jej preliminary- not for construction 13. the …preliminary- not for construction 13. the minimum...
TRANSCRIPT
PROPERTY DESCRIPTION:PER TITLE COMMITMENT #CO-5325PARCEL A:LOT 3, EXCEPT THE NORTH 77 FEET THEREOF, PARK TOWNE, IN THE CITY OF MADISON, COUNTYON DANE, STATE OF WISCONSIN. TAX KEY NO: 0708-252-0103-4ADDRESS: 6906 ODANA ROAD
PARCEL B:LOT 2, AND THE NORTH 77 FEET OF LOT 3, PARK TOWNE, IN THE CITY OF MADISON, COUNTY OFDANE, STATE OF WISCONSIN. TAX KEY NO: 0708-252-0102-6ADDRESS: 6910 ODANA ROAD
BEING THE SAME AS:ALL OF LOTS 2 AND 3, PARK TOWNE, BEING A PART OF THE NORTHEAST QUARTER AND THENORTHWEST QUARTER OF SECTION 25, TOWNSHIP 7 NORTH, RANGE 8 EAST, IN THE CITY OFMADISON, DANE COUNTY, WISCONSIN AND BEING ON FILE AND OF RECORD IN THE PLAT RECORDSVOLUMN 35, PAGE 40-41, IN SAID DANE COUNTY, WISCONSIN, BEING MORE PARTICULARLYDESCRIBED AS FOLLOWS:
BEGINNING AT A REBAR FOUND AT THE SOUTHWEST CORNER OF SAID LOT 2, BEING IN THENORTHERLY RIGHT OF WAY LINE OF ODANA ROAD; THENCE ALONG THE WEST LINE OF SAID LOT 2,NORTH 00 DEGREES 38 MINUTES 38 SECONDS WEST, A DISTANCE OF 252.49 FEET TO A REBARFOUND AT THE NORTHWEST CORNER OF SAID LOT 2; THENCE ALONG THE NORTH LINE OF SAIDLOTS 2 AND 3, NORTH 89 DEGREES 20 MINUTES 10 SECONDS EAST, A DISTANCE OF 250.00 FEET TOA REBAR FOUND AT THE NORTHEAST CORNER OF SAID LOT 3; THENCE ALONG THE EAST LINE OFSAID LOT 3, SOUTH 00 DEGREES 40 MINUTES 11 SECONDS EAST, A DISTANCE OF 258.83 FEET TO AREBAR FOUND AT THE SOUTHEAST CORNER OF SAID LOT 3, BEING ALSO IN SAID NORTHERLYRIGHT OF WAY LINE; THENCE ALONG THE SOUTH LINES OF SAID LOT 3 AND LOT 2, BEING ALSOSAID NORTHERLY RIGHT OF WAY LINE, THE FOLLOWING 2 COURSES:
1. NORTH 87 DEGREES 44 MINUTES 02 SECONDS WEST, A DISTANCE OF 124.84 FEET TO A PKNAIL FOUND;
2. NORTH 89 DEGREES 19 MINUTES 17 SECONDS WEST, A DISTANCE OF 125.79 FEET TO THEPOINT OF BEGINNING.
SITE AREA: 63,258 SQ FT, 1.458 ACRES
ADDRESS:6910 ODANA ROAD AND 6906 ODANA ROADMADISON, WISCONSIN 53719
OWNER:MC DONALD'S CORPC/O CARRIE BENNETT-BARNDT9701 BRADER WAYSUITE 201MIDDLETON, WI 53562
PREPARED FOR:MCDONALD'S USA, LLCATTN: CARTER MANN1650 W 82ND ST., SUITE 900BLOOMINGTON, MN 55431PH: (952) 300-5504
ZONING:CC - COMMERCIAL CENTER DISTRICTBUILDING SETBACKS:FRONT - NEW BUILDINGS SEE SEC 33.24(4)(f)8., MGO : 85' MAXIMUMFRONT PER PARK TOWN COVENANTS: 30' MINIMUMSIDE - 5' - ONE STORY, NOT ADJACENT TO RESIDENTIALSIDE PER PARK TOWN COVENANTS: 10' MINIMUMREAR - 20% OF LOT DEPTH (DEPTH=258.83', SETBACK=51.77)OBTAIN FROM THE CITY, A ZONING LETTER FOR AN INTERPETATION OF THE ABOVE SETBACKINFORMATION.
PARKING REQUIREMENTS:CAR MINIMUM REQUIREMENT: 15% OF THE CAPACITY OF PERSONSCAR MAXIMUM REQUIREMENT: 40% OF THE CAPACITY OF PERSONSBICYCLE MINIMUM REQUIREMENT: 5% OF THE CAPACITY OF PERSONS
MINIMUM CAR PARKING = 98x15% = 15 STALLS MINIMUMMAXIMUM CAR PARKING 98x40% = 40 STALLS MAXIMUMMINIMUM BICYCLE PARKING = 98x5% = 5 SPACES
CAR PARKING PROVIDED = 64 STALLS (INCL 3 HC STALLS)BICYCLE PARKING PROVIDED = 6 SPACES
BENCHMARK:TBM: HYDRANT - TOP BOLTNORTHING = 476180.71EASTING = 789781.86ELEVATION = 206.16DESCRIPTION: HYDRANT ON SOUTHEAST CORNER OF INTERSECTION OF ODANAROAD AND W PLATTE DRIVE MADISON DATUM
VICINITY MAPNOT TO SCALE
COPYRIGHT 2017 BISHOP ENGINEERING. THIS DOCUMENT AND THE INFORMATION CONTAINED MAY NOT BEREPRODUCED OR EXCERPTED WITHOUT THE EXPRESS WRITTEN PERMISSION OF BISHOP ENGINEERING.UNAUTHORIZED COPYING OR DISCLOSURE OF CONSTRUCTION USE ARE PROHIBITED BY COPYRIGHT LAW.
SHEET INDEX:C0.1 COVER SHEET1 OF 1 ALTA SURVEYC1.1 DEMO PLANC2.1 LAYOUT PLANC2.2 - C2.6 DRIVE-THRU PLANSC3.1 GRADING PLANC4.1 UTILITY PLANC4.2 LIGHTING PLANC5.1 LANDSCAPE PLANC6.1 DETAILS SHEETC7.1 SWPPP
UTILITY CONFLICT NOTES:1. UTILITY CONFLICTS MAY EXIST ACROSS THE SITE WITH NEW UTILITIES, GRADING, PAVING ETC.
MOST UTILITY CONFLICTS HAVE BEEN CALLED OUT FOR CONTRACTOR CONVENIENCE.2. CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY CONFLICTS THAT ARE EITHER CALLED OUT ON
THE PLANS OR THAT CAN BE SEEN ON THE PLANS BETWEEN AND EXISTING UTILITY ANDPROPOSED CONSTRUCTION
GENERAL NOTES:1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH CITY OF MADISON STANDARD SPECIFICATIONS AND ANY AND ALL CITY/COUNTY SUPPLEMENTAL SPECIFICATIONS. THE
CITY OF MADISON MUST BE NOTIFIED BY ALL CONTRACTORS 48 HOURS PRIOR TO COMMENCING WORK.2. IN EVENT OF A DISCREPANCY BETWEEN THE QUANTITY ESTIMATES AND THE DETAILED PLANS, THE DETAILED PLANS SHALL GOVERN.3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES. ANY DAMAGE TO SAID UTILITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE.4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT O.S.H.A. CODES AND STANDARDS. NOTHING INDICATED ON THESE PLANS SHALL RELIEVE THE
CONTRACTOR FROM COMPLYING WITH THE APPROPRIATE SAFETY REGULATIONS.5. ALL NECESSARY CONSTRUCTION SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES REQUIRED DURING CONSTRUCTION WILL BE FURNISHED BY THE
CONTRACTOR. SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES MUST BE IN CONFORMANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICESFOR STREETS AND HIGHWAYS."
6. BISHOP ENGINEERING SHALL NOT BE LIABLE FOR ANY INJURIES THAT HAPPEN ON SITE. THIS SHALL INCLUDE BUT NOT BE LIMITED TO TRENCH COLLAPSES FROMVARYING SOIL CONDITIONS OR INJURIES CAUSED BY UNDERGROUND UTILITIES INCLUDING UTILITIES THAT ARE NOT SHOWN ON PLAN.
7. THE CONTRACTOR IS LIABLE FOR ALL DAMAGES TO PUBLIC OR PRIVATE PROPERTY CAUSED BY THEIR ACTION OR INACTION IN PROVIDING FOR STORM WATER FLOWDURING CONSTRUCTION. DO NOT RESTRICT FLOWS IN EXISTING DRAINAGE CHANNELS, STORM SEWER, OR FACILITIES.
8. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A SCHEDULE FOR PERFORMANCE OF WORK ITEMS. THIS SCHEDULE SHALL BE PROVIDED BY THE CONTRACTOR ATTHE PROJECT PRECONSTRUCTION CONFERENCE. NO WORK SHALL BEGIN UNTIL A SCHEDULE HAS BEEN SUBMITTED AND ACCEPTED. THE CONTRACTOR SHALL THENPERFORM WORK TO CONFORM TO THE ACCEPTED SCHEDULE.
9. LABORATORY TESTS SHALL BE PERFORMED BY THE OWNER UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PROVIDE SAMPLES OF MATERIAL REQUIRED FORLABORATORY TESTS AND TESTING IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS.
10. SOIL IMPORT OR EXPORT ON THIS PROJECT SHALL BE CONSIDERED INCIDENTAL AND WILL NOT BE MEASURED OR PAID FOR SEPARATELY.11. THE CONTRACTOR SHALL PROTECT ALL STRUCTURES NOT SHOWN AS REMOVALS ON THE PLANS.12. THE CONTRACTOR SHALL OBTAIN ANY AND ALL NECESSARY PERMITS PRIOR TO ANY CONSTRUCTION.13. GRADING AND EROSION CONTROL SHALL BE DONE IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND ANY AND ALL CITY, COUNTY OR STATE
REQUIREMENTS..14. THE CONTRACTOR SHALL PICK UP ANY DEBRIS SPILLED ONTO THE ADJACENT RIGHT OF WAY OR ABUTTING PROPERTIES AS THE RESULT OF CONSTRUCTION, AT THE
END OF EACH WORK DAY.15. THE CONTRACTOR IS RESPONSIBLE FOR THE PROMPT REMOVAL OF ALL MUD THAT HAS BEEN TRACKED OR WASHED UNTO ADJACENT PROPERTY OR RIGHT OF WAY
UNTIL SUCH TIME THAT PERMANENT VEGETATION HAS BEEN ESTABLISHED.16. DISPOSE OF ALL EXCESS MATERIALS AND TRASH IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS. PROVIDE WASTE AREAS OR DISPOSAL SITES
FOR EXCESS MATERIALS NOT DESIRABLE FOR INCORPORATION INTO THE PROJECT.
PAVING NOTES:1. SUBGRADE PREPARATION AND PAVEMENTS WILL BE CONSTRUCTED FOLLOWING RECOMMENDATIONS IN THE SOILS REPORT. APPROVED SOILS ENGINEER MUST SIGN
OFF ON SUBASE PRIOR TO ANY PAVEMENT BEING PLACED.2. SEE DETAILS FOR ALL PAVEMENT THICKNESS.3. ALL WALKS, PARKING LOTS, HANDICAP PARKING, RAMPS, ETC. SHALL COMPLY WITH ALL A.D.A. AND CITY CODES. HANDICAP PARKING SIGNAGE IS REQUIRED FOR ALL
HANDICAP STALLS AND SHALL BE CONSIDERED INCIDENTAL. IN EVENT OF A DISCREPANCY BETWEEN THE PLANS AND THE A.D.A./CITY CODES THE A.D.A./CITY CODESSHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING A.D.A. CODES ARE MET.
UTILITY NOTES:1. THE CONTRACTOR SHALL PROVIDE AS-BUILTS OF ALL UTILITIES, INCLUDING DEPTH AND LOCATION OF ALL SERVICES.2. THE CONTRACTOR SHALL COORDINATE THE ADJUSTMENT OF ANY AND ALL EXISTING AND PROPOSED UTILITIES TO PROPOSED GRADES. EXISTING UTILITIES SHALL BE
RAISED OR LOWERED IN ACCORDANCE WITH THE UTILITY OWNER REQUIREMENTS. ANY NECESSARY ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TOCONSTRUCTION.
3. ACTIVE EXISTING FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE REPAIRED, REROUTED, OR CONNECTED TO PUBLIC OR PRIVATE STORM SEWER TOREMAIN IN SERVICE.
4. ALL PROPOSED RCP STORM SEWER PIPE JOINTS SHALL BE FABRIC WRAPPED AND THE LAST 3 PIPE SECTIONS ON THE APRON SHALL BE TIED WITH RF-14 TYPE IICONNECTORS. ALL APRONS SHALL HAVE A STANDARD FOOTING AND TRASH GUARD.
