CONTRACT #: SHEET SCHEDULE MUNIS #: 17137-51 -130 L100 PROJECT LOCATION AND SITE ACCESS L200 CONSTRUCTION SEQUENCING PLAN L201 CONTRACT 7917 ETENT OF WORK -FOR REFERENCE ONLY C101 CONTRACT 7917 BUILDING UTILITY WORK - FOR REFERENCE ONLY L202 SITE ACCESS AND EROSION CONTROL PLAN L300 DEMOLITION AND PROTECTION PLAN L400 SITE LAYOUT PLAN L401 PARKING LOT LAYOUT PLAN L402 SIGNAGE PLAN L500 SITE GRADING PLAN L501 PARKING LOT GRADING PLAN L502 EARTHWORK COMPUTATIONS L600 SITE RESTORATION PLAN L700 SITE DETAILS U100 UTILITY SITE PLAN U101 BIORETENTION DETAIL L800 L801 L802 L803 L804 L805 ADD ALTERNATE ASPHALT PATH ADD ALTERNATE - LAYOUT AND GRADING (NORTH) ADD ALTERNATE - LAYOUT AND GRADING (SOUTH) ADD ALTERNATE - VERTICAL ALIGNMENT ADD ALTERNATE - VERTICAL ALIGNMENT ADD ALERNATE - TYPICAL PATH SECTION N PROJECT LOCATION: LAKE MENDOTA LAKE MONONA
RCP speed bump bus shelter easement Doc 1412325 no shelter here 2015 CO BAIRD ST E T 878 Penn memorial plaque Bram's Addition Block6 TC=878.13 3" RIM=878.43 RIM=878.06 CP #CP19 HYD HYD TOP NUT N=471336.2900 E=819126.3400 ELEV=.9800 TC=878.34 CP #CP02 DRILL HOLE S RIM MH N=471284.2600 E=819128.3100 ELEV=878.0300 Linden? Linden? sign park name 20" DANE ST 3" Crabapple? 3" 14" 16" Crabapple? Crabapple? 3-trunk 5-trunk DANE STREET Crabapple? Hackberry CP #CP18 approx RIM=877.30 878 MAGNAIL CURB TOP N=471314.6200 E=819402.1800 ELEV=878.7100 60" Silver RIM=.03 approx location approx san location 24" CP #CP20 HYD HYD TOP NUT 878 approx gas location N=471319.6900 E=819440.9300 ELEV=.2900 877 approx location Lot 11 GAS METER Vacated Dane St Doc 1077287 42" White/Bur Oak BlackCherry 878 48"? Bram's Addition Block 7 Boxelder 3-trunk Arborvitae Vacated Dane St Doc 1077286 White/Bur Oak Lot 10 54" White/Bur Oak GAS METER approx gas location 16" 11" GAS METER 60" RIM=.90 Silver Boxelder? (tobe leans removed) SSW 42" HYD CP #CP21 HYD TOP NUT N=471311.6400 E=819703.4000 ELEV=883.6100 Silver RI M=.1 4" Doc 1077288 3" Vacated Third Ave Boxelder? 3-trunk(dead?) 10" E. PARK BOUNDARY E. CONTOUR (INDE) E. CONTOUR (INTER) E. FENCE E. VEGETATION E. EASEMENT E. RIGHT OF WAY E. ITARY SEWER E. WATER LINE E. ELECTRIC E. TELEPHONE E. OVERHEAD E. GAS E. PROPERTY IRON bus stop Linden? STM RIM=883.65 EISTING PLAYGROUND MG&E gas abandoned 24" MG&E 32" Boxelder 42" goal post 894 Doc 0759613 Vacated Third Ave 9" 0 60 N 19" 24" REET RIM=.43 883 CP #CP03 MAGNAIL ASPH N=471016.6400 E=819090.0300 ELEV=.4700 3" 5" Crabapple? RIM=.12 6"C.I. 24" approx location per 1969 plans Penn memorial plaque EISTING PARKING LOT Red Pine 27" TC=.95 16" 9" CP #CP17 10"PVC 2-trunk TOP NW BOLT LP BASE N=471081.6600 E=819281.7500 ELEV=.4400 EISTING SHELTER 4"(CI?) RIM=.07 MH RIM=.53 drinking san cleanout? fountain CP #CP16 NAIL 20" N=470944.8000 E=819361.6700 ELEV=.4400? ALL CONSTRUCTION 20"? sign for Smith/Braxton footballfield ACCESS SHALL BE FROM