2011 LOCAL STREET IMPROVEMENTS
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- Beverley Short
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1 11 LOCAL STREET IMPROVEMENTS FOR THE MARCH 11 LIST OF DRAWINGS W. MAIN STREET/STH 19 E. MAIN STREET/STH 19/STH 113 DRAWING TITLE NO. TITLE 1 PROJECT OVERVIEW 2 KLEIN DRIVE CONSTRUCTION PHASING PLAN 3 PHASE II TRAFFIC CONTROL PLAN 4 PHASE III TRAFFIC CONTROL PLAN DETAILS 6 INTERSECTION DETAILS 7 VILLAGE OF WAUNAKEE N WINSTON WAY TYPICAL SECTIONS WINSTON WAY - PLAN 8 9 PROJECT LOCATION WINSTON WAY WOODLAND DRIVE KLEIN DRIVE - PLAN AND PROFILE S KLEIN DRIVE West Wingra Drive Madison, WI FAX NO SCALE CONTRACT NO JOB NO S:\MAD\ \162\8\Micros\PLAN\WINSTON\1_Title Sheet.dgn user: ericv 2/21/11 2:33:33 PM
2 2 JOB NO
3 ACCESS TO POST OFFICE R-71L 72" X 36" ACCESS TO POST OFFICE R-71R 72" X 36" 3 JOB NO
4 48" X " USE OTHER END TYPE III BARRICADE R " X " ROAD CLOSED TYPE III BARRICADE 72" X 36" 4 JOB NO
5 N PHASE III TRAFFIC CONTROL NOTES: WHEN WORKING IN THE INTERSECTION OF WILLIAM WAY AND KLEIN DRIVE, CONTRACTOR MAY CLOSE OFF THE ENTIRE INTERSECTION AND SHALL TEMPORARY RELOCATE TRAFFIC CONTROL SIGNAGE AND ROUTE BUSINESS TRAFFIC FROM WILLIAM WAY SOUTH ON KAY DRIVE AND KLEIN DR. CLOSED AHEAD W- EAST ON FOURTH STREET TO KLEIN DRIVE. THE EXACT TIMING OF PLACEMENT, AND LOCATION AND SPACING OF ALL SIGNS AND DEVICES SHALL BE ADJUSTED TO FIT FIELD CONDITIONS AS APPROVED BY OWNER OR ENGINEER. MAIN STREET SHALL REMAIN OPEN TO TWO-WAY TRAFFIC AT ALL TIMES. CONTRACTOR SHALL PROVIDE TWO-WAY ACCESS CONNECTING KLEIN DRIVE TO WILLIAM WAY AND KLEIN DRIVE TO REEVE DRIVE AT ALL TIMES. SIXTH STREET FIFTH STREET FOURTH STREET HOLIDAY DRIVE KAY DRIVE KLEIN DRIVE ACCESS TO KLEIN DR. BUSINESSES R-71L 72" X 36" R " X " ROAD CLOSED TYPE III BARRICADE R " X " ROAD CLOSED TYPE III BARRICADE ACCESS TO KLEIN DR. BUSINESSES R-71R 72" X 36" ACCESS TO POST OFFICE R-71L 72" X 36" WILLIAM WAY TACO BELL BURGER KING MAIN STREET POST OFFICE ACCESS TO POST OFFICE R-71R 72" X 36" ACCESS TO KLEIN DR. BUSINESSES R-71L 72" X 36" ACCESS TO POST OFFICE REEVE DRIVE R-71R 72" X 36" MAINTAIN ACCESS TO POST OFFICE DRIVEWAY SUNSET LANE R " X " ROAD CLOSED TYPE III BARRICADE R " X " ROAD CLOSED ACCESS TO TYPE III BARRICADE POST OFFICE NO. REVISIONS MARCH 11 KLEIN DRIVE CHK RKS DES EDV PHASE III TRAFFIC CONTROL PLAN 11 LOCAL STREET IMPROVEMENTS CENTURY AVE KLEIN DR. CLOSED AHEAD W- R-71 72" X 36" ACCESS TO KLEIN DR. BUSINESSES R-71 72" X 36" PHASE III TRAFFIC CONTROL PLAN JOB NO