5. ALL RIP RAP CALLED OUT ON PLANS SHALL BE UNDERLAIN WITH ENGINEERING FABRIC.6. SANITARY SEWER SERVICE CONNECTIONS SHALL BE PLACED AT A SLOPE OF NO LESS THAN 2%. SERVICES SHALL MAINTAIN 18" OF VERTICAL SEPARATION FROM THE
WATERMAIN WITH 18" OF COMPACTED LOW PERMEABILITY SOIL BETWEEN THE UTILITIES WITHIN 10' OF THE CROSSING.7. MANDREL AND PRESSURE TESTS SHALL BE REQUIRED FOR ALL PROPOSED SANITARY LINES. TELEVISING OF THE SANITARY SEWER SYSTEM SHALL BE COMPLETED
PRIOR TO PAVING UNLESS OTHERWISE APPROVED BY JURISDICTION.8. WATERMAINS SHALL BE C-900. SIZE OF WATERMAIN AS SHOWN ON PLANS.9. THRUST BLOCKS SHALL BE INSTALLED AS REQUIRED AND SHALL BE CONSIDERED INCIDENTAL TO WATERMAIN CONSTRUCTION.10. PROPOSED WATERMAIN SHALL BE PRESSURE TESTED, BACTERIA TESTED AND CHLORINATED. THE FILLING OF THE WATER MAIN SHALL BE DONE BY THE CITY OF
MADISON.11. TRACER WIRE SHALL BE ADDED TO ALL WATER MAIN, AND BROUGHT TO THE SURFACE AT EVERY HYDRANT.12. ALL HYDRANTS WILL IMMEDIATELY BE COVERED WITH A BLACK PLASTIC BAG (OR EQUIVALENT) ONCE THE HYDRANT IS INSTALLED. THE CITY OF MADISON WILL NOTIFY
THE CONTRACTOR WHEN THE BAGS CAN BE REMOVED.13. THE MINIMUM HYDRANT LEAD SHALL BE 3.5 FEET.
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TITLE
:
BE#
MA
DIS
ON
, WI (
OD
AN
A R
OA
D)
SIT
E P
LAN
4800
9369
10 O
DA
NA
RO
AD
, MA
DIS
ON
, WI 5
3719
160005
JMR
1/27
/17
JEJ
1/27
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11/
27/1
71S
T C
ITY
SUBM
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7/201
7 7:59
:06 A
M
UTILITY NOTE:THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM THE FIELD SURVEY, EXISTING PUBLICRECORDS, AND PLANS PROVIDED BY OTHERS. SURFACE UTILITY LOCATIONS HAVE BEEN FIELD LOCATED BY BISHOPENGINEERING, UNLESS OTHERWISE NOTED. ALL UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE LOCATIONSONLY. BISHOP ENGINEERING DOES NOT GUARANTEE THE UNDERGROUND LOCATION OF ANY UTILITIES SHOWN. IT SHALLBE THE DUTY OF THE CONTRACTOR TO DETERMINE THE LOCATION AND DEPTH OF ANY UNDERGROUND UTILITIES SHOWNAND IF ANY ADDITIONAL UTILITIES, OTHER THAN THOSE SHOWN ON THE PLANS, MAY BE PRESENT. A REQUEST WAS MADETO IOWA ONE CALL FOR UTILITY PROVIDERS TO VERIFY, LOCATE, AND MARK THEIR UTILITIES IN THE FIELD.
ABBREVIATIONS:AC ACRESASPH ASPHALTBK BOOKCONC CONCRETED DEEDED DISTANCEEX EXISTINGENCL ENCLOSUREFF FINISHED FLOORFL FLOW LINEFRAC FRACTIONALM MEASURED DISTANCEMH MANHOLEOPC ORANGE PLASTIC CAPP PLATTED DISTANCEPG PAGEPOB POINT OF BEGINNINGPOC POINT OF COMMENCEMENTPRA PREVIOUSLY RECORDED ASPUE PUBLIC UTILITY EASEMENTROW RIGHT OF WAYRPC RED PLASTIC CAPSF SQUARE FEETSAN SANITARYTYP TYPICALYPC YELLOW PLASTIC CAPN NORTHS SOUTHE EASTW WEST
CO
VE
R S
HE
ET
C0.1
I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PREPARED UNDER MYSUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAMECOMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF THE CITY OFMADISON RELATING TO STRUCTURES AND BUILDINGS.
MY LICENSE RENEWAL DATE IS: JULY 31, 2018
JOEL E. JACKSON WI REG# E-42545 DATE
PAGES OR SHEET COVERED BY THIS SEAL: C0.1, C1.1 - C4.1 & C6.1-C7.1
LEGEND: SAN SANITARY SEWER
ST STORM SEWER
W WATER LINE
G GAS LINE
U/E UNDERGROUND ELECTRIC
O/E OVERHEAD ELECTRIC
TELE TELEPHONE LINE
F/O FIBER OPTIC
CATV CABLE TV
STORM MANHOLE
CURB INTAKE
SURFACE INTAKE
FLARED END SECTION
SANITARY MANHOLE
CLEANOUT
FIRE HYDRANT
SPRINKLER
IRRIGATION CONTROL VALVE
WATER MANHOLE
WELL
WATER VALVE
WATER SHUT OFF
YARD HYDRANT
ELECTRIC MANHOLE
ELECTRIC METER
ELECTRIC RISER
ELECTRIC VAULT
POWER POLE
TRANSFORMER POLE
LIGHT POLE
ELECTRIC JUNCTION BOX
ELECTRIC PANEL
TRANSFORMER
GROUND LIGHT
GUY WIRE
ELECTRIC HANDHOLE
GAS METER
GAS VALVE
AIR CONDITIONING UNIT
TELEPHONE RISER
TELEPHONE VAULT
TELEPHONE MANHOLE
TRAFFIC SIGNAL MANHOLE
FIBER OPTIC RISER
FIBER OPTIC FAULT
CABLE TV RISER
SIGN
7 DENOTES NUMBER OF PARKING STALLS
PROPERTY CORNER - FOUND AS NOTED
PROPERTY CORNER- PLACED 3/4" IRON PIPEWITH YELLOW PLASTIC CAP ID #14775
SECTION CORNER - FOUND AS NOTED
PROPERTY ADDRESS
D
S
CO
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ICV
W
WSO
Y A DR
EEM
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ELEC
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EP
GM
GV
A/C
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TEL
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FO
F/O
TVWWV
STAKING NOTES:1. CONTRACTOR IS REQUIRED TO HAVE ALL STAKING DONE UNDER THE SUPERVISION OF A
LICENSED LAND SURVEYOR AND IN COORDINATION WITH THE PROJECT ENGINEER.2. STAKING DOES NOT RELIEVE CONTRACTOR OF ULTIMATE RESPONSIBILITY TO CONSTRUCT THE
PROJECT PER PLAN.
SOILS REPORT:1. REFERENCE SOILS REPORT FOR ADDITIONAL SOILS INFORMATION INCLUDING BUT NOT LIMITED
TO SUBGRADE INFORMATION, FOOTING DESIGN, AND ANY POSSIBLE OVER EXCAVATION DUETO POOR SOILS. PAVEMENT SECTIONS ON THE PLANS GOVERN OVER PAVEMENT THICKNESSIN THE SOILS REPORT.
TRAFFIC CONTROL NOTES:1. ANY AND ALL TRAFFIC CONTROL SHALL BE CONSIDERED INCIDENTAL.2. ALL TRAFFIC CONTROL SHALL BE PER MUTCD AND CITY OF MADISON SPECIFICATIONS.3. NO OVERNIGHT LANE CLOSURES WILL BE ALLOWED ON ODANA RD.4. IF DAYTIME LANE CLOSURES ARE NECESSARY, CONTRACTOR SHALL PROVIDE FLAGGERS
ON BOTH ENDS OF ROAD CLOSURE IN ACCORDANCE WITH ALL MUTCD REQUIREMENTS.
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U/E
TELE
TELE
U/E
EXISTING BUILDING6910 ODANA ROAD
MADISON, WIFF 1ST FLOOR = 202.3FF BASEMENT = 193.56,205 SQUARE FEET
BUILDING HEIGHT = 19.1
EX SHED95 SQ FT
THANKYOU
9
19
15
9
2
10
U/E
U/E
U/E
TELE
GG
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GG
GG
G
SAN
SAN
W1"
W1"
W1"
W1"
WW
WW
TELE TELE TELE TELE TELE TELE TELE TELE
ODANA ROAD(PUBLIC STREET - ASPHALT SURFACE - ROW VARIES)
SAN
SAN
W P
LATT
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(PUB
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SURF
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3126
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INGR
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DOC.
#126
8320
10' UTILITY EASEMENTPER DOC #1312690
6' UT
ILITY
EAS
EMEN
TPE
R PL
AT
48.62
'
47.31'
66.41
'
148.3'
LOT 2
LOT 3
PARCEL "B"PARCEL "A"
EX LANDINGAND STEPS
EX DIRECTIONAL SIGN
EX OVERHEADSIGN
EX STEPSINTOBUILDING
EX HEIGHT RESTRICTIONAND LIGHT POLE
EX FLUME
EX WOODWALKWAY
EX HEIGHT RESTRICTIONAND LIGHT POLE
EX 6' WOODFENCE
EX OUTLET TODRAINAGE BASINEX OUTLET TO
DRAINAGE BASIN EX OUTLET TODRAINAGE BASIN
EX ROOF LADDER
EX TRASHAREA
EX 6' WOODFENCE
EX PAYPHONE
W12" W12" W12" W12" W12" W12" W12" W12"
EX SIDEWALK
EX SIDEWALKEX CONCRETE
EX CONCRETE
EX C
ONCR
ETE
EX CONCRETE
EX C
ONCR
ETE
EX ASPHALT
EX ASPHALT
EX ASPHALTEX ASPHALT
EX ASPHALT
EX ASPHALT
EX ASPHALT
EX ASPHALT
EX BOLLARD (TYP)
EX BOLLARD(TYP)
LOT 1
LOT 4
PT T7N R8E SEC 25
LOT 3
EX CONCRETEGUTTER (TYP)
EX CONCRETEGUTTER (TYP)
0.82'
1.02'
EX LANDSCAPE
EX WATER LINE PER 811 LOCATE(FORMER BUILDING ON SITE)
EX FLAG
SAN
SAN
SAN
EX SANITARY LINE PER 811 LOCATE(FORMER BUILDING ON SITE)EX RAMP
0.73'
EX PAINTSTRIPE (TYP)
15
EX PAINTSTRIPE (TYP)
0.8'
EX ORDERBOX (TYP)
EX MENUBOARD (TYP)
EP
5'
2.3'
EX ACCESS GATES
5' UT
ILITY
EAS
EMEN
TPE
R DO
C. 12
4778
0
3.73'
1.19'
1.65'
SS
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
EX SAN MHRIM 195.73INV(E)=177.73
EX SAN MHRIM =188.84
INV(W)=176.34
EX 6' WALL
EX SHRUBS
EX HAND RAIL EX HAND RAIL
EX BOULDERS
EX BRICK CHIPS
EX BRICK CHIPS
EX BRICK CHIPS
EX BRICK CHIPS
EX RAILROADTIE WALLS
1.57'
1.15'
EX PULLFORWARD SIGN
EX PULLFORWARD SIGN
EX A
SPHA
LT
EX GRAVEL
EX A
SPHA
LT
CL O
F DR
IVE
THRU
WIN
DOW
S28
.52'
PEAK =218.31
HEIGHT = 218.39
S
EX SAN MHRIM 201.70INV(E)=193.00 S
EX HAND RAIL
3.09'29.84' 30.83'
115.58'25.39'
46.02'
38.54
'
G 4"G 4"
G 4"G 4"
G 4"G 4"
G 4"G 4"
G 4"G 4"
1.5" G
AS S
ERVI
CE LI
NE
PROTECT EX TREE
PROTECT EX TREE
PROTECT EX TREE
PROTECT EX TREE
REMOVE EXLIGHT POLE, TYP
REMOVE EXLIGHT POLE, TYP
REMOVE EXTREE, TYP
REMOVE EXTREES, TYP
REMOVE EX MENUBOARDS& ALL DRIVE-THRUCOMPONENTS
REMOVE EX TRASHENCLOSURE & SHED
REMOVE EX BUILDING& REMOVE EX BASEMENT
(APPROX SIZE 28'x41' ONREAR OF BUILDING)
(REF ARCH)
REMOVE EXPAVEMENT
REMOVE EXPAVEMENT
REMOVE EXPAVEMENT
REMOVE EXPAVEMENT
REMOVE EXPAVEMENT
PROTECT EX SIGN
ABANDON EX WATERSERVICES PER CITY
STANDARDSABANDON EX SANITARYSERVICE PER CITYREQUIREMENTS
REMOVE EX SANITARYSERVICE FROM HERE
TO BUILDING
10'50'
SAWCUT & REMOVEPAVEMENT 10' WIDE TOFULL LANE WIDTH
MILL 50' LONG - 2" OFEXISTING ASPHALT
REMOVE
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tree
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oine
s, Io
wa
503
22-3
825
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e: (5
15)2
76-0
467
Fax
: (51
5)27
6-02
17
"Pla
nnin
g Yo
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ssfu
l D
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Bis
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En
gin
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Civ
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gine
erin
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Lan
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Est
ablis
hed
1959
TITLE
:
BE#
MA
DIS
ON
, WI (
OD
AN
A R
OA
D)
SIT
E P
LAN
4800
9369
10 O
DA
NA
RO
AD
, MA
DIS
ON
, WI 5
3719
160005
JMR
1/27
/17
JEJ
1/27
/17
11/
27/1
71S
T C
ITY
SUBM
ITTA
LJE
J
GRAPHIC SCALE020 10 20 40
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2016
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ON, W
I - O
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C1 D
EMO.