REET. (end of signal) 19" sign post base abandoned parks elec PROJECT LIMITS CONSTRUCTION FENCE, NO CONSTRUCTION OUTSIDE OF FENCE LIMITS. EISTING ATHLETIC FIELD WisDOT Railroad Right-of-Way Boxelder? leased to WSOR) EISTING BASKETBALL COURTS 23" abandoned parks elec 12" 12" RIM=.93 CP #CP04 HYD HYD TOP NUT N=470841.7200 E=819113.2100 ELEV=893.2800 26" goal post 12" 7" 12" Mulberry8-trunk 10" 14" 9" - dead? - dead? 14" 5" Boxelder 8-trunk PROJECT LOCATION AND SITE ACCESS WV BUICK ST (58' R/W) CP #CP01 RIM=.74 DRILL HOLE W RIM MH N=470818.6900 E=819114.2500 ELEV=.7300 36" 44" 36" 23" 14"STUMPS 54" CP #CP06 MAGNAIL ASPH E abandoned parks elec 16" L100
speed bump bus shelter easement Doc 1412325 no shelter here 2015 CO EJ CONTRACTOR INSTALL AND MAINTAIN TYPE D HYBRID INLET AT INTERSECTION OF FISHER AND DANE STREETS E=819128.3100 ELEV=878.0300 bus stop park name sign SE INV=876.67 NW INV=876.60 Floor max=877.15+/- Penn memorial plaque FOR REFERENCE ONLY STM RIM=883.65 EISTING PLAYGROUND approx location MG&E gas abandoned MG&E PRO. CONSTRUCTION ENTRANCE CONSTRUCTION FENCE SILT SOCK E. FENCE E. EASEMENT E. RIGHT OF WAY E. ITARY SEWER E. STORM SEWER E. WATER LINE E. ELECTRIC E. TELEPHONE E. OVERHEAD E. GAS EISTING SHELTER RENOVATION 0 40 ft N SITE ACCESS CONSTRUCTION TRACKING PAD RIM=.43 N-S INV=876.37 W INV=876.67 SE INV=876.67 E INV(6"parklat) =878.70+/- Floor E side =877.15 CP #CP03 CONTRACTOR INSTALL AND MAINTAIN TYPE D HYBRID INLET MAGNAIL ASPH N=471016.6400 E=819090.0300 ELEV=.4700 RIM=.12 6"C.I. approx location per 1969 plans EISTING ASPHALT PATH EISTING Penn memorial plaque TC=.95 INV=.44 CP #CP17 BASKETBALL COURTS TOP NW BOLT LP BASE N=471081.6600 E=819281.7500 ELEV=.4400 10"PVC 4"(CI?) drinking fountain RIM=.07 MH RIM=.53 NE INV(4") =.61 W INV=883.74+/- NW INV=.72 Floor max =.97+/- CONCESSION / RESTROOM BUILDING SHELTER RENOVATION san cleanout? CP #CP16 NAIL N=470944.8000 E=819361.6700 ELEV=.4400 E sign for Smith/Braxton footbal field sign post base (end of signal) FENCE SEE SHEET C101. BUILDING STAGING AREA CONSTRUCTION CONCRETE WASH-OUT AREA, 6'x6'x14" UNIT PHASE 1 ETENT OF DISTURBANCE BUILDING UTILITY CONNECTIONS, CONCESSION/RESTROOM STAGING AREA 7917 CONTRACT 7917 REFERENCE ONLY L201 ETENT OF WORK-FOR
speed bump bus shelter easement Doc 1412325 no shelter here 2015 EJ CONTRACT INSTALL AND MAINTAIN INLET PROTECTION, TYPE C - COMPLETE CONTRACT SILT SOCK PROTECTION OF BIO-RETENTION AREA UNIT (2) CONTRACT SILT SOCK CONTRACT CONSTRUCTION FENCE CONTRACT 7917 AND CONTRACT SHARED CONSTRUCTION ENTRANCE, INSTALLED AND MAINTAINED UNDER CONTRACT 7917. TEMPORARILY RELOCATE PAD FOR INSTALLATION OF STORM SEWER UNDER CONTRACT. CONTRACT 7917 AND CONTRACT SHARED SITE ACCESS ROUTE CONTRACT CONCRETE WASH-OUT AREA, 6'x6'x14" CONTRACT INSTALL AND MAINTAIN INLET PROTECTION, TYPE D -COMPLETE, AT (5) STORM SEWER INLETS 883 bus stop park name sign Penn memorial plaque BIO-RETENTION EISTING ASPHALT PATH PARKING LOT COURTS NOTES EISTING Penn memorial plaque 1. ALL DISTURBED AREAS SHALL RECEIVE EROSION CONTROL MATTING PER BID 21061, SEE SHEET L600 FOR ETENTS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WEEKLY AND 1/2" RAIN EVENT EROSION CONTROL INSPECTIONS. 