SNYDER & ASSOCIATES - City of Madison, Wisconsin · car wash convenience store building heights...

SNYDER & ASSOCIATES5010 VOGES ROAD

MADISON, WISCONSIN 53718608-838-0444 KTS01

www.snyder-associates.com

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FAX (608) 781-8960PH. (608) 781-8988LA CROSSE, WI 54602-21071626 OAK STREETP.O. BOX 2107KWIK TRIP, Inc.

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MONUMENT SIGN

VACUUM STATION

BIKE PARKING

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EXISTING PROPERTYLINE, TYPICAL

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23.5' ???14' ???20.0' ???

PARKING REQUIREMENTS

PARKING PROVIDEDPARKING REQUIRED

SIDE YARDREARR/W

TOTAL SITE AREA:

PRO. IMPERVIOUS:

PROPOSED GREEN AREA: PROPOSED HARD COVER:

BUILDING SETBACKS

BUILDING AREA: PAVED AREA:

ZONING DISTRICT:

SITE DATA:

CANOPY AREA:

CAR WASHCONVENIENCE STOREBUILDING HEIGHTS

CANOPY

PRO. PERVIOUS:

CONSTRUCTION NOTE:

LAYOUT NOTES:

1. PLAN PREPARED FROM AN ALTA/ASCM SURVEY BY:SNYDER & ASSOCIATES. PHONE: 608-838-0444DATED NOVEMBER 11, 2014

2. CURBS ARE DIMENSIONED TO FACE OF CURB.

3. UNLESS SHOWN OTHERWISE ON THIS DRAWING, CONTRACTOR SHALLPROVIDE CONTROL JOINTS, CONSTRUCTION JOINTS, AND EXPANSION JOINTS IN SLAB ON GRADE, SIDEWALKS AND DRIVES.

CONTROL JOINT MAXIMUM DISTANCE: WALKS- 8' O.C., ALL OTHERS- 10' O.C. SAW CUT CONTROL JOINTS MINIMUM ONE-QUARTER CONCRETE THICKNESS.

EXPANSION JOINT MAXIMUM DISTANCE: WALKS- 24' O.C., ALL OTHERS- 40' O.C. DOWEL ALL EXPANSION JOINTS- MAXIMUM 24" O.C.

3. CONCRETE IN ISLAND COMPLEX SHALL BE SMOOTH FINISHED.

4. EXTERIOR CONCRETE SURFACES TO BE SEALED. CONCRETE SEALER:APR 15- OCT 31 USE: TK-26UVNOV 1- DEC 31 USE: TK-290

5. EXPANSION JOINTS SHALL BE DECK-O-FOAMED AND CAULKED WITH SL1

PARKINGFUELING PUMPS

UTILITY COMPANY INFORMATION

GAS/ ELECTRIC-

PHONE- AT&T

COMMUNICATIONS-

SANITARY, WATER -

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30 EXCLUSIVE STALLS20 SHARED STALLS

PICNIC AREA

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SITE PLAN KEYNOTES

1. LANDSCAPE AREA. SEE SHEET L1.

2. OFF-STREET PARKING STALLSSTRIPING - 4" WIDE STALL LINES, USE HIGH VISIBILITY WHITE PAINT.SPACES PROVIDED(25) 9'-0"x 20'-0" (MIN.) GENERAL PARKING(4) 9'-0"x 20'-0" ACCESSIBLE PARKING WITH(1) 14'-0"x 87'-0" LOADING ZONE(20)

3. A.D.A. ACCESSIBLE PARKING SPACE WITH LOADING ZONE. PROVIDE APPROPRIATE STRIPING ANDPAVEMENT MARKINGS.

4. 4" WIDE, HIGH VISIBILITY, PAVEMENT STRIPING, LANE MARKINGS AND TEXT. COLOR: HC MARKINGS- BLUE,ALL OTHERS- YELLOW.