DWG
1/27/2
017 7
:59:25
AM D
EM
O P
LAN
C1.1
RECYCLING PLAN NOTES:1. CONTRACTOR SHALL SUBMIT A REUSE AND RECYCLING PLAN TO THE CITY OF MADISON, BRYAN
JOHNSON - RECYCLING COORDINATOR. DEMOLITION PERMIT WILL NOT BE ISSUED WITHOUTAPPROVAL OF A RECYCLING PLAN.
2. CONTRACTOR SHALL SUBMIT DOCUMENTS TO THE CITY SHOWING COMPLIANCE WITH THEREUSE AND RECYCLING PLAN WITHIN SIXTY (60) DAYS OF COMPLETION OF DEMOLITION.
DEMO NOTES:1. ALL PAVEMENT THAT IS CALLED OUT FOR REMOVAL SHALL BE SAWCUT & REMOVED TO FULL
DEPTH OF SLAB.2. PROTECT ALL TREES NOT CALLED OUT FOR REMOVAL WITH ORANGE CONSTRUCTION FENCE AT
THE DRIP LINE.
TREE PROTECTION NOTES:1. EXISTING STREET TREES SHALL BE PROTECTED IN PLACE.2. CONTRACTOR SHALL INSTALL TREE PROTECTION FENCING IN THE AREA BETWEEN THE CURB
AND SIDEWALK AND EXTEND IT AT LEAST 5 FEET FROM BOTH SIDES OF THE TREE ALONG THELENGTH OF THE TERRACE. NO EXCAVATION IS PERMITTED WITHIN 5 FEET OF THE OUTSIDE EDGEOF A TREE TRUNK. IF EXCAVATION WITHIN 5 FEET OF ANY TREE IS NECESSARY, CONTRACTORSHALL CONTACT CITY FORESTRY (266-4816) PRIOR TO ANY EXCAVATION TO ASSESS THE IMPACTTO THE TREE AND ROOT SYSTEM. TREE PRUNING SHALL BE COORDINATED WITH CITYFORESTRY. TREE PROTECTION SPECIFICATIONS CAN BE FOUND IN SECTION 107.13 OF CITY OFMADISON STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION -HTTP://WWW.CITYOFMADISON.COM/BUSINESS/PW/DOCUMENTS/STDSPECS/2013/PART1.PDF. ANYTREE REMOVALS THAT ARE REQUIRED FOR CONSTRUCTION AFTER THE DEVELOPMENT PLAN ISAPPROVED WILL REQUIRE AT LEAST A 72 HOUR WAIT PERIOD BEFORE A TREE REMOVAL PERMITCAN BE ISSUED BY FORESTRY, TO NOTIFY THE ALDER OF THE CHANGE IN THE TREE PLAN.
PROPOSED MCDONALD'SFOOTPRINT=5,930 SF
FF=201.70
D
ST15
"
D
ST 15"
ST15
"
ST15
"
ST15
"
ST15
"
ST15
"
D
W W
W
W
W
W
W
W
WW
WW
CO
CO
7
7
12 12
7
7
7
5
EXISTING SIGN
11'18' 18'
9'
18' 18' 11'
60°
60°
10'
10'
9'
24'
24'
24'
5'
18'8' 25' 18' 18' 24' 18' 3' 13'
8'
8'8'
5'8'
9'
9'
9'
25' 18' 18' 24' 18'
9'
13'
10.5'18'
18'9'
R10'
R3'
R10'
R3'
R50' R5'
R10'R10'
R15'
R3'
R15'
R5'
R3'R3'
R10'R10'
R4.5'
R5'
R5'
R10'
R63'R50'
R50'
R10'R10'R10'
R10'R10'
R30'
R1.5'
R2'
R20'
R5'
R5'
R33'
R5'
R50'
R3' R3'
24'4'
PAVE
MENT
TYP
E 1
PAVE
MENT
TYP
E 2
PAVE
MENT
TYP
E 2
PAVEMENT TYPE 2
PAVEMENT TYPE 1
PAVEMENT TYPE 2
PAVEMENT TYPE 2
PAVE
MENT
TYP
E 2
PAVEMENT TYPE 2PAVEMENT TYPE 2
PAVE
MENT
TYP
E 2
PAVE
MENT
TYP
E 1
PAVE
MENT
TYP
E 2
PAVE
MENT
TYP
E 1
PAVEMENT TYPE 3
PAVEMENT TYPE 1
2' WIDE CURB& GUTTERSECTION, TYP
2' WIDE CURB& GUTTER
SECTION, TYP
2' WIDE CURB& GUTTER
SECTION, TYP
2' WIDE CURB& GUTTER
SECTION, TYP
TRANSITION FROM 6"HIGH, 6" WIDE CURB TO3.6" HIGH, 12" WIDE CURB(REF GRADING PLAN)
TRANSITION FROM 6"HIGH, 6" WIDE CURB TO3.6" HIGH, 12" WIDE CURB(REF GRADING PLAN)
ADA RAMP & LANDINGAGAINST BUILDING(SEE DETAIL 9/C6.1)
5" PCC WALK
5" PCC TURNED DOWNWALK (SEE DETAIL 4/C6.1)
5" PCC WALK
5'
NON ADACOMPLIANT
RAMP
5" PCC TURNED DOWNWALK (SEE DETAIL 4/C6.1)
5" PCC TURNEDDOWN WALK (SEE
DETAIL 4/C6.1)
CURB HEIGHTVARIES, SEE
GRADING PLAN
CURB HEIGHTVARIES, SEE
GRADING PLAN
TURNED DOWN WALK/CURB TRANSITION(SEE DETAIL 6/C6.1)
TURNED DOWN WALK/CURB TRANSITION(SEE DETAIL 6/C6.1)
BOLLARD W/ VANACCESSIBLE HC SIGN
(SEE DETAIL 5/C2.5)
BOLLARD W/ HC SIGN(SEE DETAIL 5/C2.5)
SEE SHEET C2.6 FORALL SITE STRIPING
SEE SHEET C2.6 FORALL SITE STRIPING
5" PCC ADA RAMP
INSTALL 3 BIKE RACKSSPACED 3' O/C(SEE DETAIL 8/C6.1)
5.6'
2.06'
57'
57'
74.17'
74.19'
126.4'
126.42'
62.97'
TOTAL CAR QUEUINGTO PRESENT
WINDOW = 24 CARS
PRESENTWINDOW
DIRECTIONALSIGN
DIRECTIONALSIGN
10'
50'
13.5'
10' WIDE FULL DEPTH PATCHMATCH EXISTING PAVEMENTSECTION TO MEET CITYENGINEERING RECOMMENDATIONS
50' LONG 2" MILL & OVERLAY
[]
[]
[]
[]
U/E
TELE
TELE
U/E
U/E
U/E
U/E
TELE
GG
GG
GG
GG
G
SAN
TELE TELE TELE TELE TELE TELE TELE TELE
ODANA ROAD(PUBLIC STREET - ASPHALT SURFACE - ROW VARIES)
SAN
SAN
W P
LATT
E DR
IVE
(PUB
LIC S
TREE
T - C
ONCR
ETE
SURF
ACE)
(N88°08'10"W 124.42')(S89°00'06"W 125.74')
10' U
TILIT
Y EA
SEME
NTPE
R DO
C. #1
3126
90
INGR
ESS/
EGRE
SS E
ASEM
ENT
PER
DOC.
#126
8320
10' UTILITY EASEMENTPER DOC #1312690
(N00
°59'5
4"W
252
.53')
(N89°00'06"E 250.00')
6' UT
ILITY
EAS
EMEN
TPE
R PL
AT
LOT 2
LOT 3
PARCEL "B"PARCEL "A"
OWNER: PARK TOWNE DEVCORP & TRAPOST LLCPARCEL NO. 070825201042USE: SHOP CENTER NEIGHBORZONED: CC
W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12"
LOT 1
LOT 4
OWNER: CITY OF MADISONZONED: CN-CONCERVANCY
PT T7N R8E SEC 25
NORT
H 77
' LOT
3
LOT 3
5' UT
ILITY
EAS
EMEN
TPE
R DO
C. 12
4778
0SS
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
S
S
10' S
IDE
YARD
SET
BACK
51.77' REAR YARD SETBACKBASED ON PRESENTBOUNDARY CALCULATION
10' S
IDE
YARD
SET
BACK
OWNER: P&P VENTURES LLCPARCEL NO. 070825201018USE: STATION, 3+ BAYSZONED: CC
(S00
°59'5
4"E
258.7
4')
50' R
OW
50' R
OW
40' R
OW
CENTERLINE PER PLAT
30' MINIMUM BUILDING SETBACKPER PARK TOWNE COVENANT
85' MAXIMUM BUILDING SETBACKPER CITY OF MADISON
G 4"G 4"
G 4"G 4"
G 4"G 4"
G 4"G 4"
G 4"G 4"
G 4"G 4"
EXISTING BUILDING
EXISTING CANOPY
EXISTINGCANOPY
S GA
MMON
ROA
D(P
UBLIC
STR
EET
- CON
CRET
E SU
RFAC
E)
GENERAL NOTES:1. ALL DIMENSION ARE TO BACK OF CURB UNLESS NOTED OTHERWISE.
GRAPHIC SCALE020 10 20 40P
RE
LIM
INA
RY
- N
OT
FO
R C
ON
ST
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DAT
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ID
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TITLE
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BE#
MA
DIS
ON
, WI (
OD
AN
A R
OA
D)
SIT
E P
LAN
4800
9369
10 O
DA
NA
RO
AD
, MA
DIS
ON
, WI 5
3719
160005
JMR
1/27
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JEJ
1/27
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11/
27/1
71S
T C
ITY
SUBM
ITTA
LJE
J
LAY
OU
T P
LAN
C2.1
M:\LA
ND P
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CTS
2016
\1600
05 M
ADIS
ON, W
I - O
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, RD\
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C2 LA
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.DW
G1/2
7/201
7 7:59
:55 A
M
PROPOSED MCDONALD'SFOOTPRINT=5,930 SF
FF=201.70
DD
ST 15" ST 15" ST 15"
ST15
"
ST15
"
ST15
"
ST15
"
ST15
"
ST15
"
ST15
"
ST15
"
ST15
"
ST15
"
ST15
"
D
W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WW
W
CO
DRIVE-THRULENGTH=96'±
A
R30'R1.5'
R2'
R15'
R3'
R15'
R25.5'
R50'
R20'
R5'R33'
13'
4.5'10.5'
18'
11'18'
15'28.38'
14'
1.75'
10'
5'
12"-18"
2.2'
13'15'
4'
13'A
BC
D
E
F
G
H
I
J
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K
L
L
L
TELE
TELE
TELE
TELE
TELE
TELE
TELE
GG
GG
GG
GG
GG
G
G
GENERAL NOTES:1. SIGNAGE & DRIVE-THRU ELEMENTS:
COD, DRIVE-THRU PYLON/CLEARANCE POLE, BOLLARD SIGN, AND FREESTANDINGMERCHANDIZER SHALL BE CONSISTENT WITH THE 2013 STANDARD BUILDING DESIGNDRIVE-THRU ELEMENTS. OTHER DESIGNS MAY NOT BE USED.
2. GENERAL CONTRACTOR SHALL COORDINATE WITH CIVIL PLANS, MCDONALD'S PROJECTMANAGER, AND SIGNAGE SUPPLIER TO DETERMINE THE EXACT LOCATION, ORIENTATION,MOUNTING HEIGHTS, AND NUMBER OF SIGNS AND OTHER DRIVE-THRU ELEMENTS TO BEINSTALLED AT THIS SITE. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES.