6 7 STANDARD SYMBOLS 24" EXISTING RCP NEW RCP 3 - NO.4 X 2 -" TIE BARS PROPERTY LINE AND/OR RIGHT OF WAY SPACED AT 3 -" C-C TEMPORARY EASEMENT 6" I.P. PERMANENT EASEMENT ON SEWER IRON PIPE PROPERTY IRON VARIES CONNECT TO EXISTING RCP VARIES CONNECTION NOTES: 1. CONNECTION SHALL BE MADE TO BELL END OF EXISTING RCP " CONCRETE COLLAR SHALL BE FORMED AND POURED OVER CONCRETE CURB & GUTTER 3 1/2 " MIN. BENCH MARK RCP CONNECTION JOINT CENTERED OVER THE END OF THE BELL BURIED TELEPHONE CABLE PEDESTAL EXISTING UTILITY POLE LIGHT POLE TELEPHONE POLE MAIL BOX ROAD SIGN OBJECTS TO BE REMOVED CONCRETE COLLAR RCP TO RCP CONNECTION DETAIL NO SCALE 12" ADJACENT VALLEY GUTTER TYPICAL TIE BAR LOCATION REVISIONS DECIDUOUS TREE NO SCALE CONIFEROUS TREE BUSH/TREE LINE PAVED ROAD EXISTING CULVERT EXISTING CULVERT IN PROFILE EXISTING DITCHLINE ORIGINAL GROUND IN PROFILE EXISTING CONTOUR NO. 1 2 BENCHMARK TABLE - WINSTON WAY LOCATION DESCRIPTION ELEV. NORTH WINSTON WAY FIRE HYDRANT BETWEEN 7 AND 9 WINSTON WAY TOP NUT WINSTON WAY AND BRISTOL DR. FIRE HYDRANT 928. NE QUADRANT TOP NUT BENCHMARK TABLE - KLEIN DRIVE 3 6 1" TYP. NO. MARCH 11 ARM CHK EDV DES FENCE GUARD RAIL SILT FENCE STRAW BALE BARRIER CONTROL POINT NO. 1 2 LOCATION KLEIN DRIVE AND SIXTH STREET NW QUADRANT KLEIN DRIVE AND FOURTH STREET SE QUADRANT DESCRIPTION FIRE HYDRANT TOP NUT FIRE HYDRANT TOP NUT ELEV " CLR. 8" MIN #4 12" O.C SEP SV WELL GUY WIRE SEPTIC SEPTIC VENT WELL 3 4 KLEIN DRIVE AND MAIN STREET NW QUADRANT KLEIN DRIVE AND SUNSET LANE NW QUADRANT FIRE HYDRANT TOP NUT FIRE HYDRANT TOP NUT VALLEY GUTTER DETAIL NO SCALE CAUTION NOTATION FOR COMBUSTIBLE FLUIDS 6" W 6" SAN 6" SAN 4" NEW WATERMAIN NEW WATER MAIN AND FIRE HYDRANT WITH AUXILIARY VALVE NEW WATER MAIN VALVE EXISTING SANITARY SEWER AND MANHOLE NEW SANITARY SEWER AND MANHOLE NEW FORCE MAIN FIBER OPTIC STORM SEWER SANITARY SEWER WATER MAIN PEDESTRIAN CURB RAMP WIDTH VARIES VARIES TO 6" 6" SIDEWALK RAMP (") 6" VARIES CURB AND GUTTER 18" 2" MILL EXISTING PAVEMENT SURFACE PRIOR TO SURFACE COURSE PAVING SAWCUT AT PROJECT LIMITS DETAILS 11 LOCAL STREET IMPROVEMENTS TELEPHONE OR TV CABLE GAS MAIN UNDERGROUND ELECTRIC CABLE PEDESTRIAN CURB DETAIL NOTES: CROSS SECTION VIEW RAMP SLOPES SHALL NOT BE STEEPER THAN 12:1. NO SCALE SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2% TERRACE ASPHALT BUTT JOINT SAWCUT AND MILL DETAIL NO SCALE 1) 2) GENERAL NOTES: ALL WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR UTILITY AND STREET CONSTRUCTION. EROSION CONTROL ITEMS SHALL BE INSTALLED PRIOR TO ANY GROUND DISTURBANCE OPERATIONS. EROSION