CITY OF MADISON CITY ENGINEERING DIVISION DEPARTMENT OF PUBLIC WORKS PLAN OF PROPOSED IMPROVEMENT

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Rolf York
5 years ago
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PUBLIC Ji'v/PROVEMENT PROJECT APPROVED Madison, Wisconsin CITY OF MADISON CITY ENGINEERING DIVISION DEPARTMENT OF PUBLIC WORKS PLAN OF PROPOSED IMPROVEMENT JANUARY 3, 20I7 BY THE COMMON COUNCIL OF

1 PUBLIC Ji'v/PROVEMENT PROJECT APPROVED Madison, Wisconsin CITY OF MADISON CITY ENGINEERING DIVISION DEPARTMENT OF PUBLIC WORKS PLAN OF PROPOSED IMPROVEMENT JANUARY 3, 20I7 BY THE COMMON COUNCIL OF MADISON, WISCONSIN PUBLIC IMPROVEMENT DESIGN APPROVED BY w -' ( () "' b -' Q. INDEX OF SHEETS SHEET NO. TITLE SHEET NO. DI STANDARD NOTES & COL"li'viENTS SHEET NO. D2 TYPICAL SECTIONS PORTAGE ROAD PHASE TWO STREET DESIGNED BY: w ( z >- 0 -' Q. SHEET NO. SHEET NO. fiet MQ PI U1 HffT HQ. ls'] SHEET NO. SHEET NO. SHEET NO. 8 U4-U5 WI X.I-X2 ST NO. EL-l STREET PLAN & PROFILES SEWERS PLAN & PROFILES Rf!:'f'E:H<f'J.'fJN MJ'f'J!lb.S.. t-1 0\ \.\ "'> C.) Q@NfllW!'fE FHfME ije1'1!jm. O'T" I.A.S Q SEWER SCHEDULES WATER PLAN & PROFILE CROSS SECTIONS f C)S..otJ C,.o.,'t P'-'-tJ - P\'D'\)t;;..v 2.0 j -t:: " 'I I 7 PROJECT LOCATION CITY PROJECT NO CONTRACT NO SANITARY SEWER DESIGNED BY: w 0 > w CONVENTIONAL SIGNS FIELD VERIFY ALL UTILITY LOCATIONS GAS G--- STORM SEWER -- ST --- SANITARY SEWER ---SAI-l-- s WATER OVERHEAD ELECTRIC w--- OH --- POWER POLE STORM SEWER DESIGNED BY / NOTES: ALL GUTTERS SHALL DRAIN WITH GRADE OF 0.50% TOWARD STORM A JviJNJiviUM SEWER INLETS. SIDEWALK RAMPS AND CURB THRU SIDEWALK RAMPS SHALL HAVE A lvlaximuih SLOPE OF I" PER I2". SIDEWALK AND CURB RAMPS SHALL BE CONSTRUCTED WITH A SIDE SLOPE OF 1.5%. SIDEWALK SHALL HAVE A MINIMUM LONGITUDINAL SLOPE OF 0.50% AND A MAXIMUM LONGITUDINAL SLOPE OF 5.00% n.a.t-.:; 71771?017

6 NOT USED

7 Sheet U-2B Portage Rd Rain Garden - Phase 2 RAIN GARDEN PLANTING SCHEDULE NOT USED P O D W COMMON PLANT NAME SCIENTIFIC NAME SIZE T R E T Y T D S P R I N G S u m m e r F A L L Q t y Forbs Lavendar Hyssop Agastache foeniculum 2.5" Plug X X X X 14 Nodding Onion Allium cernuum 2.5" Plug X X X X 29 Leadplant Amorpha canescens 2.5" Plug X X X X 29 Columbine Aquilegia canadensis 2.5" Plug X X X X 29 Butterfly Weed Asclepias tuberosa 2.5" Plug X X X X 29 Heath Aster Aster ericoides 2.5" Plug X X X X 29 Silky Aster Aster sericeus 2.5" Plug X X X X 29 Harebell Campanula rotundifolia 2.5" Plug X X X X 29 Lanceleaf Coreopsis Coreopsis lanceolata 2.5" Plug X X X X 29 Shooting Star Dodecatheon meadia 2.5" Plug X X X X 29 Wild Geranium Geranium maculatum 2.5" Plug X X X X 29 Western Sunflower Helianthus ocidentalis 2.5" Plug X X X X 14 Northern Blue Flag Iris Iris versicolor 2.5" Plug X X X X 14 Black-eyed Susan Rudbeckia hirta 2.5" Plug X X X X 14 Zig Zag Goldenrod Solidago flexicaulis 2.5" Plug X X X X 14 Spiderwort Tradescantia bracteata 2.5" Plug X X X X 29 Golden Alexander Zizia aurea 2.5" Plug X X X X 14 Sedges Bebb's Sedge Carex bebbii 2.5" Plug X X X X 14 Common Oak Sedge Carex pensylvanica 2.5" Plug X X X X 29 Brown Fox Sedge Carex vulpinoidea 2.5" Plug X X X X 29 Wool-grass Scirpus cyperinus 2.5" Plug X X X X 14 Grasses Sweet Grass Hierochloe odorata 2.5" Plug X X X X 14 Sideoats Grama Grass Bouteloua curtipendula 2.5" Plug X X X X 29 Little Blue Stem Grass Schizachyrium scoparium 2.5" Plug X X X X 29 Prairie Dropseed Sporobolus heterolepis 2.5" Plug X X X X 14 TOTAL PLANTS Portage Rd Rain Garden Plant Schedule.xlsx1:49 PMTrees & Forbs-Schedule2/21/201711