3. CONTACT MCDONALD'S PROJECT MANAGER FOR SIGNAGE & DRIVE-THRU ELEMENTFOOTING AND WIRING REQUIREMENTS. SIGNAGE MANUFACTURER TO PROVIDE FOOTINGANCHORS & TEMPLATES TO G.C. PRIOR TO FOUNDATION POURING.
4. SEE SHEET C2.5 AND ELECTRICAL SHEETS FOR DRIVE-THRU WIRING INFORMATION.5. GENERAL CONTRACTOR TO COORDINATE THE RESPONSIBILITES OF THE ELECTRICAL
CONTRACTOR AND THE SIGN SUPPLIER.6. GENERAL CONTRACTOR TO INSTALL PRE-FORMED, PRE-WIRED VEHICLE DETECTOR
LOOP.7. GENERAL CONTRACTOR SHALL VERIFY CONDUIT SIZES REQUIRED BY VEHICLE LOOP
DETECTOR SUPPLIER.
GRAPHIC SCALE010 5 10 20
PR
ELIM
INA
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ssfu
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opm
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En
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Civ
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Lan
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Est
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TITLE
:
BE#
MA
DIS
ON
, WI (
OD
AN
A R
OA
D)
SIT
E P
LAN
4800
9369
10 O
DA
NA
RO
AD
, MA
DIS
ON
, WI 5
3719
160005
JMR
1/27
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JEJ
1/27
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11/
27/1
71S
T C
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CO
D L
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LAN
C2.2
COD LAYOUT NOTES:1. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS NOTED OTHERWISE ON PLAN.2. FIELD VERIFY AND CONFIRM EXISTING CONDITIONS AND DIMENSIONS PRIOR TO
COMMENCING CONSTRUCTION. NOTIFY MCDONALD'S PROJECT MANAGER OF ANYDISCREPANCIES PRIOR TO COMMENCING CONSTRUCTION.
3. SEE SHEET C2.1 FOR ALL SITE DIMENSIONS.4. SEE SHEET C2.6 FOR STRIPING.
COD CONSTRUCTION NOTES:NEW CONCRETE CURB AND GUTTER SEE SHEET C2.1. MATCH AND BLEND NEW CURB ANDGUTTER INTO EXISTING WHERE OCCURS.
INSTALL NEW MENU BOARD. SEE SHEET C2.3 FOR FOUNDATION DETAIL, SHEET C2.5 FORSCHEMATIC DETAIL AND SEE MANUFACTURER FOR INSTALLATION INSTRUCTIONS.
PRIMARY LANE HIGH IMPACT COD AND CANOPY. LOCATE 96'± FROM ℄ OF COD TO ℄ OF CASHWINDOW MEASURED ALONG ℄ OF TRAVEL PATH. SEE SHEET C2.3 FOR FOUNDATION DETAIL,SHEET C2.5 FOR SCHEMATIC DETAIL AND MANUFACTURER FOR INSTALLATION INSTRUCTIONS.
SECONDARY LANE INTEGRATED HIGH IMPACT COD, CANOPY & MENUBOARD. LOCATE 14'-0"FROM NOSE OF CONCRETE ISLAND. SEE SHEET C2.3 FOR FOUNDATION DETAIL ANDMANUFACTURER FOR INSTALLATION INSTRUCTIONS.
INSTALL PRIMARY LANE DETECTOR LOOP. SEE SHEET DT1.0 FOR DETAILS.
INSTALL SECONDARY LANE DETECTOR LOOP 2'-0" FORWARD OF ℄ OF COD. FLIP LOOPFORWARD. SEE SHEET DT1.0 FOR DETAILS.
DOUBLE ARM GATEWAY SIGN. CENTER OF THE FOOTING OF THE GATEWAY SIGN SHALL BE 12"TO 18" FROM THE BACK OF CURB. SEE SHEET C2.3 FOR FOUNDATION DETAIL, SHEET C2.5 FORSCHEMATIC DETAIL AND MANUFACTURER FOR INSTALLATION INSTRUCTIONS.
LANDSCAPED AREA.
ANY LANE ANY TIME SIGN. ATTACH SIGN TO GATEWAY 6' FROM BOTTOM OF POST. SEE SHEETC2.5 FOR SCHEMATIC DETAIL AND MANUFACTURER FOR INSTALLATION INSTRUCTIONS.
INSTALL DETECTOR LOOPS AT CASH AND PRESENT WINDOWS, SEE SHEET DT1.0.
INSTALL BOLLARD AT THE CORNER OF THE BUILDING ON THE DRIVE THRU SIDE. BOLLARDSHALL BE FLUSH AGAINST THE BUILDING AND THE FACE OF THE BOLLARD SHALL BE TIGHTAGAINST THE BACK OF CURB. SEE DETAIL 4 SHEET C2.5.
INSTALL PULL FORWARD SIGN & BOLLARD. SEE DETAIL 3 SHEET C2.5.
A
B
C
D
E
F
G
H
I
J
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L
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825
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Fax
: (51
5)27
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opm
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En
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Civ
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TITLE
:
BE#
MA
DIS
ON
, WI (
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A R
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D)
SIT
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LAN
4800
9369
10 O
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DIS
ON
, WI 5
3719
160005
JMR
1/27
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JEJ
1/27
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11/
27/1
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M:\LA
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C2 LA
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76-0
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Fax
: (51
5)27
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"Pla
nnin
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ssfu
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opm
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Bis
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En
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Civ
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TITLE
:
BE#
MA
DIS
ON
, WI (
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C2.4
2'-0"
POLE BASE - PLAN VIEWNOT TO SCALE
ANHCOR BOLT DETAILNOT TO SCALE
2'-0"
AA
CIRCULAR TIE DETAILNOT TO SCALE
1'-6"
112"
LIGHT POLE BASE ON TOP OF FOUNDATIONNOT TO SCALE
VIEW A-ANOT TO SCALE
ACCRUENT UPLOAD DATE: 11/2/2012
2'-0"
2'-0" 1'-0"
M:\LA
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76-0
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Fax
: (51
5)27
6-02
17
"Pla
nnin
g Yo
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ssfu
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evel
opm
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Bis
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En
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Civ
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Lan
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Est
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1959
TITLE
:
BE#
MA
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ON
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SIT
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4800
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10 O
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, WI 5
3719
160005
JMR
1/27
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C2.5
1C2.5
COD SCHEMATIC DETAILNOT TO SCALE
NOTE: THIS DRAWING IS SHOWN FOR SCHEMATIC PURPOSESONLY. SEE MANUFACTURER FOR INSTALLATION INSTRUCTIONS
48"
20"
6" DIA STEEL PIPEEMBEDDED IN CONC
FILL PIPE W/ CONCRETE
INSTALL BOLLARD 27" INTO SIDEWALKMEASURED FROM EDGE OF PARKINGSTALL TO CENTER OF BOLLARD
BOLLARD COVER TO MATCH BUILDING BASEOR SERVICE DOOR COLOR (SEE NOTES)
CLASS "A" CONC FOUNDATIONCENTERED ON BOLLARD
EDGE OF PARKING STALLCONC WALK. SEE OTHER DETAILS
MUTCD R7-8 (RESERVEDPARKING) SIGN
2" DIAMETER GALVANIZEDSTEEL POLE
CONTRACTOR SHALL INSTALL ADDITIONALADA SIGNAGE (SUCH AS FINE AMOUNT) ASREQUIRED PER LOCAL ORDINANCE
STEEL POLE CEMENTEDINTO BOLLARD CENTER
CUT 214" DIA HOLE IN BOLLARD
COVER. SLIP BOLLARD COVEROVER TOP OF POLE PRIOR TO
SIGN(S) BEING MOUNTED TO POLE
NOTES:1. THIS BOLLARD DETAIL SHALLAPPLY ONLY TO BOLLARDSWITH HANDICAP SIGNAGE.2. FOR BOLLARD COVERCONTACT:PUGLEASA COMPANYATTN: BRAD ERICKSON1253 CONNELLY AVEARDEN HILLS, MN 55112PH: (651) 636-6442
24"36"60"-66"
1/2" SEALEDEXPANSION JOINT
(GRAY MASTICSEALANT)
6"
2C2.5
HANDICAP PARKING SIGN & BOLLARD DETAILNOT TO SCALE
MUTCD R7-8a or R7-8b (VAN ACCESSIBLE)SIGN AS CALLED OUT ON PLANS
MEASURED FROM BOTTOMOF LOWEST SIGN TO TOP OF
PARKING STALL SLAB.
48"
18"
4" DIA STEEL PIPEEMBEDDED IN CONC
FILL PIPE W/ GROUTOR CONCRETE
BOLLARD COVER TO MATCHBUILDING BASE (SEE NOTES)
CLASS "A" CONC FOUNDATIONCENTERED ON BOLLARD
CASE #2: GRASSFINISHED GRADE SHALL BE 3" BELOWTOP OF FOUNDATION, SLOPE TOP OFFOUNDATION TO SHED WATER
PULL FORWARD SIGNAGEAVAILABLE THROUGH APPROVED VENDORS:PERSONA INC. SIGNAGE: (800) 843-9888EVERBRITE, LLC: (888) 558-3888SUPERIOR ELECTRICAL ADVERTISING, INC(800) 995-9099
1.5" DIAMETERGALVANIZED STEEL POLE
STEEL POLE CEMENTEDINTO BOLLARD CENTER
24"30"
7'
1/2" SEALEDEXPANSION JOINT
6"
7"
47"
14"
CENTER OF BOLLARD SHALL BE LOCATED 24"FROM FACE OF CURB OR EDGE OF TURNEDDOWN WALK, CENTERED ON PULL FORWARDSTRIPING
3C2.5
PULL FORWARD SIGN & BOLLARD DETAILNOT TO SCALE
CASE #1:CONCRETE WALK
OR PAVING (SEEOTHER DETAILS)
3"
NOTES:1. THIS BOLLARD DETAIL SHALLAPPLY ONLY TO BOLLARDS WITHPULL FORWARD SIGNAGE.2. FOR BOLLARD COVER CONTACT:PUGLEASA COMPANYATTN: BRAD ERICKSON1253 CONNELLY AVEARDEN HILLS, MN 55112PH: (651) 636-6442
48"
20"
6" DIA STEEL PIPEEMBEDDED IN CONC
FILL PIPE W/ CONCRETE
BOLLARD COVER TO MATCHBUILDING BASE (SEE NOTES)
CLASS "A" CONC FOUNDATIONCENTERED ON BOLLARD
CONC PAVING
NOTES:1. THIS BOLLARD DETAIL SHALL APPLY TO BOLLARD ATREAR CORNER OF BUILDING ADJACENT TO DRIVE-THRUAND EXTERIOR TRASH ENCLOSURE BOLLARDS.2. FOR BOLLARD COVER CONTACT:PUGLEASA COMPANYATTN: BRAD ERICKSON1253 CONNELLY AVEARDEN HILLS, MN 55112PH: (651) 636-6442
36"
1/2" SEALEDEXPANSION JOINT
(GRAY MASTICSEALANT)
6"
4C2.5
BOLLARD DETAILNOT TO SCALE
OPTIONALPRE-SELLBOARD
PRIMARY COD
SECONDARYCOD
PRIMARY LANE
SECONDARY LANE
SECONDARYMENUBOARD
OUTS
IDE
INSI
DE
C
C
B
A
D
DF
E
KEY NOTES:
2#12 & 1#12 GND., 3/4" CONDUIT TO LP-1 FOR COD CANOPY LIGHTING
4#12 & 1#12 GND., 3/4" CONDUIT TO LP-1 FOR PRIMARY OPO MENUBOARDLIGHTING AND PLC.
2#12 & 1#12 GND & 1#12 ISOLATED GND., 3/4" CONDUIT TO CP FORISOLATED GROUND POWER TO COD'S. EACH COD SHALL BE ON ITS OWNDEDICATED CIRCUIT.
2#12 & 1#12 GND, 3/4" CONDUIT TO LP-1 FOR SECONDARY OPOMENUBOARD AND PRESELL BOARD LIGHTING.