5. 6" DEPTH (MIN.) CONCRETE SLAB-ON-GRADE WITH #3 REBAR.CONCRETE SEALER: TK-26UV

6. 8" DEPTH (MIN.) CONCRETE SLAB-ON-GRADE WITH #3 REBAR. CONCRETE SEALER: TK-26UV

7. CONCRETE CURB AND GUTTER PER DETAILS.

8. CONCRETE CURB WALL PER DETAILS.

9. 6" INTEGRAL CONCRETE CURB/ WALK. SEE DETAILS. CONCRETE SEALER: TK-26UV

10. STORM STRUCTURE. SEE SHEETS SP2-SP4 FOR FURTHER STORM SEWER INFORMATION.A. CATCH BASIN CURB INLET PER DETAILSB. OIL SKIMMER PER DETAIL ON SHEET SP3C. TRENCH DRAIN PER DETAIL

11. 30" HT., 6" DIA. CONCRETE FILLED PIPE BOLLARD PER DETAILS.

12. 6 STALL BIKE RACK WITH 5' CLEARANCE ALL AROUND.

13. 40'-0"x 120'-0" DISPENSER ISLAND CANOPY. VERIFY SIZE, PLACEMENT, COLUMN AND FOOTING SIZE WITHCANOPY AND STRUCTURAL PLANS. CANOPY GRAPHICS PER OWNER..

14. 3'-6"x 6'-0" CONCRETE ISLANDS W/ 6" EXPOSURE WITH FUEL DISPENSERS. DISPENSER PER OWNER.

15. U-PIPE BOLLARD. 36" HT ABOVE GRADE. SLEEVE WITH DR-18, 4" BLUE PLASTIC WATERMAIN PIPE.

16. UNDERGROUND FUEL STORAGE TANKS PER OWNER. PROVIDE PIPING AND VENTING PER OWNER'SSPECIFICATIONS.

17. EXTERNAL TRASH ENCLOSURE TO MATCH BUILDING. SEE ARCHITECTURAL DETAILS.

18. KWIK TRIP TRADEMARK SIGN (VERIFY LOCATION WITH SIGN PERMIT)

19. 'FREE AIR' COMPRESSOR. PROVIDE SIGNAGE PER OWNER.

20. HC PVC BOLLARD SLEEVE PER OWNER. VAN ACCESS SIGNAGE AT 48" HT. STALL PARKING AT 60" HT.

21. PICNIC TABLE PER OWNER. PROVIDE 2 HC. ACCESS TABLE SPACE. PROVIDE TRASH CONTAINER PEROWNER.

22. EXISTING CONCRETE WALK TO REMAIN. REPAIR/ REPLACE AS NEEDED PER CITY.

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NOTE GRADING CONTRACTOR:

ANY PROPERTY IRONS THAT ARE DISTURBED IN THE GRADING PROCESS SHALL BERESET BY A LICENSED LAND SURVEYOR AT NO ADDITIONAL COST TO THE OWNER.

PLAN NOTES:

- REFER TO OTHER PROJECT PLANS AND INFORMATION RELATED TO THIS PROJECTPRIOR TO BEGINNING ANY GRADING WORK.

- PLAN PREPARED FROM AN ALTA/ASCM SURVEY BY:

SNYDER & ASSOCIATES PHONE: 608-838-0444DATED NOVEMBER 11, 2014

-CONSTRUCTION FENCING TO BE INSTALLED AROUND ENTIRE CONSTRUCTION SITE.COORDINATE WITH OWNER FOR FENCING AND GATE LOCATIONS AND APPROPRIATESIGNAGE INSTALLATION.

-CONTRACTOR SHALL OBTAIN AN EXCAVATION IN THE RIGHT-OF-WAY PERMIT FROM THECITY ENGINEER PRIOR TO PERFORMING ANY WORK WITHIN THE RIGHT-OF-WAY.

- CONTRACTOR SHALL LOCATE ALL UTILITIES WHICH MAY AFFECT THIS WORK ANDNOTIFY OWNER OF ANY CONFLICTS.

- CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED ELEVATIONS PRIOR TOSTART OF CONSTRUCTION. VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCEWITH GRADING PLAN, PARTICULARLY WITH WALK AND/ OR PAVEMENTS TO REMAIN.MEET EXISTING GRADES ALONG STREETS, PROPERTY LINES AND DRIVEWAY ENTRANCES.RESTORE ALL EXISTING PAVEMENTS THAT REMAIN TO THEIR ORIGINAL, IF NOT BETTERCONDITION. NOTIFY OWNER OF ANY CONFLICTS.

- AREAS NOT PAVED AND TO BE LANDSCAPED SHALL RECEIVE MINIMUM OF 4" DEPTHCOMPACTED TOPSOIL.

- CONTRACTOR SHALL COORDINATE GRADING AND INSTALLATION OF DRIVES IN R.O.W.WITH APPROPRIATE GOVERNMENT AGENCIES. OBTAIN APPROPRIATE PERMITS FORGRADING AND DRAINAGE IN ALL R.O.W.

- REFER TO OWNER'S SPECIFICATIONS FOR CURB, APPROACH, BITUMINOUS, ANDCONCRETE PROFILES, AS WELL AS ADDITIONAL SITE STANDARDS RELATED TO THISPROJECT.

ELEVATION NOTES:

PROPOSED FINISHED FLOOR ELEV.STORE = 936.00 FEET & CAR WASH = 935.33 FEET

BENCHMARK (AS SURVEYED)TOP NUT ON HYDRANT @ SE CORNER OF AMERICAN PARKWAY AND BUTTONWOODAVENUE ELEVATION = 838.63 FEET

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ADA BOLLARD SIGNAGE

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OR PAVEMENT

CONCRETE FOOTING

BLUE HDPE BOLLARD COVER

FINISH GRADE

STEEL BOLLARD

ADA ACCESSIBLE SIGNAGE-ADHESIVE STICKER, BLUELETTERS WITH WHITEREFLECTIVE BACKGROUND,ADHERE TO HDPE BOLLARDCOVER

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ADD STORE PHONE # TO BOLLARD(MUST BE VISABLE)

HIGH AND LOW - SIDE REACH LIMITS

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MAXIMUM SIDE REACH OVER OBSTRUCTION

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2'-6" 2'-6" 2'-Ø"

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ACCESSIBLE REACH DIMENSIONS

PLAN VIEW

NOT TO SCALE

VAN ACCESSIBLE PARKING

PAVEMENTS FLUSH

2% MAXIMUM SLOPE

PAVEMENT FLUSH

STORE FRONT FLUSH

APPROVED ADA SINAGE BOLLARD

NOTES FOR CONVENIENCE STORE ACCESSIBLITY

AT LEAST 1 MPD(MULTI PRODUCT DISPENSER) COVERING ALL GRADES OF FUEL MUST BE ACCESSIBLE IN A 30X48" CLEAR LEVEL FLOOR AREA(CLF).

ALL PUMP CONTROLS SHALL BE < 48"(2010 STANDARD). WINDOW WASHER, PAPER TOWELDISPENSER, LITERATURE, FIRE EXTINGUISHER, EMERGENCY FUEL STOPS, ETC. BE ACCESSIBLE30"X48" CLF SPACE AND WITHIN A FORWARD OR SIDE APPROACH REACH RANGE.

PROVIDE ISA(INDUSTRY STANDARD ARCHITECTURE) AT EACH ACCESSIBLE FUEL POSITION ON FACEOF PUMP.

PROVIDE ISA AT EACH ACCESSIBLE FUELING POSITION VISIBLE TO APPROACHING VEHICLES.

PROVIDE A SIGN AT EACH ACCESSIBLE FUELING POSITION WITH STORE TELEPHONE NUMBER,ADVISING AVAILABLE FUELING ASSISTANCE.

ANY PAY FUNCTION- i.e. AIR/VACUUM etc. ARE REQUIRED TO HAVE AN ACCESSIBLE ROUTE TOSTORE ENTRANCE. CONTROLS SHALL BE ACCESSIBLE 30"X48" CLF SPACE AND WITHIN AFORWARD OR SIDE APPROACH REACH RANGE.