3. CONTRACT 7917 BY OTHER, WORK SHOWN FOR CONTRACTOR COORDINATION ONLY. EISTING BASKETBALL PLAYGROUND SHELTER RENOVATION BY OTHER CONCESSION / RESTROOM BUILDING BY OTHER sign for Smith/Braxton footbal field (end of signal) sign post base CONSTRUCTION ENTRANCE E. FENCE E. EASEMENT E. RIGHT OF WAY E. ITARY SEWER E. STORM SEWER E. WATER LINE E. ELECTRIC E. TELEPHONE E. OVERHEAD E. GAS CONTRACT GRADING ETENTS CONTRACT STORM SEWER SEE CIVIL DRAWINGS CONCESSION/RESTROOM BUILDING BY OTHER, WORK CONTINUES DURING CONTRACT CONSTRUCTION FENCE SILT SOCK CONTRACT 7917 SILT SOCK BY OTHER, REMAINS DURING CONTRACT CONTRACT 7917 EISTING SHELTER RENOVATION BY OTHER, WORK CONTINUES DURING CONTRACT CONTRACT 7917 STAGING AREA REMAINS DURING CONTRACT CONTRACT 7917 CONSTRUCTION FENCE REMAINS DURING CONTRACT CONTRACT INSTALL AND MAINTAIN INLET PROTECTION, TYPE C - COMPLETE CONTRACT 7917 STAGING AREA REMAINS DURING CONTRACT, RESTORED UNDER CONTRACT 0 40 ft N SITE ACCESS AND PLAN L202 EROSION CONTROL
speed bump EJ SE INV=876.67 NW INV=876.60 Floor max=877.15+/- EISTING STORM SEWER LINE MILL AND OVERLAY PER CITY OF MADISON PATCHING CRITERIA PER BID 40301, BID 40211, AND BID 40201 OFF SHEET AREA EISTING TREES REMAIN, TYP. REMOVE ASPHALT PER BID 20101 SAWCUT, TYP. PER BID 20303 SAWCUT, TYP. MG&E gas aban REMOVE ASPHALT PER BID 20101 CONCRETE REMOVED BY OTHER SHELTER RENOVATION BY OTHER E. ELECTRICAL LINE E. BENCHES REMAIN RIM=.43 INV =876.37 INV =876.67 INV =876.67 lat) =878.70+/- side =877.15 883 RIM=.12 6"C.I. SAWCUT, TYP. REMOVE CONCRETE CURB PER BID 20322, REMOVE CONCRETE APRON PER BID 20323 approx location per 1969 plans REMOVE CONCRETE SIDEWALK PER BID 20323. SAWCUT AT NEAREST CONTROL JOINT. SALVAGE AND INSTALLATION OF EISTING DRIVEWAY ENTRY GATE, PER BID 90004 EISTING SIGN REMOVAL BY OTHER EISTING ITARY AND WATER LINES SAWCUT, TYP. PER BID 20303 PROTECT EISTING TREE AND BOULDER WITH PLAQUE Penn memorial plaque REMOVE CONCRETE CURB PER BID 20322, REMOVE CONCRETE APRON PER BID 20323 EISTING TREES REMAIN, TYP. MILL AND OVERLAY PER CITY OF MADISON PATCHING CRITERIA PER BID S 40301, 40211, AND 40201 REMOVE EISTING SHRUBS PER BID S 20404 AND 20408. E. SIGN REMOVAL BY OTHER TC=.95 INV=.44 10"PVC 4"(CI?) drinking fountain RIM=.07 MH RIM=.53 NE INV(4") =.61 W INV=883.74+/- NW INV=.72 Floor max =.97+/- REMOVE CONCRETE CURB PER BID 20322 REMOVE ASPHALT PER BID 20101 REMOVE PIPE PER BID 20314 REMOVE INLET PER BID 20313 AND SEWER ACCESS STRUCTURE PER BID 20311 REMOVE EISTING SHRUBS PER BID S 20404 AND 20408. DRINKING FOUNTAIN REMOVAL BY OTHER, REMOVE CONCRETE PER BID 20323 CO san cleanout? PIPE PLUG PER BID 20336 NOTES E SALVAGE AND INSTALLATION OF EISTING FIELD SIGN PER BID 90005 sign for Smith/Braxton footbal field 1. TREE REMOVALS BY OTHER. 