(2) 1-1/2" CONDUITONE FOR COD CABLINGONE FOR LOOP DETECTOR
1" CONDUIT - FOR LOW VOLTAGE/ OPO CONTROLLER
1-1/2" CONDUIT - FOR LOW VOLTAGE/ OPO CONTROLLER
A
B
C
D
E
F
G
GENERAL NOTES:1. VERIFY EXACT CIRCUITS AND QUANTITIES OF
CIRCUITS WITH PANEL SCHEDULES ON DRAWING E4.2AND MANUFACTURER'S INSTALLATION INSTRUCTIONS
2. PER MANUFACTURER'S INSTALLATION INSTRUCTIONSSEPERATE DEDICATED NEUTRALS ARE REQUIRED TOMENUBOARD AND PRESELL BOARD FOR EACHCIRCUIT (PLC AND LIGHTING)
3. IF ANY BENDS ARE REQUIRED, SWEEPS MUST BEPROVIDED IN CONDUITS.
G
5C2.5
DRIVE-THRU WIRING DETAILNOT TO SCALE
CURB & GUTTER
F
PB
CASHIERSWINDOW
PULLBOX FOROPO CONTROLLERVERIFY EXACTLOCATION IN FIELD
PANEL CP (IG)
PANEL LP
BUILDING
SKETCH CREATED FROM ELECTRICAL OPOUPDATE (E-OPO) DATED SEPT, 2012-MODIFIED PER REGIONAL INPUT AUG, 2014.
PRIMARYMENUBOARD
(OPTIONAL)
(OPTIONAL)
(4) Ø 5/8"ANCHOR BOLTS
VO 20.8" x 53.9"
PLC ENCLOSUREPEDESTAL MOUNTEDON LANE 1, OPF-4 ONLY
7C2.5
OPO-4 MENU BOARD SCHEMATIC DETAILNOT TO SCALE
NOTE: THIS DRAWING IS SHOWN FOR SCHEMATIC PURPOSESONLY. SEE MANUFACTURER FOR INSTALLATION INSTRUCTIONS
8C2.5
DOUBLE GATEWAY SCHEMATIC DETAILNOT TO SCALE
NOTE: THIS DRAWING IS SHOWN FOR SCHEMATIC PURPOSESONLY. SEE MANUFACTURER FOR INSTALLATION INSTRUCTIONS
M:\LA
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2016
\1600
05 M
ADIS
ON, W
I - O
DANA
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YOUT
.DW
G1/2
7/201
7 8:00
:06 A
M
PROPOSED MCDONALD'SFOOTPRINT=5,930 SF
FF=201.70
D
ST15
"
D
ST 15"
ST15
"
ST15
"
ST15
"
ST15
"
ST15
"
D
W W
W
W
W
W
W
W
WW
WW
CO
CO
A
A
B A
B
9'
11'
13'C
D
D
DDD
E E
E
E
E
E
F
G
H
H
H
HH
HH
H
H
H
H
I
I
I
J
J
J
K
K
K
L
I
M
M
[]
[]
[]
[]
U/E
TELE
TELE
U/E
U/E
U/E
U/E
TELE
GG
GG
GG
GG
G
SAN
TELE TELE TELE TELE TELE TELE TELE TELE
ODANA ROAD(PUBLIC STREET - ASPHALT SURFACE - ROW VARIES)
SAN
SAN
W P
LATT
E DR
IVE
(PUB
LIC S
TREE
T - C
ONCR
ETE
SURF
ACE)
W12" W12" W12" W12" W12" W12" W12" W12"
SS
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
S
S
G 4"G 4"
G 4"G 4"
G 4"G 4"
G 4"G 4"
G 4"G 4"
GENERAL NOTES:1. FIELD VERIFY AND CONFIRM EXISTING CONDITIONS AND DIMENSIONS PRIOR
TO COMMENCING CONSTRUCTION. NOTIFY MCDONALD'S PROJECT MANAGEROF ANY DISCREPANCIES PRIOR TO COMMENCING CONSTRUCTION.
2. SEE SHEET C2.1 FOR ALL RADIUS DIMENSIONS.3. SEE SHEET C2.2 FOR COD CONSTRUCTION.4. ALL PAVEMENT STENCILS MUST BE PURCHASED FROM THE FOLLOWING
AUTHORIZED PROVIDER.PAVEMENT STENCIL COMPANYP.O. BOX 18034ROANOKE, VA. 24014PH 800-250-5547 FAX 540-427-1326PAVEMENTSTENCIL.NET
GRAPHIC SCALE020 10 20 40
PR
ELIM
INA
RY
- N
OT
FO
R C
ON
ST
RU
CT
ION
DAT
E
SITE
AD
DRE
SS
SHEE
T N
O.
DES
CRI
PTIO
N
SITE
ID
McD
onal
d's
USA
, LLC
DRA
WN
BY
DAT
E IS
SUED
STD
ISSU
E D
ATE
REVI
EWED
BY
PREP
ARED
FO
R:PR
EPAR
ED B
Y:
REV
DES
CRI
PTIO
N
BY
3501
104
th S
tree
tD
es M
oine
s, Io
wa
503
22-3
825
Phon
e: (5
15)2
76-0
467
Fax
: (51
5)27
6-02
17
"Pla
nnin
g Yo
ur S
ucce
ssfu
l D
evel
opm
ent"
Bis
hop
En
gin
eeri
ng
Civ
il En
gine
erin
g &
Lan
d Su
rvey
ing
Est
ablis
hed
1959
TITLE
:
BE#
MA
DIS
ON
, WI (
OD
AN
A R
OA
D)
SIT
E P
LAN
4800
9369
10 O
DA
NA
RO
AD
, MA
DIS
ON
, WI 5
3719
160005
JMR
1/27
/17
JEJ
1/27
/17
11/
27/1
71S
T C
ITY
SUBM
ITTA
LJE
J
STR
IPIN
G P
LAN
C2.6
1C2.6
PAINTED 'DRIVE THRU' WITH ARROWNOT TO SCALE
2'-5"ARROWHEIGHT
3'-6"
2'-10"
5-3/4"
2'-10"
6'-0"
CIRCLE IS POSITIONEDHORIZONTALLY,CENTERED ABOVE TYPE
ARROW IS POSITIONEDVERTICALLY ANDHORIZONTALLY INSIDEOF CIRCLE
ARROW ART KNOCKS OUTSO THAT ARROW IS THECOLOR OF THE PAVEMENT
LETTERS AND CIRCLEPAINT TO MATCH PANTONEPMS 123 YELLOWTYPES ALIGNS CENTERED
NOTE: ARROW SHALL BE PAINTED
3'-6"
2'-5"
YELLOW (PMS 123)
2C2.6
PAINTED ARROWNOT TO SCALE
3C2.6
PAINTED 'THANK YOU'NOT TO SCALE
NOTES:1. ALL TEXT SHALL BE PAINTED YELLOW (PMS 123)2. 'THANK YOU' SHALL BE LOCATED 8" FROM THE EDGE OF THE PULLFORWARD STRIPE TO THE BOTTOM OF THE WORD 'YOU' OR ASDIMENSIONED ON PLAN.
2'-10"
5-3/4"
2'-10"
6'-8"
4'
2'
18"
5'
18"
3'
5' 3'
5'3'
18"
3'
NOTE : ARROWS AND WORDS CAN BEARRANGED IN OTHER COMBINATIONSTHAN THOSE ILLUSTRATED HERE TOACHIEVE DESIRED RESULT.
4C2.6
TYPICAL PAVEMENT MARKINGNOT TO SCALE
PAINT SOLIDWHITE
EXITONLY
STRIPING NOTES:6" WIDE PAINTED STRIPE. PMS 123, YELLOW.
1'-0" WIDE PAINTED DIRECTIONAL ARROW. PMS 123 YELLOW. SEE GENERAL NOTE 4.
6" WIDE PAINTED MERGE POINT. PMS 123 YELLOW. SEE GENERAL NOTE 4.
PAINTED DRIVE THRU GRAPHIC. SEE DETAIL 1. SEE GENERAL NOTE 4.
PAINTED DRIVE THRU GRAPHIC. SEE DETAIL 2. SEE GENERAL NOTE 4.
PAINTED DRIVE THRU GRAPHIC. SEE DETAIL 3. SEE GENERAL NOTE 4.
8" WIDE, 10' LONG PAINTED PULL FORWARD STRIPE. PMS 123 YELLOW.
PAINTED SITE CIRCULATION ARROW. SEE DETAIL 4. SEE GENERAL NOTE 4.
4" WIDE CUSTOMER PARKING STRIPING. WHITE.
PAINTED ISLAND, TYP. WHITE.
PAINTED HANDICAP SYMBOL, TYP. WHITE.
6" WIDE PAINTED CROSSWALK STRIPING. WHITE.
4" WIDE PULL FORWARD STRIPING. PMS YELLOW 123.
A
B
C
D
E
F
G
H
I
J
K
L
M:\LA
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2016
\1600
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YOUT
.DW
G1/2
7/201
7 8:00
:08 A
M
M
PROPOSED MCDONALD'SFOOTPRINT=5,930 SF
FF=201.70
D
ST15
"
D
ST 15"
ST15
"
ST15
"
ST15
"
ST15
"
ST15
"
D
W W
W
W
W
W
W
W
WW
WW
CO
CO
201.53T/C201.03G
203.35EX 202.90EX
201.05EX 200.25EX
202.52G EX202.88T/C EX
202.15G EX202.52T/C EX
203.23EX
202.15T/C201.65G
202.50T/C202.00G
202.70T/C202.20G
201.70T/C201.20G
201.90T/C201.40G
201.80T/C201.30G
201.50T/C201.00G
201.35T/C200.85G
201.10T/C200.60G
200.80T/C200.30G
200.50T/C200.00G
200.75T/C200.25G
200.25T/C199.75G
200.00T/C199.50G
200.40T/C199.90G
200.45T/C199.95G
200.50T/C200.00G
200.60T/C200.10G
200.50T/C200.00G
200.35T/C199.85G
200.17T/C199.67G
199.85T/C199.35G
199.50T/C199.00G
199.75T/C199.25G
198.80T/C198.30G
198.50T/C198.00G
198.30T/C197.80G
198.75T/C198.25G
198.50T/C198.00G
198.50T/C198.00G
198.37T/C197.87G
198.25T/C197.75G
198.10T/C197.60G
197.90T/C197.40G
197.60T/C197.10G
198.00T/C197.50G
198.50T/C198.00G
198.80T/C198.30G200.00T/C
199.50G
200.20T/C199.70G
200.75T/C200.25G
201.25T/C200.75G
201.35T/C200.85G
200.90T/C200.40G
201.00T/C200.50G
201.10T/C200.60G
201.50T/C201.00G
202.35T/C201.85G
202.45T/C201.95G
202.00T/C201.50G
202.10T/C201.60G
202.25T/C201.75G
202.40T/C201.90G
201.70T/C201.20G
201.70
201.65
201.60 201.67E/W
201.70
201.64E/W
201.60T/C201.25G
201.15
199.85T/C199.35G
199.65
200.00201.20
201.70T/C201.40G
201.70T/C201.40G
201.70T/C201.40G
201.70T/C201.40G
200.85T/C200.35G
199.90
199.90200.10
199.90
201.00202.00T/C201.50G
203.10T/C202.60G
203.25EX
202.75202.73203.50T/C203.00G
203.65T/C203.15G
201.70
201.63E/W201.10
201.70
201.70201.70
201.70
201.62T/C201.12G
201.55E/W201.20G
201.10T/C200.60G
1.3%
1.0%
1.5%
1.5%
201.70201.60E/W201.30G
201.70T/C201.40G 6.3
%
6.3%
201.30
201.15
201.30201.70T/C201.40G
201.60E/W201.30G201.70
201.70201.60E/W201.10G
201.03
201.60T/C201.10G
201.63E/W
201.15T/C200.65G
201.25T/C200.75G201.40T/C
200.90G
200.85T/C200.35G
201.10T/C200.60G
201.50T/C201.00G
200.60T/C200.10G
201.40T/C200.90G
201.35T/C200.85G
200.50T/C200.00G
201.64E/W
201.62E/W201.12G
1.1%
0.7%
1.4% 0.0%
1.5%
0.8% 1.0
%
0.0%
1.5%
203.00T/C202.50G
203.10T/C202.60G
202.80T/C202.30G
201.55T/C201.05G
197.50T/C197.00G
199.60T/C199.10G
199.50T/C199.00G
199.65T/C199.15G200.05T/C
199.55G
200.35T/C199.85G
200.50T/C200.00G
201.00
202.75EX
201.70
201.63E/W201.54E/W
201.54E/W201.63E/W
1.4%
1.4%
1.5%
1.5% 201.61E/W
6.3%
6.3%
1.3%
1.3%
1.3%
1.3%
0.0%
0.0%
1.3%
1.3%
0.0%
0.0%
0.0%
0.0%
1.4%
0.0%0.4%
0.8%
1.5%
0.0%
0.3%
1.4%
1.4%
0.0%
0.0%
0.0%
0.0%
0%
0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
1.0%
0.0%
0.0%
0.0%
0.2%
0.3%
0.6%
0.4%
0.4%
5.0%
5.0%
[]
[]
[]
[]
U/E
TELE
TELE
U/E
U/E
U/E
U/E
TELE
GG
GG
GG
GG
G
SAN
TELE TELE TELE TELE TELE TELE TELE TELE
ODANA ROAD(PUBLIC STREET - ASPHALT SURFACE - ROW VARIES)
SAN
SAN
W P
LATT
E DR
IVE
(PUB
LIC S
TREE
T - C
ONCR
ETE
SURF
ACE)
10' U
TILIT
Y EA
SEME
NTPE
R DO
C. #1
3126
90
INGR
ESS/
EGRE
SS E
ASEM
ENT
PER
DOC.