PLAN KEYNOTES

1. ACCESSIBLE STALLS

A. STRIPING - 4" WIDE STALL LINES, USE HIGH VISIBILITY BLUE PAINT.SPACES PROVIDED:

(2) 9'-0"x 20'-0" ACCESSIBLE PARKING WITH (1) 8'-0"x 20'-0" LOADING ZONE (MIN.)

B. ACCESSIBLE FUELING POINT AND DISPENSER AND VALET. VALET AND KEY PAD ONPUMP SHALL CONFORM TO ADA REACH DIMENSIONS AS SHOWN IN DETAIL.

2. PAVEMENTS FLUSH FOR ACCESSIBILITY INTO BUILDING.

3. PICNIC TABLE W/ ACCESSIBLE PLACEMENT

4. ACCESSIBLE ROUTE TO STORE

5. ACCESSIBLE ROUTE TO VACUUM AND AIR.

NOTES:

-REFER TO THE DOCUMENT FROM THE DEPARTMENT OF JUSTICE ON "2010 ADA STANDARDS FORACCESSIBLE DESIGN". CONTRACTOR SHALL REFERENCE CURRENT A.D.A. GUIDLINES AND LOCALREGULATIONS FOR SITE ACCESSIBILITY. IN ALL CASES THE MINIMUM REQUIREMENTS SHALL BEPROVIDED ON SITE TO ENSURE COMPLIANCE TO ALL REGULATIONS.

- KWIK TRIP STANDARD ENTRANCE DOOR IS AUTOMATIC SLIDING DOOR SYSTEM DESIGNED TOCOMPLY WITH ALL ACCESSS CODES AND LAWS. ENTRANCE DOORS FOR ACCESSIBLE ROUTES WILLHAVE A MINIMUM CLEAR OPENING OF 32"

-STORE FRONTS WILL PROVIDE FLUSH PAVEMENTS ALONG ACCESSIBLE ROUTES WITH PROTECTIVESECURITY BOLLARDS INDICATED AND SPACED BETWEEN PARKING SURFACES AND BUILDING WALK PERPLAN.

-NO OBJECTS OR DISPLAYS SHOULD PROTRUDE INTO THE MINIMUM CLEAR SPACE OF THE ACCESSIBLEROUTES TO THE STORE ENTRANCE. THIS WILL INCLUDE SEASONAL DISPLAY VENDING AREAS AS WELLAS OTHER OUTDOOR STORAGE UNITS FOR PROPANE AND ICE, ETC.

-PER A.D.A GUIDELINES- CLEAR WIDTH OF ACCESSIBLE ROUTES SHALL BE 36" AND PERMITTED TO BEREDUCED TO 32" FOR A LENGTH OF 24".

- ACCESS ISLES SERVING WHEEL CHAIR LIFTS OR CHAIR ACCESS FROM VEHICLES ARE REQUIRED TOBE NEARLY LEVEL IN ALL DIRECTIONS TO PROVIDE SAFE TRANSFER OF WHEELCHAIRS TO AND FROMVEHICLES. THE EXCEPTION WOULD BE FOR DRAINAGE. MAXIMUM SLOPE FOR THE ACCESS ISLE IS1:48. NO CURB RAMPS SHALL BE A PART OF THE ACCESS ISLE.

-IDENTIFICATION SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY WITH THEDISIGNATION OF 1 "VAN ACCESSIBLE' IN EVERY 8 ACCESSIBLE SPACES ON SITE.

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8'-0"MIN.

2% MAX.

CROSS SLOPE

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S T O R M D R A I N A G E :

1. UNLESS OTHERWISE INDICATED, USE REINFORCED, PRECAST, CONCRETE MAINTENANCE HOLES AND CATCHBASINSCONFORMING TO ASTM C478, FURNISHED WITH WATER STOP RUBBER GASKETS AND PRECAST BASES. JOINTS FOR ALLPRECAST MAINTENANCE HOLE SECTIONS SHALL HAVE CONFINED, RUBBER "O"-RING GASKETS IN ACCORDANCE WITHASTM C923. THE INSIDE BARREL DIAMETER SHALL NOT BE LESS THAN 48 INCHES.