2. TOPSOIL SHALL BE STRIPPED WITHIN GRADING LIMITS. 3. CONTRACTOR TO OBTAIN CITY OF MADISON STREET TERRACE PERMIT. 4. CONTRACTOR SHALL PATCH PAVEMENT ON. IF DAMAGED DURING CURB REMOVAL PER CITY OF MADISON PATCHING CRITERIA, PER BID 40301, BID 40211, AND BID 40201. 5.THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY EISTING UTILITIES, STRUCTURES, SIDEWALK, CURB, LAWN, PAVEMENT, ETC. DAMAGED THROUGH CONSTRUCTION ACTIVITIES AT THEIR OWN EPENSE. REPAIRS MUST BE MADE IN ACCORDANCE WITH THE CITY OF MADISON STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. GRADING LIMITS, STRIP TOPSOIL sign post base REMOVE E. ASPHALT REMOVE E. CONCRETE MILL AND OVERLY ASPHALT NO ROOT CUT PARK BOUNDARY E. FENCE E. EASEMENT E. RIGHT OF WAY E. ITARY SEWER E. STORM SEWER E. WATER LINE E. ELECTRIC E. TELEPHONE E. OVERHEAD E. GAS 0 30 N DEMOLITION AND PROTECTION PLAN L300 Addendum 1 05-17-2017
speed bump EJ ETENT OF SITE DISTURBANCE STORM SEWER (TYP.) SEE STORM SEWER PLANS 16.35' BIO-RETENTION, PER STORM SEWER PLANS (6) SARIS MODEL 2451 POST AND SEE SHEET RING BIKE RACKS, PER NOTES. BID 90006. SEE SHEET L401 FOR LAYOUT. 7" CONCRETE, 6' 8' Penn memorial plaque PER BID 30301 24' TYPE 'A' CURB, TYP. OFF SHEET AREA 7" CONCRETE, PER BID 30302 SEE SHEET L401 FOR PARKING LOT LAYOUT R 10' R 10' R15' R 15' R50' 15.74' R R 5' 10' R5' SHELTER RENOVATION BY OTHER 14.5' R 20' R20' 10.00' 10.44' 10.00' STORM SEWER (TYP.) SEE STORM SEWER SHEETS SALVAGED FIELD SIGN, PER BID 90005 (4) PIPE BOLLARD, SEE SHEET L700. PER BID 90008 NOTES 1. CONTRACTOR TO PAINT PARKING LOT MARKINGS PER BID 90002. 2. CONTRACTOR TO OBTAIN CITY OF MADISON STREET TERRACE PERMIT. 3. CONTRACTOR SHALL PATCH PAVEMENT ON. IF DAMAGED DURING CURB REMOVAL PER CITY OF MADISON PATCHING CRITERIA, PER BID 40301, BID 40211, AND BID 40201. PRO. ASPHALT PRO. CONCRETE, 5 INCH. PRO. CONCRETE, 7 INCH. PRO. DISABLED PARKING PARK BOUNDARY 0 30 N R37' E. FENCE E. EASEMENT CONCESSION / RESTROOM BUILDING BY OTHER E. RIGHT OF WAY E. ITARY SEWER E. STORM SEWER 9' 15.74' 10.74' 8.78' E. WATER LINE E. ELECTRIC SITE LAYOUT PLAN E. TELEPHONE E. OVERHEAD E. GAS L400
speed bump sement 25 e 2015 TYPE 'A' CURB, TYP. 7" CONCRETE, PER BID 30302 (2) ACCESSIBLE PARK STALL SIGN, VAN. PER BID 90003 4' TYP. Penn memorial plaque 3' 2' 19.24' R 5' TRAFFIC STOP SIGN, PER BID 90003 TYPE "H" CURB AND GUTTER TYPE "H" CURB AND GUTTER DETECTABLE WARNING FIELD 8'2' PER BID 30321 72' 9' 63' R 4.5' R 4.5' 18' 9' 9' 9' 5' R 30' LP TYPE "H" CURB AND GUTTER R 7.99' 0 20 ft N 26' R 5' 18' TRANSITION 9' 26' END OF TYPE "E" CURB AND GUTTER R 4.5' R 4.5' TYPE "H" CURB AND GUTTER TYPE "E" CURB AND GUTTER 9' R R 5' R4.49' TYPE "H" CURB WITH MOWER