#126
8320
10' UTILITY EASEMENTPER DOC #1312690
6' UT
ILITY
EAS
EMEN
TPE
R PL
AT
LOT 2
LOT 3
PARCEL "B"PARCEL "A"
W12" W12" W12" W12" W12" W12" W12" W12"
LOT 1
LOT 4
PT T7N R8E SEC 25
LOT 3
5' UT
ILITY
EAS
EMEN
TPE
R DO
C. 12
4778
0SS
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
S
S
10' S
IDE
YARD
SET
BACK
10' S
IDE
YARD
SET
BACK
30' MINIMUM BUILDING SETBACKPER PARK TOWNE COVENANT
85' MAXIMUM BUILDING SETBACKPER CITY OF MADISON
G 4"G 4"
G 4"G 4"
G 4"G 4"
G 4"G 4"
G 4"G 4"
TOPSOIL NOTES:1. STRIP AND STOCKPILE THE TOP 6" OF SOIL ON ALL DISTURBED AREAS.2. RESPREAD TOPSOIL TO A MINIMUM DEPTH OF 6" ON ALL GREEN (NON PAVED)
AREAS. IMPORT TOPSOIL AS NECESSARY TO ACHIEVE A MINIMUM DEPTH OF 6".3. TOPSOIL SHALL BE FREE OF ALL ROCK AND DEBRIS LARGER THAN 3/4" IN SIZE.4. TOPSOIL IS DEFINED AS: FERTILE, FRIABLE LOAM, CAPABLE OF SUSTAINING
VIGOROUS PLANT GROWTH, FROM WELL DRAINED SITE FREE FROM FLOODING, NOTIN FROZEN OR MUDDY CONDITIONS; REASONABLE FREE FROM SUBSOIL, CLAYLUMPS, ROOTS, GRASS, WEEDS, STONES LARGER THAN 3/4 INCH IN DIAMETER, ANDFOREIGN MATTER; ACIDITY RANGE (PH) OF 5.5 TO 7.5; CONTAINING MINIMUM 4PERCENT AND MAXIMUM 20 PERCENT ORGANIC MATTER.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOILREQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET.
PR
ELIM
INA
RY
- N
OT
FO
R C
ON
ST
RU
CT
ION
DAT
E
SITE
AD
DRE
SS
SHEE
T N
O.
DES
CRI
PTIO
N
SITE
ID
McD
onal
d's
USA
, LLC
DRA
WN
BY
DAT
E IS
SUED
STD
ISSU
E D
ATE
REVI
EWED
BY
PREP
ARED
FO
R:PR
EPAR
ED B
Y:
REV
DES
CRI
PTIO
N
BY
3501
104
th S
tree
tD
es M
oine
s, Io
wa
503
22-3
825
Phon
e: (5
15)2
76-0
467
Fax
: (51
5)27
6-02
17
"Pla
nnin
g Yo
ur S
ucce
ssfu
l D
evel
opm
ent"
Bis
hop
En
gin
eeri
ng
Civ
il En
gine
erin
g &
Lan
d Su
rvey
ing
Est
ablis
hed
1959
TITLE
:
BE#
MA
DIS
ON
, WI (
OD
AN
A R
OA
D)
SIT
E P
LAN
4800
9369
10 O
DA
NA
RO
AD
, MA
DIS
ON
, WI 5
3719
160005
JMR
1/27
/17
JEJ
1/27
/17
11/
27/1
71S
T C
ITY
SUBM
ITTA
LJE
J
GRAPHIC SCALE020 10 20 40
GRADING LEGEND:EXISTING CONTOUR
PROPOSED CONTOUR
FINISHED GROUND ELEVATION
TOP OF CURB ELEVATION
GUTTER ELEVATION
TOP OF WALL ELEVATION
BOTTOM OF WALL ELEVATION
EDGE OF WALK ELEVATION
TOP OF STAIR ELEVATION
BOTTOM OF STAIR ELEVATION
NOTE: WALL ELEVATIONS SHOWN ON PLAN ARE FINISHEDGROUND GRADES AT THE TOP AND BOTTOM OF THE WALL.
150.50E/W
150.50B/W
150.50T/W
150.50G
150.50T/C
150.50
150150
150.50T/S
150.50B/SM:\LA
ND P
ROJE
CTS
2016
\1600
05 M
ADIS
ON, W
I - O
DANA
, RD\
DWG\
C3 G
RADI
NG.D
WG
1/27/2
017 8
:00:27
AM G
RA
DIN
G P
LAN
C3.1
PROPOSED MCDONALD'SFOOTPRINT=5,930 SF
FF=201.70
D
ST15
"
D
ST 15"
ST15
"
ST15
"
ST15
"
ST15
"
ST15
"
D
W W
W
W
W
W
W
W
WW
WW
CO
CO
175LF TWIN 72" CMPINSTALLED FLAT ATFL=188.00
DIRECTIONAL BORE75LF 6" WATER SERVICE
CONNECT TO EX 12" WATER MAIN W/12"x6" TAPPING SLEEVE & VALVEAPPROXIMATE LOCATION OF WATERMAIN SHOWN - CONTRACTOR SHALLVERIFY PRIOR TO CONSTRUCTION
GREASE INTERCEPTORW/ VENT LINES(REF PLUMBING)
GREASE LINE(REF PLUBMING)
REF PLUMBING FORCONTINUATION
12LF SAN SWR@ S=2.00% MIN
CLEANOUT
130LF SAN SWR@ S=2.00% MIN
CONNECT TO EX SANITARY& INSTALL CLEANOUT
(SEE NOTES)
297LF 6" WATER SERVICE
6" 45° BEND
6" 45° BENDREF PLUMBING FOR
CONTINUATION 3/4" 90° BEND
3/4" 45° BEND
3/4" 45° BEND
137LF 6" WATER SERVICE
24" NYLOPLAST BASINW/ FLAT GRATE
RIM=201.00FL(E)=196.71
24" NYLOPLAST BASINW/ SOLID LIDRIM=202.00FL(W)=196.09FL(N)=195.84
62LF 15" N-12@ S=1.00%
192LF 15" N-12@ S=2.00%
24" NYLOPLAST BASIN W/CURB & GUTTER GRATE& FLEXSTORM PC INLET FILTERT/C=197.50FL(S)=192.16
24" NYLOPLAST BASIN W/CURB & GUTTER GRATE& FLEXSTORM PC INLET FILTERT/C=199.85FL(S)=194.16
8LF 15" N-12@ S=2.00%
8LF 15" N-12@ S=2.00%
MANHOLE RISERRIM=199.45
FL(N)=194.00FL(E)=188.00
MANHOLE RISERRIM=197.40
FL(N)=191.00FL(E,W)=188.00
10LF 15" N-12@ S=0.00%
30" NYLOPLAST BASIN W/FLAT GRATE & WEIR WALL
(SEE DETAIL 10/C6.1)RIM=197.25
FL(N)=188.40FL(S)=191.00
40LF 15" RCP@ S=1.00%
15" RCP FES W/ FOOTINGFL=188.00
*EXTEND TO TOE OF SLOPE &ADJUST AS NECESSARY*
72"x15" TEEFL(S)=192.00
*CRITICAL CROSSING*ADJUST TELE AS NECESSARY
*CRITICAL CROSSING*BEND WATER UNDER
STORM TO MAINTAIN 18"MIN CLEANRANCE
72"x15" TEEFL(S)=192.00
LIGHT POLE, TYP(SEE LIGHTING PLAN& REF ELECTRICAL)
LIGHT POLE, TYP(SEE LIGHTING PLAN& REF ELECTRICAL)LIGHT POLE, TYP
(SEE LIGHTING PLAN& REF ELECTRICAL)
FIRE DEPARTMENTCONNECTION(REF PLUMB)
[]
[]
[]
[]
U/E
TELE
TELE
U/E
U/E
U/E
U/E
TELE
GG
GG
GG
GG
G
SAN
TELE TELE TELE TELE TELE TELE TELE TELE
ODANA ROAD(PUBLIC STREET - ASPHALT SURFACE - ROW VARIES)
SAN
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EX SAN MHRIM 195.73INV(E)=177.73
EX SAN MHRIM =188.84
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S
EX SAN MHRIM 201.70INV(E)=193.00 S
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85' MAXIMUM BUILDING SETBACKPER CITY OF MADISON
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EXISTING SANITARY CONNECTION NOTES:1. APPROXIMATE LOCATION OF EXISTING SANITARY SERVICE IS SHOWN. CONTRACTOR SHALL VERIFY
EXACT LOCATION AND ELEVATION OF EXISTING SANITARY SERVICE PRIOR TO CONSTRUCTION.2. CONTRACTOR SHALL INSTALL A CLEANOUT AT THE CONNECTION LOCATION. CLEANOUT RIM SHALL
BE FLUSH WITH PROPOSED GROUND.3. CONTRACTOR SHALL VERIFY THAT A MINIMUM SLOPE OF 2% CAN BE MAINTAINED FROM THE
CONNECTION POINT TO THE PROPOSED BUILDING.4. IF CONNECTION POINT IS TOO HIGH, ADDITIONAL REMOVAL OF EXISTING SANITARY SERVICE MAY
BE REQUIRED AND SHALL BE INCIDENTAL TO CONSTRUCTION.5. IF 2% MINIMUM SLOPE CANNOT BE MAINTAINED, BISHOP ENGINEERING MUST BE CONTACTED (JOEL
JACKSON 515-276-0467) PRIOR TO ANY ADDITIONAL SANITARY SERVICE WORK.
UTILITY NOTES:1. ALL PROPOSED UTILITIES SHALL BE PRIVATE, UNLESS NOTED OTHERWISE.2. ALL WATER LINES SHALL HAVE A MINIMUM OF 7' OF COVER UNLESS NOTED OTHERWISE.3. FIRE HYDRANT ASSEMBLY SHALL INCLUDE THE TEE, BRANCH, VALVE AND HYDRANT.4. PIPE LENGTHS CALLED OUT ON PLANS INCLUDE FLARED END SECTION, WHERE APPLICABLE.5. STORM SEWER CALLED OUT AS RCP MUST BE CLASS III RCP.6. STORM SEWER CALLED OUT AS N-12 MAY BE EITHER N-12 OR CLASS III RCP.7. TRANSFORMER PAD IS SHOWN FOR REFERENCE ONLY AND MAY NOT BE DRAWN TO ACTUAL SIZE.
PAD SHALL CONFORM TO ALL UTILITY COMPANY DESIGN STANDARDS AND SPECIFICATIONS.8. GREASE INTERCEPTOR IS SHOWN FOR REFERENCE ONLY AND MAY NOT BE DRAWN TO ACTUAL
SIZE. REFER TO PLUMBING PLANS FOR DETAILED DRAWINGS AND SPECIFICATIONS. PLUMBINGPLANS SHALL TIE INTO SANITARY SERVICE AT LOCATION AND ELEVATION SHOWN ON PLAN.GREASE INTERCEPTOR SHALL BE LOCATED OUTSIDE OF DRIVE THRU LANE AND HANDICAPPARKING. GREASE INTERCEPTOR RIM ELEVATIONS SHALL BE FLUSH WITH PAVEMENT GRADE.
9. GREASE INTERCEPTOR VENT LINES ARE SHOWN FOR REFERENCE ONLY. REFER TO PLUMBINGPLANS FOR DETAILED PLANS AND SPECIFICATIONS.