2. ALL JOINTS AND CONNECTIONS TO CATCHBASINS OR MANHOLES SHALL BE WATERTIGHT. USE RESILIENT RUBBERSEALS, WATERSTOP GASKETS, OR APPROVED EQUAL. CEMENT MORTAR JOINTS ARE NOT ALLOWED.

3. INSTALL CATCHBASIN CASTINGS WITH SPECIFIED TOP ELEVATION AT THE FRONT RIM.

4. PVC PIPE: USE SOLID-CORE, SDR-35, ASTM D3034 POLYVINYL CHLORIDE (PVC) PIPE FOR DESIGNATED PVC STORMSEWER SERVICES 4 TO 15-INCHES IN DIAMETER. USE SOLID-CORE, SDR-35, ASTM F679 POLYVINYL CHLORIDE (PVC)PIPE FOR DESIGNATED PVC STORM SEWER SERVICES 18 TO 27-INCHES IN DIAMETER. JOINTS FOR ALL STORM SEWERSHALL HAVE PUSH-ON JOINTS WITH ELASTOMERIC GASKETS. USE OF SOLVENT CEMENT JOINTS IS ALLOWED FORBUILDING SERVICES. SOLVENT CEMENT JOINTS IN PVC PIPE MUST INCLUDE USE OF A PRIMER WHICH IS OFCONTRASTING COLOR TO THE PIPE AND CEMENT. PIPE WITH SOLVENT CEMENT JOINTS SHALL BE JOINED WITH PVCCEMENT CONFORMING TO ASTM D2564. LAY ALL PVC PIPE ON A CONTINUOUS GRANULAR BED. INSTALLATION MUSTCOMPLY WITH ASTM D2321.

5. TESTING: TEST ALL PORTIONS OF STORM SEWER THAT ARE WITHIN 10 FEET OF BUILDINGS, WITHIN 10 FEET OF BURIEDWATER, LINES, WITHIN 50 FEET OF WATER WELLS, OR THAT PASS THROUGH SOIL OR WATER IDENTIFIED AS BEINGCONTAMINATED. TEST ALL FLEXIBLE STORM SEWER LINES FOR DEFLECTION AFTER THE SEWER LINE HAS BEEN INSTALLEDAND BACKFILL HAS BEEN IN PLACE FOR AT LEAST 30 DAYS. NO PIPE SHALL EXCEED A DEFLECTION OF 5%. IF THE TESTFAILS, MAKE NECESSARY REPAIRS AND RETEST.

6. INSTALL DETECTABLE UNDERGROUND MARKING TAPE DIRECTLY ABOVE ALL PVC, POLYETHYLENE, AND OTHERNONCONDUCTIVE UNDERGROUND UTILITIES AT A DEPTH OF 457 MM (18 INCHES) BELOW FINISHED GRADE, UNLESSOTHERWISE INDICATED. BRING THE TAPE TO THE SURFACE AT VARIOUS LOCATIONS IN ORDER TO PROVIDE CONNECTIONPOINTS FOR LOCATING UNDERGROUND UTILITIES. INSTALL BLUE RHINO TRIVIEW FLEX TEST STATIONS, OR APPROVEDEQUAL, WITH BLACK CAPS AT EACH SURFACE LOCATION.

7. TRACER WIRE: LOCATING REQUIREMENTS - A MEANS TO LOCATE BURIED UNDERGROUND EXTERIOR NON METALLICSEWERS/MAINS MUST BE PROVIDED WITH TRACER WIRE OR OTHER METHODS IN ORDER TO BE LOCATED IN ACCORDWITH THE PROVISIONS OF THESE CODE SECTIONS AS PER 182.0715(2R) OF THE STATUTES.

