTRUCT INLET AT STATION 3+03 RECONSTRUCT MANHOLE AT STATION 2+30 MANHOLE AT STATION 5+61 LT. MANHOLE AT STATION 6+16 LT. MANHOLE AT STATION 9+54 LT. MANHOLE AT STATION 10+05 TAPPING EXISTING STRUCTURE REMOVE SEWER PIPE CLASS 47B-3000 CONCRETE FOR INLET AND JUNCTION BOX REINFORCING STEEL FOR INLET AND JUNCTION BOX 15" STORM SEWER PIPE, TYPE 1,7 OR 8 18" STORM SEWER PIPE, TYPE 1,7 OR 8 48" STORM SEWER PIPE, TYPE 1 WET TAP CUT -IN 8" WATER MAIN PIPE 8" SOLID SLEEVE 8" - 45 DEGREE BEND REMOVE WATER MAIN PIPE QUANTITY UNITS 1.000 LS 5.000 EACH 875.000 LB 903.000 LB 1.000 EACH 1.000 EACH 1.000 EACH 1.000 EACH 1.000 EACH 1.000 EACH 1.000 EACH 3.000 126.000 18.370 1,250.000 139.000 57.000 105.000 1.000 26.000 1.000 4.000 24.000 EACH LF CY LB LF LF LF EACH LF EACH EACH LF GENERAL ITEMS GROUP 10 ITEM PROJECT NO. SHEET NO. URB -5505(4) 2-S BARRICADE, TYPE II BARRICADE, TYPE III SIGN DAY CONTRACTOR FURNISHED SIGN DAY FIELD OFFICE MOBILIZATION RENTAL OF LOADER, FULLY OPERATED RENTAL OF MOTOR GRADER, FULLY OPERATED RENTAL OF DUMP TRUCK, FULLY OPERATED RENTAL OF SKID LOADER, FULLY OPERATED RENTAL OF CRAWLER MOUNTED HYDRAULIC EXCAVATOR, FULLY OPERATED TEMPORARY SILT FENCE C.N. 42704 QUANTITY UNITS 2,775.000 1,443.000 4,551.000 777.000 1.000 1.000 30.000 20.000 30.000 30.000 10.000 200.000 BDAY BDAY EACH EACH EACH LS HOUR HOUR HOUR HOUR HOUR LF • Q [LU • 0 0 EN n 721 Cf) < • • O LL r E o CN (TN N CO NT CN CU , cN Lu 6 Nj- O CN 3 H- 0 0 COMPACTION REQUIREMENTS THE FINAL GEOTECHNICAL REPORT AND ASSOCIATED BORING LOGS PREPARED BY OLSSON ASSOCIATES ARE AVAILABLE UPON REQUEST. COMPACTION REQUIREMENTS * MOISTURE AS NECCESARY TO OBTAIN DENSITY (A MOISTURE TARGET VALUE AT MAXIMUM DENSITY SHALL BE ESTABLISHED IN THE FIELD BY THE CONTRACTOR DURING THE COMPACTION PROCESS. THE ACCEPTABLE MOISTURE CONTENT SHALL BE ± 3% OF THE TARGET VALUE.) ** FLYASH TREATED PAVEMENT SUBGRADE WITHIN 12" OF BASE OF PAVEMENT. THE INFORMATION SHOWN ON THESE PLANS REPRESENTS THE PHYSICAL CHARACTERISTICS OF THE MATERIAL AT THE LOCATIONS INDICATED. NO GUARANTEE IS MADE REGARDING THE NATURE OF THE MATERIAL AT POINTS OTHER THAN LOCATIONS SAMPLED. O\OLSSON ASSOCIATES PROJECT NO. SHEET NO. URB -5505(4) 2-K C.N. 42704 SUMMARY OF SOIL AND MATERIALS INFORMATION SOIL TYPE DEPTH BELOW FINISH SUBGRADE PERCENT DENSITY MINIMUM MOISTURE CONTENT MAXIMUM MOISTURE CONTENT EMBANKMENT/ROADWAY GRADING, INCLUDING DRIVEWAYS TO RECEIVE CONCRETE PAVEMENT LEAN CLAY UPPER 1 FT ** 98 MIN. OPT. -3% OPT.+3% LEAN CLAY DEPTH > 1 FT 95 MIN. OPT. -3% OPT.+3% GRANULAR ALL DEPTHS 100 MIN. * * EMBANKMENT/ROADWAY GRADING NOT TO BE SURFACED LEAN CLAY ALL DEPTHS 92 MIN. * * SUBGRADE PREPARATION, SHOULDER SUBGRADE PREPARATION (CONCRETE PAVEMENTS) LEAN CLAY UPPER 6 INCHES98 OF SUBGRADE SOIL MIN. OPT. -3% OPT.+3% GRANULAR UPPER 6 INCHES OF SUBGRADE SOIL 100 MIN. * * EMBANKMENT OF DRIVEWAYS WHICH ARE NOT TO BE SURFACED ALL ALL DEPTHS CLASS I (SEE SPECIFICATIONS) FOUNDATION COURSE/ SUBGRADE STABILIZATION -- -- 100 MIN. (SEE SPECIFICATIONS) GRANULAR STRUCTURAL ALL (MSE WALLS, GRANULAR FILL FOR BRIDGES, CULVERTS, ETC.) GRANULAR ALL DEPTHS 100 MIN. OPT. -3% OPT.+3% * MOISTURE AS NECCESARY TO OBTAIN DENSITY (A MOISTURE TARGET VALUE AT MAXIMUM DENSITY SHALL BE ESTABLISHED IN THE FIELD BY THE CONTRACTOR DURING THE COMPACTION PROCESS. THE ACCEPTABLE MOISTURE CONTENT SHALL BE ± 3% OF THE TARGET VALUE.) ** FLYASH TREATED PAVEMENT SUBGRADE WITHIN 12" OF BASE OF PAVEMENT. THE INFORMATION SHOWN ON THESE PLANS REPRESENTS THE PHYSICAL CHARACTERISTICS OF THE MATERIAL AT THE LOCATIONS INDICATED. NO GUARANTEE IS MADE REGARDING THE NATURE OF THE MATERIAL AT POINTS OTHER THAN LOCATIONS SAMPLED. O\OLSSON ASSOCIATES PROJECT NO. SHEET NO. URB -5505(4) 2-K C.N. 42704 SUMMARY OF SOIL AND MATERIALS INFORMATION F C\ O\OLSSON ASSOCIATES PROJECT NO. SHEET NO. URB -5505(4) 2—Al C.N. 42704 1"=20' 0' 10' 20' 40' SCALE IN FEET bG, BALTIMORE AVENUE AERIAL STA. 1+09 TO STA. 5+00 N O OAOLSSON ASSOCIATES PROJECT NO. SHEET NO. URB -5505(4) 2-A2 C.N. 42704 1"=20' 0' 10' 20' 40' SCALE IN FEET BALTIMORE AVENUE AERIAL STA. 5+00 TO STA. 10+50 Itrritg[T["r3,[ .if OkOLSSON ASSOCIATES PROJECT NO. URB -5505(4) C.N. 42704 1" = 20' SHEET NO. 2-A3 0' 10' 20' 40' SCALE IN FEET h‘2'2f c,‘‘,•Ai • : [J•s°°.fl'[ [? LIMITS OF CONSTRUCTION 14144,1,51 ANS/J(4j' CIMMOMP;re.YeregOCCOAT [ 2[J-TytarTa . ''11 ,„422202, atIr or fog:LIMITS OF CONSTRUCTION [ •:-..•222,22[22..r.-[`[912IL'12C---1111T,1 0 BALTIMORE AVENUE AERIAL STA. 10+50 TO STA. 13+81 Lx z L cv 4 CN 1+00 w U w I- 0 0 0 I- co w 6+00 w re 0 0 0 I- U) w 0 10+00 OIOLSSON ASSOCIATES PROJECT NO. URB -5505(4) C.N. 42704 Nan - 1"=50' SHEET NO. 2—H 0' 25' 50' 100' SCALE IN FEET 15+00 BENCHMARK #3 CONTROL POINT #1168 BALTIMORE AVENUE CONTROL POINT 12TH STREET CONTROL POINN TJ93 BENCHMARK #1 BENCHMARK #2 CENTERLINE CONTROL OP.I. STA. 1+00.00 �. BALTIMORE AVENUE NORTHING = 282291.67 EASTING = 2084157.00 OP.I. STA. 14+18.55 Q BALTIMORE AVENUE NORTHING = 283610.19 EASING = 2084148.87 CONTROL POINTS CONTROL POINT #1 ALUMINUM CAP NW COR. SW/4, SECTION 1, T7N, R1OW NORTHING=284935.44 EASTING=2084140.43 EL.=1915.57 CONTROL POINT #93 ALUMINUM CAP NW COR. SW3/4SW1/, SECTION 1, 17N, R1OW NORTHING=283610.19 EASTING=2084148.87 EL.=1917.83 CONTROL POINT #1149 ALUMINUM CAP SW COR. NW%NW/4 SEC. 12, T7N, R1OW NORTHING=280969.94 EASTING=2084162.21 EL.=1920.45 CONTROL POINT #1168 ALUMINUM CAP SW COR. SECTION 1, T7N, R1OW NORTHING=282291.67 EASTING=2084157.00 EL.=1917.72 BENCHMARKS BENCHMARK #1 CHISELED 'X' ON TOP FLANGE BOLT OF FIRE HYDRANT AT THE NORTHEAST CORNER OF 12Th STREET AND BALTIMORE AVENUE. ELEVATION = 1919.79 BENCHMARK #2 PUNCH HOLE ON TOP FLANGE BOLT OF FIRE HYDRANT AT THE SOUTHEAST CORNER OF 13TH STREET AND BALTIMORE AVENUE. ELEVATION = 1922.81 BENCHMARK #3 PUNCH HOLE ON TOP FLANGE BOLT OF FIRE HYDRANT AT THE SOUTHWEST CORNER OF CRESTMOOR DRIVE AND BALTIMORE AVENUE. ELEVATION = 1922.78 BFNCHMARK #4 CHISELED 'X' ON TOP FLANGE BOLT OF FIRE HYDRANT AT THE NORTHWEST CORNER OF 14Th STREET AND BALTIMORE AVENUE. ELEVATION = 1920.02 CONTROL POINT #1 BALTIMORE AVENUE HORIZONTAL CONTROL STA. 1+09 TO STA. 13+81 z 113 v`-) . 01 0 z 6 0 a X (N N N , t`J u. o ;` i. 3 EARTHWORK Total Volume Table Station Cut Area Fill Area Cut Vol Fill Vol Cum Cut Vol Cum Fill Vol Net Vol 1+09.15 43.93 0.00 0.00 0.00 0.00 0.00 0.00 1+25.00 0.00 13.67 12.90 4.01 12.90 4.01 8.88 1+50.00 0.26 7.83 0.12 9.95 13.02 13.97 -0.95 1+75.00 1.68 7.60 0.90 7.14 13.92 21.11 -7.19 2+00.00 2.49 5.88 1.93 6.24 15.85 27.35 -11.49 2+25.00 3.23 7.01 2.65 5.97 18.50 33.31 -14.81 2+50.00 3.34 4.91 3.04 5.52 21.55 38.83 -17.28 2+75.00 4.51 1.61 3.64 3.01 25.19 41.85 -16.66 2+84.00 6.35 0.70 1.81 0.39 27.00 42.23 -15.23 3+00.00 7.96 2.17 4.24 0.85 31.23 43.08 -11.85 3+25.00 7.26 0.97 7.04 1.45 38.28 44.54 -6.26 3+50.00 6.63 1.02 6.43 0.92 44.71 45.46 -0.75 3+75.00 11.49 0.67 8.39 0.78 53.10 46.24 6.86 4+00.00 7.37 1.26 8.73 0.89 61.83 47.13 14.70 4+25.00 8.12 2.03 7.17 1.52 69.00 48.65 20.35 4+50.00 5.58 2.59 6.34 2.14 75.34 50.79 24.55 4+75.00 6.95 3.11 5.80 2.64 81.14 53.43 27.70 5+00.00 9.32 2.86 7.53 2.76 88.67 56.20 32.47 5+25.00 8.12 3.35 8.07 2.87 96.74 59.07 37.67 5+50.00 7.33 3.58 7.15 3.21 103.90 62.28 41.62 5+75.00 10.00 3.69 8.02 3.36 111.92 65.64 46.28 6+00.00 8.08 4.51 8.37 3.79 120.29 69.44 50.85 6+12.00 7.21 7.29 3.40 2.62 123.69 72.06 51.63 6+25.00 0.74 9.51 1.91 4.04 125.60 76.10 49.50 6+50.00 1.43 11.61 1.00 9.77 126.60 85.88 40.73 6+75.00 1.06 10.45 1.15 10.21 127.75 96.09 31.67 7+00.00 1.34 6.83 1.11 8.00 128.86 104.09 24.78 7+25.00 2.09 5.41 1.58 5.66 130.45 109.75 20.70 7+50.00 6.16 5.08 3.82 4.85 134.26 114.60 19.66 7+75.00 6.65 1.74 5.93 3.16 140.20 117.76 22.44 8+00.00 5.35 5.16 5.55 3.19 145.75 120.95 24.80 8+25.00 3.44 8.02 4.07 6.10 149.82 127.05 22.77 8+50.00 1.87 9.50 2.46 8.11 152.27 135.16 17.11 8+75.00 0.80 9.70 1.24 8.89 153.51 144.05 9.46 8+91.00 0.66 7.17 0.43 5.00 153.94 149.05 4.89 9+00.00 0.43 8.49 0.18 2.61 154.12 151.66 2.47 9+25.00 0.17 10.24 0.28 8.68 154.40 160.33 -5.93 9+50.00 1.69 13.44 0.86 10.96 155.27 171.30 -16.03 9+75.00 0.05 16.04 0.81 13.65 156.07 184.94 -28.87 9+89.00 0.00 22.46 0.01 9.98 156.09 194.93 -38.84 10+00.00 0.00 29.80 0.00 10.64 156.09 205.57 -49.48 10+25.00 0.00 23.74 0.00 24.79 156.09 230.36 -74.27 10+50.00 0.34 30.37 0.16 25.05 156.24 255.41 -99.16 10+56.00 0.55 30.77 0.10 6.79 156.34 262.20 -105.86 10+75.00 1.67 32.08 0.78 22.11 157.12 284.31 -127.19 11+00.00 2.13 33.89 1.76 30.54 158.88 314.86 -155.98 11+25.00 1.10 23.55 1.50 26.59 160.38 341.45 -181.07 11+50.00 0.00 20.41 0.51 20.35 160.89 361.81 -200.92 11+75.00 0.38 14.21 0.18 16.03 161.07 377.83 -216.77 12+00.00 0.65 9.15 0.48 10.82 161.54 388.65 -227.11 12+25.00 1.41 5.29 0.95 6.68 162.50 395.33 -232.84 12+40.00 0.48 3.43 0.52 2.42 163.02 397.75 -234.73 12+50.00 0.28 4.22 0.14 1.42 163.16 399.17 -236.01 12+75.00 0.01 6.67 0.14 5.04 163.30 404.21 -240.92 13+00.00 0.03 8.02 0.02 6.80 163.32 411.02 -247.70 13+25.00 0.68 8.09 0.33 7.46 163.65 418.48 -254.83 13+40.00 1.33 4.68 0.56 3.55 164.20 422.02 -257.82 13+50.00 1.35 5.04 0.50 1.80 164.70 423.82 -259.12 13+75.00 0.01 8.73 0.63 6.37 165.33 430.20 -264.86 14+00.00 0.00 0.00 0.01 4.04 165.34 434.24 -268.90 NOTES 1. THE CONTRACTOR WILL BE REQUIRED TO FURNISH BORROW ON THIS PROJECT. EARTHWORK QUANTITIES STATION TO STATION EXCAVATION AVAILABLE (CU. YDS.) EARTHWORK M D IN EMBANKMENTBANK (CU. YDS.) 1+09.15 - 14+00.00 172 425 TOTAL 172 425 GENERAL NOTES O\OLSSON ASSOCIATES 1. LOCATION OF ALL AERIAL AND UNDERGROUND UTILITY FACILITIES MAY NOT BE INDICATED IN THESE PLANS. UNDERGROUND UTILITIES INDICATED OR NOT WILL BE LOCATED AND FLAGGED BY THE UTILITIES AT THE REQUEST OF THE CONTRACTOR. NO EXCAVATION WILL BE PERMITTED IN THE AREA OF THE UNDERGROUND FACILITIES UNTIL ALL SUCH FACILITIES HAVE BEEN LOCATED AND IDENTIFIED TO THE SATISFACTION OF ALL PARTIES. THE EXCAVATION MUST BE ACCOMPLISHED WITH EXTREME CARE IN ORDER TO AVOID ANY POSSIBILITY OF DAMAGE TO THE UTILITY FACILITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES. 2. FOR ADDITIONAL PAVEMENT AND DRIVEWAY DETAILS REFER TO NDOR STANDARD PLANS 301-R10 & 329-R9. 3. THE MAXIMUM JOINT SPACING SHALL BE 12'. 4. CONTRACTOR SHALL PROTECT THE EXISTING SPRINKLER HEADS AND UNES. IF THERE IS A CONFLICT, UNES SHALL BE CAPPED AND THE SPRINKLER HEAD SHALL BE SALVAGED TO THE OWNER. 5. CONTRACTOR SHALL PRESERVE ALL PROPERTY CORNER MONUMENTS. IF THEY ARE DISTURBED DURING CONSTRUCTION THEY SHALL BE RESET BY A REGISTERED LAND SURVEYOR. 6. CONTRACTOR TO PRESERVE ALL SURVEY CONTROL 7. PRIOR TO MOVING OFF SITE THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING A FINAL WALK-THROUGH OF THE PROJECT. 8. THE CONTRACTOR SHALL USE EXTREME CAUTION IN THE AREA OF EXISTING MANHOLES, POLES, AND EXISTING UTILITIES, AND SHALL BE RESPONSIBLE FOR DAMAGES. 9. ALL PIPES SHALL BE BEDDED AS PER NDOR STANDARD PLAN 411-R1. REQUESTING POWER CULVERT PIPE LEGEND TYPE DESCRIPTION 1 RCSP Reinforced Concrete Sewer Pipe 2 RCP Reinforced Concrete Pipe 3 GCCMP Galvanized (zinc) Coated Corrugated Metal Pipe 4 ACCMP Aluminum Coated Corrugated Metal Pipe 5 PCCMP Polymer Coated Corrugated Metal Pipe 6 HDPE -CI High Density Polyethylene (Corrugated Interior) 7 HDPE -SI High Density Polyethylene (Smooth Interior) 8 PVC Polyvinyl Chloride Pipe X LEGEND S r I RCP CMP G w P OH SS PROJECT NO. URB -5505(4) C.N. 42704 SECTION CORNER PROPERTY CORNER POWER POLE GUY WIRE MANHOLE FIRE HYDRANT WATER VALVE GAS VALVE MAILBOX DECIDUOUS TREE EVERGREEN TREE REINFORCED CONCRETE PIPE CORRUGATED METAL PIPE FENCE GAS MAIN WATER MAIN OVERHEAD POWER SANITARY SEWER RIGHT-OF-WAY LINE EASEMENT LINE CENTERLINE SECTION UNE SHEET NO. 2-N1 BALTIMORE AVENUE GENERAL INFORMATION ti 4 4 a 9" CONCRETE PAVEMENT EXISTING PAVEMENT NO. 4 X 18" TIE BARS 0 30" CENTERS TO BE DRILLED AND GROUTED INTO EXISTING SLAB COMBINATION CURB AND GUTTER NOT TO SCALE Q• LONGITUDINAL PIPE BACK OF CURB L BACK COVER 10" GUTTER LINE m w _4- 2'-10" 6'-0" A ANCHOR BAR ANCHOR BAR a` ±-9 spa �y a 3.