ACCESS PROFILE, PER BID 30207 END OF TYPE "H" CURB AND GUTTER R 30' TRANSITION 22' 18.91' 54' 9' 81' PARKING LOT STRIPING PER BID 90002 TRAFFIC CIRCLE, 'ONLY' SIGN PER BID 90003 DETECTABLE WARNING FIELD 8'2' PER BID 30321 START OF TYPE "E" CURB AND GUTTER 5" CONCRETE, PER BID 30301 SALVAGED DRIVEWAY ENTRY GATE, PER BID 90004 COMMERCIAL DRIVE OPENING. ALL WORK IN ROW SHALL BE PERFORMED BY CITY OF MADISON LICENSED CONTRACTOR PER PUBLIC WORKS STANDARDS FOR CONSTRUCTION. PRO. ASPHALT PRO. CONCRETE, 5 INCH. PRO. CONCRETE, 7 INCH. PRO. DISABLED PARKING TYPE "H" CURB AND GUTTER TYPE "E" CURB AND GUTTER E. FENCE E. EASEMENT E. RIGHT OF WAY E. ITARY SEWER E. STORM SEWER E. WATER LINE E. ELECTRIC E. TELEPHONE E. OVERHEAD E. GAS PARKING LOT LAYOUT PLAN L401
speed bump deciduous bushes deciduous bushes EJ bus stop STM RIM=883.65 MG&E gas abandoned MG&E 0 30 N 883 TRAFFIC STOP SIGN, PER MUTCD. ACCESSIBLE PARKING SIGNAGE, PER MUTCD. Penn memorial plaque SHELTER RENOVATION CO E TC=.95 10"PVC 4"(CI?) drinking fountain RIM=.07 MH RIM=.53 TRAFFIC CIRCLE SIGNAGE, PER MUTCD. CONCESSION / RESTROOM BUILDING SIGNAGE PLAN L402
speed bump EJ 883.77 +/- M ATCH E..19.02+/- M ATCH E..28 883.28.06.11 BIO-RETENTION.5 TC.30 EISTING BASKETBALL COURTS 883.28.18.25 883.41.06.11 OFF SHEET AREA Penn memorial plaque.43.59.64.5.83+/-.91+/-.59.64.16+/-.21+/-.90 SEE SHEET L501 FOR PARKING LOT SPOT ELEVATIONS.05.5.46.62.74.21.24.50.02.10.14.26.29.61.79.71.00.00.00.01.72.70.35.80.20.49.70.35.60.70.70.70.49.70.49 3% 3% 1% 1%.92 SHELTER.00 3% RENOVATION BY OTHER.74.49.00.00.5.74 CONCESSION / RESTROOM BUILDING BY OTHER (end of signal) PRO. ASPHALT PRO. CONCRETE, 5 INCH. PRO. CONCRETE, 7 INCH. PRO. DISABLED PARKING PRO. CONTOUR (INDE) PRO. CONTOUR (INTER.) PARK BOUNDARY E. FENCE E. EASEMENT E. RIGHT OF WAY E. ITARY SEWER E. STORM SEWER E. WATER LINE E. ELECTRIC E. TELEPHONE E. OVERHEAD E. GAS 0 30 N PLAN SITE GRADING L500
speed bump sement 25 e 2015 M ATCH E. Penn memorial plaque M ATCH E. M ATCH E..62.55.14.73 M ATCH E. M ATCH E. M ATCH E. TC.12.14.21 TC.71 M ATCH E. M ATCH E. TC.68 TC.02 TC.09 TC.00 TC.61 TC.81 TC.93 TC.23 3% 3% TC.37 TC.03 TC.12 TC.48 TC.01 3% TC.21 TC.56 TC.69.5.14 TC.64.64.24.74 TC.61.43 3%.5.79.29.97.47 TC.15 TC.39 TC.28 TC.52 TC.14 TC.52 TC.40 TC.06 TC.00 TC.50.25.43 TC.21.11 TC.20.29 TC.85 0 20 ft N PRO. ASPHALT PRO. CONCRETE, 5 INCH. E. FENCE E. EASEMENT E. OVERHEAD E. GAS TC PRO. CONCRETE, 7 INCH. PRO. DISABLED PARKING TOP OF CURB E. RIGHT OF WAY E. ITARY SEWER E. STORM SEWER PARKING LOT GRADING PLAN TYPE "H" CURB AND GUTTER E. WATER LINE TYPE "E" CURB AND GUTTER PRO. CONTOUR (INDE) PRO. CONTOUR (INTER.) E. ELECTRIC E. TELEPHONE L501
EARTHWORK COMPUTATIONS L502