8. THE MINIMUM DEPTH OF COVER FOR BUILDING AND CANOPY ROOF DRAIN LEADERS WITHOUT INSULATION IS 5 FEET.INSULATE ROOF DRAIN LEADERS AT LOCATIONS WHERE THE DEPTH OF COVER IS LESS THAN 5 FEET. PROVIDE AMINIMUM INSULATION THICKNESS OF 2 INCHES. THE INSULATION MUST BE AT LEAST 4 FEET WIDE AND CENTERED ONTHE PIPE. INSTALL THE INSULATION BOARDS 6 INCHES ABOVE THE TOPS OF THE PIPES ON MECHANICALLY COMPACTEDAND LEVELED PIPE BEDDING MATERIAL. USE HIGH DENSITY, CLOSED CELL, RIGID BOARD MATERIAL EQUIVALENT TO DOWSTYROFOAM HI-40 PLASTIC FOAM INSULATION.

9. CLEANOUTS: INSTALL CLEANOUTS ON ALL ROOF DRAINS IN ACCORDANCE WITH S.P.S 382.35 (3)(C)(1.). THE DISTANCEBETWEEN CLEANOUTS IN HORIZONTAL PIPING SHALL NOT EXCEED 100 FEET FOR PIPES 10-INCHES AND UNDER IN SIZE.CLEANOUTS SHALL BE OF THE SAME NOMINAL SIZE AS THE PIPES THEY SERVE. INSTALL A METER BOX FRAME ANDSOLID LID (NEENAH R-1914-A, OR APPROVED EQUAL) OVER ALL CLEANOUTS.

10. INSTALL ALL PIPE WITH THE ASTM IDENTIFICATION NUMBERS ON THE TOP FOR INSPECTION. COMMENCE PIPE LAYING ATTHE LOWEST POINT IN THE PROPOSED SEWER LINE. LAY THE PIPE WITH THE BELL END OR RECEIVING GROOVE END OFTHE PIPE POINTING UPGRADE. WHEN CONNECTING TO AN EXISTING PIPE, UNCOVER THE EXISTING PIPE IN ORDER TOALLOW ANY ADJUSTMENTS IN THE PROPOSED LINE AND GRADE BEFORE LAYING ANY PIPE. DO NOT LAY PIPES IN WATEROR WHEN THE TRENCH CONDITIONS ARE UNSUITABLE FOR SUCH WORK.

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PRO 12" STORM SEWERWITH ENDWALLINV. 926.12'

PRO 12" STORM SEWER50' HDPE @ 1.0%

PRO STORM MANHOLER-1550 NEENAH CASTING

SOLID LIDRIM ELEV: 933.75'±

12" HDPE NE INV: 927.26'12" HDPE NW INV: 927.26'12" HDPE SE INV: 927.16'

SUMP INV:923.16'DEPTH:10.59'±

SEE DETAIL THIS SHEET

JUNCTION INVELEV:928.47'

PRO 2X3 STORM INLETNEENAH 3067-R CASTING

BOC ELEV: 834.50'±12" HDPE S INV: 829.00'

DEPTH:5.0'±

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OIL SKIMMER STORM MANHOLESP31

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PRO 4" STORM SEWER12' PVC @ 1.0%END PT INV:928.28'EACH SIDE OF TEE

PRO 4" STORM SEWER19' PVC @ 1.0%


PRO 4" STORM SEWER12' PVC @ 1.0%END PT INV:928.78'EACH SIDE OF TEE

PRO 4" STORM SEWER19' PVC @ 1.0%




PRO 4" STORM SEWER12' PVC @ 1.0%END PT INV:927.78'

PRO 4" STORMSEWER 19' PVC@ 1.0%


BOC ELEV: 933.50'±12" HDPE S INV: 927.77'

DEPTH:5.23'±






BOC ELEV: 931.59'±12" HDPE E INV: 926.97'