•y 9 a " <6" aa e a 4 NOTE: THIS WORK AND MATERIAL IS CONSIDERED SUBSIDIARY TO 9" DOWELED CONCRETE PAVEMENT. 7-49" CONCRETE PAVEMENT PLACE 30# FELT PAPER OVER EXISTING BOX CULVERT EXISTING BOX CULVERT PAVEMENT OVER EXISTING BOX CULVERT STA. 1+09 TO 3+00 (-0" 10" r O" NOT TO SCALE S a 8'-6" 8'-6" 17 -0" ANCHOR BAR -\ RIM ELEV.=1917.96 1" NON SHRINK BEDDING GROUT FL ELEV.=1909.59 (FIELD VERIFY) a L-A PLAN VIEW _151 2'-0" BACK COVER -N • • 0 0 0 1'-6 a i V WARP GUTTER 1" \\//\\//\\//\\/N/\ 1 "R Y I 2/ ^ \ i' S // � / 1" PREFORMED EXPANSION JOINT /�Y\/\/\/\\/\�/� FILLER WITH URETHANE SEALANT PROPOSED 5" CONCRETE SIDEWALK QUANTITIES CONCRETE 5.20 C.Y./STA. AREA 1.405 S.F. CONCRETE BARRIER CURB NOT TO SCALE 6'-0" THROAT OPENING 1,-O" co F - EXISTING DRIVE B L A B NEW 6" CONCRETE DRIVE w w oa N> V. 1" PREFORMED '�' O EXPANSION JOINT j 0 FILLER W/URETHANE SEALANT - C, c� z J 0 w w w O\OLSSON ASSOCIATES 1/2" PREFORMED EXPANSION JOINT FILLER W/URETHANE SEALANT NOTES: PROJECT NO. SHEET NO. URB -5505(4) C.N. 42704 1. LENGTH & WIDTH ARE SHOWN ON GEOMETRICS SHEETS. THESE DIMENSIONS SHALL BE FIELD VERIFIED TO MATCH EXISTING. coo l NEW 5" CONCRETE SIDEWALK BACK OF CURB JOINT SEALANT SLOPE a CD 4' MIN. WARP GUTTER 1" PREFORMED EXPANSION MATERIAL SECTION A -A TYPICAL CURB DROP AND DRIVEWAY NOT TO SCALE 4' 2" LIP CURB WIDTH (FIELD VERIFIED) SIDEWALK 2.1t 4' TRANSITION SIDEWALK TO MEET DRIVE (DISTANCE VARIES) SLOPE RISE LESS THAN 6" (8% SLOPE) RISE GREATER THAN 6" (5% SLOPE) j c0 4' MIN. 5,-0" 1'-6" TOP OF CURB 5"I 2'-D" 5" S 1'-6" 5,-0" a L-7 \ MANHOLE STEP 0 1'-6" MAX. SPACING. DEETER NO. 1605, NEENAH NO. R -1981-Y OR APPROVED EQUAL. #4 BARS 0 12" O.C. E.W. EACH FACE (TYP. IN WALLS) 0 10 #4 BARS o 12" O.C. E.W. TOP & BOTTOM #4 DOWELS W/18" LEGS TO MATCH VERTICAL #4 BARS * 5'-8" * FIELD VERIFY DIMENSION BASED ON FIELD LOCATION OF EXISTING PIPE SECTION A -A 10" t J 4 --1 r7 30"�MAX 16" TYP. f CURB INLET @ STA. 13+77 NOT TO SCALE 1 8" 6'-O" SECTION B -B 8 GUTTER LINE 1/4" CHAMFER DETAIL GRIND UPPER CORNER OPTIONAL (SEE CHAMFER DETAIL) SECTION B -B R=RISE DRIVEWAY JO. STRUCTURAL STEEL FOR FACE ARMOR THROAT OPENING WEIGHT (LBS.) 4'—O" 100 6'-0" 129 8'-0" 157 10'-0" 186 12'-0" 215 14'-0" 243 16'-0" 272 C6X13 - FULL LENGTH OF INLET COVER 1,1r (TYP.) RADIUS ALTERNATE OR CHAMFER NOTE FACE ARMOR Na 4 DEFORMED ANCHOR BAR AT 9" CENTER THE COMPLETED FACE ARMOR/ANCHOR BAR ASSEMBLY SHALL BE HOT -DIP GALVANIZED IN ACCORDANCE WITH ASTM A153. 2-N2 BALTIMORE AVENUE GENERAL INFORMATION G z W "O C') 27-i X n CNI cwt 0 N A EXISTING 48" BRICK ARCH STORM SEWER 0 0 Co 0 #4 BARS ® 12" O.C. TO MATCH FLOOR BARS #4 STIRRUPS C� 12" O.C., 1'-6" LAPS ON CORNERS PROPOSED 48" STORM SEWER PIPE 10 * MANHOLE 3 AND 4 ** MANHOLE 1 AND 2 4'-0"* 5°-0"** PLAN VIEW NOT TO SCALE MANHOLE FRAME & COVER DEETER NO. 1930, NEENAH NO. 4370, OR APPROVED EQUAL. CONCRETE ADJUSTMENT ---'— RINGS I I-nzII I 11 Ii l l i1=1i1E -Ill-1 11-111= El 1=1 11E #5 BARS AROUND OPENING TOP & BOTTOM EXISTING 48" BRICK ARCH STORM SEWER 2'-0" OPENING 2" CONSTRUCTION JOINT CLR 10 SEE TOP VIEW OF CONC. MANHOLE LID MORTAR GROUT AS REQUIRED TO ADJUST RING AND COVER TO GRADE CONCRETE PAVEMENT #5 BARS ® 6" 0.C. BOTH WAYS 6" MIN. 1(-111=II-III-Iii= 4'-0"* 5'-0"** W III=til GROUT OR MASTIC =1 I f=1 I 1=1I 11=111=1I1- =III=III= I I Ct #4 BARS @ N�� 12" O.C. E.W. TOP & BOTTOM 6'_8"* 1,-0" #4 STIRRUPS ® 12" O.C. EACH FACE, 1'-6" LAPS ON CORNERS #4 BARS ® 12" 0.C. EACH FACE TO MATCH FLOOR BARS 7'-8"** SECTION A -A SEWER MANHOLE DETAIL NOT TO SCALE PROPOSED 48" STORM SEWER PIPE A ft * MANHOLE 3 AND 4 ** MANHOLE 1 AND 2 #5 BARS 6" O.C., E.W. 2-#5 BARS PLACED A SHOWN (TOP & SOTTO AROUND MANHOLE x 5-4" MANHOLE LOCATION MANHOLE "H" DIM. "Y" DIM. 1 2'-6" (-4" 2 2'-0" 2'-0" 3 2'-6" i 4 2'-6" 3'-4" PI 1 ,) 11■■.....■■■ ■■■■ •iun •'31 l,•... in 0 \\ tin ■,■■•LI CLR 11 ■■."■■■.■■ Y MANHOLE LOCATION MANHOLE "H" DIM. "Y" DIM. 1 2'-6" (-4" 2 2'-0" 2'-0" 3 2'-6" 2'-0" 4 2'-6" 3'-4" CONCRETE MANHOLE LID DETAIL NOT TO SCALE SEE TOP VIEW OF CONC. MANHOLE UD MANHOLE FRAME & COVER DEETER NO. 1930, NEENAH NO. 4370, OR APPROVED EQUAL. CONCRETE ADJUSTMENT RINGS MORTAR GROUT AS REQUIRED TO ADJUST RING AND COVER TO GRADE VARIES CONCRETE PAVEMENT #5 BARS c 6" O.C. BOTH WAYS 4 #5 BARS AROUND OPENING TOP & BOTTOM =I -11111I_I .III -1 I I=1 I I-11 I-1 I I-1 I • 2'-0" OPENING MANHOLE STEP ® 1'-6" MAX. SPACING. DEETER NO. 1605, NEENAH NO. R -1981-Y OR APPROVED EQUAL. CONSTRUCTION JOINT 1=111:=.--111- GROUT OR MASTIC 6'-0" PROPOSED 18" STORM SEWER PIPE EXISTING 48" BRICK ARCH STORM SEWER " #4 BARS ® 12" O.C. EACH FACE TO MATCH FLOOR BARS S C11ON B -B SEWER MANHOLE DETAIL NOT TO SCALE OkOLSSON ASSOCIATES PROJECT NO. URB -5505(4) C.N. 42704 SHEET NO. 2-N3 BALTIMORE AVENUE GENERAL INFORMATION C w c 77, L4. Lx z_ iL IN L(' nl s a cC., #5 BARS MANHOLE TO BE CENTERED IN UD MANHOLE TO BE CENTERED IN LID 10'± (FIELD VERIFY) 2-#5 BARS PLACED AS SHOWN (TOP & BOTTOM AROUND MANHOLES) 10'± (FIELD VERIFY) 2" CLR 9 to #5 BARS fila 6" O.C., E.W. a 0 a a .1a a 1. 1 a a a . . . . . . 3' 6" 2" CLR #5 BARS 6" O.C., E.W. INLET LID DETAIL NOT TO SCALE 2" CLR . q----3 to #5 BARS A REMOVE AND RECONSTRUCT EXISTING MANHOLE UD. SEE DETAIL THIS SHEET MANHOLE LID DETAIL GROUT OR MAS11C NOT TO SCALE 1� 00 t r-- 3' 6" —1 MANHOLE FRAME & COVER DEETER NO. 1052, NEENAH NO. 1565A, OR APPROVED EQUAL. SECTION A -A RIM ELEV.=1917.68 EXIST. TOP OF WALL 1916.98± (FIELD VERIFY) EXISTING MANHOLE WALL RECONSTRUCT MANHOLE @ STA. 2+30 NOT TO SCALE i //////////////////////////////////// A EXISTING 58"x36" ARCH CMP STORM SEWER -H io r'm 10'± EXISTING CONCRETE CURB INLET BOX O4OLSSON ASSOCIATES PROJECT NO. URB -5505(4) C.N. 42704 -H in EXISTING 48" BRICK ARCH STORM SEWER A CONCRETE RINGS OR MORTAR GROUT AS NECESSARY TO ADJUST RING AND COVER TO GRADE REMOVE AND RECONSTRUCT EXISTING CURB INLET LID. SEE DETAIL THIS SHEET cK._ N m REMOVE EXISTING 36" CURB INLET THROAT AND RECONSTRUCT INLET THROAT TO 72" LONG MANHOLE FRAME & COVER DEETER NO. 1030, NEENAH NO. R-1733, OR APPROVED EQUAL. EXISTING 58"x36" ARCH CMP STORM SEWER ///////////////////////////////// //////// CONCRETE RINGS OR MORTAR GROUT AS NECESSARY TO ADJUST RING AND COVER TO GRADE REMOVE AND RECONSTRUCT EXISTING CURB INLET LID. SEE DETAIL THIS SHEET PROPOSED SIDEWALK GROUT OR MAS11C EXISTING INLET WALL MANHOLE FRAME & COVER DEETER NO. 1030, NEENAH NO. R-1733, OR APPROVED EQUAL. EXISTING 48" BRICK ARCH STORM SEWER SECTION B -B a as 4 EXISTING CURB LINE PROPOSED SIDEWALK EXISTING CONCRETE CURB INLET BOX SECTION A -A GROUT OR MASTIC REMOVE EXISTING 36" CURB INLET THROAT AND RECONSTRUCT INLET THROAT TO 72" LONG EXISTING INLET WALL RECONSTRUCT INLET @ STA. 3+03 NOT TO SCALE NOTE: DETAIL BASED OFF OF CITY OF HASTINGS AS -BUILT PLANS. EXISTING 6" SANITARY SEWER SERVICE UNE It " CHAMFER DETAIL GRIND UPPER CORNER OPTIONAL (SEE CHAMFER DETAIL) 11" (T)P.) RADIUS ALTERNATE OR CHAMFER NOTE EXIST. TOP OF WALL 1916.46± (FIELD VERIFY) EXISTING 48" BRICK ARCH STORM SEWER a 4 4 m STRUCTURAL STEEL FOR FACE ARMOR THROAT OPENING WEIGHT (LBS.) 4'-0" 100 6'-0" 129 8'-0" 157 10'-0" 186 12'-O" 215 14'-0" 243 16'-0" 272 C6X13 — FULL LENGTH OF INLET COVER FACE ARMOR SHEET NO. 2-N4 NO. 4 DEFORMED ANCHOR BAR AT 9" CENTER THE COMPLETED FACE ARMOR/ANCHOR BAR ASSEMBLY SHALL BE HOT—DIP GALVANIZED IN ACCORDANCE W'7H ASTM A153. BALTIMORE AVENUE GENERAL INFORMATION T v 77 77 C n- n_ (N L 2 a s z N n %0 N cN v - 0ti o(N CI C / C �L DETOUR M4-8-30 SOUTH M3-3-30 BALTIMORE AVENUE DETOUR M4-8-30 SOUTH M3-3-30 BALTIMORE AVENUE M6-3-21 Wt -6L-21 W20 -3A-48 DETOUR M4-8-30 SOUTH M3-3-30 BALTIMORE AVENUE W1 -6R-21 O\OLSSON ASSOCIATES PROJECT NO. SHEET NO. URB -5505(4) 2-P1 W20-24-48 W20 -2A-48 14TH STREET ROAD CLOSED R11.2.48 CDETOUR M4 -10L-48 DETOUR M4-8-30 NORTH M3-1-30 BALTIMORE AVENUE HILL STREET W20 -3k48 CRESTMOOR DRIVE ROAD CLOSED R11-2-48 W20 -1F-48 W1 -6L-21 I C.N. 42704 NOT TO SCALE LEGEND: %/i CONSTRUCTION DETOUR SIGN BARRICADE PHASE 1: PHASE 1 CONSTRUCTION INCLUDES THE WEST HALF OF BALTIMORE AVENUE FROM 12TH STREET TO 14TH STREET. THE EAST HALF OF BALTIMORE AVENUE WILL REMAIN OPEN TO NORTHBOUND LOCAL TRAFFIC WHILE THE WEST HALF IS UNDER CONSTRUCTION. BALTIMORE AVENUE DETOUR INCLUDES 14TH STREET, BURLINGTON AVENUE AND 12TH STREET. 13TH STREET W20-34-48 ROAD CLOSED LOCAL TRAFFIC ONLY R11-4-48 WESTWOOD TERRACE ROAD CLOSED R11.2-48 12T1-1 STREET SUMNER STREET ROAD CLOSED LOCAL TRAFFIC ONLY R11-4-48 DETOUR M4-8-30 SOUTH M3-3-30 BALTIMORE AVENUE DETOUR > M4-IOR-48 WI -6R-21 O O W20 -2k48 DETOUR W20 -2A-48 DETOUR M4-8-30 M4-8-30 NORTH M3-3-30 BALTIMORE AVENUE M6-3-21 NORTH M3-1-30 BALTIMORE AVENUE W1 -6R-21 W20 -3A-48 DETOUR M4.8.30 NORTH M3.1-30 BALTIMORE AVENUE W1 -6L-21 BALTIMORE AVENUE - PHASE 1 PHASING - TRAFFIC CONTROL BALTIMORE AVENUE L.Y LC L) ..L w 2 DETOUR M4-8-30 SOUTH M3-3-30 BALTIMORE AVENUE DETOUR M4-8-30 SOUTH M3-3-30 BALTIMORE AVENUE CAOLSSON ASSOCIATES M6-3-21 W1 -6L-21 W20 -3A-48 DETOUR M4-8-30 SOUTH M3-3-30 W20-24-48 S W20 -2A-48 14TH STREET ROAD CLOSED LOCAL TRAFFIC ONLY R1I-4-48 CDETOUR M4 -10L-48 BALTIMORE AVENUE WI -6R-21 ••... 'S• i iii X DETOUR M4.8-30 NORTH M3.1.30 BALTIMORE AVENUE HILL STREET W20 -1F-48 CRESTMOOR DRIVE ROAD CLOSED LOCAL TRAFFIC ONLY R11-4-48 w D z Lai 0 —J m W20-34-48 ROAD CLOSED W1 -6L-21 PROJECT NO. SHEET NO. URB -5505(4) 2-P2 C.N. 42704 NOT TO SCALE LEGEND: // CONSTRUCTION DETOUR SIGN BARRICADE PHASE 2: PHASE 2 CONSTRUCTION INCLUDES THE EAST HALF OF BALTIMORE AVENUE FROM 12TH STREET TO 14TH STREET. THE WEST HALF OF BALTIMORE AVENUE WILL REMAIN OPEN TO SOUTHBOUND LOCAL TRAFFIC WHILE THE EAST HALF IS UNDER CONSTRUCTION. BALTIMORE AVENUE DETOUR INCLUDES 14TH STREET, BURLINGTON AVENUE AND 12TH STREET. 13TH STREET R11-2-48 ROAD CLOSED LOCAL TRAFFIC ONLY RII-4-48 W20 -1F-48 SUMNER STREET ROAD CLOSED RI1-2-48 DETOUR M4 -10R-48 DETOUR M4-8-30 SOUTH M3-3-30 BALTIMORE AVENUE WI -6R-21 12TH STREET 12TH STREET W20 -2A-48 DETOUR M4-8-30 NORTH M3-3-30 BALTIMORE AVENUE M6-3-21 DETOUR W20 -2A-48 M4-8-30 NORTH M3-1-30 W1 -6R-21 W20 -3A-48 DETOUR M4-8-30 NORTH M3-1-30 BALTIMORE AVENUE W1 -6L-21 BALTIMORE AVENUE - PHASE 2 PHASING - TRAFFIC CONTROL o •L 0 C♦ S. ROAD CLOSED LOCAL TRAFFIC ONLY RI1-4-48 I- 1+00 LU N i 2+00 3+00 1213 N. BALTIMORE AVENUE 4+00 5+00 1503 WESTWOOD TERRACE 7+00 ROAD CLOSED R1I-2-48 1504 WESTWOOD TERRACE 8+00 1303 N. BALTIMORE AVENUE I I 4%.'1 aNt a 1 1/4X .vst ‘WX, WC, 4w *NANNAVWWX-7 \tX <. 1/4 BALTIMORE AVENUE 9+00 1307 N. BALTIMORE AVENUE 10+00 PHASE 1 GENERAL NOTES: 1. CONSTRUCTION OF STORM SEWER, ROADWAY AND SIDEWALK FOR THE WEST HALF OF BALTIMORE AVENUE FROM STATION 1+09 (12TH STREET) TO 13+81 (14T11 STREET) 2. THE EAST HALF OF BALTIMORE AVENUE SHALL REMAIN OPEN TO LOCAL NORTHBOUND TRAFFIC. PARKING FOR AREA RESIDENTS SHALL BE PERMITTED ON THE EAST SIDE OF BALTIMORE AVENUE. ROAD CLOSED 11+00 R11-2-48 1504 CRESTMOOR DRIVE N 1414 W. 12TH STREET 1210-1226 N. BALTIMORE AVENUE 1236 N. BALTIMORE AVENUE 1242 N. BALTIMORE AVENUE 1246 N. !, BALTIMORE! AVENUE ROAD CLOSED LOCAL TRAFFIC ONLY R11-4-48 I / I 12+00 1333 N. BALTIMORE AVENUE O4OLSSON ASSOCIATES 13+00 1341 N. BALTIMORE AVENUE PROJECT NO. URB -5505(4) C.N. 42704 MEET NO. 2—P3 1 = 50° 0' 25' 50' 100' SCALE IN FEET xtxt‘ wt.X.sle 13TH STREET 1302 N. BALTIMORE AVENUE 1308 N. BALTIMORE AVENUE 1314 N. BALTIMORE AVENUE 1318 N. BALTIMORE AVENUE 1322 N. BALTIMORE AVENUE 1328 N. BALTIMORE AVENUE 1340 N. BALTIMORE AVENUE 1342 N. BALTIMORE AVENUE 1346 N. BALTIMORE AVENUE r 15+C ROAD CLOSED R11-2-48 BALTIMORE AVENUE PHASE 1 PHASING PLAN STA. 1+09 TO STA. 13+81 r✓ a � ni C) d N' NjN (N _ J Z- < c r`ti J :G CLU LT: X 3 2 1 � N N N-, N - Cr. U w L G CS V- CM 0 2+00 3+00 1213 N. BALTIMORE AVENUE 4+00 5+00 1503 WESTWOOD TERRACE W 0 W H C 0 O 6+00 W ROAD CLOSED LOCAL TRAFFIC ONLY R11.4-48 7+00 1504 WESTWOOD TERRACE 8+00 1303 N. BALTIMORE AVENUE 9+00 1307 N. BALTIMORE AVENUE 10+00 PHASE 2 GENERAL NOTES: 1. PHASE 2A CONSTRUCTION TO INCLUDE STORM SEWER, ROADWAY AND SIDEWALK FOR THE EAST HALF OF BALTIMORE AVENUE FROM STATION 1+09 (12TH STREET) TO 2+70 AND STATION 2+98 TO 13+81 (14TH STREET) AND SOUTH DRIVEWAY CONSTRUCTION AT 1414 WEST 12TH STREET. 