speed bump EJ BIO-RETENTION OFF SHEET AREA 883 0 30 N Penn memorial plaque SHELTER RENOVATION BY OTHER PRO EROSION MAT PRO. PLANTING BED PREPARATION PRO. DETENTION BASIN SEEDING MI PARK BOUNDARY PARKING LOT E. FENCE E. EASEMENT E. RIGHT OF WAY E. ITARY SEWER E. STORM SEWER E. WATER LINE E. ELECTRIC E. TELEPHONE E. OVERHEAD EISTING BASKETBALL COURTS E. GAS (end of signal) SITE RESTORATION PLAN L600
PRO. CONTOUR (INTER.) 3.93' 10.19' 9.77' 3'-0" 2" 6" DOMED CONC TOP 6" SCHEDULE 80 PIPE FILLED W/ CONCRETE RAISE CONC @ BOLLARD BASE TO SHED WATER 4.55' EPANSION FELT THICKENED EDGE CONC SLAB CONCESSION / RESTROOM BUILDING BY OTHER GRADE 7'-0" 2" 8" 4" 7" 13" 7.24' 8.15' 3'-2" TAMPED GRAVEL BASE DIA CONC PIER FTG 3.93' PLAN PIPE BOLLARD (4) TYP. 10.19' SECTION BRICK OR GRAVEL SETTING BASE PIPE BOLLARD LAYOUT NTS PIPE BOLLARD DETAIL NTS SITE DETAILS L700
speed bump deciduous bushes deciduous bushes REM E STORM SAS WS-1 WS-1 WS-1 WS-1 EJ WS-1 WS-1 WS-1 WS-1 3 E 12" RCP STM @ 1.5 bus stop STMTAP @ EI=.59 STM S-16 E SAS TC=883.65 EI(NW)=876.60 EI(SE)=876.67 Madison, WI 53703 S-15 H INLET W/ 1878 B7G CASTING TC=.00 EI=.75 31'-12"STM @ 0.50% EI=.75 TRENCH PATCH TYPE III- DISTURBED ASPHALT ALL STORM SEWER SHALL BE TYPE II PER CITY OF MADISON STANDARD SPECIFICATIONS. BIO-RETENTION BASIN PER PAGE U-101 0 30 ft N S-1 AE W/GATE EI=883.00 E 12" RCP STM @ 1.34% 45'-8" PERFORATED PIPE @0.50% PARKING LOT AND SITE 883 CONC COLLAR REQUIRED EI=979.97 PLACE MARKER BALL E ITARY SAS TC=.43 EI(E)=878.70 (6" C.I.) EI(N)=876.37 102'-STM @ 0.49% E 2101 53713 22'-12"STM @ 0.58% S-3 ULO S-2 H INLET W/3067-7004 TC=.68 23'-12"STM@3.96% EI(N)=883.50 EI(SW)=883.50 EI(E)=.00 H INLET W/3067-7004 TC=.12 EI=883.63 S-4 H INLET W/3067-7004 TC=.71 EI=.54 E 6"C.I. 81'-12"STM@2.56% S-5 H INLET W/3067-7004 TC=.30 EI=.00 REM E STM SAS WATER SERVICE (BY OTHERS) FIELD VERIFY LOCATION 82'-12"STM@0.5 REM E STM 12" PVC STM S-6 H INLET W/3067-7004 TC=.00 EI=.41 S-14 E 12" RCP STM @ 1.34% ADJ E STORM SAS W/1550-0054 E TC=.07 PROP TC=.98 EI(W)=883.74 (PLUG) EI(NW)=.72 EI(E)=.82 (TAP) EI(SE)=.75 EI(NE)=.61 (4") 4" CI LAT MH CO 95'-12"STM@1.04% A500 UG ELECTRIC (BY OTHERS) FIELD VERIFY LOCATION WATER SERVICE (BY OTHERS) FIELD VERIFY LOCATION S-10 H INLET W/ 1878-B7G CASTING TC=.40 CCS 4-21-17 Approved by: xx-xx-xxxx EI=.77 UTILITY SITE PLAN M:\Maps\parks\Penn\Shelter Replacement\parking lot design\schematic Design -parking lot-storm.dgn ITARY LOCATION (BY OTHERS) FIELD VERIFY LOCATION STORM SEWER LOCATION (BY OTHERS) FIELD VERIFY LOCATION U-100 (end of signal)
DISTURBANCE LIMITS STM S-16 E SAS TC=883.65 EI(NW)=876.60 EI(SE)=876.67 Madison, WI 53703 STORM SEWER A' BASIN SIDE SLOPE: 3:1 SEEDING SHALL BE CITY OF MADISON DETENTION BASIN MI WITH EROSION MATTING. BASIN BOTTOM: SEEDING SHALL BE CITY OF MADISON DETENTION BASIN MI 3" MULCH 0 10 ft N S-15 H INLET TC=.00 EI(N)=.755 (12") EI(S)=.75 (8") E 12" RCP STM E 12" STM E CONTOURS.75 12"STM PIPE S-15 OUTLET STRUCTURE TC=.00 BASIN FLOOR 883.00 TOP OF BASIN SLOPE EVEV=.00 EISTING GROUND *ENGINEERED FILL PARKING LOT AND SITE 