DEPTH:4.12'±

PRO 2X3 STORM INLETNEENAH 3067-R CASTINGBOC ELEV: 931.66'±12" HDPE W INV: 926.73'12" HDPE E INV: 926.73'DEPTH:4.93'±




PRO 2X3 STORM INLETNEENAH 3067-R CASTINGBOC ELEV: 929.88'±15" HDPE W INV: 925.30'15" HDPE E INV: 925.30'DEPTH:4.6'±

PRO 15" STORM SEWER33' HDPE @ 0.75%PRO 2X3 STORM INLET

NEENAH 3067-R CASTINGBOC ELEV: 929.61'±

15" HDPE E INV: 925.54'15" HDPE NW INV: 925.54'

DEPTH:4.1'±

PRO 12" STORM SEWERWITH ENDWALL

INV. 926.25'

PRO 12" STORM SEWER35' HDPE @ 0.75% PRO 2X3 STORM INLET

NEENAH 3067-R CASTINGBOC ELEV: 931.76'±12" HDPE N INV: 926.51'12" HDPE SW INV: 926.51'DEPTH:4.75'±



CONNECT TO PVCROOF DRAIN








CONNECT TO PVCROOF DRAIN

PRO STORM MANHOLE A36" DIA RCP ON END

W/ TRASH GRATERIM ELEV: 928.0'±

15" HDPE W INV: 925.9'3' CONCRETE SUMP ELEV: 922.9'

DEPTH:5.1'±



PRO 24" CURB CUT WITHRIPRAP, SEE DETAIL

PRO 24" CURB CUT WITHRIPRAP, TYPICAL

TRENCH DRAIN (1'X9')RIM: 935.10INV: 931.47

TRENCH DRAIN (1'X9')RIM: 935.03INV: 931.04

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BIO WEST OUTLET STRUCTURE "A"SP32

NOT TO SCALE

BIO WEST OUTLET STRUCTURE "B"SP33

PRO STORM MANHOLE B36" DIA RCP ON ENDW/ TRASH GRATERIM ELEV: 926.15'15" HDPE W INV: 924.20'3' CONCRETE SUMP ELEV: 921.20'DEPTH:5.0'±

EXTEND EX 15" RCPSTORM SEWER 15" @ 2.5%

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TYPICAL CROSS SECTION BIORETENTION AREASSP34




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SURFACE SOILSOIL DATA

APPROX. AREA OF LAND DISTURBANCEPOST-CONSTRUCTION IMPERVIOUS AREAPRE-CONSTRUCTION IMPERVIOUS AREADISTURBED AREASITE AREA DATA

PROJECT DATA

100%??? SF??? SF??? SF

-ALL SILT FENCE MUST BE INSTALLED BY THE CONTRACTOR AND INSPECTED BY THE CITY PRIOR TOANY SITE WORK.

-SITE EROSION CONTROL MEASURES MUST BE IN PLACE AT ALL TIMES. SHOULD DEVICES BEREMOVED FOR WORK ACCESS, THEY SHALL BE REINSTALLED AT THE END OF EACH WORK DAY UNTILPAVEMENTS HAVE BEEN INSTALLED AND ALL LANDSCAPE AREAS HAVE BEEN MULCHED ANDSODDED. SEEDED AREAS MUST EXHIBIT MINIMUM OF 70% SOIL COVERAGE.

-REFER TO THE SWPPP PLAN NOTES AND DETAIL SHEETS SWPPP2-4 FOR MORE INFORMATION.

CONTACT BRAD FRYKWIK TRIP, INCP0 BOX 2107LACROSSE, WI 54602608-783-8020

CONCRETE W/ GRAVEL BASE OVER FILL

CONSTRUCTION SEQUENCE*INSTALL EROSION/SEDIMENT CONTROL MEASURES

*INSTALL STORMWATER MANAGEMENT SEDIMENT BASINS

*INSTALL STORM SEWER

*INSTALL STRUCTURES

*INSTALL PAVEMENTS

*INSTALL LAWN/ LANDSCAPE

*FLUSH STORM SEWER

*REMOVE EROSION CONTROL MEASURES ONLY AFTER ALL PAVEMENTSHAVE BEEN INSTALLED AND ALL SOILS HAVE BEEN STABILIZED

ESTIMATED PRELIMINARY EROSION CONTROL QUANTITIES(ACTUAL QUANTITIES SUBJECT TO CHANGE)

ITEM

ROCK CONSTRUCTION ENTRANCE ??? SQ.YD.