2. PHASE 2B CONSTRUCTION TO INCLUDE ROADWAY AND DRIVEWAY CONSTRUCTION FROM STATION 2+70 TO 2+98. HIGH EARLY CONCRETE SHALL BE USED TO LIMIT DRIVEWAY CLOSURE TO 3 DAYS. 3. THE WEST HALF OF BALTIMORE AVENUE SHALL REMAIN OPEN TO LOCAL SOUTHBOUND TRAFFIC. PARKING FOR AREA RESIDENTS SHALL BE PERMITTED ON THE WEST SIDE OF BALTIMORE AVENUE. 4. THE BUSINESS AT 1414 WEST 12TH STREET SHALL MAINTAIN ONE DRIVEWAY OPEN AT ALL TIMES. ANY DRIVEWAY CLOSURE AT THIS LOCATION SHALL BE LIMITED TO 3 DAYS. ROAD CLOSED LOCAL TRAFFIC ONLY 11+00 12+00 OkOLSSON ASSOCIATES ii 0 CN. r_ fTh 1+00 1+09.15 46.88' LT 2+00 3+00 I- 1+28.48 CN 29.05' RT 1+21.11 28.03' RT 1+17.80 34.01' RT 1+16.13 43.01' RT 1+27.48 22.05' RT 1+33.46 19.20' RT 0 N r0 N 0) BALTIMORE AVENUE 0 0' rN N + + + 4+00 o0 Cri N N in 0 rn 10 25.0' RADIUS R.P. STA.: 1+40.44 P.C. STA.: 1+40.44 P.T. STA.: 1+15.44- 0 25.0' RADIUS R.P. STA.: 1+41.13 P.C. STA.: 1+41.13 P.T. STA.: 1+16.13 - 43.00' LT - 18.00' LT 43.04' LT - 43.00' RT - 18.00' RT - 43.01' RT 5+00 5+69.10 62.82' LT 5+64.34 52.76' LT I 5+63.89 _ 24.10° LT N + WESTWOOD TERRACE O1OLSSON URB -5505(4) 6+00 6+07.04 30.60' LT 5+68.28 31.12' LT ASSOCIATES C.N. 42704 6+05.29 62.71' LT \,./_ 6+10.33 52.78' LT 0 a) m + PROJECT NO. SHEET NO. 2-L1 1"-20' 0' 10° 20' 40° SCALE IN FEET 6+11.64 23.69' LT 0 Ui N 1+32.52 29.09' RT 1+36.60 29.15' RT 1+36.54 33.10' RT J 1+09.15 57.01' RTN 1+16.13 57.01' RT 1+28.51 33.06' RT 1+32.54 33.08' RT 1+32.56 37.08' RT 1+28.54 36.99' RT 18 3' ft - REEF E-10074 �'. BALTIMORE AVENUE GEOMETRICS STA. 1+09 TO STA. 5+00 CN c o oL • C9 o G O 0 L. 6,2.; C C: li 'y G J ccry L ` .L (V o :N L d 0 5+00 5+69.10 62.82' LT 5+64.34 52.76' LT 1 _L I I OV1 5+63.89 24.10' LT WESTWOOD TERRACE 6+00 6+07.04 30.60' LT 5+68.28 31.12' LT 6+05.29 62.71' LT 6+10.33 52.78' LT ® `I 7+00 R 14.0' -- d 6.3' 8+00 6+11.64 23.69' LT 0 U) N + N C0 + io N • I M O N + + /6.0° } \ O 0 co 7+94.31 28.72' LT 7+97.31 28.57° LT 7+29.43 7+95.64 29.04' RT 28.08' RT I ---19.0'----I 9.5' 0 r t 7+29.38 J®II- 32.87' RT 7+46.21 7+93.40 29.06° RT 34.08' RT 7+53.15 28.14' RT 20.0' RADIUS R.P. STA.: 5+49.50 P.C. STA.: 5+49.50 P.T. STA.: 5+69.50 20.0' RADIUS RP STA.: 6+25.62 PC STA.: 6+25.62 PT STA.: 6+05.62 - 38.00' LT - 18.00' LT - 38.32' LT - 38.00' LT - 18.00' LT - 37.76' LT 20.0' RADIUS R.P. STA.: 7+35.75 P.C. STA.: 7+35.75 P.T. STA.: 7+55.75 - 38.00' RT - 18.00' RT - 37.57' RT 20.0' RADIUS R.P. STA.: 8+13.01 - P.C. STA.: 8+13.01 - P.T. STA.: 7+93.02 20.0' RADIUS R.P. STA.: 9+41.83 P.C. STA.: 9+41.83 P.T. STA.: 9+61.82 - 38.00' RT 18.00' RT - 37.58' RT - 38.00' LT - 18.00' LT 38.36' LT 20.0' RADIUS R.P. STA.: 10+17.89 P.C. STA.: 10+17.89 P.T. STA.: 9+97.89 9+00 BALTIMORE AVENUE 8+02.64 29.09' RT + - 38.00' LT - 18.00' LT - 37.86' LT 9+61.45 58.86' LT 9+56.94 48.83' LT r N W ro+ CRESTMOOR DRIVE O\OLSSON ASSOCIATES PROJECT NO. SHEET NO. 10+00 I41 I 9+99.27 30.68' LT 401. 9+60.60 31.11' LT 9+56.25 _ 24.15' LT 9+97.64 59.12' LT VI -10+02.68 V 49.15' LT 10+03.84 23.76' LT N O O URB -5505(4) C.N.-42704 1"=20' 2-L2 10' 20' SCALE IN FEET 8+19.14 29.10' RT 7+45.38 33.06' RT 7+45.48 J 53.06' RT 7+49.34 53.08' RT 7+55.38 34.16' RT 7+49.32 33.10' RT 7+99.05 33.08' RT 7+55.99 49.06' RT F- F - 00 H00 2 H M r 8+19.09 33.01' RT 8+03.09 32.93' RT 8+02.94 52.93' RT 7+98.95 52.91' RT 7+92.79 48.26' RT 30.2' 11.2' 40' BALTIMORE AVENUE GEOMETRICS STA. 5+00 TO STA. 10+50 CN 9+61.45 58.86' LT 9+56.94 48.83' LT CRESTMOOR DRIVE 10+00 9+99.27 30.68' LT 9+97.64 59.12' LT 10+02.68 49.15' LT 11+00 r15.81 12+00 12+28.94 25.97' LT 12+27.63 24.00' LT r16.4' -j 13+00 13+84.80 22.37' LT 13+80.88 21.58' LT 20.1' 13+70.89 24.00' LT 9+56.25 _ 24.15° LT 9+60.60 31.11' LT co 10+03.84 23.76' LT + + + + N O N CO �Y 00 05 to 00 O d- O tri r`) O N U) N In BALTIMORE AVENUE a).- In Lri 4Cfl n + ++ + N O O OAOLSSON ASSOCIATES 14+00 13+80.87 18.00' LT 11.7' 11.2' 11 8' 10.0' 21.8' 13.4' F-- 10.1' 13+80.89 18.00' RT 14TH STREET PROJECT NO. URB -5505(4) C.N. 42704 SHEET NO. 2-L3 1"=20' 10' 20' 40' SCALE IN FEET BALTIMORE AVENUE GEOMETRICS STA. 10+50 TO STA. 13+81 0 cl 0 Q lb J c n n rn v N C. J, C s C y. - 0 J r: N 1+00 2+00 12TH STREET �#4' N6 - 16 . X- 19 4;1' (;) �^ 16• Co• ,�6• p. X 0 6.5 125' _ 13' A 6 6 13 A• ict FAQ z. 9\ 6 ME .!W co °� 61 h� A - Ri\ 1C). 4,, 6 c X66 NV N` 9' X °OX 16`.L o9 OAF. AN h �k 3+00 4+00 5+Q0 N A • A. 6A) 4) Off' BALTIMORE AVENUE ti� ary >t• <6 <9 a6 4? 6 N6. es O\OLSSON ASSOCIATES PROJECT NO. URB -5505(4) C.N. 42704 SHEET NO. 2-L4 w U cc w H 0 0 0 H co w 6+00 4et, e9 43 10' _ 20' SCALE IN FEET 20' 111' N°)06 (160 d 6?34Y qr qr 03* 64 A A tih 0�V �j S3. rl� �R1� pdile �q l!� t?�� 4, O�� 6" INTEGRAL CURB CONCRETE PAVEMENT THEORETICAL TOP OF SLAB AT BACK OF CURB LEGEND TC TOP OF CURB ELEVATION GUT GUTTER UNE ELEVATION ME MATCH EXISTING ELEVATION LONGITUDINAL JOINT LINE TRANSVERSE JOINT UNE 88.50 ADD 1900 TO ALL ELEVATIONS TO ESTABLISH TRUE ELEVATION, UNLESS OTHERWISE NOTED. BASED ON NAVD 88 VERTICAL DATUM. NOTE: ELEVATION SHOWN ARE TOP OF SLAB. BACK OF CURB ELEVATIONS ARE THEORETICAL TOP OF SLAB, UNLESS OTHERWISE NOTED. ELEVATIONS ARE SHOWN AT 25 FOOT INTERVALS AS MEASURED ALONG THE ROADWAY g. !I PC 'E!P{''� F Oramn 4 E-100RIF7 BALTIMORE AVENUE JOINTS & GRADES STA. 1+09 TO STA. 5+00 'N N 0 z `L .Y oU Q - N Cc CV c 4 iJ a Er Z 0 (N N - f o _ 'N I- Czi 5+00 Opo 0 cC 0 0 H H w 600 �� 4) to•4' No• moo• ro• on' e•t o' H 1;,51 p1 00 I 1 6 " 60 Kor I ^1V0. I 1e" C. 10' 10' 8' } 10 �I 10' 8' 10' ! •10' —I— 7 -1—-fi— — r- —� 1---f 0 61 6i p o ti ^� CO I N� $cy0 I �0 ;`� I 1 I I I I I I o 1 re)-11—DO 1,,16`° I ch.06 /r 4 5 X00 7+00 ' c1 `y0 co . �O 8+00 +F' 4, oti 6) X ---0c 606 -- 0. O• O• N�O 1 q3 y� �L°'rh tyo 3 ;1213/ O �0 ..9' 0• �0' �0• t '� 1 I uoI 1 I 6°) AN �� 1 p I P I 1 6h 6N h6 kh CP I15 I ;tio 1 ! ^ l,�0 1 I 4ry0 do ;c� p'I BALTIMORE AVENUE —1_o'' 1 10' A 81_ 10" + 10' 1_8' o' L-_ 10 J �O .1).3—t S~ IA �I A 1 I ,cyo 00 ;P9. oI- ;1 -1 xP • aQo 4o �4 4) P. 4) I I ty to 0• ebN t I 1 o qoI ^1 1 = J o°` I 7;,1 9+00 46 tO 16 7 o• 10' w > 2 aw 00 1-- 0 0 �4' w 94' re' 0 x—T—x—T co O 4e:: C ] I 1 1 I I N0: o• O'shOLSSON A S SOCI ATES PROJECT NO. URB -5505(4), C.N. 42704 SHEET NO. 2-L5 l I 60l 01<? I Ns 6—'S �0 o• '. 1 moI 1 R21 ` A. 6. _ 10-1 >0' I 8' 110' 110 ‘Q! 8' I 10' lo' o°c o` 1 I ciP o I A% A'` 66 3 0• n0• 1 1 106.1 I I �r`O6' Imo' 10. " — 20' 1 10' 20' 40' SCALE IN FEET 1 II 1 I 1 1 1 �1 I 66 —4T j I 4 - 1 j b x ti 14, ^X _44 fix �o F. IIit' pl045)I CO x I x x A 13TH STREET 6" INTEGRAL CURB CONCRETE PAVEMENT THEORETICAL TOP OF SLAB AT BACK OF CURB '•9 2 4 TC GUT ME .99 LEGEND eo �o 75 • 2s TOP OF CURB ELEVATION GUTTER LINE ELEVATION MATCH EXISTING ELEVATION LONGITUDINAL JOINT LINE TRANSVERSE JOINT LINE 88.50 ADD 1900 TO ALL ELEVATIONS TO ESTABLISH TRUE ELEVATION, UNLESS OTHERWISE NOTED. BASED ON NAVD 88 VERTICAL DATUM. NOTE: ELEVATION SHOWN ARE TOP OF SLAB. BACK OF CURB ELEVATIONS ARE THEORETICAL TOP OF SLAB, UNLESS OTHERWISE NOTED. ELEVATIONS ARE SHOWN AT 25 FOOT INTERVALS AS MEASURED ALONG THE ROADWAY Q.. 44. P0002oo?�c� BALTIMORE AVENUE JOINTS & GRADES STA. 5+00 TO STA. 10+50 011-2322_PHYDR 2322_PBASE C 4- (w DN sQ GO 11 Iw N D N O C, -o LUw p O N I_ N N 0 r 0 N z O 0 _O _5vi Ct C w i X /x z iE N O- N M (NI o`r oN N N U .0 06 O N 0 T —C •UJ a 0 im 9+00 cn 0 0 F- I) ger 11+00 I cool got o',� I 11/4 'De).I al R,i to -x -7—x -T— , I --r 10' 18' 110' 110 8' I W' 10' `i 0 uo --1—----r—r— o� ®\ I o� ° 10 1` 00 I I I I I I I I I I et4 4P 12+00 OP 4,Ngb- q CO 13+00 6 Dry , 61 4. �6 ,,,`y �1. ,\• 1 coo .0 ite 24 4) 00 V a. 1`b ti 4, 402�2 00kt• 6" INTEGRAL CURB CONCRETE PAVEMENT 10 t°' cb• to— n 4> ex NI. tib Ng#. - X92. #��. BALTIMORE AVENUE THEORETICAL TOP OF SLAB AT BACK OF CURB 4fe TC TBC GUT ME LEGEND O\LOLSSON ASSOCIATES PROJECT NO. SHEET NO. URB -5505(4) 2-L6 C.N. 42704 14+00 TOP OF CURB ELEVATION TOP OF BARRIER CURB ELEVATION GUTTER UNE ELEVATION MATCH EXISTING ELEVATION LONGITUDINAL JOINT LINE TRANSVERSE JOINT UNE 88.50 ADD 1900 TO ALL ELEVATIONS TO ESTABLISH TRUE ELEVATION, UNLESS OTHERWISE NOTED. BASED ON NAVD 88 VERTICAL DATUM. NOTE: ELEVATION SHOWN ARE TOP OF SLAB. BACK OF CURB ELEVATIONS ARE THEORETICAL TOP OF SLAB, UNLESS OTHERWISE NOTED. ELEVATIONS ARE SHOWN AT 25 FOOT INTERVALS AS MEASURED ALONG THE ROADWAY Q. 14TH STREET = 20' 0' 10' 20' SCALE IN FEET BALTIMORE AVENUE JOINTS & GRADES STA. 10+50 TO STA. 13+81 N N c Z= cr. LI` EN N� iii E .. IU x z E N NEN N C; iv cv Or ;o if; EN m_ = o EN t_ m C H rC 0 BUILD CURB INLET, PLAN 443—R9 NO. STA. SIDE RIM ELEV. FL ELEV. X DIM. Y DIM. A DIM. C.Y. CONCRETE LBS. REINF. STEEL 1 1+87.5 18' RT 1917.45 1913.53 3.92' 6.00' 2'-8" 2.43 175 8 1+16 48.5' RT 1917.41 1913.49 3.92' 6.00' 2'-8" 2.43 175 O BUILD STORM SEWER PIPE NO. SIZE LENGTH SLOPE TYPE DESCRIPTION 1 15" 10' 0.50% 1,7 OR 8 CURB INLET 1 FL=1913.53 TO TAP EXISTING STRUCTURE 1 FL=1913.50 PLAN 411-R1 9 15" 38' 0.50% 1,7 or 8 CURB INLET 8 FL=1913.49 TO TAP EXISTING STRUCTURE 3 FL=1913.33 PLAN 411-R1 Q TAPPING EXISTING STRUCTURE, PLAN 428—R3 NO. STA. SIDE EA 1 1+87.5 14' RT 1 3 1+23 14' RT 1 P—OH 12TH STREET I I I1 I Z > I 2+00 EXISTING R.O.W. abandoned gas ,t1 c P 0 — "J SWR i It II ti IIti n PROTECT FIRE HYDRANT S' POWER POLE & GUY TO BE RELOCATED BY OTHERS PROTECT TREE REMOVE STORM SEWER PIPE F STA. SIDE LF 1+23 RT 8 REMOVE CURB INLET STA. SIDE EA 1+23 25' RT 1 3+00 RECONSTRUCT INLET, SHEET 2—N STA. SIDE EA 3+03 20' LT 1 RECONSTRUCT MANHOLE, SHEET 2—N STA. SIDE EA 2+30 25' LT 1 4+00 TEMPORARY CONSTRUCTION EASEMENT PROTECT POWER POLE BALTIMORE AVENUE n' P OH HO d LIMITS OF CONSTRUCTION „W PROTECT TREE 1 PROTECT TREE TEMPORARY CONSTRUCTION EASEMENT - \._ LIMITS OF CONSTRUCTION k-' fit H0 -a- 11:) Nl SV _, POWER POLE & GUY EXISTING R.O.W.- TO BE RELOCATED BY OTHERS SV0 t 5+00 OkOLSSON ASSOCIATES aMS r„— Water Se 7773— _i 79 SVO SVD - SV9 abandoned ace IMS n J c J CC PROJECT NO. SHEET NO. URB -5505(4) 2-L7 C.N. 42704 0' 10' 20' 40' SCALE IN FEET BALTIMORE AVENUE DRAINAGE PLAN STA. 1+09 TO STA. 5+00 N j `, oc. Z -o r 0 7z Cl_ oLi L>< 1.X z h- "7, r.4 N. C ov, L r'. a Tr 5+00 , 0 BUILD CURB INLET, PLAN 443-R9 NO. STA. SIDE RIM ELEV. FL ELEV. X DIM. Y DIM. A DIM. C.Y. CONCRETE LBS. REINF. STEEL 2 5+69 46' LT 1919.64 1915.72 3.92' 6.00' 2'-8" 2.43 175 3 6+06 46' LT 1919.64 1915.00 4.64' 6.00' 2'-8" 2.71 180 4 9+62 47' LT 1919.50 1915.58 3.92' 6.00' 2'-8" 2.43 175 5 9+98 47' LT 1919.64 1914.49 5.15' 6.00' 2'-8" 2.90 184 0 BUILD STORM SEWER PIPE NO. SIZE LENGTH SLOPE TYPE DESCRIPTION 2 48" 54' 0.27% 1 MANHOLE 1 FL=1911.47 TO MANHOLE 2 FL=1911.33 PLAN 411-R1 3 15" 39' 2.00% 1,7 OR 8 CURB INLET 2 FL=1915.72 TO CURB INLET 3 FL=1915.00 PLAN 411-R1 4 18" 26' 2.00% 1,7 OR 8 CURB INLET 3 FL=1915.00 TO MANHOLE 2 FL=1914.56 PLAN 411-R1 5 48" 51' 0.27% 1 MANHOLE 3 FL=1910.57 TO MANHOLE 4 FL=1910.44 PLAN 411-R1 6 15" 39' 3.00% 1,7 OR 8 CURB INLET 4 FL=1915.58 TO CURB INLET 5 FL=1914.49 PLAN 411-R1 7 18" 31' 4.00% 1,7 OR 8 CURB INLET 5 FL=1914.49 TO MANHOLE 4 FL=1913.56 PLAN 411-R1 0 I- 0,- 0 6+00 °,h 7+00 ❑ BUILD STORM SEWER MANHOLE, SHEET 2-N NO. STA. SIDE FL ELEV. RIM ELEV. H DIM. 1 5+61 22' LT 1911.47 1919.33 7.86' 2 6+16 21' LT 1911.33 1919.65 8.32' 3 9+54 21' LT 1910.57 1919.46 8.89' 4 10+05 21' LT 1910.44 1919.26 8.82' 8+00 9+00 OIOLSSON ASSOCIATES ?AAC n 10+00 PROJECT NO. SHEET NO. URB -5505(4) 2-L8 C.N. 42704 1"=20' 0' 10' 20' 40' SCALE IN FEET eMS 21MS Water Service b`ra`e Scrrce PROTECT TREES- PROTECT TREES PROTECT POWER POLE TEMPORARY CONSTRUCTION EASEMENT LIMITS OF CONSTRUCTION EXISTING R.O.W. PROTECT FIRE HYDRANT 8"W M„B \ \ \riskaseerraratt:11 �h 3 J_ 5' x _ Box Culvert abandoned gas BALTIMORE AVENUE abandoned gas - t CA M -TEMPORARY CONSTRUCTION EASEMENT ---!t" Sb• ' .f, LU T 5 x 8' Box Culvert 0 Ho-adandoned mite (frit obundoneJ vit. HO -d HO -d GA 0! LIMITS OF CONSTRUCTION EXISTING R.O.W. PROTECT TREE PROTECT FIRE 1 HYDRANT TEMPORARY CONSTRUCTION EASEMENT r I SVJ `7 I 'POWER POLE TO > BE RELOCATED JBY OTHERS I I PROTECT TREES1 * REMOVE STORM SEWER PIPE %%/, STA. SIDE LF 5+59 - 6+18 22' LT *59 9+52 - 10+07 21' LT *55 * EXISTING 48" BRICK ARCH PIPE REMOVE CURB INLET STA. SIDE EA 5+63 22' LT 1 6+14 21' LT 1 9+56 24' LT 1 10+04 24' LT 1 z U) POWER POLE TO BE RELOCATED BY OTHERS N 13TH STREE a./AJas > U) TEMPORARY CONSTRUCTION EASEMENT POWER POLE & GUY TO BE RELOCATED BY OTHERS VOIr- SVO POWER POLE TO BE RELOCATED BY OTHERS > ,f PROTECT TREES s � T c > PROTECT TREES BALTIMORE AVENUE DRAINAGE PLAN STA. 5+00 TO STA. 10+50 X z CV N N LiG N N _, N Ci = ratOo N 4 C ----^ 4-' — 10+00 icier S._. -:,;i'. 