CONTROL ITEMS INCLUDE, BUT ARE NOT LIMITED TO, SILT FENCE, INLET PROTECTION, STONE TRACKING PAD, ROCK CHECKS, AND DITCH CHECKS. REQUIRED LENGTH OF RESTRAINED PIPE BEYOND FITTINGS IN FEET CABLE UTILITY OWNERS ELECTRIC ELECTRIC 3) 4) ) ALL DISTURBED AREAS WITH SLOPES 3:1 AND STEEPER SHALL BE RESTORED WITH SALVAGED TOPSOIL, SEED, MULCH, AND CLASS 1 - TYPE B EROSION MAT. ALL OTHER AREAS SHALL BE RESTORED WITH SALVAGED TOPSOIL, SEED AND MULCH. ALL MULCH SHALL BE INSTALLED PER WDNR TECHNICAL STANDARD 8. AREAS OF THE SITE THAT ARE DISTURBED SHALL HAVE STABILIZATION MEASURES APPLIED WITHIN 7 DAYS OF REACHING FINAL GRADE. EROSION CONTROL ITEMS SHOWN ON THE PLAN S REPRESENT THE MINIMUM AMOUNT REQUIRED. ACTUAL LOCATIONS AND QUANTITIES OF EROSION CONTROL SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. FITTING 9^ BEND 4^ BEND 22^ BEND LENGTH MINIMUM 2 MINIMUM MINIMUM CHARTER COMMUNICATIONS 271 DANIELS STREET MADISON, WI 3718 MR. STEVE HEGGE (68) EXT ATC 2 FEN OAK COURT MADISON, WI 3718 MR. KURT HENDRICKSON (68) ALLIANT ENERGY 6462 BLANCHARS CROSSING WINDSOR, WI 398 MR. BRAND SMITH (68) ) 7) PROVIDE INLET PROTECTION TYPE C FOR ALL CURB INLETS. PROVIDE INLET PROTECTION TYPE B FOR ALL GRATED MANHOLE COVERS. THE LOCATION AND TYPE OF FITTINGS SHOWN ON THE DRAWINGS ARE APPROXIMATE. CONTRACTOR SHALL PROVIDE ALL NECESSARY FITTINGS 11^ BEND MINIMUM GAS TELEPHONE ELECTRIC, WATER, AND SANITARY 8) 9) ) 11) TO COMPLETE UTILITY INSTALLATION AT NO ADDITIONAL COST TO OWNER. IF MULTIPLE SERVICES ARE FOUND STUBBED TO ANY SINGLE LOT, CONTRACTOR SHALL DETERMINE WHICH SERVICES ARE ACTIVE PRIOR TO HOOKUP. CONTRACTOR SHALL COORDINATE SPOT CURB REPLACEMENT AREAS WITH THE, OR VILLAGE REPRESENTATIVE. (SEE SPECIAL PROVISIONS) EXISTING UTILITIES, PROPERTY LINES AND RIGHT-OF-WAY LINES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY EXACTION LOCATIONS. EXISTING LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION, SIZE, MATERIAL AND ELEVATION OF EXISTING UTILITIES. DEAD END TEES FIRE HYDRANT LEADS MINIMUM ALL JOINTS MADISON GAS & ELECTRIC P.O. BOX 1231 MADISON, WI 371 MR. LARRY CAPPS (68) TDS TELECOM 3 BACON STREET WAUNAKEE, WI 397 MR. TOM OLSZEWSKI (68) WAUNAKEE UTILITIES N. KLEIN DRIVE WAUNAKEE, WI 397 RANDY DORN - WATER/SEWER DAVE DRESEN - ELECTRIC (68) JOB NO EGTWSAN SS FO S:\MAD\ \162\8\Micros\PLAN\WINSTON\6_DETAIL.dgn user: ericv 3/14/11 9:19:8 AM