PROPOSED MCDONALD'SFOOTPRINT=5,930 SF
FF=201.70
D
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U/E
U/E
TELE
GG
GG
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GG
G
SAN
TELE TELE TELE TELE TELE TELE TELE TELE
ODANA ROAD(PUBLIC STREET - ASPHALT SURFACE - ROW VARIES)
SAN
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SS
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S
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G 4"G 4"
G 4"G 4"
G 4"G 4"
G 4"G 4"
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1.31.00.7
0.9
3.0
3.1
1.7
1.6
1.4
1.8
1.9
3.1
3.0
1.8
1.7
1.4
1.8
1.7
2.9
2.1
1.1
1.8
2.7
3.7
3.1
3.4
3.5
2.4
1.4
0.9
1.6
1.9
2.4
3.5
4.1
3.5
2.8
2.7
2.9
3.4
3.6
2.9
2.5
2.7
3.1
3.9
2.9
2.1
1.5
1.6
2.2
2.0
2.2
3.1
3.6
3.7
3.3
2.9
2.9
2.8
3.0
2.8
2.6
2.2
2.2
2.6
2.9
3.7
3.7
3.5
2.6
2.2
1.7
3.6
2.5
2.2
3.1
3.4
4.0
4.0
3.8
3.9
3.0
2.7
2.1
1.9
2.0
2.0
2.6
3.2
4.1
3.9
3.8
3.7
2.6
2.1
3.8
3.5
3.0
3.0
3.7
4.9
3.7
3.5
4.8
3.6
2.5
1.8
1.4
1.5
1.9
2.4
3.6
4.8
3.3
3.3
4.6
3.1
3.5
3.1
3.4
2.9
2.8
3.4
3.5
3.3
3.1
2.2
1.4
1.0
1.1
1.5
2.2
3.1
3.1
3.0
2.7
2.0
3.8
3.3
2.7
2.8
3.6
4.1
3.9
3.2
2.0
1.1
0.7
0.8
1.2
2.1
3.3
4.3
4.2
3.1
2.4
3.3
2.4
2.2
2.8
3.3
3.1
2.9
2.7
1.9
1.1
0.8
0.8
1.2
2.0
2.8
2.9
2.9
2.6
2.3
2.9
2.4
2.3
2.7
3.3
4.6
3.0
2.9
4.3
2.9
1.9
1.1
0.8
0.8
1.3
2.0
3.1
4.5
3.0
3.1
4.5
2.9
2.6
3.7
2.5
2.2
2.5
3.0
3.7
3.3
3.2
3.4
2.5
1.6
1.1
0.9
0.9
1.2
1.7
2.6
3.5
3.6
3.6
3.8
2.6
2.1
4.1
3.3
2.5
2.4
2.3
2.3
2.2
2.1
2.1
1.8
1.5
1.0
0.8
0.8
1.1
1.6
2.0
2.4
2.6
2.8
3.0
2.7
3.4
3.0
3.2
2.4
1.9
1.5
1.4
1.3
1.3
1.2
1.1
0.8
3.3
3.0
2.0
3.5
3.1
2.2
1.6
1.1
1.0
0.9
0.8
0.8
0.7
0.6
3.9
2.5
2.2
3.1
2.1
1.6
1.4
3.1
3.5
1.8
2.4
1.9
1.5
1.3
3.8
2.3
1.7
2.4
1.8
1.5
1.3
3.5
2.7
2.1
3.4
2.0
1.4
1.3
2.6
2.3
1.9
3.7
3.1
2.0
1.3
2.9
2.4
3.4
2.7
3.0
2.1
1.4
1.2
1.2
1.1
1.1
1.2
1.1
1.2
1.1
1.2
1.2
1.2
1.4
1.5
1.7
2.1
2.6
3.6
2.4
1.7
3.4
2.8
2.0
1.5
1.3
1.3
1.9
2.0
2.0
1.4
1.4
1.4
1.2
2.0
2.1
2.1
1.6
1.7
2.3
3.1
3.0
2.9
1.9
2.6
1.7
1.4
1.5
1.7
2.1
3.2
2.9
2.8
2.0
1.8
1.8
2.1
3.1
3.0
3.0
2.2
1.9
2.2
3.0
3.0
2.9
1.2
1.5
2.1
3.2
3.1
2.6
3.7
2.2
2.3
3.2
3.6
2.7
3.5
3.0
2.3
3.5
2.2
0.8
0.9
1.2
1.7
1.9
3.0
1.5
1.6
1.2
1.6
1.6
3.2
1.8
2.0
1.5
2.0
1.7
1.0
0.8
0.0
0.0
0.2
0.3
0.3
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.3
0.5
0.5
0.7
0.7
0.2
0.0
0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.7 0.8 1.0 0.8 0.7 0.8 0.9 1.0 0.9 0.8 0.7 0.4 0.20.1
0.2
0.2
0.2
0.2
0.3
0.3
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.2
0.2
0.3
0.3
0.4
0.3
0.3
0.3
0.2
0.1
0.1
0.0
0.00.10.10.10.20.20.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.00.00.00.0
0.5
1.31.00.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.3
0.3
0.4
0.4
0.4
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.3
0.3
0.2
0.2
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.3
0.5
0.9
1.5
1.8
3.0
3.1
1.7
1.6
1.4
1.8
1.9
3.1
3.0
1.8
1.7
1.4
1.8
1.7
2.9
2.1
1.6
1.1
0.6
0.3
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.6
1.1
1.8
2.7
3.7
3.1
3.3
4.0
3.3
2.9
3.1
3.9
3.0
3.0
4.0
3.2
3.0
3.4
4.1
3.1
3.4
3.5
2.4
1.4
0.7
0.4
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.3
0.9
1.6
1.9
2.4
3.5
4.0
4.1
3.5
2.8
2.7
2.9
3.4
3.6
3.6
2.9
2.5
2.7
3.1
3.9
3.9
4.0
2.9
2.1
1.5
0.9
0.5
0.3
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.3
1.6
2.2
2.0
2.2
3.1
3.6
3.7
3.3
2.9
2.9
2.8
3.0
2.8
2.6
2.2
2.2
2.6
2.9
3.7
3.7
3.5
2.6
2.2
1.7
1.0
0.6
0.4
0.2
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.4
2.4
3.6
2.5
2.2
3.1
3.4
4.0
4.0
3.8
3.9
3.0
2.7
2.1
1.9
2.0
2.0
2.6
3.2
4.1
3.9
3.8
3.7
2.6
1.8
1.1
0.7
0.4
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.4
2.1
3.8
3.5
3.0
3.0
3.7
4.9
3.7
3.5
4.8
3.6
2.5
1.8
1.4
1.5
1.9
2.4
3.6
4.8
3.3
3.3
4.6
3.1
1.9
1.2
0.6
0.3
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.8
3.5
3.1
3.4
2.9
2.8
3.4
3.5
4.1
4.2
3.3
3.1
2.2
1.4
1.0
1.1
1.5
2.2
3.1
3.1
4.6
4.3
3.0
2.7
1.7
1.0
0.5
0.3
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.3
2.0
3.8
3.3
2.7
2.8
3.6
4.1
5.8
6.5
3.9
3.2
2.0
1.1
0.7
0.8
1.2
2.1
3.3
4.3
6.4
5.6
4.2
3.1
1.7
0.8
0.4
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
2.4
3.3
2.4
2.2
2.8
3.3
3.1
5.3
5.7
2.9
2.7
1.9
1.1
0.8
0.8
1.2
2.0
2.8
2.9
5.1
4.7
2.9
2.6
1.6
0.8
0.4
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.3
2.3
2.9
2.4
2.3
2.7
3.3
4.6
3.0
2.9
4.3
2.9
1.9
1.1
0.8
0.8
1.3
2.0
3.1
4.5
3.0
3.1
4.5
2.9
1.6
0.9
0.4
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.3
2.6
3.7
2.5
2.2
2.5
3.0
3.7
3.3
3.2
3.4
2.5
1.6
1.1
0.9
0.9
1.2
1.7
2.6
3.5
3.6
3.6
3.8
2.6
1.4
0.8
0.5
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.3
2.1
4.1
3.3
2.5
2.4
2.3
2.3
2.2
2.1
2.1
1.8
1.5
1.0
0.8
0.8
1.1
1.6
2.0
2.4
2.6
2.8
3.0
2.7
1.3
0.7
0.4
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.9
3.4
3.0
3.2
2.4
1.9
1.7
1.5
1.4
1.3
1.3
1.2
1.1
0.8
0.6
1.6
1.8
1.9
2.3
3.3
3.0
1.0
0.5
0.3
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.3
2.0
3.5
3.1
2.2
1.6
1.3
1.1
1.0
0.9
0.8
0.8
0.7
0.6
0.6
1.2
1.5
2.1
3.0
3.9
2.5
0.7
0.4
0.3
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
2.2
3.1
2.1
1.6
1.4
1.2
1.3
2.0
3.0
3.1
3.5
1.2
0.3
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
1.8
2.4
1.9
1.5
1.3
1.0
1.3
1.9
3.0
3.8
2.3
0.5
0.2
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
1.7
2.4
1.8
1.5
1.3
1.0
1.4
1.6
2.0
3.5
2.7
0.3
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
2.1
3.4
2.0
1.4
1.3
1.1
1.3
1.6
1.9
2.6
2.3
0.3
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
1.9
3.7
3.1
2.0
1.3
1.1
1.4
1.6
2.0
2.9
2.4
0.3
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.7
3.4
2.7
3.0
2.1
1.4
1.2
1.2
1.1
1.1
1.2
1.1
1.2
1.1
1.2
1.2
1.2
1.4
1.5
1.7
2.1
2.6
3.6
2.4
0.3
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
1.7
3.4
2.8
2.0
1.5
1.3
1.3
1.9
2.0
2.0
1.4
1.4
1.4
1.2
2.0
2.1
2.1
1.6
1.7
2.3
3.1
3.0
2.9
0.5
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
1.9
2.6
1.7
1.4
1.5
1.7
2.1
3.2
2.9
2.8
2.0
1.8
1.8
2.1
3.1
3.0
3.0
2.2
1.9
2.2
3.0
3.0
2.9
0.4
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
1.2
1.5
2.1
3.2
3.1
2.6
3.7
2.7
2.2
2.3
3.2
3.6
2.7
3.5
3.0
2.3
2.0
2.1
3.5
2.2
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.8
0.9
1.2
1.7
1.9
3.0
1.5
1.6
1.1
1.2
1.6
1.6
3.2
1.8
2.0
1.5
1.1
1.2
2.0
1.7
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.2
0.4
0.4
0.4
0.3
0.3
0.2
0.2
0.3
0.2
0.1
0.1
0.1
0.2
0.2
0.4
0.3
0.4
0.6
0.7
0.8
1.0
0.8
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.2
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.3
0.4
0.5
0.6
0.6
0.3
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.2
0.2
0.3
0.3
0.3
0.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.2
0.2
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
PR
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- N
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SITE
ID
McD
onal
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USA
, LLC
DRA
WN
BY
DAT
E IS
SUED
STD
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E D
ATE
REVI
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BY
PREP
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FO
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REV
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BY
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104
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15)2
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5)27
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"Pla
nnin
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Bis
hop
En
gin
eeri
ng
Civ
il En
gine
erin
g &
Lan
d Su
rvey
ing
Est
ablis
hed
1959
TITLE
:
BE#
MA
DIS
ON
, WI (
OD
AN
A R
OA
D)
SIT
E P
LAN
4800
9369
10 O
DA
NA
RO
AD
, MA
DIS
ON
, WI 5
3719
160005
JMR
1/27
/17
JEJ
1/27
/17
11/
27/1
71S
T C
ITY
SUBM
ITTA
LJE
J
GRAPHIC SCALE020 10 20 40
M:\LA
ND P
ROJE
CTS
2016
\1600
05 M
ADIS
ON, W
I - O
DANA
, RD\
DWG\
C4 U
TILIT
Y.DW
G1/2
7/201
7 8:00
:49 A
M LIG
HTI
NG
PLA
N
C4.2
10'
LIGHTING PLAN NOTE:1. LIGHTING PLAN WAS PREPARED BY SECURITY LIGHTING SYSTEMS. FOR QUESTIONS
CONTACT MARK WERTH (1-800-544-4848 x168) [email protected]
SECURITYL I G H T I N GTM
HEIGHT
21'
MOUNTING
** - SPECIFY COLOR
POLE TYPE:
SSP-4118-GL-**-TT (4")
SYMBOLFIXTURE TYPE:
VP-S-60NB-136-5k-T4-UNV-RA-**
QUANTITY
2
QUANTITY
DBL180 2
CONFIG
4
EPA
2.00
FIXTUREQUANTITY
7.290mph
WIND LOAD EPAALLOWEDLLF
0.872
QUANTITY
TTFVIPER
TENON TOPFITTERS
* PROJECT WIND LOAD CRITERIA BASED ON:ASCE 7-10 WIND SPEEDS (3-SEC PEAK GUST MPH)50 YEAR MEAN RECURRENCE INTERVAL
21' SSP-4118-GL-**-TT (4")VP-S-60NB-136-5k-T4-UNV-RA-**-BLC 10SGL 1010 1.00 7.290mph0.8710TTFVIPER
PAVED SURFACE READINGS
PROPERTY LINE READINGS
AverageMaximumMinimumAvg:MinMax:Min
2.44.90.64.018.17
AverageMaximumMinimumAvg:MinMax:Min
0.21.00.0N/AN/A
PROPOSED MCDONALD'SFOOTPRINT=5,930 SF
FF=201.70
D
ST15
"
D
ST 15"
ST15
"
ST15
"
ST15
"
ST15
"
ST15
"
D
W W
W
W
W
W
W
W
WW
WW
CO
CO
[]
[]
[]
[]
U/E
TELE
TELE
U/E
U/E
U/E
U/E
TELE
GG
GG
GG
GG
G
SAN
TELE TELE TELE TELE TELE TELE TELE TELE
ODANA ROAD(PUBLIC STREET - ASPHALT SURFACE - ROW VARIES)
SAN
SAN
W P
LATT
E DR
IVE
(PUB
LIC S
TREE
T - C
ONCR
ETE
SURF
ACE)
10' U
TILIT
Y EA
SEME
NTPE
R DO
C. #1
3126
90
INGR
ESS/
EGRE
SS E
ASEM
ENT
PER
DOC.