0 BUILD CURB INLET, PLAN 443—R9 NO. STA. SIDE RIM ELEV. FL ELEV. X DIM. Y DIM. A DIM. C.Y. CONCRETE LBS. REINF. STEEL 6 13+57 18' RT 1918.10 1912.60 5.50' 6.00' 2'-8" 3.04 186 0 BUILD CURB INLET, SHEET 2—N NO. STA. SIDE RIM ELEV. FL ELEV. X DIM. Y DIM. EA 7 13+77 18' LT 1917.96 1909.59 8.37' 6.00' 1 O BUILD STORM SEWER PIPE NO. SIZE LENGTH SLOPE TYPE DESCRIPTION 8 15" 13' 4.00% 1,7 OR 8 CURB INLET 6 FL=1912.60 TO TAP EXISTING STRUCTURE 2 FL=1912.29 PLAN 411-R1 0 TAPPING EXISTING STRUCTURE, PLAN 428--R3 NO. STA. SIDE EA 2 13+77 10' RT 1 11+00 I I 12+00 PROTECT POWER POLE & GUY WIRE a ti 13+00 14+00 O\OLSSON ASSOCIATES PROJECT NO. SHEET NO. URB -5505(4) 2-L9 1 C.N. 42704 1"=20' 0' 10' 20' 40' SCALE IN FEET EXISTING R.O.W. TEMPORARY CONSTRUCTION EASEMENT LIMITS OF CONSTRUC110N n TEMPORARY CONSTRUCTION EASEMENT PROTECT TREE PROTECT LANDSCAPING -- � By? _ Byr; =VC. Sy:) Sy? Sy? SIS SVS 48" Brick Arch Storm Sewer 'rad gas rt arci aracd gas X abondoned gas 41001=1,111,- BALTIMORE AVENUE wC� +. ,.. �.. I _ _._._ -- T __ 5 x 8' Box Culver —_.- a^ ardr a HO—d HO—d it LV? POWER POLE & GUY TO BE RELOCATED BY OTHERS 1� j :II- S 1 s m IS I 1, SVS LVHI .VO SVS svAa 111; PROTECT TREES POWER POLE TO BE RELOCATED BY OTHERS POWER POLE TO BE, RELOCATED 1) BY OTHERS EXIS11NG R.O.W LIMITS OF CONSTRUCTION PROTECT TREE 1 Ib I iy BALTIMORE AVENUE DRAINAGE PLAN STA. 10+50 TO STA. 13+81 REMOVE STORM SEWER PIPE V///, STA. SIDE LF 13+75 - 13+79 20' LT 4 POWER POLE TO BE, RELOCATED 1) BY OTHERS EXIS11NG R.O.W LIMITS OF CONSTRUCTION PROTECT TREE 1 Ib I iy BALTIMORE AVENUE DRAINAGE PLAN STA. 10+50 TO STA. 13+81 O O Z C (V -' 0 s G, rTh 0 L X LCis (v a �Lit Ni.. CJ C\ i 0 NI 3. F- J 1 +00 BUILD 9" DOWELED CONCRETE PAVEMENT PLAN 329-R9 COI STA. TO STA. SIDE SQ. YDS 1+09 - 5+00 LT & RT 1589 BUILD 9" DOWELED H.E. CONCRETE PAVEMENT, PLAN 329-R9 STA. TO STA. SIDE SQ. YDS. 2+70 - 2+98 RT 56 BUILD COMBINATION H.E. CONCRETE CURB AND GUTTER, SHEET 2-N STA. TO STA. SIDE L.F. 1+16 147' RT - 189' RT 42 2+00 BUILD 6" CONCRETE DRIVEWAY SHEET 2-N SHEET 2-N %/ rom STA. STA. SIDE SQ. YDS 2+81 LT 21 3+25 - 5+00 RT 221 3+72 LT 85 BUILD 6" H.E. CONCRETE DRIVEWAY SHEET 2-N %/ -- ..4 STA. SIDE SQ. YDS. 1+30 163' RT 104 2+84 RT 29 3+00 BUILD 5" CONCRETE SIDEWALK PLAN 301-R10 -- ..4 STA. SIDE SQ. YDS 1+15 - 2+71 LT 112 1+18 - 1+37 RT 19 1+32 180' RT 3 2+90 - 3+56 LT 42 3+20 RT 6 3+87 - 5+00 LT 79 BUILD CURB RAMP, PLAN 303-R2 STA. SIDE WARNING PANELS (SF) TYPE 1+20 RT 8 A 1+24 LT 12 D 1+30 RT 8 A *CONCRETE CONSTRUCTION OF CURB RAMPS SHALL BE SUBSIDIARY TO CONCRETE SIDEWALK. DETECTABLE WARNING PANELS SHALL BE PAID FOR SEPARATELY. 4+00 TEMPORARY CONSTRUCTION EASEMENT PROTECT POWER POLE ( PROTECT TREE ADJUST MANHOLE TO GRADE STA. SIDE EA 1+23 11.5' RT 1 1+27 ON Q 1 1+33 25' LT 1 2+89 1' RT 1 ADJUST VALVE BOX TO GRADE STA. SIDE EA 1+31 32.5' RT 1 1+32 31.5' RT 1 1+78 28' RT 1 1+80 24' RT 1 TRASH ENCLOSURE TO BE RELOCATED BY OTHERS 5+00 HMS HMR O\OLSSON ASSOCIATES HMS W U PROJECT NO. SHEET NO. URB -5505(4) - 2-L10 C.N. 42704 1"=20' 0' 10' 20' 40' SCALE IN FEET HMS v PROTECT TREE HMS - Water Service Water Serv'ca TEMPORARY CONSTRUCTION EASEMENT j. rang LIMITS OF CONSTRUCTION ii ►•i4' EXISTING R.O.W. / ,._ ` 41114 :Tor �— -- -- it .. �i�7p\ ® ®---"4▪ �" ▪ S. did J: J 1. ,•,��• `.. 4 T- - 'TTT. L. SO??' .� s isie Q���pO�Oja"i�0�0 G���OjGw� 3 v �!?�®=moii'�iT�a.��� 3i���ii ♦ ii�� i�O�� . z, ♦ i i i��1#;�'� ���._®�O�i�C74 ��i�3 i�i� i�i�� `�i�•(r``i ii..�.a•.= �.i.?..�.♦ �? .. '� .+4 T �• 4 0� `� �oi�' ♦ i i"i i iii i�i�i�ii ii ii4iV ii i?i�i�i ��.��. i�i4i�i�.C.�.C.���iQF�,�tii�ii.3io iii���rri�wm®'iv°wwi��i• r.IIIPTI-4Y1r4P-t•NP.♦ .��e� ♦♦> `\�ili��Q��=��i�i�� iii iia%i'$tsi�t.�\`�����\ �O�L�G�i�G�.�L���� 3iii�ii�����������.�.�.�.�.i.��Ys..►i. ��i�,�i�i�.iri®iii®iei®1®i�d®i�''�i<���i®.Qia'�.iais�aii_?_!!i_ __ �?_ . Z� � —• mP' mpI.mn mmAm'p .m.- d m m1 m�8af dotedm m° -i- m e m�lLmp dro'_D. --¢.._.�. s -o mn pn mlo-c . p .mnm./ 'm�I��.. .p •^9m ID LTI MIV�'\Le/pV�NV� a.a m `mma ®m pn' °I mm p A cm aw°ii^"•.e -- yl :p_ b . . ;md m e\ rc n m p`n �> 8 .. .. n pf _ _ . 'A_. - —_-.4.a- -_ ----- ---_- ati.. '• ^ �. a m. .. n I m m ---- _ _- :_: -P -.-6'.- m` . _4_.._--- _ _. __ a" ♦ p: m . ' -r. ..m a 0 :m .. . • m •. . 4 p m mp 'm. m. m' m mp .. m 9 n ...•p m m nP p• - .m ° e m a.___ a �'�.�: _.-_�.-..�_m ..__ em. - - a a_.� n, b _ m' m m e• nn tr m tir.tt▪ mP. `' m m m - . - — P-011 12TH STREET 9F� —J a4/1";"r _ � y F ,.y ����_��i., ;417 1 \� moi+, � O\r`3. :�. `S .r,sv. ¢ .._ 'NK �VJti �r �i4 PROTECT FIRE HYDRANT PROTECT TRAFFIC CONTROLLER CABINET POWER POLE & GUY TO BE RELOCATED BY OTHERS SVS SVO SVO POWER POLE & GUY EXISTING R.O.W. TO BE RELOCATED BY OTHERS M V1 5' x 8' Box Culvert SvD SVO LIMITS OF CONSTRUCTION LIMITS OF CONSTRUCTION PROTECT TREE TEMPORARY CONSTRUCTION EASEMENT KS:k PROTECT TREE V HMS GAS S ) Sb BALTIMORE AVENUE CONSTRUCTION PLAN STA. 1+40 TO STA. 5+00 w '_Q X co 7'0 w -CT.' C N a .r L_ 5+00 e PROTECT TREES 4.11.11=6. awmzilemS 0 w Hm 0 0 `L BUILD 9" DOWELED CONCRETE PAVEMENT PLAN 329—R9 ran STA. TO STA. SIDE SQ. YDS 5+00 - 10+50 LT & RT 2728 BUILD 6" CONCRETE DRIVEWAY SHEET 2—Ni STA. SIDE STA. 7+69 SIDE SQ. YDS 5+00 - 5+42 6+06 - 7+61 RT 53 6+12 LT RT 27 6+77 5 RT 15 7+69 7+93 - 8+19 LT 12 8+79 LT RT 43 8+91 50 LT 34 9+28 10+05 RT 20 9+90 *CONCRETE CONSTRUCTION OF CURB RAMPS SHALL BE SUBSIDIARY TO CONCRETE SIDEWALK. DETECTABLE WARNING PANELS SHALL BE PAID FOR SEPARATELY. RT 20 GRAVEL SURFACE COURSE n"-0 `G STA. SIDE CU. YDS 7+69 LT 1 It, C. 6+00 7+00 BUILD 5" CONCRETE SIDEWALK PLAN 301—R10 STA. :' STA. SIDE SQ. YDS 5+00 - 5+70 LT 63 6+06 - 7+61 LT 120 7+77 - 8+80 LT 68 7+22 RT 5 7+29 - 7+55 RT 21 7+93 - 8+19 RT 21 9+02 - 9+62 LT 52 9+98 - 10+50 LT 50 BUILD CURB RAMP, PLAN 303—R2 STA. SIDE WARNING PANELS (SF) TYPE 5+63 LT 12 D 6+13 LT 12 D 7+22 LT 12 D 7+22 RT 8 A 7+52 RT 8 A 7+97 RT 8 A 9+55 LT 12 D 10+05 LT 12 D *CONCRETE CONSTRUCTION OF CURB RAMPS SHALL BE SUBSIDIARY TO CONCRETE SIDEWALK. DETECTABLE WARNING PANELS SHALL BE PAID FOR SEPARATELY. 8+00 ADJUST MANHOLE TO GRADE STA. SIDE EA 5+87 60' LT 1 9+80 55' LT 1 ADJUST VALVE BOX TO GRADE STA. SIDE EA 5+63 44' LT 1 7+42 32' RT 1 7+56 29' RT 1 9+54 36' LT 1 BUILD CONCRETE BARRIER CURB SHEET 2—N STA. SIDE LF 10+25 - 10+50 24' LT 25 9+00 TEMPORARY CONSTRUCTION EASEMENT LIMITS OF CONSTRUCTION EXISTING R.O.W. iW te;r :SFr w > 0 0 RI I— En CO n M O&OLSSON ASSOCIATES 1AAC 0 10+00 M i'AS PROJECT NO. URB -5505(4) C.N. 42704 1"=20' NM SHEET NO. 2-L11 0' 10' 20' 40' SCALE IN FEET elMS Water Service PROTECT TREES PROTECT POWER POLE -M, NI RP rinl4i0400000000g0aismirainrin OCC*. esti �� r� �w p�= • . �)iP' t�:�=�'��ie Ce>ni��•�•��Calfr.t�Sr� � �� :wise ales aai.♦AILS a�.a.aa. iii ... .�. AAaa ���-a.�.�-��lia� M„9 S W �D.D °. . -o... aP-a . .'P.pA � .-a'-"� -::. - • .` pa P.. p.-. fl`fl p.a.Dp.w.m . a .._...'R♦-_p°`o a .a-� _..� ” P a a Dp.b•a�- .a 'm_'® _D D.D fl..-• .. -. :a °--po- --a' .^.<P�I.' o - _ j..•. .. yD fl e<nJ°-'am. qD';..-.', X-a� a .m �'.a-a..- D.' .' .•'.-vfl�_�paJD.a.. -.°YD,._m a. -_',.�- .• .ia�a..'-_pp.pyna,ae.p . I' . . ... a.m.-.p1.eD�..° . a .p..pa.a .PD ea. °-.m�. �,- .--a3.a-:�-m.i.,'p m' - m. . .<�.T. _➢ .o.D.rd-"'>a...•p. _ap�a.>°�D...p�a-fl - v.a's.➢.,. °a�::ap aP__. .a. m. -`.p. °!'° -p -Pa-m -a._'.,a°� m �p' . a a p. nD.<.J .a �p;'a°`-.° �mS- . _a... m. °--.p . a .mY�a_,.-• --''..°_ .m �pm-m4p. •. -.p_ . fl _°, -�a•-.:ma -'_�..-R-m°➢��p-.°-P�f :a -' DD .. fl • _ba..a.te.... D-ma.y:: x mm' -aa-. p - .. P. -a'.-�.°�m.._•.�P_._e- Po.°- _ s --__.--. �"r•�op'g10a-�-9a..- ^. _..Pf 4apa'_.a .. T .-• Dm_ °Pp�. P.a.a O.fl. ". - .a. ° ,m�. a -�m :�m.'_p.amp._. _tea'-e.'—.a- < --.��fla-.- � -.m.m �.-a -pd� ♦: - .-..A. m°--®D''A apD- � . ..aaa..:m ..� a , ...P.'.te._. °a - a . Cf .797.._0a.�um. g. -.a L. . G7pe•- i4°- sa_e -Dm D• ate_ .7_ • --I;:__a�._ T_ _ _.-. ___4••._p' p _4:: -a .-4..a ..�a- . r.. . . ..aaa. . • Am - Papa�- e a a4 D :� - - ea • or :P C. ufl:D(51)07::51.P P . .a .m q4'D m;••p'fl � • • o a-- �•- • P•• • ' p a▪ e. • • • • a:.D aF°a _a_ -D a rp _• ._ • - _• •kBALTIMORE.FNUE e- aI° '. • 0. a ' - . b m°`tat.* •a D a'•�_-04-_ • �3 • D. •L -a c' miQ:.✓m,JX''.r.;tier • o.. 7m- >4 • m..�..p _ • • - .. a h •' e Cr • • s :'m.m. .e m• m m. Dm• Ps 4 > 4 p . _ - • a o. fl . 4044 PROTECT FIRE HYDRANT . �...r .fin., �. �t r� 11 e4. - - - _ �.►�\ \\\-.�����i 13 4 ....r � ^ w o2.ts. aratt00w o� w = wmo'� '. 3�f 4'O�t�S a ��.^. � � ��, 0 . LC00�0zt00SGs��Zi.� C0.0 �.=6..000.0.. ✓ 00 � ♦ / ♦0�00000000000�• .9 1 � 1 o r C, 74:7417 .w"."D a. ice. M — TEMPORARY CONSTRUCTION EASEMENT D. • m -. 4 ' m ° p m_A a:.- r ` Nfl t Jandche'✓ Nat&r . Otsv :Lets - r 14 Cl S J!— LIMITS OF CONSTRUCTION EXISTING R.O.W. PROTECT TREE PROTECT FIRE HYDRANT TEMPORARY CONSTRUCTION EASEMENT C) a_ JunrJ wu H0-4 ;POWER POLE TO IIBE RELOCATED BY OTHERS PROTECT TREES I j PROTECT TREES \= POWER POLE TO - BE RELOCATED BY OTHERS PROTECT POWER POLE 13TH Cl D ;I TEMPORARY CONSTRUCTION EASEMENT POWER POLE & GUY TO BE RELOCATED BY OTHERS PROTECT TREE PROTECT TREES akin as .19 ?OM W S V 0 BALTIMORE AVENUE CONSTRUCTION PLAN STA. 5+00 TO STA. 10+50 0112322_PRWAY -2322_PHYDR 0112322 PRASE -o C) cn cc 32X i N ro D O o 0 O U O O U y I N :;:.: CV N 0 O C v 7I c Q 0 O 61- I fri IUj o Lt fct cw X z L N 0 - CN M N uf O .0 as (N O L D a 0 �< 0 BUILD 9" DOWELED CONCRETE PAVEMENT PLAN 329-R9 Eli STA. TO STA. SIDE SQ. YDS 10+50 - 13+81 LT & RT 1327 BUILD 6" CONCRETE DRIVEWAY SHEET 2-N $ STA. SIDE SQ. YDS 10+55 RT 20 11+23 LT 38 11+25 RT 18 12+41 LT 30 12+51 RT 32 12+77 RT 21 13+40 LT 36 13+75 RT 16 ) Mc 10+00 MS NMS Water Service BUILD 5" CONCRETE SIDEWALK PLAN 301-R10 ►:�: STA. SIDE SQ. YDS. 10+50 - 11+13 LT 42 11+33 - 12+32 LT 68 12+50 - 13+31 LT 53 13+48 - 13+81 LT 19 BUILD CONCRETE BARRIER CURB SHEET 2-N STA. SIDE LF 10+50 - 11+13 24' LT 63 11+00 I 12+00 Q. I / ' t TEMPORARY CONSTRUCTION EASEMENT \ PROTECT POWER POLE & GUY WIRE EXISTING R.O.W. LIMITS OF CONSTRUCTION \ ® NI- ® ` SVS SVS SV9 SVS SVS �.r®— SVIA. SVS SVS SVS-."�\`G SdS S _ G.�.G:�. .r.GG. G.G Ldt LG ,•• �� �Q 7������C��ia' h St .r„- c .'gy; �1'r o �T� �" ' 44-4+4+441 � E. *a��'*���*���* * A—A--A����D�������0���a�����!�� . O4�' B�ickl Arc.. _.c.: .,e lobl �,�0e�,�1��d�,��. ^��.��....��.. a..l �;. `""". ������� . ���� sA_�_eA_�_!_�_!_!.._ "�.