7 MH POST IP IP WINSTON WAY AND BRISTOL DRIVE INTERSECTION DETAIL SCALE: 1"= KLEIN DRIVE AND MAIN STREET (STH 19) INTERSECTION DETAIL SCALE: 1"= LEGEND TC-TOP OF CURB BOC-BACK OF CURB EOR-END OF RADIUS FL-FLOWLINE FLG-FLAG OF CURB R-RADIUS SW-SIDEWALK LP-LOW POINT HP-HIGH POINT CL-CENTERLINE (FINISH GRADE) KLEIN DRIVE AND FIFTH STREET INTERSECTION DETAIL SCALE: 1"= 7 JOB NO S:\MAD\ \162\8\Micros\PLAN\WINSTON\7_INT_DETAIL.dgn user: ericv 3/14/11 9:34:33 AM
8 EXISTING 66 RIGHT-OF-WAY C L " " PROTECT EXISTING GRASS (TYP.) PULVERIZE MILL TO FULL DEPTH OF ASPHALT. SALVAGE MILLINGS AND GRADE AS NECESSARY. CONTRACTOR SHALL UTILIZE EXCESS MILLINGS FOR BASE COURSE ON KLEIN DRIVE CRUSHED AGGREGATE BASE COURSE 4-IN ASPHALTIC CONCRETE PAVEMENT LEFT IN PLACE (2.2-IN BINDER) (1.7-IN SURFACE) WINSTON WAY TYPICAL SECTION NO SCALE PROTECT EXISTING -INCH CURB AND GUTTER, SPOT REPAIR WHERE REQUIRED (TYP. BOTH SIDES) EXISTING 66 RIGHT-OF-WAY 1 C L PROTECT EXISTING SIDEWALK (TYP.) (REEVE DRIVE TO SUNSET LANE.) RESTORE TERRACE, GRADE VARIES (4:1 MAX.) " " NEW " SIDEWALK (6" THRU DRIVEWAYS) (SIXTH ST. TO FOURTH ST.) PROTECT EXISTING GRASS (TYP.) 4-IN CRUSHED STONE BASE COURSE " OF BASE COURSE. PROVIDE 14" LOWER LAYER OF BREAKER RUN STONE AND 6" UPPER LAYER OF 1-1/4" DENSE GRADED BASE AND SALVAGED ASPHALT MILLINGS FROM WINSTON WAY KLEIN DRIVE TYPICAL SECTION 4-IN ASPHALTIC CONCRETE PAVEMENT (2.2-IN BINDER) (1.7-IN SURFACE) (SIXTH STREET TO FOURTH STREET AND REEVE DRIVE TO SUNSET LANE) NO SCALE PROTECT EXISTING -INCH CURB AND GUTTER, SPOT REPAIR WHERE REQUIRED (TYP. BOTH SIDES) EXISTING 66 RIGHT-OF-WAY 1 PROTECT EXISTING SIDEWALK (TYP.) (FOURTH ST. TO MAIN ST.) RESTORE TERRACE, GRADE VARIES (4:1 MAX) 19 C L 19 RESTORE TERRACE, GRADE VARIES 4 " " NEW " SIDEWALK (6" THRU DRIVEWAYS) (MAIN ST. TO REEVE DR.) 4-IN CRUSHED STONE BASE COURSE 4-IN ASPHALTIC CONCRETE PAVEMENT (2.2-IN BINDER) (1.7-IN SURFACE) PROVIDE NEW -INCH CURB AND GUTTER (TYP. BOTH SIDES) " OF BASE COURSE. PROVIDE 14" LOWER LAYER OF BREAKER RUN STONE AND 6" UPPER LAYER OF 1-1/4" DENSE GRADED BASE AND SALVAGED ASPHALT MILLINGS FROM WINSTON WAY KLEIN DRIVE TYPICAL SECTION (FOURTH STREET TO REEVE DRIVE) NO SCALE 8 JOB NO
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10 S:\MAD\ \162\8\Micros\PLAN\WINSTON\-18_Cross Sections.dgn % CL 91.3 CL % CL CL % CL CL % 91. user: ericv 3/8/11 :3:7 AM % CL CL % NOTE: EXISTING ELEVATIONS - TYP. ALL PROPOSED ELEVATIONS (BOLD) - TYP. ALL * ALL SHOW SURFACE INFORMATION ONLY. SEE TYPICAL SECTIONS FOR FULL PAVEMENT SECTION INFORMATION JOB NO WINSTON WAY 11 LOCAL STREET IMPROVEMENTS MARCH 11 DES ARM CHK EDV NO. REVISIONS