2101 53713.75 CAP UNDERDRAIN PLACE MARKER BALL CONTOURS AREA OF ENGINEERED.00 FILL 45'-8" UNDER DRAIN @ 0.50% E ASPH W ALK *ENGINEERED SOIL MI SHALL BE: 70%-85% PREWASHED COASE D 15%-30% COMPOST PER CITY OF MADISON SPECIAL PROVISIONS 1' PEA GRAVEL LAYER UNDER ENTIRE ENGINEERED FILL AREA 8" PERFORATED STM PIPE UNDERDRAIN @0.50% 883.00 BIO-RETENTION BASIN CROSS-SECTION A'-A (NOT TO SCALE) CCS 4-24-17 S-1 12" RCP AE W/GATE EI=883.00 CONC COLLAR EI=.97 CAP, PLACE MARKER BALL A BIO-RETENTION DETAIL STORM SEWER M:\Maps\parks\Penn\Shelter Replacement\parking lot design\bioretention basin.dgn U-101
RCP speed bump bus shelter easement Doc 1412325 no shelter here 2015 CO BAIRD ST E T 6"C.I. Penn memorial plaque approx location per 1969 plans Bram's Addition Block6 TC=878.13 3" RIM=878.43 REET RIM=878.06 RIM=.43 883 CP #CP03 MAGNAIL ASPH CP #CP19 HYD N=471016.6400 E=819090.0300 ELEV=.4700 HYD TOP NUT N=471336.2900 E=819126.3400 ELEV=.9800 TC=878.34 CP #CP02 878 DRILL HOLE S RIM MH N=471284.2600 E=819128.3100 ELEV=878.0300 3" 5" bus stop Crabapple? Linden? RIM=.12 Linden? Linden? 24" sign park name STM RIM=883.65 20" DANE ST 3" Crabapple? Penn memorial plaque 3" 14" 16" Crabapple? Crabapple? 3-trunk 5-trunk 27" DANE STREET TC=.95 16" 9" Crabapple? 10"PVC CP #CP17 2-trunk TOP NW BOLT LP BASE N=471081.6600 E=819281.7500 ELEV=.4400 4"(CI?) Hackberry RIM=.07 MH RIM=.53 drinking fountain san cleanout? CP #CP18 approx RIM=877.30 878 MAGNAIL CURB TOP N=471314.6200 E=819402.1800 ELEV=878.7100 60" Silver 20"? RIM=.03 20" sign for approx location MG&E gas abandoned 24" MG&E footballfield? approx san location 24" CP #CP20 HYD Smith/Braxton HYD TOP NUT 878 approx gas location N=471319.6900 E=819440.9300 ELEV=.2900 877 approx location Lot 11 GAS METER Vacated Dane St 19" sign post base Doc 1077287 19" abandoned parks elec 42" White/Bur Oak BlackCherry 24" 878 48"? Bram's Addition Block 7 Boxelder 3-trunk Arborvitae Vacated Dane St Doc 1077286 White/Bur Oak 32" Boxelder Lot 10 54" White/Bur Oak 42" GAS METER goal post PROJECT BASE BID ETENTS EISTING ATHLETIC FIELD approx gas location 16" 11" GAS METER 60" RIM=.90 Silver 42" Boxelder? (tobe leans removed) SSW HYD CP #CP21 HYD TOP NUT N=471311.6400 E=819703.4000 ELEV=883.6100 Silver RI M=.1 894 4" Doc 0759613 Doc 1077288 3" Vacated Third Ave Vacated Third Ave Boxelder? 3-trunk(dead?) 10" 9" WisDOT Railroad Right-of-Way leased to WSOR) E. PARK BOUNDARY E. CONTOUR (INDE) E. CONTOUR (INTER) E. FENCE E. VEGETATION E. EASEMENT E. RIGHT OF WAY E. ITARY SEWER E. WATER LINE E. ELECTRIC E. TELEPHONE E. OVERHEAD E. GAS E. PROPERTY IRON ADD ALTERNATE - ASPHALT PATH ADD ALTERNATE - WORK ETENTS 0 60 N Red Pine CP #CP16 NAIL N=470944.8000 E=819361.6700 ELEV=.4400 (end of signal) Boxelder? EISTING BASKETBALL COURTS 23" abandoned parks elec 12" 12" RIM=.93 CP #CP04 HYD HYD TOP NUT N=470841.7200 E=819113.2100 ELEV=893.2800 26" goal post 12" 7" 12" Mulberry8-trunk 10" 14" 9" - dead? - dead? 14" 5" Boxelder 8-trunk ADD ALTERNATE - ASPHALT PATH WV BUICK ST (58' R/W) CP #CP01 RIM=.74 DRILL HOLE W RIM MH N=470818.6900 E=819114.2500 ELEV=.7300 36" 44" 36" 23" 14"STUMPS 54" CP #CP06 MAGNAIL ASPH E abandoned parks elec 16" L800