���. ��������� O ��� A/ice, 13+00 / TEMPORARY CONSTRUCTION EASEMENT PROTECT TREE 14+00 O\OLSSON ASSO CIAT ES PROJECT NO. URB -5505(4) C.N. 42704 SHEET NO. 2-L12 0' 10' 20' 40' SCALE IN FEET O (I t PROTECT LANDSCAPING Nalaira 48" Brick Arch Storm Sewer 5' x 8' Box Culver 5' x 8' Box Culvert S -d { t SVO SVD POWER POLE & GUY TO BE RELOCATED BY OTHERS c-) D L) wN � POWER POLE TO BE RELOCATED BY OTHERS U) PROTECT TREES Gain cbP cb 03./AJ2S EXISTING R.O.W. LIMITS OF CONSTRUCTION D (n POWER POLE TO BE RELOCATED " BY OTHERS 03/AJ2 con PROTECT TREE BALTIMORE AVENUE CONSTRUCTION PLAN STA. 10+50 TO STA. 13+81 1 +00 cit Wt. Cl! REMOVE PAVEMENT r//1 STA. TO STA. SIDE SQ. YDS 1+09 - 5+00 LT & RT 1645 1+15 147'-189' RT 10 REMOVE DRIVEWAY LA STA. SIDE SQ. YDS 1+30 163' RT 74 2+81 LT 23 2+84 RT 28 3+25 - 5+00 RT 213 3+72 LT 84 2+00 REMOVE WALK r/M STA. SIDE SQ. YDS 1+17 - 2+69 LT 76 1+17 - 1+37 RT 38 1+32 176° RT 7 2+89 - 3+55 LT 26 3+20 RT 5 3+89 - 5+00 LT 54 SAWING PAVEMENT STA, TO STA. SIDE L.F 1+09 LT & RT 117 1+15 RT 44 1+29 - 1+33 RT 4 1+37 RT 4 1+30 - 1+34 RT 4 1+31 - 1+46 RT 15 1+46 RT 32 2+75 - 2+91 LT 16 2+75 - 2+93 RT 18 3+18 - 3+22 RT 4 3+25 - 5+00 RT 175 3+53 - 3+61 LT 8 3+67 - 3+86 LT 19 3+00 REMOVE & RESET MAILBOX, PLAN 309—R1 STA. SIDE EA 1+19 181' RT 1 2+98 19' LT 1 3+20 20' RT 2 4+00 5+00 TEMPORARY CONSTRUCTION EASEMENT TRASH ENCLOSURE TO BE RELOCATED BY OTHERS MS >41 S PROTECT POWER POLE • EXISTING R.O.W. hk ‘. m•X‘n-4) adirarra ni\r/171, yer /CI 44.77tedfry>94,14frataira '11 friMa AN‘a.— altnatt‘ IVO Saw sv VO EXISTING R.O.W. PROTECT TREE "Mal PROTECT TREE TEMPORARY CONSTRUCTION EASEMENT LIMITS OF CONSTRUCTION 7 s'an SVO S 7 SI 12TH STREET 0 j PROTECT FIRE HYDRANT PROTECT TRAFFIC CONTROLLER CABINET POWER POLE & GUY TO BE RELOCATED BY OTHERS POWER POLE & GUY TO BE RELOCATED BY OTHERS F ; MS OkOLSSON ASSOCIATES Cry' S PROJECT NO. SHEET NO. URB -5505(4) 2-L13 C.N. 42704 1" = 20' 11111111111MI 0' 10' 20' 40' SCALE IN FEET 6+00 NMS NMS IWater Service t tI M,$ x 4 Cul vert ci S moommmma S V 0 PROTECT TREE 44 PROTECT TREE LIMITS OF CONSTRUCTION NMS lt k \\.ysitis•N`S"-- kklv, RIEF E-10074 I eir In' OF ter BALTIMORE AVENUE REMOVALS STA. 1+40 TO STA. 5+00 Cu < 5+00 PROTECT TREES REMOVE PAVEMENT e//j STA. TO STA. SIDE SQ. YDS 5+00 - 10+50 LT & RT 2717 REMOVE DRIVEWAY M STA. SIDE SQ. YDS 5+00 - 5+42 RT 51 6+12 RT 24 6+77 RT 13 8+79 RT 38 8+91 LT 35 9+28 RT 17 9+90 RT 18 0 w I— a 02 OT ILI • 6+00 I TEMPORARY CONSTRUCTION EASEMENT rLIMITS OF CONSTRUCTION SE -1-11t17(8-2 (11 0 n v) 'I/4J Ser/re REMOVE WALK Fdl STA. SIDE SQ. YDS 5+00 - 5+70 LT 47 6+06 - 8+78 LT 136 7+22 RT 5 7+29 - 7+56 RT 21 7+93 - 8+19 RT 25 9+06 - 9+62 LT 36 9+98 - 10+50 LT 37 7+00 SAWING PAVEMENT STA. TO STA. SIDE Li 5+00 - 5+42 RT 42 5+65 - 6+09 LT 44 6+02 - 6+21 RT 19 6+72 - 6+82 RT 10 7+20 - 7+24 RT 4 7+29 RT 4 7+45 - 7+49 RT 4 7+56 - 7+92 RT 36 7+94 - 7+97 LT 3 7+99 - 8+03 RT 4 8+19 RT 4 8+64 - 8+94 RT 30 8+80 - 9+02 LT 22 9+23 - 9+34 RT 11 9+58 - 10+02 LT 44 9+85 - 9+96 RT 11 8+00 REMOVE & RESET MAILBOX, PLAN 309—R1 STA. SIDE EA 5+96 21' RT 1 6+87 19' RT 1 7+29 19' RT 1 7+99 19' LT 1 8+05 21' RT 1 8+63 19' RT 1 9+16 19' LT 1 9+38 20' RT 1 10+01 19' RT 1 9+00 OkOLSSON ASSOCIATES >JAAc G 10+00 11 PROJECT NO. SHEET NO. URB -5505(4) 2-L14 C.N. 42704 1"-20' 0' 10' 20' 40' SCALE IN FEET MS 2IMS Water Service cam can. p : \ \ 'Th * `I PROTECT POWER POLE Ard Ar Aro\ I' - - I - -4-?- - et trt r, PROTECT TREES EXISTING R.O.W. PROTECT FIRE HYDRANT 1,\ TEMPORARY CONSTRUCTION EASEMENT • SV � !�® .� '°'t. %�I tr iii .� o i:�i—is�i iii�i�oo� \\\\�®�������.�iiiiii�ii� %/�.e���.>�r�s� res ki •:S.rS4r4! ?r4 �J�001rJ���lO��Or/?jOri��� ''� ���.���`� > �i�o�.lriiiiiiiiiiii���lliiiiioii��iiiioiii�i ii ! ��! �� ���_.<=_ tlicre it fetritrtill, 4717 f/ir d f di , d / 4, /,. a , i�AK- ASa� • � ����� iiiiii ?WA tkall,.. .,.,.., \ . ,` / s xi- �r .....� 1'---. r, is/SIt!t —dY/ ober . ✓afd vro!'VI `, .. «._— Ci n „2✓' s — F✓J itd At � ;%R".I'I / r��?I S 1 J — SNJ .ice CHS;" '"\�� r`aJ Sh �' .ri` �A .410, v S PROTECT FIRE �� 1� /� �o raiiii �� POWER POLE T �, POWER POLE TO 4 r n IBE RELOCATED BE RELOCATED REMOVE ABANDONED GAS MAIN VALVES LIMITS OF CONSTRUCTION HYDRANT I BY OTHERS `BY OTHERS(SUBSIDIARY TO REMOVE PAVEMENT) ( 'ITEMPORARY CONSTRUCTION EASEMENT �� / �� jjI PROTECT TREES > > . EXISTING R.O.W. ,.�+ "' " P41 - Cil PROTECT TREE PROTECT POWER POLE N TEMPORARY CONSTRUCTION EASEMENT POWER POLE & GUY TO BE RELOCATED BY OTHERS PROTECT TREE C) PROTECT TREES PROTECT TREES i 11M CD BALTIMORE AVENUE REMOVALS STA. 5+00 TO STA. 10+50 w X ,,,., crr .0 REMOVE PAVEMENT r//� STA. TO STA. SIDE SQ. YDS SQ. YDS 10+50 - 13+81 LT & RT 1321 18 10+00 REMOVE WALK EA REMOVE DRIVEWAY 'NA STA. SQ. YDS SIDE SQ. YDS 10+55 11+33 - 12+32 RT 18 11+23 LT LT 24 11+25 20 RT 17 12+41 12+70 - 12+84 LT 29 12+51 LT RT 30 12+77 10 RT 20 13+40 LT 30 13+75 RT 15 10+00 REMOVE WALK EA STA. SIDE SQ. YDS 10+50 - 11+11 LT 27 11+33 - 12+32 LT 48 12+49 - 13+31 LT 36 13+48 - 13+81 LT 20 SAWING PAVEMENT STA. TO STA. SIDE L.F 10+50 - 10+61 RT 11 11+15 - 11+31 LT 16 11+20 - 11+30 RT 10 12+29 - 12+49 LT 20 12+39 - 12+61 RT 22 12+70 - 12+84 RT 14 13+32 - 13+52 LT 20 13+70 - 13+80 RT 10 13+81 LT & RT 61 11+00 ammo moma 8. I I REMOVE & RESET MAILBOX, PLAN 309-R1 STA. SIDE EA 10+67 19' RT 1 11+14 19' RT 1 12+24 19' RT 1 12+62 19' LT 1 12+67 19' RT 1 13+24 19' LT 1 13+64 20' RT 1 12+00 13+00 PROTECT POWER POLE & GUY WIRE EXISTING R.O.W. r. 14+00 6 O\OLSSON ASSOCIATES 0 PROJECT NO. SHEET N0. URB -5505(4) 2-L15 C.N. 42704 1"-20' 0' 10' 20' 40' SCALE IN FEET TEMPORARY CONSTRUCTION EASEMENT PROTECT LANDSCAPING C) TC:E4X �SVJ S�b'J� SV�1 S�/`JSVS soma A �� ����1�� .�4�FSWJF ,tip ' S \. /f��� ��� _� � terriatritlie 5�r, B' Box C.�'vke17ttrdrtta .�i____-____ _.__ _TTIUIiS75 d F; �''.ti F CH � - �.. ���\ un cHn c n SVi .VJ SVS Sk JI �/ -. • " _ . TEMPORARY CONSTRUCTION EASEMENT LIMITS OF CONSTRUCTION aaMIMMIMMIMMT '9 SdJ SV`) (n POWER POLE & GUY TO BE RELOCATED BY OTHERS 2s 5 C? D POWER POLE TO BE RELOCATED BY OTHERS POWER POLE TO it , BE RELOCATED l BY OTHERS EXISTING R.O.W. LIMITS OF CONSTRUCTION PROTECT TREES • ti •C REMOVE ABANDONED GAS MAIN VALVES (SUBSIDIARY TO REMOVE PAVEMENT) • n V) PROTECT TREE BALTIMORE AVENUE REMOVALS STA. 10+50 TO STA. 13+81 14,1 Cr IN1 CN CN CURB INLET SEDIMENT FILTER SPECIAL PLAN 1C STA. aea SIDE SIDE EA 1+16 RT & LT 48.5' RT 1 1+87.5 18' RT 1 3+03 18' LT 1 SODDING aea STA. SIDE SY 1+40-5+00 RT & LT 460 14-00 x sct H' 1 2+00 3+00 4+00 tr: TEMPORARY CONSTRUCTION EASEMENT ./- 5+00 ?-1M S &IAS O\OLSSON ASSOCIATES ce I - a 0 yr), Co 3: h 1111 MS PROJECT NO. SHEET NO. URB -5505(4) 2—L16 C.N. 42704 1" = 20' 0' 10' 20' SCALE IN FEET JM 6+00 1 Water Seri, TEMPORARY CONSTRUCTION EASEMENT LIMITS OF CONSTRUCTION Water Service 1 EXISTING R.O.W. 01•11111111m1 \ \ ! I 1 • ib \ \ • ,.-. i ,-- . \ \ Lit es' gas Co abandoned gas BALTIMORE AVENUE 48" Brick A MiS + 4 .-- 17111••••• B. .evt 1 5' x 8' Box Culvert q -ft 10+N btait + + + + —+ " + + + s&± + + + + + + +P + + + + + + + + f'—#-3-,tSiI I 3454 —1--+ +SWR --F---F + + + + + + + + + + + + + + + + + + + 10O'.' 1711 ',I + 4- + +4 +1 + ++ + + + + ++ ci+ +1 + + + C -I- 4 4> + -F -I. + — 12TH STREET SVf SVO SHG EXISTING R.O.;—?9 \JO LV C, V72 I LIMITS OF CONS1RUC110N MS JOS Jd )41.1 Co co tto -7 • 40' C) S G BALTIMORE AVENUE EROSION CONTROL PLAN STA. 1+40 TO STA. 5+00 z X C� ti "C: C'1 ✓. iitj 0 Ca 5+00 CURB INLET SEDIMENT FILTER SPECIAL PLAN 'IC STA. SIDE EA 5+69 47' LT 1 6+06 46' LT 1 9+62 47' LT 1 9+98 46' LT 1 SODDING iai STA. SIDE SY 5+00-104-50 RT & LT 834 r U re H O CO + + + + + + + + + + + + + + + 6+00 m„ Arc! S 7+00 8+00 .s TEMPORARY CONSTRUCTION EASEMENT LIMITS OF CONSTRUCTION + J -4-4----+--4---4---+-- +T.,.A- + +�, + + + + + + + + + + • + + + + EXISTING R.O.W. •=1MIMPIE• ate + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + '+ t I + +* t t t t +hare 9+00 (n C 'err_ Cr abandoned gas UMITS OF CONSTRUCTION EXISTING I.O.W. TEMPORARY CONSTRUCTION EASEMENT + 13TH STREET BALTIMORE AVENUE 0 abandoned gas SVS O\oLSSON ASSOCIATES PROJECT NO. SHEET NO. URB -5505(4) 2—L17 C.N. 42704 1"=20' 0' 10' 20' 40' SCALE IN FEET S NMS Water Service r.� —TEMPORARY CONSTRUCTION EASEMENT t 477 h Storm Se + + 4SVt _+_ 4� + + + + + + 4 abandoned gas C. U) x 8' Box Cuiveri abandoned water 0 C) D c> D TEMPORARY CONSTRUCTION EASEMENT a nr,.n.edF we, + + + + + + + + + - 4- t t t + 4N +d + + + + + + + + + + + + t + + + + + —4--+—t—+- + +Hq+d + + + ul . Id fired+wu + 4j + + + + + + + + + I+ t+ + + + + + GASVG 0 Wfr WyJ Ct D 20'AJaj _lel 0, 0 SVO SVO — —rte A + + + + + + + 4 + + + + , RIFFte BALTIMORE AVENUE EROSION CONTROL PLAN STA. 5+00 TO STA. 10+50 )- C uri cc a CN cs 0 r' 04 C`,1 3 LL0_ • F- c.; cs: maw sonecags =mama commong=1. + + -+7:+9 + + CURB INLET SEDIMENT FILTER SPECIAL PLAN 1C STA. SIDE SIDE 10+50-13+81 EA 13+57 18' RT 1 13+77 18' LT 1 SODDING ME STA. SIDE SY 10+50-13+81 RT & LT 526 1 0 + 0 0 7,./..ees / tfr 11+00 TEMPORARY CONSTRUCTION EASEMENT I 12+00 // LIMITS OF CONSTRUCTION 00.IA EXISTING R.0.W. TEMPORARY 13+00 I (I) ft -S ,.. ,-,- -t, CONSTRUCTION EASEMENT—\ I 14+00 Ft CAOLSSON ASSOCIATES PROJECT NO. SHEET NO. URB -5505(4) 2—L18 C.N. 42704 1" = 20' 0' 10' 20' 40' SCALE IN FEET 15+00 e -- + + —+—+-- V 3.VO-F 48-iCkd Arch storm Sc 48" Brick Arch Storm Sewer abordoned ass &sr ;Ss essi ert BALTIMORE AVENUE air casafritat• ••••••C _ - --F Fisz- + + 11,11111,.. + + + ++ + + + + + + + + + + + + + + + + + + + + + + W + +- + + + + + t.4". + + -F 1 + + + + + + 1 - — 5,- • Is — -7-14T c4F + + + + + + + + + + + + + + + + + + + + + •+ + + + + + + + + + + + + + + + + + + + Vs SVo — S VO SVC EXISTING R.O.W. UMITS OF CONSTRUCTION I Is/ BALTIMORE AVENUE EROSION CONTROL PLAN STA. 10+50 TO STA. 13+81 Ty' C-, flu flY (P fiN 1 0. c‘. , c_ c-Nc) 0 .7 (..\• 0 0 4+00 N 1 I ' 1,3 2+00 3+00 4+00 \_.TEMPORARY CONSTRUCTION EASEMENT PROTECT POWER POLE PROTECT TREE EXISTING TRASH ENCLOSURE TO BE RELOCATED BY OTHERS PROTECT TREE TEMPORARY CONSTRUCTION EASEMENT LIMITS OF CONSTRUCTION 5+00 O\LOLSSON ASSOCIATES PROJECT NO. SHEET NO. URB -5505(4) 3 ?IMS C.N. 42704 1" = 20' 0' 10' 20' SCALE IN FEET 40' 0 ....... 1-0 svo - svo svo sv abandoned gcs abandoned gas 5' x 8' Box Culvert ass _ v 0 s \ c VP-: SivR RVO 7<cr-c3 IS SAS i^s„p_\ 12TH STREET PROTECT FIRE HYDRANT PROTECT TRAFFIC CONTROLLER CABINET POWER POLE & GUY TO BE RELOCATED BY OTHERS __SVC SVO_ SV O — SVS SVO POWER POLE & GUY EXISTING R.O.W. TO BE RELOCATED BY OTHERS SVS SVS SVS svO PROTECT TREE LIMITS OF CONSTRUCTION BALTIMORE AVENUE PLAN & PROFILE STA. 1+09 TO STA. 5+00 1928 1928 1926 1924 1922 1920 1918 1916 1914 1912 1910 Lc) to oi-c> r n — > —0.49% LIJ —1 Lil r_Ds_t1.1 II it CA 5 \– EXISTING — — A---- SCALE: 1"=20' HORZ. 1"=2' VERT. .. . — CENTERLINE GRADE PROPOSED CENTERLINE GRADE 1926 1924 1922 1920 1918 1916 1914 1912 1910 N E N C) N t< N, 5) to N h ET) Fr) N N oo r a co N In Ifl N co L; CO 1< o; 05 a N 05 a (0 05 N N Oad 0) 05 0) N CO Di a N 0 ci c; a ci is3 a 0a N a N 0 N 0+ 00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+ 0 N 00 0112322_ PRWAY to Lo < DC CD 0 0 3 ' ' - St Cl_ — a_ 0 CN ' ,-- 0 Cr, 5 < .1L _ z u., LLQC X 0 ) (Na CNcC r.r) o CN a 0% /D < • • Li 0 < 5+00 Ln1.11', PROTECT TREES : _ Water _Servce g ) • —1\ ""cnsrcz= comm -am= crmmn=a• an. cm, c'z•4 CM 0 V ,C7) - CVO UJ < (`;', C‘ CZ W eiMS ed,A c-iAAS 6+00 ?:{ ick, 84A8 1 ;Water Set' //Cf: LA. 7+00 8+00 V 9+00 TEMPORARY CONSTRUCTION EASEMENT 1 UMITS OF CONSTRUCTION OkOLSSON ASSOCIATES +As Water Sen EXISTING R.O.W. PROTECT TREES PROTECT POWER POLE PROTECT FIRE HYDRANT Si ‚Ii SVO e 4144 48" Sricfr.iArch Storm Sc ..0 tts! • .s......._ 8-w Mg — — — abandoned gas 03: BALTIMORE AVENUE abandoned gas Co •IMM11•11— T 5' x 8' Box C,uivert PROJECT NO. SHEET NO. URB -5505(4) C.N. 42704 1" = 20' 10' 20' 40' SCALE IN FEET TEMPORARY CONSTRUCTION EASEMENT 4 o 8' Box Culvert T;1/4., aoan one iv r R S V 0 C svS SVO UMITS OF CONSTRUCTION PROTECT FIRE HYDRANT EXISTING 1$1.0.W. PROTECT TREE TEMPORARY CONSTRUCTION EASEMENT =4,4 PROTECT POWER POLE Kb c>, SVO SVO POWER POLE TO 'BE RELOCATED cn !BY OTHERS I i PRCITECT TREES a CD TEMPORARY CONSTRUCTION EASEMENT POWER POLE & GUY TO BE RELOCATED BY OTHERS PROTECT TREE SVO CVO POWER POLE TO BE RELOCATED BY OTHERS rt 1 1 • PROTECT TREES PROTECT TREES BALTIMORE AVENUE PLAN & PROFILE STA. 5+00 TO STA. 10+50 1928 1928 1926 1924 1922 1920 1918 1916 1914 1912 1910 aza Or Oq u50 N CNI +17r •• <141 cow 00 aimirn="1"-- WI STA: 7+25.00 WI ELEV 1921.00 X: 162 29 LVC: 200.00' HIGH PT. STA: 7+53.73 1-1101-1 21. Fl FY- 1920 72 salm-•-mas SCALE: 1"=20' HORZ. 1"=2' VERT. EXISTING CENTERLINE GRADE PROPOSED CE4TERUNE GRADE —0.44% 1926 1924 1922 1920 1918 1916 1914 1912 1910 fo. 0) N 0 to 0) 1-17! to 0) 0) 71: 05 o crT) 0) N a; 6 a) 0N ,— N 5 0)) 0) 5 6 6 N N 0) 0) N * 6 ci N N 0) N 0) to 0 N CO N 0) N N 0) N 0) ooa) to cs) N 6 0 0) N N 0) 0) N N 0 N 0) N 0)0) 0 N 6 N N0) LO to N 0) to to N 0) N 6N a) No) to N 0) N 6 0 NN M a ) I—, - p5 06N M m 0 0) a; 0) N 0) 0) N •c/OS 0) - co o aS N 0) 0) N a; 0) 0) 4+ 75 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 10+ to ai 0) 75 ›- FeS. cv r. ON Li cc CD CL C.FF: NT1 < 0 0 1928 1926 1924 1922 1920 1918 Servk TEMPORARY CONSTRUCTION EASEMENT aliZO=10 11+00 Ii F1. PROTECT POWER POLE & GUY WIRE -tee ago csedn.az. con° i / , / I UMITS OF CONSTRUCTION iss _is.mt , 13+00 14+90 6 EXISTING R.O.W. TEMPORARY CONSTRUCTION EASEMENT PROTECT LANDSCAPING PROTECT TREE 410.111a ammo. animomor I— .