11 S:\MAD\ \162\8\Micros\PLAN\WINSTON\-18_Cross Sections.dgn % 3.% CL CL CL CL % % CL CL user: ericv 3/8/11 :3:17 AM % 4.% CL 9.21 CL 9.4 CL 9.33 CL % CL 9.96 CL JOB NO WINSTON WAY 11 LOCAL STREET IMPROVEMENTS MARCH 11 DES ARM CHK EDV NO. REVISIONS
12 S:\MAD\ \162\8\Micros\PLAN\WINSTON\-18_Cross Sections.dgn % % CL CL CL 942. CL % CL CL user: ericv 3/8/11 :3: AM % 2.2% CL CL CL CL % CL CL JOB NO WINSTON WAY 11 LOCAL STREET IMPROVEMENTS MARCH 11 DES ARM CHK EDV NO. REVISIONS
13 S:\MAD\ \162\8\Micros\PLAN\WINSTON\-18_Cross Sections.dgn % 2.% CL CL CL CL % CL CL user: ericv 3/8/11 :3:41 AM % CL CL % CL CL % CL 9.8 CL JOB NO WINSTON WAY 11 LOCAL STREET IMPROVEMENTS MARCH 11 DES ARM CHK EDV NO. REVISIONS
14 S:\MAD\ \162\8\Micros\PLAN\WINSTON\-18_Cross Sections.dgn CL 9.24 CL CL CL % -2.% CL CL user: ericv 3/8/11 :3: AM CL CL % CL CL % CL.34 CL JOB NO WINSTON WAY 11 LOCAL STREET IMPROVEMENTS MARCH 11 DES ARM CHK EDV NO. REVISIONS
15 S:\MAD\ \162\8\Micros\PLAN\WINSTON\-18_Cross Sections.dgn % CL CL % CL CL CL CL % 928. user: ericv 3/8/11 :4:8 AM CL CL 929. CL 929. CL % -2.% CL 929. CL JOB NO WINSTON WAY 11 LOCAL STREET IMPROVEMENTS MARCH 11 DES ARM CHK EDV NO. REVISIONS
16 S:\MAD\ \162\8\Micros\PLAN\WINSTON\-18_Cross Sections.dgn % 2.% CL CL CL CL % % CL CL user: ericv 3/8/11 :4:19 AM % 2.9% CL CL CL CL % CL 928. CL JOB NO WINSTON WAY 11 LOCAL STREET IMPROVEMENTS MARCH 11 DES ARM CHK EDV NO. REVISIONS
17 S:\MAD\ \162\8\Micros\PLAN\WINSTON\-18_Cross Sections.dgn % % CL CL CL CL % 1.8%.% TC 926. TC % 9.% % CL CL % user: ericv 3/8/11 :4: AM % 3.6% CL CL CL CL % -1.% % CL CL % JOB NO WINSTON WAY 11 LOCAL STREET IMPROVEMENTS MARCH 11 DES ARM CHK EDV NO. REVISIONS
18 S:\MAD\ \162\8\Micros\PLAN\WINSTON\-18_Cross Sections.dgn % CL CL % % CL CL % user: ericv 3/8/11 :4:42 AM % 2.% CL CL CL CL %.% % CL CL % TC % JOB NO WINSTON WAY 11 LOCAL STREET IMPROVEMENTS MARCH 11 DES ARM CHK EDV NO. REVISIONS
19 JOB NO S:\MAD\ \162\8\Micros\PLAN\KLEIN\19_PP_1.dgn user: ericv 3/14/11 :28:42 AM
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24 S:\MAD\ \162\8\Micros\PLAN\KLEIN\24-41_XS_Sheets.dgn SW SW %.83 1.% CL CL % SW SW % % CL.91 CL.93-3.% SW SW user: ericv 3/8/11 :38:26 AM SW SW % -.4% % 1.% CL.78 CL.63 CL.77 CL % -3.4% SW CL :1 SW %..% +7. NOTE: 932 EXISTING ELEVATIONS - TYP. ALL 932 PROPOSED ELEVATIONS (BOLD) - TYP. ALL *ALL SHOW SURFACE INFORMATION ONLY. SEE TYPICAL SECTIONS FOR FULL PAVEMENT SECTION INFORMATION CL % JOB NO KLEIN DRIVE 11 LOCAL STREET IMPROVEMENTS MARCH 11 DES EDV CHK RKS NO. REVISIONS