8 NOT USED

9 SANITARY SCHEDULE ALIGNMENT CODES: 'DL' - DI LORETO AVE PORTAGE ROAD - PHASE 2 PROJECT NO SHEET NO. U-4 SANITARY SEWER SCHEDULE CITY OF MADISON REVISED LES 9/15/2017 PLOT SCALE: _ PROPOSED SANITARY STRUCTURES PROPOSED SANITARY PIPES SAS STATION LOCATION TOP OF E.I. DEPTH NOTES FROM SAS TO SAS EI # EI # LENGTH SLOPE SIZE PVC NO. (OFFSET) CASTING (DWNSTRM) (UPSTREAM) (DWNSTRM) (UPSTRM) (FT) (%) (DIA) TYPE NOTES SAS#105 19'DL' LT * SAS#104 SAS# % 8'' SDR-35 PER ASTM D3034 SAS#105 STUB# % 8'' SDR-35 PER ASTM D3034 REV. DATE: PLOT NAME: _ PROPOSED SANITARY STRUCTURES SAS STATION LOCATION TOP OF E.I. DEPTH NOTES NO. (OFFSET) CASTING STUB#1 19'DL' RT FILE NAME: M:\DESIGN\PROJECTS\10887\SANITARY\DOCUMENTS\MISC\SANITARY SCHE DATE: 09/15/2017

10 ALIGNMENT CODES: PORTAGE RD - PHASE 2 SHEET NO. 'PR'- PORTAGE ROAD PROJECT NO U-5 STORM SEWER SCHEDULE 'DL'- DI LORETO AVENUE STORM SEWER SCHEDULE CITY OF MADISON PLOT SCALE: _ PROPOSED STORM STRUCTURES PROPOSED STORM PIPES STRUC STATION LOCATION TYPE TOP OF E.I. DEPTH NOTES PIPE FROM SAS TO SAS EI # EI # PIPE LENGTH PLAN LENGTH SLOPE SIZE TYPE NOTES NO. (OFFSET) CASTING NO. (DWNSTRM) (UPSTREAM) (DWNSTRM) (UPSTRM) (FT) (FT) (%) (DIA) S-1 16'DL' RT CONCRETE COLLAR PER CITY OF MADISON S.D.D P-1 S-1 S % 12'' RCP S-2 19'DL' RT H INLET W/ R-1878-B7G REV. DATE: PLOT NAME: _ STANDARD NOTES: - ABBREVIATIONS: AE = APRON ENDWALL; RCP = REINFORCED CONCRETE PIPE; HERCP = HORIZONTAL ELLIPTICAL REINFORCED CONCRETE PIPE; DNA = DOES NOT APPLY; SAS = SEWER ACCESS STRUCTURE; LP = LOW POINT INLET STRUCTURE; FP = FIELD POURED STRUCTURE; TR = TOP OF CONCRETE ROOF; NCM = NO CROWN MATCH FOR PIPES; UD = UNDERDRAIN - APPROXIMATE DISCHARGE E.I. GIVEN, ADJUST E.I. AND PIPE SLOPE IN THE FIELD. - TOP OF CASTING GRADE GIVEN IS THE TOP OF CURB FOR INLET STRUCTURES AND THE FLOWLINE OF THE CLOSED CASTING FOR SAS's. - TOP OF CONCRETE ROOF (TR) IS 1.25' BELOW TOP OF CASTING UNLESS OTHERWISE NOTED. - ALL REINFORCED CONCRETE PIPES TO BE CLASS III UNLESS OTHERWISE NOTED. - SURVEYOR TO CONFIRM THAT ALL INLET STATION / OFFSETS LINE UP WITH PROPOSED CURB AND GUTTER. - ALL STRUCTURES CALLED OUT AS FIELD POURED SHALL BE FIELD POURED. ALL OTHER STRUCTURES (NOT INDICATED AS FIELD POURED) SHALL BE SUBMITTED TO CITY ENGINEERING FOR APPROVAL IF PRECAST STRUCTURES ARE PREFERRED. CONTACT LAUREN STRIEGL OF CITY ENGINEERING AT (608) , LSTRIEGL@CITYOFMADISON.COM, FOR PRECAST APPROVALS, OR FAX SHOP DRAWINGS TO (608) INLETS LOCATED IN TYPE "H" CURB SHALL BE INSTALLED PER S.D.D FILE NAME: M:\DESIGN\PROJECTS\10887\STORM\DOCUMENTS\MISC\STORM SCHEDULE OVERALL. DATE: 02/14/2017

PUBLIC IMPROVEMENT PROJECT APPROVED CITY OF MADISON v CITY ENGINEERING DIVISION DEPARTMENT OF PUBLIC WORKS PROFILES N BIRCHWOOD POINT PHASE 10

PUBLIC IMPROVEMENT PROJECT APPROVED CITY OF MADISON v CITY ENGINEERING DIVISION DEPARTMENT OF PUBLIC WORKS PROFILES N BIRCHWOOD POINT PHASE 10 PUBLC MPROVEMENT PROJECT APPROVED CTY OF MADSON v CTY ENGNEERNG DVSON DEPARTMENT OF PUBLC WORKS Madison, Wisconsin PLAN OF PROPOSED NDEX OF SHEETS ii.j (J (/) f 1 TTLE SHEET NO. DlD4 DETALS SHEET NO. PlP5