+, C. \ Lyb+ c. 7 vs V -- sys 48" Brick Arch Storm Sewer abandoned gas COMMICIMMF I- BALTIMORE AVENUE 1 15+00 MOL -0 x 8' Box Ci'veri I : i ---r , - r 1 [ > I 1 cr) OILOLSSON ASSOCIATES PROJECT NO. SHEET NO. URB -5505(4) 5 — atT,-ar-F7v- HO-d H — H — 003-d HO -d HO -d TorigumEnsais 1416aidaW•Lai1 can iamar gjuacticiagna” love SVOv 710 1\1 -SHA 11 '21\ POWER POLE & GUY TO BE RELOCATED BY OTHERS —0.44% 0 + a; PROTECT TREES PROPOSED CENTERLINE -0. 5 V C-) POWER POLE TO BE RELOCATED BY OTHERS POWER POLE TO BE RELOCATED BY OTHERS 0 II STING R.O.W. LIMITS OF CONSTRUCTION )1, C) i i PROTECT TREE co 00 0 oo 1916 1914 1912 EXISTING CENTERUNE GRADE / / I 1 / i, ,, i i ( 1 „1, I I 1 ,,, 1 H F— r4. '--,- Wt j I '--. WI "1.-F. ' I L'Ix. F 1 1 "---, F— I, 00 I 'jv„, I 44_, I 1 I 2 Nt I I 1 I I I , I, 1 11 11 1- 11 I N C.N. 42704 1" = 20' 0' 10' 20' 40' SCALE IN FEET AL77MORE AVENUE PLAN & PROFILE STA. 10+50 TO STA. 13+81 SCALE: 1"=20' HORZ. 1"=2' VERT. 1928 1926 1924 L 1922 1920 1918 -------------- B 1910 N '67) N oi r co co 0) `6) N CO •z/- CO L ° CO CY; cc; rg ad 0) sa- 0) * N 6 co 0) Cr; 0) cc co. c0)o C). cc `07) 0) cd Cr)0) oo re) o5 o5 • rc2 co F.) a) a `27) co cv 04 2? cci co 06 cd .1-7)-- a) a F.) , 0 a) cc; c° cd 0)En a)0) CD a C) cc N: a cc to)a a 10+ 00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+ 1916 1914 1912 1910 00 Ca: Cc) Ca 7, -aa 7.; C\ C\ C\ `- • < 'V -2 E CN C o H 0 '73 JOINT --\\ F 6' 18' 4" WIDE PAVEMENT H[MARKING STRIPE BROKEN YELLOW 12TH STREET r— 25.20' 12" SOLID WHITE JOINT -\ik tci t (INCLUDES 2 SOLID 4" WIDE LINES) SNI DOUBLE YELLOW CROSS WALK PAVEMENT MARKING (WHITE) 24" WIDE PAVEMENT MARKING STRIPE Ii r 4" DOUBLE YELLOW 150.00' •1 EXISTING R.O.W. PROJECT CENTERLINE BALTIMORE AVENUE 4" BROKEN YELLOW T EXISTING R.O.W. PAVEMENT MARKING ITEM QUANTITY UNIT 4" YELLOW POLYUREA PAVEMENT MARKING, GROOVED 570 LF 12" WHITE POLYUREA PAVEMENT MARKING, GROOVED 18 LF 24" WHITE POLYUREA PAVEMENT MARKING, GROOVED 48 LF OkOLSSON ASSOCIATES PROJECT NO. URB -5505(4) C.N. 42704 1" = 20' SHEET NO. 6 0' 10' 20' 40' SCALE IN FEET E . RIEF E-10074 * kr), 2rj,„/ 4 ‘.. nthc) ' - OF BALTIMORE AVENUE PAVEMENT MARKING PLAN STA. 1+09 TO STA. 5+00 r'c cC m ••r.• 0.1 WESTWOOD TERRACE EXISTING R.O.W. PROJECT CENTERLINE —\ EXISTING R.O.W. 4" BROKEN YELLOW -03 BALTIMORE AVENUE 13TH STREET CRESTMOOR DRIVE PROJECT NO. SHEET NO. URB -5505(4) 7 C.N. 42704 NINEMes- 1" = 20' 0' 10' 20' 40' SCALE IN FEET BALTIMORE AVENUE PAVEMENT MARKING PLAN STA. 5+00 TO STA. 10+50 EXISTING R.O.W. PROJECT CENTERLINE —\ 4" BROKEN YELLOW -00 BALTIMORE AVENUE \ / / EXISTING R.O.W. O\OLSSON ASSOCIATES PROJECT NO. SHEET NO. URB -5505(4) 8 C.N. 42704 1" = 20' MIME 10' 20' 40' SCALE IN FEET BALTIMORE AVENUE PAVEMENT MARKING PLAN CC STA. 10+50 TO STA. 13+81 U) Li z tr; CM, EN Li ry Li LI; .,tc 1 5.G.' CN („0 CC r—, E • Li ry? z (N CN r) 0 (N • • i 3 (.0ii ci L CL, O\OLSSON ASSOCIATES PROJECT NO. SHEET NO. URB -5505(4) 9 C N 42704 1920 BUILb CURB INLET PLAN 443-R9 X=3 92', A=2'-8", Y=6'-()" RIM EL=1919 64 RIM EL=1919.64 TA. 6+06, 46' LT. ILD CURB INLET PLAN 443-R9 ..... ..... 1920 1910 EXISTING 8 INLET E=1915.72 NATER MAIN 15"x39' STORM SEWER PIPE, TYPE 1,7 OR 8 '-S=-2.00%' PLAN 411 -IRV INLET- E=1915.00 EXISTING GAS MAIN 0 0 0 1 0 , 0 0, 0 0 0 1910 • 0 4 , O 0 0 1925 0 0 0 O 0 0 0 , 0 0 1925 1915 1905 EXISTING 48" BRICK ARCH STORM SEWER PIPE FL RIM EL=191973 =1911.47 (FIELD VERIFY) 1:1 STA. 5+61, 22' LT. BUI MANHOLE, SHE T 2-N H=7 86' EXISTING 8" WATER MAIN 2 48"x54' STORM SEWER PIPE, TYPE 1 S=-0.27% PLAN 411-R1 r- RIM, EL=1919,65 EXISTING GAS MAIN EXISTING 48" BRICK ARCH. STORM SEWER PIPE 0 STA 6+16, 1' LT. BUILD MANHOLE, SHEET 2-N H=8.32' EL=1911.33 (FIELD VERIFY) 1915 1905 1915 ... ... n. n RIM EL=1917.45 , 0 6 eSTA. 1+87.5, 18' RT. BUILD CURB. INLET PLAN 443-R9 X=3 92', A=2'-8", Y=6'-0" 11=1913.50 1 I FXISTING 36"x58" ELLIPTICAL, CM P . I - ,J EXISTING 5'x8) BOX CULVERT E=1910.60 (FIELD VERIFY) 1905 INLET 1=191153 15 x10 STORM SEWER PIPE, -YPE 1,7 OR 8 S=-0.50% PLAN 411-R1 5 , EXISTING GAS WO EXISTING 10" WATER -MAIN a , , 0 0 0 0 0 0 0 0 1915 1905 1920 4 0 0 • Cr 0 0, 1910 0 0 0 0 Q. STA. 1'+16,48.5 RT. BUILD CURB INLET PLAN 443-R9 RIM EL=1917.41 X=3.92', A=2.-5", Y= _ • . - 1 ▪ 1 I , , I II . E=1913.33 Li I 15 x38 STORM SEWER PIPE, TYPE 1,7 OR 8 EXISTING 5 x BOX CULVERT E=1910.65 (FIELD VERIFY) EXISTING 10" WATER MAIN INLET ky=1913.49 1920 1910 • 0 0 0 70 60 50 40 30 20 10 10 20 30 40 SCALE: 1"=5' HORZ. 1"=5' VERT. BALTIMORE AVENUE STORM SEWER PROFILES 50 O\OLSSON ASSOCIATES PROJECT NO. SHEET NO. URB -5505(4) 10 C.N. 42704 1925 1925 Li z 01 , "Lr., LL: r„ Er ( E IL- - CI 7 C t X z CL O , 0 't o 0 r!"4 «01 OP < fl ---------- 1915 1905 1925 -- — ST . 9+62, 47'. LT. _ BU LD CURB INLET PLAN 443L -R9 3.92', A=2'—'8"; Y=6'-0" EL.=1919.50 INLET 11=1915.58 • ExisTINQ WATER MAIN I EXISTING 48" BRICK ARCH STORM SEWER PIPE 1915 RIM EL.=1919.64 0 15"x39' STORM SEWER PIPE, TYPE -1,7 OR'8 5=3.00% PLAN 411—R1 %strA. 9+98, 47' LT. BUILD CURB INLET AN 443—R9 5.15', A=2'-8", Y=6'-0 RIM EL =1919 EXISTING GAS MAIN INLET (=-1914.49 - -- r EXISTING GAS MA N EXISTING 48" STORM SEWEI ,Ovs.. Q4.344 3..1 BRICK ARCH PIPE 1915 1905 1925 1915 FL=1910 57 (FIELD VERIFY) 1905 FL=1910 44 (FIELD VERIFY) STA. +54, 21LT. BUILD MANHOLE, _„.0 SHEE N ' 2____ 9' EXISTING 8" WATER MAIN _ H=8. 48"x51' STORM SEWER PIPE, TYPE 1 S=-0.27% PLAN 411—R1 ID STA. 10+05, '1' LT. BUILD MANN() SHEET 2—N H=8.82' 1905 1925 • 1925 1915 •OSTA. 6+06, 46' LT. BUILD CURB INLET PLAN 443—R9 RIM EL=1919.64 X=4.64, A=2'-8", Y=6'-0" INLET (-1915.00 EXISTING GAS MAIN RIM ,EL=1919.65, (=4 914.56 1905 EXISTING WATER SEIRVICB frx26' STORM SEWER PIPE, TYPE 1,7 OR 8 5=-2.00% PLAN 411—R1 EXISTING 8 WATER MAIN STA 6+16, 21' LT. BUILD MANHOLE SHEET 2—N H=8.32' FIELD VERIFY) , , r • 1915 1905 70 60 50 40 30 20 10 10 20 30 40 SCALE: 1"=5' HORZ. 1"=5' VERT. ti /tot / • ..27,0, RIEF „.11 E-10074 or EWK1:- BALTIMORE AVENUE STORM SEWER PROFILES 50 Cr C Cr' Cr C) Cim iii - LU - Cf) cr L(N cc Cr ' co - (-'1 r a'- - LU LCr z 1 o c„,„; o CN, L • OkOLSSON ASSOCIATES PROJECT NO. SHEET NO. URB -5505(4) 11 C.N. 42704 1925 1925 1915 , „ 4 STA. 13+17,18' LT. ' BUILD CURB INLET X=8.37' RIM EL.=1917 96 INL EXI ST( 1905 T E.L--1909.59 TING BRICK ARCH M SEWER PIPE 909.59 (FIELD VERIFY) P I r EXISTING GAS MAIN I (ABANDONED) I I I II I L. -EXISTING GAS MAIN 1915 —1 ii EXISTING 5'x8' BOX CULVERT 0-- EXISTING 10" WATER MAIN ia---•..._..__ EXISTING WATER MAIN (ABANDONED) 1905 1925 • 1925 1915 RIM EL.=1918.10 STA. 13+57, 18' RT. BUILD CURB INLET• PLAN 443-R9 X=5.501, A=2'-8", Y=6'-0" oz- EXISTING GAS MAIN 1915 EXISTING BRICK ARCH-' STORM SEWER PIPE 1905 EXISTING GAS MAIN (ABANDONED) I =1912.29 I L L EXISTING 5'x8' BOX CULVERT E=1910.11 (FIELD VERIFY) 7,- INLET t=1912.60 0 EXISTING 10" WATER MAIN 15"x13' STORM SEWER EXISTING WATER MAIN (ABANDONED) PIPE, TYPE 1,7 OR 8 5=4.00% PLAN 411-R1 1905 1925 4 2 „ 1925 1915 RIM ,STA.9+98, 47' LT. BUILD CURB INLET PLAN 43-R9 EL.=1919.64 -) X=5.15', A=2'-8", Y=6'-0" -7- — 1905 INLET i1914.49 EXISTING GAS MAIN • RIM EL.=1919-26.1_ 18"x31' STORM SEWER PIPE, TYPE 1,7 OR 8 S=4 00% PLAN 411-R1 • l=1913.56 rTh Ej STA. 10+05, 21' LT. BUILD MANHOLE SHEET 2-N X=8.82' FL -1910.44 (FIELD VERIFY) 1915 1905 70 60 50 40 30 20 10 10 20 30 40 BALTIMORE AVENUE STORM SEWER PROFILES 50 Cr) �n 0, < y N N4-crrr - i Z CL< L Li X z z GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS ANS SPECIAL PROVISIONS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR WATER MAIN TESTING AND DENSITY TESTING REQUIRED. 3. THE CONTRACTOR SHALL USE EXTREME CAUTION IN THE AREA OF EXISTING MANHOLES, POWER POLES, AND EXISTING UTILITIES, AND SHALL BE RESPONSIBLE FOR DAMAGES. 4. CONTRACTOR TO PROVIDE ALL INCIDENTAL FITTINGS NECESSARY TO COMPLETE WORK. 5. ALL HORIZONTAL AND VERTICAL BENDS SHALL BE BLOCKED. SEE DETAIL ON THIS SHEET. BLOCKING SHALL BE CONSIDERED SUBSIDIARY TO THE FITTINGS. 2-M.J. 45' BENDS EXISTING WATER MAIN PROPOSED STORM SEWER PIPE 2-M.J. 45' BENDS M.J. SOLID SLEEVE 10' MIN. TO EXISTING JOINT 2 -RETAINER GLANDS (TYP.) LOWER EXISTING WATER MAIN NOT TO SCALE PIPE DIA. A B 4" 12" 12" 6" 19" 19" 8" 24" 24" 10" 28" 28" 12" 34" 34" 14" 40" 40" 16" 44" 44" 4-#5 I B EXISTING WATER MAIN 3 10' MIN. TO EXISTING JOINT 3-#5 TYPICAL THRUST BLOCKING FOR VERTICAL BENDS NOT TO SCALE I A 3-#5 5+00 2i MS WM S 61!arer Sert -e PROTECT TREES S I I &AS U 0 !i NMS ,Water Sere; 111 I ti S PROTECT TREES 7+00 O\OLSSON ASSOCIATES PROJECT NO. SHEET NO. URB -5505(4) 12 C.N. 42704 0' 10' 20' SCALE IN FEET 40' PROTECT POWER POLE SHG SHO SHu -Th,S - SH0 8" wV f x abandoned gas SH9 - SHJ s ���arduned HO d GOr"C- F— 13TH BALTIMORE AVENUE WATER PLAN & PROFILE STA. 5+00 TO STA. 7+75 1924 1924 1922 1920 1918 1916 INIONW EXISTING GRADE SCALE: 1"=20' HORZ. 1"=2' VERT. EXISTING GAS UNE PROPOSED GRADE 1922 1920 1918 1916 1914 1912 1910 1908 1906 r PROPOSED 18" RCP STORM SEWER rL=1914.64 ERfSTtlVG BOWATERn------=------ PROPOSED 8" D.I. WATER MAIN ° EW M. , �4 RIFF -, E-10074 �9 \»��aNE ���a^ 1914 1912 1910 1908 1906 O N a r� er O N co O N a a) O N to O to O O N N of m a t a 0) to a O Of Of rn rn a In O N a N M N NN N a U) M N a T N NCT1 0) N) N N a `c:.1 a O N N O N a 5+ 00 5+50 6+00 6+50 7+00 7+50 7+ m co O N 75 z 0 ROADWAY DESIGN D Computer: DRDESIGN55 0 r_ D a� U cn -JAN-201'4 0 v 0 a U) I 0 00 mo N O :N Lf) m v = Ur LL V) I— ILI W x 0 0 (V O FLOW. STEEL POST PLASTIC CABLE TIES (50 LB TENSILE) LOCATED ON TOP 8" ENTRENCHED EROSION BALES FABRIC II ANY ii GRATE t II I I, I L II HIGH POROSITY SILT FENCE STEEL STUDDED "T" LINE POSTS 5'-6" LENGTH 3'-O" MAXIMUM SPACING A FLO FOAM TRIANGLE TEMPORARY SILT CHECK SECTION FLOG STEEL STUDDED '7" LINE POSTS 5'-6" LENGTH 3'-0" MAXIMUM SPACING PLASTIC CABLE TIES (50 LB TENSILE) LOCATED ON TOP 8" STAKE ENTRENCHED EROSION BALES FLOW INS MS X\\>>. FILTERED \\11,`\�� r� FLOW i� \i\� EROSION BALE AND SILT FENCE FILTER AT INLET NOTES: STAKES SHALL BE WOOD AND BE 2" M 2" x 3'-O" NOMINAL. EROSION BALES SHALL BE 18" x 18" 3 EROSION BALES SHALL BE ENTRENCHED 4 INCH MINIMUM INTO THE SOIL, TIGHTLY ABUTTED WITH NO GAPS, STAKED, AND BACKFILLED AROUND THE ENTIRE OUTSIDE PERIMETER. BURY SILT FENCE 4" MIN. FLOW / / / r 1,_D„ (TYP.) I! I ANY °' la GRATE 11 L -I APRON / STAPLES FOAM TRIANGLE 3" TO 6" TRENCH TEMPORARY SILT BACKFILL & TAMP CHECK SECTION STAPLES PLAN VIEW APRON 3" TO 6" TRENCH BACKFILL & TAMP STAPLES 13 GUAGE MINIMUM FIRE TIE ANCHORS FLOW PROJECT NO. SHEET NO. UK6-550541' I3 c.H.42104 r STEEL STUDDED "T" LINE POSTS 5'-6" LENGTH x 3'-0" MAXIMUM SPACING STEEL STUDDED "T" LINE POSTS 5'-6" LENGTH 3'-0" MAXIMUM SPACING FLOW SECTION B -B FOAM TRIANGLE FILTER AT INLET czar PLAN VIEW LOW POROSITY SILT FENCE -- y x FILTERED FLOW SI NOTES: r �I I II II II II LOW POROSITY C SILT FENCE I 2" FLO 4" 000 STUD 2" x 4" WOOD STUD 13 GUAGE MINIMUM WIRE TIE ANCHORS Nsee- ELEVATION SECTION C -C INLET T FENCE AND WOOD FRAME FILTER AT INLET BURY SILT FENCE 8" TO 10" 1. THE TOP OF THE STRUCTURE (PONDING HEIGHT) MUST BE WELL BELOW THE GROUND ELEVATION DOWNSLOPE TO PREVENT RUNOFF FROM BYPASSING THE INLET. A TEMPORARY DIKE MAY BE NECESSARY ON THE DOWNSLOPE SIDE OF THE STRUCTURE. INLET PROTECTION SHEET 1 OF 2 I F t' -a" T . 