25 1.2% 1.2% % -4.6% -9.% JOB NO user: ericv 3/8/11 :38:43 AM S:\MAD\ \162\8\Micros\PLAN\KLEIN\24-41_XS_Sheets.dgn CL SW SW CL % 1.2% -.6% CL SW 936. SW CL KLEIN DRIVE NO. REVISIONS MARCH LOCAL STREET IMPROVEMENTS DES EDV CHK RKS -4.% -11.% 93. CL SW SW CL % CL SW % SW CL % -4.% CL 93. CL SW SW % -4.7% 93.2 CL SW SW CL 93.46
26 1.2% % -1.% JOB NO user: ericv 3/14/11 1:34: PM S:\MAD\ \162\8\Micros\PLAN\KLEIN\24-41_XS_Sheets.dgn CL CL FIFTH STREET -1.24% % CL CL KLEIN DRIVE NO. REVISIONS MARCH LOCAL STREET IMPROVEMENTS DES EDV CHK RKS -4.2% -.2% 93.2 CL SW SW CL % -7.8%.8% 93.2 CL SW SW CL 93.6.%-2.9% -8.% 93.1 CL SW 936. SW CL % -.% % CL SW SW CL 93.22
27 1.2% 1.2% JOB NO user: ericv 3/8/11 :39: AM S:\MAD\ \162\8\Micros\PLAN\KLEIN\24-41_XS_Sheets.dgn -3.% 1.% -11.% CL CL SW SW KLEIN DRIVE NO. REVISIONS MARCH LOCAL STREET IMPROVEMENTS DES EDV CHK RKS -3.%.% -8.6% 93.1 CL CL 93.1 SW SW % % 93.6 CL CL SW SW % -4.% -.7% 93.7 CL CL SW SW % -8.8% CL CL SW SW
28 JOB NO user: ericv 3/8/11 :39:27 AM S:\MAD\ \162\8\Micros\PLAN\KLEIN\24-41_XS_Sheets.dgn -2.9% -.% CL CL SW SW KLEIN DRIVE NO. REVISIONS MARCH LOCAL STREET IMPROVEMENTS DES EDV CHK RKS -2.6% -.3% CL CL SW SW % CL CL SW SW % 7.% -2.% CL CL SW SW % -14.6% CL 93.6 CL SW SW
29 % JOB NO user: ericv 3/8/11 :39:39 AM S:\MAD\ \162\8\Micros\PLAN\KLEIN\24-41_XS_Sheets.dgn CL TC CL TC % -.% CL TC CL TC FOURTH STREET KLEIN DRIVE NO. REVISIONS MARCH LOCAL STREET IMPROVEMENTS DES EDV CHK RKS 1.7% -2.9% -3.7%.78 CL 93. CL SW 93.7 SW % -1.9% CL.7 CL SW 93.8 SW % % CL CL % CL CL % TC TC
30 % JOB NO user: ericv 3/8/11 :39:3 AM S:\MAD\ \162\8\Micros\PLAN\KLEIN\24-41_XS_Sheets.dgn % CL TC CL TC CL % -4.% TC CL TC KLEIN DRIVE NO. REVISIONS MARCH LOCAL STREET IMPROVEMENTS DES EDV CHK RKS -9.8% -.% TC CL CL TC % -8.% CL CL TC TC % -3.8% CL CL TC TC % % CL CL TC TC
31 4.% CL TC 933. CL 933. TC JOB NO user: ericv 3/8/11 :: AM S:\MAD\ \162\8\Micros\PLAN\KLEIN\24-41_XS_Sheets.dgn -2.% CL % TC CL TC KLEIN DRIVE NO. REVISIONS MARCH LOCAL STREET IMPROVEMENTS DES EDV CHK RKS -3.% % TC CL CL TC TC % CL CL TC % TC CL CL % TC CL CL % % TC TC
32 .% JOB NO user: ericv 3/8/11 ::33 AM S:\MAD\ \162\8\Micros\PLAN\KLEIN\24-41_XS_Sheets.dgn CL % TC CL TC % CL % TC CL TC KLEIN DRIVE NO. REVISIONS MARCH LOCAL STREET IMPROVEMENTS DES EDV CHK RKS -6.4% TC CL CL % TC % TC CL CL TC % TC CL CL % TC % CL CL TC TC
33 % JOB NO user: ericv 3/8/11 ::48 AM S:\MAD\ \162\8\Micros\PLAN\KLEIN\24-41_XS_Sheets.dgn.7.7 CL % TC.4 CL. TC % CL %.69 TC.7 CL.2 TC KLEIN DRIVE NO. REVISIONS MARCH LOCAL STREET IMPROVEMENTS DES EDV CHK RKS -6.67% CL CL % TC.7 TC % TC.19 CL.4 CL %.49 TC % % TC.32 CL.18 CL TC % %.72 TC.37 CL.24 CL TC.37.