EROSION CONTROL BLANKET(BASIN) AS NEEDED

RIP RAP ???

SILT FENCE ??? L.F.

NOTE: FOR MAINTENANCE PURPOSES CONTRACTOR SHALL ALL SUFFICIENT QUANTITIESFOR REPAIR AND REPLACEMENT OF EROSION CONTROL DEVICES THROUGHOUT ALLPHASES OF THE PROJECTS CONSTRUCTION.

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NO CONSTRUCTION TRAFFICAT THIS ENTRANCE NO CONSTRUCTION TRAFFIC

AT THIS ENTRANCE

ROCK CONSTRUCTIONENTRANCE, SEE DETAIL

BENCHMARKTOP NUT

ELEV. = 838.63'




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EXISTING PROPERTYLINE, TYPICAL

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PICNIC AREA

SIGNAGE

PLANT SCHEDULE

TOTAL DEVELOPED AREATOTAL AREA: 136,420 SQ. FT.REQUIREMENT: 136,420/300 = 455 LANDSCAPE UNITS X 5 = 2275 TOTAL POINTS REQUIRED(2312 PROVIDED)EXISTING PLANT MATERIAL ON SITE: 210 PTS.LANDSCAPE FURNITURE: 32 SEATS X 5 = 160 OR 5% OF TOTAL POINTS = 114

(114 PROVIDED)PROPOSED PLANT MATERIAL: 1988 PTS.

STREET FRONTAGESLINEAR FEET: 539 LFREQUIREMENT: 1 TREE AND 5 SHRUBS/30 LFREQUIRED: 18 TREES (5 - EXISTING) AND 90 SHRUBS (130 PROVIDED)

INTERIOR PARKING LOT LANDSCAPINGTOTAL STALLS: 38REQUIREMENT: 8% OF TOTAL PARKING LOT AREA TO BE INTERIOR PLANTING AREA79,097 SF OF PARKING LOT X 8% = 6,328 SF DIV. 160 SF = 40 TREES REQUIRED (41 PROVIDED)

AMERICAN CENTER CANOPY TREE REQUIREMENTSTOTAL STALLS: 50REQUIREMENT: 1 TREE PER 12 STALLS OR FRACTION THEREOFREQUIRED: 4 TREES (4 PROVIDED)

AMERICAN CENTER LANDSCAPE REQUIREMENTSTOTAL STALLS: 50REQUIREMENT: 15 POINTS/STALL = 15 X 50 = 750 POINTS REQUIRED (751 PROVIDED)

TWO EXISTING TREES WITH AN APPROXIMATE 2" CALIPER SHALL BE REMOVED DURING CONSTRUCTION AND ARENOTED ON THE DEMOLITION PLAN. TWO (2) 2 1/2" CALIPER TREES ARE PROPOSED ON THE LANDSCAPE PLAN TOREPLACE THESE EXISTING TREES. NO POINTS HAVE BEEN ADDED TO THE POINTS FOR THE AMERICAN CENTERREQUIREMENTS OR THE CITY OF MADISON REQUIREMENTS.

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10-SB

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EQUIPMENT FLOOR PLAN - SECTION 'A'

200 Mason Street #3

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EQUIPMENT FLOOR PLAN - SECTION 'B'

200 Mason Street #3

(608) 784 - 6808Onalaska, WI 54650

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(608) 784 - 6808Onalaska, WI 54650

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FRONT ELEVATION

LEFT SIDE ELEVATION

BACK ELEVATION

RIGHT SIDE ELEVATION

SNYDER & ASSOCIATES - City of Madison, Wisconsin · car wash convenience store building heights...

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Transcript of SNYDER & ASSOCIATES - City of Madison, Wisconsin · car wash convenience store building heights...