11 II aANY L GRATE � ;; II -F (TYP.) � : I i i -'I- STEEL STUDDED "T" LINE POSTS 5'-6" LENGTH 3'-0" MAXIMUM SPACING FLOW SECTION B -B FOAM TRIANGLE FILTER AT INLET czar PLAN VIEW LOW POROSITY SILT FENCE -- y x FILTERED FLOW SI NOTES: r �I I II II II II LOW POROSITY C SILT FENCE I 2" FLO 4" 000 STUD 2" x 4" WOOD STUD 13 GUAGE MINIMUM WIRE TIE ANCHORS Nsee- ELEVATION SECTION C -C INLET T FENCE AND WOOD FRAME FILTER AT INLET BURY SILT FENCE 8" TO 10" 1. THE TOP OF THE STRUCTURE (PONDING HEIGHT) MUST BE WELL BELOW THE GROUND ELEVATION DOWNSLOPE TO PREVENT RUNOFF FROM BYPASSING THE INLET. A TEMPORARY DIKE MAY BE NECESSARY ON THE DOWNSLOPE SIDE OF THE STRUCTURE. INLET PROTECTION SHEET 1 OF 2 ROADWAY DESIGN DIVISION Computer: DRDESIGN55 User: dor1301 16 -JAN -2014 08:00 ID 0 0 C 0 0' o o. mo 0 0 N LI N X X li-0" f s' ANY IGRATE II piI STEEL STUDDED "T" LINE POSTS 52-6" LENGTH 3'-0" MAXIMUM SPACING 0I (TYP.1 PLAN VIEW WIRE MESH AND LOW POROSITY D SILT FENCE FLOW STEEL STUDDED "T" LINE POSTS 5'-6" LENGTH 3'-0" MAXIMUM SPACING LOW POROSITY SILT FENCE AND WIRE MESH (1/2" MIN. TO 4" MAX.) FASTEN WIRE MESH AND SILT FENCE TO STAKES WITH 5 HOG RINGS OR WIRE TIES PER STAKE +Ila►Anerl MINtlannsnia is.srwa.S.S011 M111111111MMI 111111111It ALO, a 411 1111 I nuaaaaaaiaaiaiwnm nis oaalaaannuo lsaanu rant 1011111M1111111111S21111aaaaaaaaalar puaraealraaaa111111aaa:aa■®aaaaaaaaseaa {.R$IIsiu a aa}a}a ennalta>a#;ow vm , 1p1n10111aaa to Ea timaiImm�nnNs Iiti.1iSimJR wla..nhIa iMIS *nag iMW ak' FLOW WIRE ...S BACKED SILT FILTER AT INLET T FENCE IPROJECT NO. SHEET NG. URB -55o5 (4) 14 c.NL 41104 16"x 8"x 8" NOMINAL CONCRETE MASONRY UNIT DRAIN GRATE SILT CHECK E SOLID MATERIAL BLOCK FOR OVERFLOW PLACE A SANDBAG AT EACH END OF CHECK TO HOLD IN PLACE. %" MINIMUM AGGREGATE BACKFILL NOT TO EXCEED HEIGHT OF CONCRETE BLOCK BURY SILT FENCE AND WIRE MESH A MINIMUM OF 6" CURB INLET PERSPECTIVE VIEW PLAN VIEW %" MINIMUM AGGREGATE BACKFILL FLOW OVERFLOW WATER /" WIRE MESH oirsa- S S INLET SECTI©N E -E 4. APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. 14" WIRE MESH SHALL COVER ENTIRE VERTICAL FACE OF BLOCKS AND APRON BELOW THE AGGREGATE BACKFILL. THE TOP OF THE STRUCTURE (PONDING HEIGHT) MUST BE WELL BELOW THE GROUND ELEVATION DOWNSLOPE TO PREVENT RUNOFF FROM BYPASSING THE INLET. A TEMPORARY DIKE MAY BE NECESSARY ON THE DOWNSLOPE SIDE OF THE STRUCTURE. 4. BLOCK COURSES SHOULD OFFSET TO I LJC if) TE 2 'J Z Ii, CO Ci r N ,(N C _ F n / N CO RIGHT-OF-WAY SUMMARY TRACT NO. OWNER LEGAL DESCRIPTION RIGHT-OF-WAY PERMANENT EASEMENT TEMPORARY EASEMENT NEW TAKING 1 JOHN L. & LINDA D. HUNT LOT 7, BLOCK 1, BALTIMORE HEIGHTS ADDITION 0.000 SF 0.000 SF 600 SF 0.000 SF 2 DONALD R. FIELD LOT 8, BLOCK 1, BALTIMORE HEIGHTS ADDITION 0.000 SF 0.000 SF 520 SF 0.000 SF 3 RICHARD L & TONDA R. WOLFS LOT 11, BLOCK 2, BALTIMORE HEIGHTS ADDITION 0.000 SF 0.000 SF 0.000 SF 0.000 SF 4 CORI S. & ELIZABETH I. DREHER PART OF LOT 12, BLOCK 2, BALTIMORE HEIGHTS ADDITION 0.000 SF 0.000 SF 779.69 SF 0.000 SF 5 HAL R. & JUDITH A. HOBBIEBRUNKEN PART OF LOT 12, BLOCK 2, BALTIMORE HEIGHTS ADDITION 0.000 SF 0.000 SF 380 SF 0.000 SF 6 DALE E. & NANCY K. SCHAFER PART OF�LOTS 21 AND 22, BECKS SUBDIVISION 0.000 SF 0.000 SF 666 SF 0.000 SF 7 JAMES D. & NANCY J. KOCH PART OFA LOTS 21 AND 22, BECKS SUBDIVISION 0.000 SF 0.000 SF 550 SF 0.000 SF 8 SALEEM & SHAZIA AHMADLOT 23, BECK'S SUBDIVISION 0.000 SF 0.000 SF 600 SF 0.000 SF 9 CHRISTOPHER M. BOYNE PART OF LOT 7 AND ALL OF LOT 8, GANGWISH HOMES SUBDIVISION 0.000 SF 0.000 SF 0.000 SF 0.000 SF 10 BRIAN A. KOHL & KATHLEEN A. McNERNEY PART OF LOT 7, GANGWISH HOMES SUBDIVISION 0.000 SF 0.000 SF 0.000 SF 0.000 SF 11 DARLE GENE AND CANADA MARIE MARTIN REVOCABLE TRUST LOT 6, GANGWISH HOMES SUBDIVISION 0.000 SF 0.000 SF 0.000 SF 0.000 SF 12 JAMES J. & CATHERINE S. KREBSBACH LOT 5, GANGWISH HOMES SUBDIVISION 0.000 SF 0.000 SF 0.000 SF 0.000 SF 13 TY E. DRAG00 & JESSICA L MEYER LOT 10, LAMPHIEAR'S SUBDIVISION 0.000 SF 0.000 SF 0.000 SF 0.000 SF 14 JAMES E. & JENNIFER L LANGDON LOT 9, LAMPHIEAR'S SUBDIVISION 0.000 SF 0.000 SF 0.000 SF 0.000 SF 15 ROBERT A. & SHARON C. OLDHAM LOT 8, LAMPHIEAR'S SUBDIVISION 0.000 SF 0.000 SF 0.000 SF 0.000 SF 16 DAVID L BROWN LOT 7, LAMPHIEAR'S SUBDIVISION 0.000 SF 0.000 SF 0.000 SF 0.000 SF 17 ROBERT C. & ARVELYN M. LOUDON LOT 6, LAMPHIEAR'S SUBDIVISION 0.000 SF 0.000 SF 156 SF 0.000 SF 18 GREGORY P. & PATRICIA A. SOUCIE PART OF BLOCK 23, LOWMAN'S NORTH SIDE ADDITION 0.000 SF 0.000 SF 154.32 SF 0.000 SF 19 RONALD L. & JONI K. CALHOUN PART OF BLOCK 23, LOWMAN'S NORTH SIDE ADDITION 0.000 SF 0.000 SF 0.000 SF 0.000 SF 20 FLORENCE J. & DONALD W. UHRMACHER PART OF BLOCK 23, LOWMAN'S NORTH SIDE ADDITION 0.000 SF 0.000 SF 0.000 SF 0.000 SF 21 JACKSON'S CAR CORNER, INC. PART OF BLOCKS 23 AND 24, LOWMAN'S NORTH SIDE ADDITION 0.000 SF 0.000 SF 0.000 SF 0.000 SF 22 BENKLN, LLC PART OF BLOCK 24, COWMAN'S NORTH SIDE ADDITION 0.000 SF 0.000 SF 840 SF 0.000 SF O\OLSSON ASSOCIATES PROJECT NO. SHEET NO. URB -5505(4) R1 C.N. 42704 BALTIMORE AVENUE RIGHT-OF-WAY PLAN 1+00 2+00 3+00 4+00 5+00 co CAOLSSON URB -5505(4) PROJECT NO. SHEET NO. ASSOCIATES R2 6+00 C.N. 42704 0' 10' 20' 40' SCALE IN FEET PROTECT POWER POLE TRACT 1 JOHN L. & LINDA D. HUNT 1213 N. BALTIMORE AVENUE LOT 7, BLOCK 1, BALTIMORE HEIGHTS ADDITION 600 SF TEMPORARY EASEMENT TEMPORARY EASEMENT FOR DRIVEWAY CONSTRUCTION 3+50.78 47.29' LT 3+90.78 47.33' LT EXISTING R.O.W. LIMITS OF CONSTRUCTION 3+50.79 32.29' LT 3+90.79 32.33' LT TRACT 2 DONALD R. FIELD 1503 WESTWOOD TERRACE LOT 8, BLOCK 1, BALTIMORE HEIGHTS ADDITION 520 SF TEMPORARY EASEMENT 4+22.81 36.36' LT TEMPORARY EASEMENT FOR 4+22.79 GRADING AND SHAPING 32.36' LT PROTECT TREE 5+52.67 36.55' LT 5+52.73 3 32.55' LT PROTECT TREE SW COR. SEC. 1, 17N R1 OW BALTIMORE AVENUE TRASH ENCLOSURE TO BE RELOCATED BY OTHERS 2TH L if i 010. PROTECT ARE HYDRANT PROTECT TRAFFIC CONTROLLER CABINET 1+34.78 148.11' RT POWER POLE & GUY TO BE RELOCATED BY OTHERS 1+54.78 147.84' RT PROTECT TREE TRACT 22 BENKLN, LLC 1414 W. 12TH STREET PART OF BLOCK 24, LOWMAN'S NORTH SIDE ADDITION 840 SF TEMPORARY EASEMENT TEMPORARY EASEMENT FOR DRIVEWAY CONSTRUCTION 1+55.35 189.84' RT 4.0 1+35.35 PROTECT TREE 190.11' RT LIMITS OF CONSTRUCTION EXISTING R.O.W. POWER POLE & GUY TO BE RELOCATED BY OTHERS TRACT 21 JACKSON'S CAR CORNER, INC. 1210-1226 NORTH BALTIMORE AVENUE PART OF BLOCKS 23 & 24, LOWMAN'S NORTH SIDE ADDITION BoxCulve LEGEND EXISTING RIGHT OF WAY TEMPORARY CONSTRUCTION EASEMENT BALTIMORE AVENUE RIGHT-OF-WAY PLAN STA. 1+09 TO STA. 6+00 s c -0 z < " r rr C _) r- 5+00 TRACT 2 DONALD R. FIELD 1503 WESTWOOD TERRACE LOT 8, BLOCK 1, BALTIMORE HEIGHTS ADDITION 520 SF TEMPORARY EASEMENT TEMPORARY EASEMENT FOR GRADING AND SHAPING PROTECT TREES 5+52.67 36.55' LT 5+52.73 32.55' LT 6+00 7+00 TRACT 3 RICHARD L. & TONDA R. WOLFE 1504 WESTWOOD TERRACE LOT 11, BLOCK 2, BALTIMORE HEIGHTS ADDITION 8+00 TRACT 4 CORI S. & ELIZABETH I. DREHER 1303 N. BALTIMORE AVENUE PART OF LOT 12, BLOCK 2, BALTIMORE HEIGHTS ADDITION 779.69 SF TEMPORARY EASEMENT 9+00 TRACT 5 HAL R. & JUDITH A. HOBBIEBRUNKEN 1307 N. BALTIMORE AVENUE PART OF LOT 12, BLOCK 2, BALTIMORE HEIGHTS ADDITION 380 SF TEMPORARY EASEMENT PROTECT TREES EXISTING R.O.W. UMITS OF CONSTRUCTION 7+60.54 35.36' LT 7+60.51 31.36' LT PROTECT POWER POLE TEMPORARY EASEMENT FOR DRIVEWAY CONSTRUCTION Sc GRADING AND SHAPING 8+05.57 41.08' LT 8+05.54 35.08' LT 8+65.51 40.71' LT 8+65.51 30.71' LT O\OLSSON ASSOCIATES PROJECT NO. 10+00 TEMPORARY EASEMENT FOR DRIVEWAY CONSTRUCTION & GRADING AND SHAPING 8+65.51 38.71' LT I 8+80.56 38.62' LT 8+80.53 34.62' LT 9+45.51 34 22' LT 9+45.51 30.22' LT PROTECT FIRE HYDRANT URB -5505(4) C.N. 42704 SHEET NO. R3 1"=20' 0' 10' 20' 40' SCALE IN FEET 10+15.20 33.81' LT 10+15.25 29.81' LT Bdck A. . torc1. Se PROTECT POWER POLE PROTECT FIRE HYDRANT BALTIMORE AVENUE _POWER POLE & GUY.- TO BE RELOCATED BY OTHERS 7+25.38 a CL 33.041 RT_: 7+43.98 8+03.99 33.06' RT 33.12' RT LIMITS OF CONSTRUCTION EXISTING R.O.W. PROTECT TREE 7+25.38 37.04' RT TRACT 20 FLORENCE J. & DONALD W. UHRMACHER 1236 NORTH BALTIMORE AVENUE PART OF BLOCK 23, LOWMAN'S NORTH SIDE ADDITION 7+40.02 37.06' RT POWER POLE TO BE RELOCATED BY OTHERS TEMPORARY EASEMENT FOR SIDEWALK CONSTRUCTION TRACT 19 RONALD L. & JONI K. CALHOUN 1242 NORTH BALTIMORE AVENUE PART OF BLOCK 23, LOWMAN'S NORTH SIDE ADDITION 7+39.82 57.06' RT 7+43.82 57.06' RT TRACT 18 GREGORY P. & PATRICIA A. SOUCIE 1246 NORTH BALTIMORE AVENUE PART OF BLOCK 23, LOWMAN'S NORTH SIDE ADDITION 54.32 SF TEMPORARY EASEMENT 8+07.96 37.13' RT 8+07.82 56.94' RT 8+03.83 56.93' RT PROTECT EES POWER POLE TO `BE RELOCATED BY OTHERS TEMPORARY EASEMENT FOR SIDEWALK CONSTRUCTION TRACT 17 ROBERT C. & ARVELYN M. LOUDON 1302 NORTH BALTIMORE AVENUE LOT 6, LAMPHIEAR'S SUBDIVISION 156 SF TEMPORARY EASEMENT PROTECT TREE PROTECT TREES TRACT 16 DAVID. L. BROWN 1308 NORTH BALTIMORE AVENUE LOT 7, LAMPHIEAR'S SUBDIVISION TRACT 15 ROBERT A. & SHARON C. OLDHAM 1314 NORTH BALTIMORE AVENUE LOT 8, LAMPHIEAR'S SUBDIVISION PROTECT TREES TRACT 14 JAMES E. & JENNIFER L. LANGDON 1318 NORTH BALTIMORE AVENUE LOT 9, LAMPHIEAR'S SUBDIVISION %/i LEGEND EXISTING RIGHT OF WAY TEMPORARY CONSTRUCTION EASEMENT BALTIMORE AVENUE RIGHT-OF-WAY PLAN STA. 6+00 TO STA. 10+00 L CN Lia N z Ist 10+00 11+00 TRACT 6 DALE E. & NANCY K. SCHAFER 1504 CRESTMOOR DRIVE PART OF LOTS 21 & 22, BECK'S SUBDIVISION 666 SF TEMPORARY EASEMENT I 12+00 TRACT 7 JAMES D. & NANCY J. KOCH 1333 N. BALTIMORE AVENUE PART OF LOTS 21 & 22, BECK'S SUBDIVISION 550 SF TEMPORARY EASEMENT 13+00 TRACT 8 SALEEM & SHAZIA AHMAD 1341 N. BALTIMORE AVENUE LOT 23, BECK'S SUBDIVISION 600 SF TEMPORARY EASEMENT O\OLSSON ASSOCIATES PROJECT NO. SHEET NO. URB -5505(4) C.N. 42704 R4 1"=20' 0' 10' 20' 40' SCALE IN FEET 14+00 1 W UU OC 00 r ; TEMPORARY EASEMENT FOR DRIVEWAY CONSTRUCTION & GRADING AND SHAPING PROTECT POWER POLE & GUY WIRE TEMPORARY EASEMENT FOR DRIVEWAY CONSTRUCTION & GRADING AND SHAPING 10+15.20 33.81' LT 10+15.25 29.81° LT 11+05.17 36.95' LT 11+05.19 34.95' LT / 11+55.89 31.59' LT 11+56.76 37.60' LT 11+56.78 36.60' LT LIMITS OF CONSTRUCTION EXISTING R.O.W. TEMPORARY EASEMENT FOR DRIVEWAY CONSTRUCTION & GRADING AND SHAPING 12+65.63 37.99' LT 12+65.60 PROTECT TREE 32.98' LT 13+85.63 38.34' LT BALTIMORE AVENUE 13+85.60 33.34' LT POWER POLE & GUY TO BE RELOCATED BY OTHERS TRACT 14 JAMES E. & JENNIFER L. LANGDON 1318 NORTH BALTIMORE AVENUE 1322 LOT 9, LAMPHIEAR'S SUBDIVISION LOT 1 TRACT 13 TY E. DRAGOO & JESSICA. L. MEYER NORTH BALTIMORE AVENUE 0, LAMPHIEAR'S SUBDIVISION PROTECT TREES POWER POLE TO BE RELOCATED BY OTHERS POWER POLE TO BE RELOCATED BY OTHERS EXISTING R.O.W. PROTECT TREE TRACT 12 JAMES J. & CATHERINE S. KREBSBACH 1328 NORTH BALTIMORE AVENUE LOT 5, GANGWISH HOMES SUBDIVISION TRACT 11 DARLE GENE AND LAVADA MARIE MARTIN REVOCABLE TRUST 1340 NORTH BALTIMORE AVENUE LOT 6, GANGWISH HOMES SUBDIVISION LIMITS OF CONSTRUCTION TRACT 10 BRIAN A. KOHL & KATHLEEN A. McNERNEY 1342 NORTH BALTIMORE AVENUE PART OF LOT 7, GANGWISH HOMES SUBDIVISION TRACT 9 CHRISTOPHER M. BOYNE 1346 NORTH BALTIMORE AVENUE PART OF LOT 7, ALL OF LOT 8, GANGWISH HOMES SUBDIVISION it I I i1 I i LEGEND EXISTING RIGHT OF WAY TEMPORARY CONSTRUCTION EASEMENT BALTIMORE AVENUE RIGHT-OF-WAY PLAN STA. 10+00 TO STA. 13+81 0 :RN (Th. RN -0 C (0 .s- • • CeR •—• X (N. RN 0-1C‘r 0 C C E LL_ (J) (N, !:\ a C:( R.RN O • 0 ci- C.) I LLJ > X E L C C 0-3 CN tc; eN 't C._ I: 0 < 02 La C\1 N 0 CO CO • N 0 NN 000)010) co 0 to 19 LL6 1 1N 017 s I 6 1. 