34 JOB NO user: ericv 3/8/11 :41:1 AM S:\MAD\ \162\8\Micros\PLAN\KLEIN\24-41_XS_Sheets.dgn -6.7% CL.98 CL % TC 93.8 TC % CL 93.9 CL % TC TC KLEIN DRIVE NO. REVISIONS MARCH LOCAL STREET IMPROVEMENTS DES EDV CHK RKS -9.% 93.7 TC CL.8 CL % TC % CL.63 CL % TC.7 TC % TC.83 CL.74 CL % TC % CL.77 CL.81 TC % TC CL.86 CL.9-6.%.4% TC.9.7 TC
35 .7%.% WILLIAM WAY.2% % CL % CL TC JOB NO user: ericv 3/14/11 1:3:38 PM S:\MAD\ \162\8\Micros\PLAN\KLEIN\24-41_XS_Sheets.dgn -1.% CL % TC 93.2 CL.97 TC KLEIN DRIVE NO. REVISIONS MARCH LOCAL STREET IMPROVEMENTS DES EDV CHK RKS -9.6% CL CL % TC TC % TC CL CL TC % % TC 93. CL 93. CL TC % CL CL % TC
36 TC CL % CL TC JOB NO user: ericv 3/8/11 :41:24 AM S:\MAD\ \162\8\Micros\PLAN\KLEIN\24-41_XS_Sheets.dgn -.4% TC CL % CL TC KLEIN DRIVE NO. REVISIONS MARCH LOCAL STREET IMPROVEMENTS DES EDV CHK RKS -1.% % TC.82 CL.7 CL TC % % TC.62 CL.6 CL.7.24 TC.62.6 TC.42.4 CL.42 CL.37.4 TC.42.% CL.2 CL % TC TC.22.83
37 CL CL TC % -.8% SW.49 SW.41 TC JOB NO user: ericv 3/14/11 1:41: PM S:\MAD\ \162\8\Micros\PLAN\KLEIN\24-41_XS_Sheets.dgn % CL TC.34 CL.29 TC.34 3.% SW.6 SW MAIN STREET KLEIN DRIVE NO. REVISIONS MARCH LOCAL STREET IMPROVEMENTS DES EDV CHK RKS TC CL CL TC % CL CL TC TC CL CL TC TC % -3.% SW SW
38 SW.66 SW JOB NO user: ericv 3/14/11 1:37:9 PM S:\MAD\ \162\8\Micros\PLAN\KLEIN\24-41_XS_Sheets.dgn REEVE DRIVE 2.% % CL CL KLEIN DRIVE NO. REVISIONS MARCH LOCAL STREET IMPROVEMENTS DES EDV CHK RKS.9-1.% CL.34 CL.42.9 TC.47 TC.47.% SW.66 SW %.21 SW.2 SW.44 TC.9 CL.4 CL.4.21 TC %. TC CL.43 CL % TC %.24 CL.37 CL.7 TC % SW. SW.12 TC % -.82% TC.2.14 CL.21 CL TC.2.3
39 S:\MAD\ \162\8\Micros\PLAN\KLEIN\24-41_XS_Sheets.dgn CL CL % CL CL % % CL CL user: ericv 3/14/11 1:38:18 PM % CL CL CL CL % CL % CL % JOB NO KLEIN DRIVE 11 LOCAL STREET IMPROVEMENTS MARCH 11 DES EDV CHK RKS NO. REVISIONS
40 S:\MAD\ \162\8\Micros\PLAN\KLEIN\24-41_XS_Sheets.dgn % CL CL % CL CL % CL CL user: ericv 3/14/11 1:38:37 PM % 2.% CL CL 928. CL CL CL CL % JOB NO KLEIN DRIVE 11 LOCAL STREET IMPROVEMENTS MARCH 11 DES EDV CHK RKS NO. REVISIONS
41 S:\MAD\ \162\8\Micros\PLAN\KLEIN\24-41_XS_Sheets.dgn % CL CL % % CL CL % % CL CL user: ericv 3/14/11 1:38:9 PM % % CL 922. CL CL CL CL % CL JOB NO KLEIN DRIVE 11 LOCAL STREET IMPROVEMENTS MARCH 11 DES EDV CHK RKS NO. REVISIONS
WHITE OAK RIDGE PROJECT NO. 53B2384 D-1 DETAIL STANDARD NOTES AND TYPICAL SECTION CITY OF MADISON
WHITE OAK RIDGE D-1 DETAIL STANDARD NOTES AND TYPICAL SECTION ORIGINATOR:, STREETS DIVISION REV. DATE: PLOT NAME: PLOT SCALE: THE LOCATION AND INFORMATION FOR PROPOSED NEW TREES, IN THE PUBLIC RIGHT OF