EJ POE Vacated Dane St Doc 1077287 Vacated Dane St Doc 1077286 White/Bur Oak White/Bur Oak Boxelder? leans SSW Hackberry Silver 12+66.89 12+67 PT 12+26.32 12+00 PI 11+75.19 BlackCherry? PRC 11+20.82 11+00 PRC 10+44.19 Silver Doc 1077288 Boxelder Vacated Third Ave Boxelder? 3-trunk(dead?) PI 10+83.86 10+00 894 0 30 N goal post Doc 0759613 Vacated Third Ave 9+00 PRO. ASPHALT SILT SOCK NO ROOT CUT PRO. CONTOUR (INDE) PRC 8+62.61 PRO. CONTOUR (INTER.) NOTES PARK BOUNDARY?? sign post base 1. SEE SHEET L805 FOR TYP. ASPHALT PATH SECTION. 2. ALL DISTURBED AREAS SHALL BE SEEDED WITH EROSION MAT. 3. CONTRACTOR SHALL NOT DRIVE OR STORE EQUIPMENT OR CONSTRUCTION MATERIALS ON ATHLETIC FIELD. E. FENCE E. EASEMENT E. RIGHT OF WAY E. ITARY SEWER E. STORM SEWER E. WATER LINE E. ELECTRIC 8+00 WisDOT Railroad Right-of-Way leased to WSOR) ADD ALTERNATE -LAYOUT AND E. TELEPHONE GRADING (NORTH) E. OVERHEAD E. GAS L801
PI 7+51.57 POB 1+00.00 1+00 (end of signal) abandoned parks elec TOPSOIL STOCKPILE AREA PRO. ASPHALT SILT SOCK NO ROOT CUT PRO. CONTOUR (INDE) PRO. CONTOUR (INTER.) PARK BOUNDARY E. FENCE E. EASEMENT E. RIGHT OF WAY E. ITARY SEWER E. STORM SEWER E. WATER LINE E. ELECTRIC E. TELEPHONE E. OVERHEAD NOTES 1. SEE SHEET L805 FOR TYP. ASPHALT PATH SECTION. 2. ALL DISTURBED AREAS SHALL BE SEEDED WITH EROSION MAT. 3. CONTRACTOR SHALL NOT DRIVE OR STORE EQUIPMENT OR CONSTRUCTION MATERIALS ON ATHLETIC FIELD. abandoned parks elec 7+00 PRC 6+39.23 0 30 N Boxelder? E. GAS 1+83.95 PC EISTING BACKSTOP REMOVED BY OTHER. 6+00 Mulberry8-trunk 2+00 PI 3+69.72 goal post - dead? - dead? Boxelder 8-trunk 3+00 4+00 2+43.88 PI 2+74.39 PRC 4+63.53 PRC 5+00 abandoned parks elec ADD ALTERNATE -LAYOUT AND GRADING (SOUTH) 5+88.33 PI L802
900 895 VPI 1+00.01.90 0.00% VPI 1+25.00.90 VPI 2+00.00.50-0.53% -1.08% VPI 2+74.39.70 0.28% VPI 4+50.00.20-0.80% 875 870 1+00 2+00 3+00 4+00 900 STA 1+00 TO STA 4+75 4+75 895 VPI 5+00.00.80-0.80% -0.65% VPI 6+39.23.90-0.94% VPI 8+62.61 875 870 4+75 5+00 6+00 7+00 8+00 8+50 STA 4+75 TO STA 8+50 ADD ALTERNATE -VERTICAL ALIGNMENT L803
900 895 VPI 8+62.61.80 VPI 9+00.00.40-1.07% -1.47% VPI 9+75.00.30 VPI 10+44.19.35-2.8-2.93% VPI 11+50.00.25-1.16% 875 870 8+50 9+00 10+00 11+00 12+00 STA 8+50 TO STA 12+25 12+25 900 895 VPI 10+44.19.35-2.93% VPI 11+50.00.25-1.16% VPI 12+66.89.89 875 870 12+25 11+00 12+00 STA 12+25 TO STA 12+66.89 ADD ALTERNATE -VERTICAL ALIGNMENT L804
3" DEPTH HMA PAVEMENT TYPE E0.3 3" GRADE PER PLAN 8' 6" TOPSOIL 9" GRADATION NO. 2 AGGREGATE BASE ASPHALT PATH SECTION (TYP.) NTS ADD ALTERNATE -TYPICAL PATH SECTION L805