94161 •k3 0 N -1'o 6 t 0 0 N 1 0 N 0 CO CO N 0 00 I N N 0 a) cm 0) 0) 0) CD 07 (73 N 0 CO ciD NI•N 0 00 NN 0 00)0)00)0)0a 69L161 Et'11.61. WL WI! 11 -- 9VO£ 61. 0 N ro 1 0 N 0 00CO .4- N 0 00 I N N aa aa U) N 0 00 W N 0 CO N 0 CO CO* N 0 CO NN 0 NN 0 0 0 MO 010 0 0) 001010)0 C1)0 0 1 a 1 cKLLeL t4 161. In 0 N 0 N NO NN 0 co co .4- NO031 0 00)0)0)0) 0 In jo r 0 0 N 1 rn 1 0 0 00 CO N 0 03 I 0 000 00)0 0 N Ma Ma MO) O\OLSSON ASSOCIATES Le) C\I COCO CO 0 I i o I i -4- r , Cr - 1 I I i ' I , 1 1 I o I 0 N 400 PROJECT NO. SHEET NO. URB -5505 (4) X1 C.N. 42704 03 tO * N 0 el) a a, a a I o c4 1 1 L i*to0 0 03 CO N 0 CO I 090 0)010)0) SCALE: 1"=10' HORZ. 1n=5' VERT. r - 0 0 N 1 1 1 0 0 co (0 N C7)0)0 MOM BALTIMORE AVENUE CROSS SECTIONS STA. 1+09 TO STA. 2+25 0A_NDOR title b!oc< LU 1) cc m CN CN 4) (N ° uj Ld, < M X CN CNI N-) 0 0 hn, 0 X n+ - (N +.X (N(N (0 CN C 2 :3 0 a j. C LU X ON Ca :N +.>,1 o (N 0_ >, LI - N 0 co cp. N N 0) a) 6.)- r N 0) 0) 0) ... 0 to co zola161. it B1.6 L 11 — proc 0 0 ro 0 N 0 0 0 N N) 0 CD N 0 CD' 0) c7) C7) g to CJ co N 0 CO CO N 0 CO N N 0 0) 0) 0) 0) 0) 0) 0) 0) r 0 LW - L2*CV Lr) o N 0 N N 0) 0) Ce, CO CO wct N 08 0) 0) 0) 0) 0) 0) - U 0 N 0 ++- 0 N 0 ro 1 Lo0 N 0 CO co N 0 CO I CNI N 0 CI) 0 0) 0) 0) 0) 0) 0) LO1 161 0 Hi be LO9L6LJ. 1 N 0 00 N N 0) 0) CD N 0) 0) 0) 0) .. . 0 r 0 N co I a N N N 0) 0) 00 C co co •+4- N 08 a a 0) 01 0) 0 ' 0 as' e'L N 0 CO 0 N N N a cm 0) 0) 0) 0) to N— CNI 0 00 <0 et N 000 0) CD CD 0) 0) 0) 0) OkOLSSON ASSOCIATES N 0 00 N N 0) PROJECT NO. SHEET NO. URB -5505(4) X2 C.N. 42704 to CO N o ca a a a) a) a) a SCALE: 1"=10' HORZ. 1"=5' VERT. BALTIMORE AVENUE CROSS SECTIONS STA. 2+50 TO STA. 3+50 0 OA ND0R t|t|e N 0 03 N N N 0) 0) 0) CO N 000 0 Ch 0) 0) 01 CY) CY) 0 LZ 61.61. 1.61. Ni- N 0 CO N N N n- 0) 0) 0) a) N 0 00 0) F) 0) 0) 0 N 0 1 0 N 1 to 0 LI) LtD Nia N 0 00 CO NJ- N 000 N N N 0) 0) 0) 0) 0) 0) 0) 0) 0) N 0 0 • N 0 03 CO N 0 03 N N N 0) 0) 0) 0) 0) 0) 0) 0) 0) 0 LI) N 0 N N N 0) 0) 0) LtD °sr 00 cc NI- N 0 CO0 0) 0) 01 0) 0) L.0 C4 N 0 00 CD • N 0CO N 0 a) o • N 000 N N 0 NN 0) 0) 0) 0) 0) 0) 0) 0) CD a Cr) 0) 0) 0) a CD N/- N 0 03 CO NJ - NN N a a N 0 a 01 CD CO I a 179'6151. , 4 1 a 0 Z9* Let 6' L6L 0 0 1 0 N 0 0 11) N 0 CO CO NJ- N 0 CO I N N 0 cr) (y) 0') a 0) CD 0) 0) 1/4 ii I ; I • 0 0 • ; I i I 317' L6,1 N 0 0 N 0 N N 0) 0) 0 1 0 U) CO co N 0 CO I 0 0) 0) 0) CD CD 0) O\OLSSON ASSOCIATES N NN 0) 0) PROJECT NO. SHEET NO. URB -5505(4) X3 C.N. 42704 LtD co 03 CO NS- N 000 a a 0) CD 01 r 0 U) 0 ; f U 1.611. N 0 I r N 0 CO N cc CC CY) CD 0) a SCALE: 1"=10' HORZ. 1"=5' VERT. BALTIMORE AVENUE CROSS SECTIONS STA. 3+75 TO STA. 5+00 F ---I I I I I I 1.611. N 0 I r N 0 CO N cc CC CY) CD 0) a SCALE: 1"=10' HORZ. 1"=5' VERT. BALTIMORE AVENUE CROSS SECTIONS STA. 3+75 TO STA. 5+00 0A_ND0R title block Lii tf) OH CN (N O 0 0 Lii Cr) X CN -0 5 C) NH0 LL, CC flY X 2.( I 0 (NI CN cc) (NI cv cri (N a• 0 X \ (NI IN ° C 1,„ 6 0 In IN 0 o IN Li 0_ /Lii cZII LCD N CO • N 0 0 0 • N 0 CO N N N 0 C7) CO Cf) CO 0 CO CD a 0) LI 0 LZ Z6 2* Z6 L 0 N 11 *9.02 StO ;ZT- tl 1-11 U) N 0 N U) w1- N 0 00 CD N N N 0) 0 (I) • N 0 00 0 cy) a) a) a) wl• N 0 N N N CO CO 0) N r 00 CD * N 0 CO 0 Ch 0) 01 a) 01 CY) U) 0 0 N 0 01361. C. Z61. *4N - N N 1 0 N 03 CD '4- N 0 01 01 a a 0) 0 N o U) co I cch N 0 N N N CO 0) 00 co * N 0 03 0 CO On 0) a CY) as 1.0 Z6 Z. Z61. 0 N 0 0 N 0 LO LO • N 0 CO CO • N 0 00 N N N 0 0 CO 0) 0) a Cf) CA CD 0) r0 0013Z 6940Z6 L8'61.61 vont N 0 N N N 0) a CM 0 ac co N 0 00 I 0 CY) 0) a 0) N 0 N N N CI) CD cc CD 0 N 0 CO CO * N 0 00 N N N chcbcpcncna 'DJ — 0 4'061 ; .9z I o 0 0 4 19 LB L • 0 L6,1 0 t to -r iteXt 0 or- _ 1 i ps.v.zvi ! i- i 0 • N 0 CO I 0 CO 0) 0) 01 a) 0) 't N a to N 0 OD (0 -4- N N C) N 0 0 I.0 CO I 0 0) CAOLSSON ASSOCIATES PROJECT NO. SHEET NO. URB -5505(4) X4 C.N. 42704 LO N LO • N 0 cc • N 0 °3 N N N 0 0) CD CO 0) CO C7) a 0) a I 0 ' 0 ; I i I 1111 • III 13 MUM IWflnnrAfl' man ISMS N N N 0 N 0 0 In co Q0 NI- N 0 CO I 0 CT) 0) 0) CD 0) 0) SCALE: 1"=10' HORZ. 1"=5' VERT. BALTIMORE AVENUE CROSS SECTIONS STA. 5+25 TO STA. 6+25 .4T rn ("C! 0 U) x re) 01CN 0 NO 0 0 Li CO Y. X 0 (NO (N2 C kr) c 0 0 c C\! 0- c\ C\I 1'0 0 en 0\ _ C.) o CN LJ)_ 0 CLI C) < N 0 N N N 03 0) 0) LC) 00 CD N 0 CO 0 0) CD 0) 0) 0) — Z6.63 £1.1Z6L-1— 0 et N 0 00 CD N N N N r 0) 00 0) 0) 0) 0) 0 0 to o co I `En- 8 • N 0 N N N 0) 0) 0) LO oc) CD 1- N 0 03 0 0) 0) 0) 0) 0) 0) 69' Z6 L 0 1:ir Z61. 11 — L002 SSLIZ6.1 0 • "S\ N 0 N N N 0) 0 q) 0) 0) 0) 0) CO CD N 0 00 0 0) 0 N 0 0 In N— N 0 a) a) • N 0 CO NNNN 0 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) t N ET Z6 L 0 COZ6L N CD ▪ N 0 00 NNNN 0) 0) 0) LO N- CO CO N o co 0) 0) 0) 0) 0) 0) 0 N Z6L Z6L : I o 0 T 11 CO N 0) N 0 03 CO N N N N 0) 0) 0) • 1- 0 if) 0 CO I CD •4:1- N 0 00 CD 0 C3d 0) 0) 0) 0) 0)0) g9 0 ce N 0) 0) 0) 0) 0) 0) o .4- I ! I I..._ i ' ! ; ; OkOLSSON ASSOCIATES (13 N 0 00 NNNN 0) 0) 0) 0) 0) 0) Of 0) 0) 0) PROJECT NO. SHEET NO. URB -5505(4) X5 C.N. 42704 LO C.0 • N o 00 H H. Z6L 0 LC) 0 10 N 0 I I CD N 0) 1- 04 0) N N 0) ! 0 ; 0 OD Co N o U)1 0 0 CD 0) 0 0) 0) SCALE: 1"=10' HORZ. 1"=5' VERT. BALTIMORE AVENUE CROSS SECTIONS STA. 6+50 TO STA. 7+50 OA_ND0R title block (3± C ^ LO co N 0 co (0 • N 0 N 0 CO 43 N 0 00 N N N 0 N N N 0 0) 0) 0) 0) 0) 0) 0) 0) 0) CO 0) 0) 0) 0) 0) 0) 01 0) r- 0 CF 0 N -172:1)Z61. 0 Z61. -Pi 11 -- 00' 4,9"0 I, I 1 0 0 N 0 to 0 0 LO N 0 00 co N 0 CO I N N N 0 co co co 0) 0) CO CD 0) 1 - Uc136 LITOZ61 e 0 0 N ▪ N N 0) 0) 0) 00 CO CO el- N 0 CO 0 0) 0) 0) 0) 0) 0) I 96'�Zth tS3 QV Z61. C Z61 4 0 0 to Z61. 0 13• Z61. 8 0 N • 0 0 00 "t N 0 a) co -4- N 0 CO N N N 0 0) 0) 0) 0) 0) 0) 0) 0) 1 O\OLSSON ASSOCIATES N 0 co N N N 0) 0) 0) 0) 0) 0) 0) CD 0) PROJECT NO. SHEET NO. URB -5505(4) X6 C.N. 42704 N- N - (0 N 0 00 0 0 , ctifcoz,LL p..1.Z _, 1 4 f-- , cki 0 0 96'0Z I. 1 N 0 N N N 0) 0) 0) CO CO N 0 OD 0 0) CD 0) CO 0) co 0 U) 1- N 0 N N N 0) 0) CO (0 N 0 0) 0) 0) 0) 0) 0 1 ' A N 0 03 N N N 0) 0) 0) 0) 1 • , I t 4 • --4, - ---1 I f ; CI L. LO CD 1- N 0 CO I 0) 0) 0) Of 0) L N N 0 CO (13 N co co c) 0) 0) CO 0) 0) a) 4 0 tO NO 00 I SCALE: 1'1=10' HORZ. 1"=5' VERT. BALTIMORE AVENUE CROSS SECTIONS STA. 7+75 TO STA. 8+75 NTh (NI 0 17,;31 L.L1 vr 7-1 X CN r:N/ N-) N) 0 C.) IL) (I) :1Y X a! 10 (NO CN ^0, 1 7;2 (t) C 0 C LU E z X 01 (1 \ ,r) b `J- cr, 0_ S2CN o 0ri o_ - C LU 00 • N 0 00 tf) 11- N 0 00 CO N N N 0 0 CO 0) 0) CO 0) 0) 0) 0) 0) 0) 18 00 ElZ teS'OZ 6 I 0 C. C C N ▪ N N N N a) a) a) CO CO CO CO 0) 0) 0) 0) 0) U) co I 0) U) N 0 CO CO ▪ N 000 AO N N N 0 0 0) 0) 0) 0) 0) 0) 0) CD 0) CO 0 1 0 — 0013Z 6L 'OW 0 0. oi • Z61, 0. Z61, N N N 0) 0) 1 N N) 1 l() 0 CO CO 'ct N o op co I N 0 0 0) 0) CO 0) F) 0) 0) Of ▪ N 0 N N N 0) 0) 0) In CN1 0) CO CD N 000 CO 0 0 0) 0) 0) 0) 0) 0) CO N 0 0 0 N a 1 1 N 0 00 N N 04 0) 0) 0) 0) CO N 0 CO 0 0) 0) 0) 0) or) N 0 N N N 0) 0) 0) CO CO • N 0 00 (C) 0 0 0) 0) 0) 0) 0) CO CO 0 • i IL) 0 N 0 Li r 1 Z ZIS 0 N 0 4 N 0 00 N N N 0) 0) 0) 0) r---1 _1 ; 1 j T ! I a i 4 in CO 1- N o co cip I o o 0) 0) 0) 0) o) 0) N 1 0 OkoLSSON ASSOCIATES PROJECT NO. SHEET NO. URB -5505(4) X7 N 0 co N N N CO 0) CO 0) C.N. 42704 0) 00 CO N o 10 0) 0) 0) 0) 0) 0 0 0 , 0 0 N 0 00 N N CO 0) co * N CO 0) CO 0) 0) 0) SCALE: 1'1=10' HORZ. 1"=5' VERT. BALTIMORE AVENUE CROSS SECTIONS STA. 8+91 TO STA. 9+75 0/\_ND0H title block Li In cc aJ a_ N N NJ a: 0 (I) Ui Ujw (i) < N N D CC3 X ve) N -c5 6 Lii LiD OG X rY I 0 NO N V) 1 N 7N) co C 0 3 (.2.5 o L7 C L.LJ I E N NJCD r-) CN 0 0 co /1 0 Li Of— no • N 0 N N N a a a CO U) r CO co NI- N ® co co °I) o o • a a hi •44- N 0 co N N N o a a a a a a CO a a U) r co * N o OD (C) 0 0 1 0 N, N 99°666 I0 1,6 6 0 -• gZ*1 • N 0 CO CO N 0 CO N N N 01 a 01 CO 0) ta- at - 0 ttrt,•. r I . 0 I t I 0 I I i . . . i I 1 c•I 1 1 r 0 t , I I ' r i 1- 1 i 1 , 1 ) jt 3 4 Ai 1. -- ... I 0 t 1 in (CO I * N o co co 1- N 0 03 CO 1 0 N N N r r r srir 0 0 0) Ch CO 0 a MCA a CO a a re r er er r rctt N 0 N N N N CO CD N 0 CO CO 0 0 0 0 0 a 0 0 01 e COZ 11 0 ; r';L611 IlL vac Ito -1 Ifl 03 �I 0 ent N 0 N N N 0 co Co N 0 03 CO 0 0 0 0 0 0 0 0 0 0 0 0 t r H0 In N 2 0 0 03 ch 01 a 0) 0) a OkOLSSON ASSOCIATES N 0 00 N N N CD 0) 0) PROJECT NO. SHEET NO. URB -5505(4) X8 C.N. 42704 N <0 00 CO 0 0 0) 0) 0) 01 a a N 0 CO CD N N N N 0) 01 01 CO (7) 03 0 0) a SCALE: 1 "=1 0' HORZ. 1"=5' VERT. BALTIMORE AVENUE CROSS SECTIONS STA. 9+89 TO STA. 10+56 0A_ND()R title block LU Ui 12_ Ni NJ 0r Co 0 3 1-L) < CD X NJ 1%0 N -Ps NJ 0 L441 X CC 0 N CNO Nil N • N w C\I c 0 -5: c Lii cc z E N O- N LO • CN 0 , rn w 2>-, 0 , • • • 0 N 0 N N N 01 0 01 T- ir co co • c‘a o o o coca cocoon .i— i I (41 t 0 1 1 , " 1 : ! ! , t i 10 ; Pr) 10 N 1611 ! 1- 1 ; $ $ ; % , ; 1 I ; --i- It N a CO a L,J...LJ 1 1 N 0 CO (0 It N N 0) a 0 -411 N 0 CO cot 0 0 CD CI 0) 0) 0 0 N It N 0 N N N a a a LO 00 co St CN 0 00 CO 0 0 a al C)) 6' LL Ho 0 N 0 r 0 N N 0 00 N N N 00100 tO It N 0 CO 0 0!) 0) 0) CO ▪ r <r• r It no co I a N N N 0) 0 00 tO It N CNA 0 0 a a LO r to 00tO 0 0 0 a r 51 IN in N N N 0 asa 0 N co C.0 N 0 a a a a a OD N 0 N N N 0) 01 a co co It N o 0 ▪ 0 0) 0) 0) 0) 01 0) 0) CAOLSSON PROJECT NO. URB -5505(4) AS SHEET NO. X9 Tim N 0 N N N 01 a a C. N. 42704 LO N.0 co co It N 0 03 03 0 0 0) 0) 0) 0) 0) 0) 0) 0 tO 18 In pro 0 0 I a 9t 0 Ii N N N 0) co 03 It N 0) a a in It 0 cotIC in 0 Ht It N 0 N N N 02 CI 0) a) t32 01 01 0) ch 0) SCALE: 1"=10' HORZ. 1"=5' VERT. BALTIMORE AVENUE CROSS SECTIONS STA. 10+75 TO STA. 11+75 0/\_NDL)R title block • ' LjJ 0 0 LU CO LY X ('-JO CN a_ N C O 0 6 C .2) ' C N °- NI ° 71- 0 0 • (N O _ 0 N - C 0 CO N 0 00 CO N 0 CO CO N N 0 0 0) 0) 0) 0) 0) a) 0) 0) 0) lel - L0'6 0 r N 0 CO CO 1- N 0 CO CO N N 0 0 0) 0) 0) 0) 0) 0) 0) 0) 0) •11 0 N 0 vine!. rsti.61, N) N 0 - 9 9 cc ▪ N 0 00 CO 0 o a, a, 0) 0) 0) 0) 0) a) 0) 0 IL) CO 0 0 II C4 • ' CO T- I \\- N 0 CO CO N 0 00 CD N N 0 0 0) 0) 0) 0) a) 0) 0) a) 0) -4- 0 0 0 0 0 N 0 1 N 0 00 CO N 0 00 c0 N N N 0 0 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) r 3 0 -02966 L 17' I.& N 0) 0 0 0 0 N 0 N 0 00 CO 1- N o co (�I N N 0 0 or) 0) CA 0) C) o) N 0 co N N N 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 03 N 0 00 8 0 N 0) N N o a) CD * N 0 00 0 o) 0) 0) 0) 0) 0) o) 0 0 N 0 co N N N %- a) 0) 0) 0) CO 1" N 'CI) 'CT) 'CT) 10 04 CN Ts - 0 a) a) o o 0) 0) , 0 ; 09.AOLSSON ASSOCIATES PROJECT NO. SHEET NO. URB -5505(4) X10 ▪ N 0 co N N N 0) 0) 0) 0) C. N. 42704 04 r (0 • N 0 00 (.0 0 0 0) 0) 0) 0) 0) 0) - U 9916 I. • I , • N 0 03 N N N 0) 0) 0) 0) 1 1 ! Ho 4— 4 N 0 co co I 0 0 0) CD 0) 0) 0) 0) 18 • I • 1!. • • • 4 I us. wc ; LC '0 ZS I. 0 0 161. ; 0 ; • ; 0 0 N , r ' 1 I I0 N N 0 N N CY) 0) 03 CD N 0 0) 0)0) 0) SCALE: 1"=10' HORZ. 1"=5' VERT. • TIMOTHYA, GOMA tt.' 9055 BALTIMORE AVENUE CROSS SECTIONS STA. 12+00 TO STA. 13+00 v rThZ! C- 0 w X r, N iv O O O w in jX X • O 0 0 w ;nc X :Y I^ N N;, N N N 2A N C r O 0 Cr_ Is C • ,L X L n - N N ro 0 N n C i / 0 (N U (N O N 0 0 Li Crcam, LO + r O O CO et N 0 O O 0) 0) 0) N 0) 0) r r 0) 0) 0) r 0 N 0) CO CO N 0) 0) 0) 0 00 O) ®O) co I O 0) 0 + r N 0 N N CO CO * N O CO CO 0 0 0) 0) 0) 0) 0) 0) 0) 0) 0) 0 B'L l61. 0 0 N 0 M NN 0 0) 1 O CO 0 In • N.... 0 CO CO I 0) 0) 0) 0) 0) 0) N NN N 0) (3) LO + M r O CO * N 0 0 0 0) 0) 0) 0) 0) 0) 0) N N 0) 0 N a co O N 0) 01 0) 0) 0 0 0 0 I 0) 0) 0) N 0 N N 0) 0) 0 LCD CO O O N 0 00 O O W a 0) 0) rn 0) 0) N N 0) rn O + M 00 O * N O 0 0 0) 0) 0) O 0) 0) 0) O\OLSSON ASSOCIATES PROJECT NO. SHEET NO. URB -5505(4) X11 C.N. 42704 LCD N + Cr) r NN N co c0 * N o CO -0 O 0) O) 0) O) 0)Cn 0) 0) I I U O O N { iri 1 e O O M 0 N O O O 0 0 an N O co c0 * N 0 00 CO I N N 0 0 a O) O rn 0) 0) O) a a SCALE: 1"=10' HORZ. 1"=5' VERT. BALTIMORE AVENUE CROSS SECTIONS STA. 13+25 TO STA. 14+25