Steese Rd - Curb & Sidewalk Improvement
REF. NO. ITEM NO. Steese Rd - Curb & Sidewalk Improvement DESCRIPTION QTY UNITS UNIT COST SUB-TOTAL 1 103.05 Requirement of Contract Bid 1 LS 24,048.00 24,048.00 2 201 Clearing and Grubbing 1 LS 11,077.00
Project Book Worksheet for Cost Estimation
001.01 MOBILIZATION LS $34,716.18 007 3/17/2039 001.02 INCIDENTAL LS $23,929.43 019 3/17/2039 001.03 CONSTRUCTION STAKING LS $10,504.39 201 5/9/2013 001.04 REESTABLISH PROPERTY CORNERS EA $496.08 201 5/9/2013
DESCRIPTION QUANTITY PRICE TOTAL
GENERAL 1 TRAFFIC CONTROL LS 1 $40,000 $40,000 $8,500.00 $8,500.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $15,000.00 $15,000.00 2 MOBILIZATION LS 1 $557,000 $557,000 $629,500.00 $629,500.00 $350,000.00
BIDDER'S PROPOSAL (continued) CITY OF BERKELEY BID PROPOSAL ITEM NO. A: BASE BID
SPECIFICATION 16-11031-C CITY OF BERKELEY BID PROPOSAL A: BASE BID 1 MOBILIZATION 1 LS 2 TRAFFIC CONTROL 1 LS 3 CONTRACTOR INFORMATION SIGN 2 EA 4 CONSTRUCTION AREA SIGN 18 EA 5 PROJECT IDENTIFICATION
THORNTON ROAD WIDENING PROJECT NO. PW1428 B I D D I N G S C H E D U L E
THORNTON ROAD WIDENING PROJECT NO. PW1428 B I D D I N G S C H E D U L E Each bidder shall bid each item of the Base Bid Schedule and Alternate A Bid Schedule. Failure to bid an item shall be just cause
CITY AND COUNTY OF DENVER DEPARTMENT OF PUBLIC WORKS STATEMENT OF QUANTITIES. Item No. Description Estimated Quantity
202-00019 Removal of Inlet 15 EA 202-00035 Removal of Pipe 121 LF 202-00200 Removal of Sidewalk 1,057 SY 202-00203 Removal of Curb and Gutter 2,142 LF 202-00206 Removal of Concrete Curb Ramp 320 SY 202-00207
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1600 PRINCE ST. SUITE 114 ALEXANDRIA, VIRGINIA 22314 PH. 703.549.9556 www.archdesigngroup.com ADG, INC. COPYRIGHT c C-1 1 2 3 4 5 6 E D Tie Prop. Sidewalk, Curb & Gutter Into Existing Prop. Storm Drain
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Wentzville Parkway South Phase 2 & 2A Sponsor Wentzville Project No. RB18-000034 Project Type New Road TOTAL FUNDING Phase 2 Total County Sponsor Federal $10,000,000 $8,000,000 $2,000,000 $0 Phase 2A Total
DRAFT Design Study Report February 2015 Eagle River Traffic Mitigation Phase 1 MOA Project No Appendix D Utilities
Appendix D Utilities This page intentionally left blank. Utilities There are numerous utilities present within the project area, including natural gas, sewer, water, electric, communications, and street