#126
8320
10' UTILITY EASEMENTPER DOC #1312690
6' UT
ILITY
EAS
EMEN
TPE
R PL
AT
2" W12" W12" W12" W12" W12" W12" W12"
5' UT
ILITY
EAS
EMEN
TPE
R DO
C. 12
4778
0SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
S
10' S
IDE
YARD
SET
BACK
10' S
IDE
YARD
SET
BACK
30' MINIMUM BUILDING SETBACKPER PARK TOWNE COVENANT
85' MAXIMUM BUILDING SETBACKPER CITY OF MADISON
G 4"G 4"
G 4"G 4"
G 4"G 4"
G 4"G 4"
G 4"
GL11 SH
1
GL6
SH1
GF6
PD13
GF6
PD13
RO1
GL7
SL1
GL12
SH1
GL7
GL1
KF4
SD11
SD4
BX5
KF11
EA10
AW9
GL21
LD13
17KF
LD4
KF6
SOD
SOD
SOD
SODSOD SOD
SOD
SOD
SODSODSOD
SOD
SOD
SOD
LANDSCAPE NOTES:1. ALL SODDING & LANDSCAPE PLANTINGS SHALL BE INSTALLED IN ACCORDANCE WITH STANDARD SPECIFICATIONS.
2. SOD ALL DISTURBED AREAS WITHIN THE CONTRACT LIMITS, UNLESS NOTED OTHERWISE. SOD LIMITS SHOWN ONPLAN ARE FOR REFERENCE ONLY. FINAL LIMITS MAY CHANGE BASED ON CONSTRUCTION ACTIVITIES.
3. STAKE SOD ON ALL SLOPES 3 : 1 OR GREATER.
4. PLANT QUANTITIES ARE FOR CONTRACTORS CONVENIENCE, THE DRAWING SHALL PREVAIL IF A CONFLICT OCCURS.
5. ALL PLANT MATERIAL SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERYSTOCK (ANSI Z60.1).
6. CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OFACCEPTANCE.
7. IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE IDENTIFICATION TAGS AND CORDS ON ALL PLANT MATERIALPRIOR TO THE COMPLETION OF THE CONTRACT. IDENTIFICATION TAGS MUST BE LEFT ON UNTIL AFTERACCEPTANCE BY OWNER OR OWNER'S REPRESENTATIVE.
8. CONTRACTOR SHALL PLACE SHREDDED HARDWOOD MULCH AROUND ALL TREES, SHRUBS AND GROUND COVERBEDS TO A DEPTH OF 4 INCHES, UNLESS NOTED.
9. STAKE AND WRAP ALL DECIDUOUS TREES IMMEDIATELY AFTER PLANTING. STAKE ALL TREES ACCORDING TO THESTAKING DETAILS. CONTRACTOR SHALL ADJUST AND MAINTAIN GUYING TENSION THROUGHOUT THE PLANTESTABLISHMENT PERIOD.
10. THE LANDSCAPING CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED BEFORE STARTING ANY SITE WORK ORPLANTING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES.
11. NO LANDSCAPE MATERIAL SHALL BE SUBSTITUTED WITHOUT THE AUTHORIZATION OF THE LANDSCAPE ARCHITECT.
12. ALL EDGING SHALL BE DURAEDGE 1/8" STEEL EDGING - COLOR GREEN, OR APPROVED EQUAL..
13. CONTRACTOR SHALL BE RESPONSIBLE MAINTAINING APPROPRIATE LEVEL OF WATERING FOR ALL NEW PLANTSFOR A PERIOD OF 30 DAYS.
14. ALL SHRUB AND PERENNIAL PLANTING BEDS SHALL BE MULCHED WITH 4" THICK SHREDDED HARDWOOD MULCH.
14. ALL BEDS TO RECEIVE GRANULAR PRE-EMERGENT WEED CONTROL BEFORE AND AFTER MULCH IS INSTALLED.
PR
ELIM
INA
RY
- N
OT
FO
R C
ON
ST
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ION
DAT
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SITE
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DRE
SS
SHEE
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DES
CRI
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N
SITE
ID
McD
onal
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USA
, LLC
DRA
WN
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DAT
E IS
SUED
STD
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E D
ATE
REVI
EWED
BY
PREP
ARED
FO
R:PR
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ED B
Y:
REV
DES
CRI
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N
BY
3501
104
th S
tree
tD
es M
oine
s, Io
wa
503
22-3
825
Phon
e: (5
15)2
76-0
467
Fax
: (51
5)27
6-02
17
"Pla
nnin
g Yo
ur S
ucce
ssfu
l D
evel
opm
ent"
Bis
hop
En
gin
eeri
ng
Civ
il En
gine
erin
g &
Lan
d Su
rvey
ing
Est
ablis
hed
1959
TITLE
:
BE#
MA
DIS
ON
, WI (
OD
AN
A R
OA
D)
SIT
E P
LAN
4800
9369
10 O
DA
NA
RO
AD
, MA
DIS
ON
, WI 5
3719
160005
JMR
1/27
/17
JEJ
1/27
/17
11/
27/1
71S
T C
ITY
SUBM
ITTA
LJE
J
GRAPHIC SCALE020 10 20 40
DO NOT CUT CENTRAL LEADER
WRAP TRUNK WITH APPROVEDTREE WRAP TO FIRST BRANCH
4" DEEP HARDWOOD MULCH
CUT SYNTHETIC CORDS AROUNDROOTBALL AND TRUNK -ENTIRELYREMOVE WIRE BASKETS FROM BALL
SET ROOTBALL ON UNDISTURBEDSUBGRADE
DECIDUOUS TREE PLANTING (TYP.)
SCARIFY SIDES & BOTTOM OFPLANTING PIT
STAKING ORIENTATIONNORTH NORTH
2 STAKES - 3" CAL. & LESS3 STAKES - GREATER THAN 3" CAL.
3'-0" SET ROOTBALL FLUSH WITHFINISHED GRADE
DO NOT PLACE MULCH INCONTACT WITH BASE OF TREE
PRUNE ANY DEAD/DAMAGEDBRANCHING FROM TREE.MAINTAIN OVERALL APPEARANCE.
USE HOSE GUARDS AROUNDTRUNK ON STAKING WIRE. TIEWIRE TO STEEL POSTS PLACEDOUTSIDE PLANT PIT..
LEAVE STAKES IN PLACE NO MORETHAN 1 YEAR FROM INSTALLATION.CONTRACTOR RESPONSIBLE FORREMOVAL.
4" DEPTH SHREDDED HARDWOODMULCH
SCARIFY SIDES & BOTTOM OFPLANTING PIT
EVERGREEN TREE PLANTING (B&B)
CUT SYNTHETIC CORDS AROUNDROOTBALL AND TRUNK -ENTIRELYREMOVE WIRE BASKETS FROM BALL
SET ROOTBALL ON UNDISTURBEDSUBGRADE
3'-0"
DO NOT PLACE MULCH INCONTACT WITH BASE OF TREE
DECIDUOUS SHRUB DETAIL EVERGREEN SHRUB DETAIL
PLANTING ON SLOPES
FIRMLY COMPACT SAUCER(USE TOPSOIL)
ORIGINAL GROUND LINE
SUB-SOIL
4" MULCH
PLANTING PIT TWICETHE WIDTH OF ROOTBALL
12
SHRUB PLANTING (TYP)
PLANTING SCHEDULE
M:\LA
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\1600
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C5 LA
NDSC
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1/27/2
017 8
:01:09
AM
3" ROCK
LAN
DS
CA
PE
PLA
N
C5.1
I HEREBY CERTIFY THAT THE PORTION OF THIS DOCUMENT WAS PREPARED BY MEOR UNDER MY PERSONAL SUPERVISION, AND THAT TO THE BEST OF MYKNOWLEDGE, THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCESOF THE CITY OF MADISON RELATING TO STRUCTURES AND BUILDINGS.
MY LICENSE RENEWAL DATE IS: JULY 31, 2018
WI REG# LA- DATE
PAGES OR SHEET COVERED BY THIS SEAL: C5.1
PARKING LOT LANDSCAPE SPACE CALCULATIONTOTAL GROSS AREA: 24,261 SFTOTAL LANDSCAPE SPACE: 2,070 SFPRECENT LANDSCAPE SPACE: 8.5%
PR
ELIM
INA
RY
- N
OT
FO
R C
ON
ST
RU
CT
ION
DAT
E
SITE
AD
DRE
SS
SHEE
T N
O.
DES
CRI
PTIO
N
SITE
ID
McD
onal
d's
USA
, LLC
DRA
WN
BY
DAT
E IS
SUED
STD
ISSU
E D
ATE
REVI
EWED
BY
PREP
ARED
FO
R:PR
EPAR
ED B
Y:
REV
DES
CRI
PTIO
N
BY
3501
104
th S
tree
tD
es M
oine
s, Io
wa
503
22-3
825
Phon
e: (5
15)2
76-0
467
Fax
: (51
5)27
6-02
17
"Pla
nnin
g Yo
ur S
ucce
ssfu
l D
evel
opm
ent"
Bis
hop
En
gin
eeri
ng
Civ
il En
gine
erin
g &
Lan
d Su
rvey
ing
Est
ablis
hed
1959
TITLE
:
BE#
MA
DIS
ON
, WI (
OD
AN
A R
OA
D)
SIT
E P
LAN
4800
9369
10 O
DA
NA
RO
AD
, MA
DIS
ON
, WI 5
3719
160005
JMR
1/27
/17
JEJ
1/27
/17
11/
27/1
71S
T C
ITY
SUBM
ITTA
LJE
J
M:\LA
ND P
ROJE
CTS
2016
\1600
05 M
ADIS
ON, W
I - O
DANA
, RD\
DWG\
C6 D
ETAI
LS.D
WG
1/27/2
017 8
:01:19
AM
DE
TAIL
S S
HE
ET
C6.1
SLOPE DOWN SLOPE DOWN
B B
A
A
PLAN VIEW
VARIES
5" PCC WALK
CONCRETE BEAMCURB BEYOND
SECTION VIEW B-B
PARKING LOT PAVEMENT(SEPERATE POUR FROM WALK)
5" PCC WALK
BUILDINGWALLBEAM CURB(SEPERATEPOUR FROMWALK)
SECTION VIEW A-A
6" VARIES, SEE PLAN
SEALED 1"EXPANSION JOINT
VARIES, SEE PLAN
VARIES, SEE PLAN
VARIES VARIES
NOTES:1. SIDEWALK CROSS SLOPE SHALL BE 1.5% DESIGN, 2% MAX2. RAMP RUNNING SLOPE SHALL BE 6.25% DESIGN, 8.33% MAX
5/8"RESILIENT JOINT FILLER
1/2" GRAY MASTIC JOINTSEALANT MATERIAL
DETAIL A: NOT TO SCALE
EDGE WITH 1/4 INCH TOOL FOR LENGTH OF JOINTINDICATED IF FORMED; EDGING NOT REQUIREDWHEN CUT WITH DIAMOND BLADE SAW
1"
STRUCTURAL STOOPSEE STRUCTURAL
SIDEWALK
SEALED EXPANSIONJOINT, SEE DETAIL A
SLOPE AWAY FROM BUILDINGPER GRADING PLAN
13
12"
18"
1/2" R3" R
3.6"
TOP OFPCC PAVING
EXPANSION JOINT
3" 4.5"
6"
8"
R 1"R 2" COMPACTED
BACKFILL
24"
24"
3" 4.5"
6"
6"
R 1"R 2"
NOTES:1. SLOPE GUTTER IN ACCORDANCE WITH GRADING PLAN.2. INSTALL CURB & GUTTER INTERGRAL WITH PAVING.3. ROCK BASE SHALL BE NON-FROST SUSCEPTIBLE GRANULAR MATERIALS, 1-1/4"
AGGREGATE AS PER DOT SECTION 305.2.2.1 OR AN APPROVED ALTERNATE GRADATION.4. PCC PAVEMENT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI.
#5 BARS 18" O/CBOTH WAYS
TYPE 1 PAVEMENT SECTIONSCALE NONEC6.1
1
TYPE 2 PAVEMENT SECTIONSCALE NONEC6.1
2
TYPE 3 PAVEMENT SECTIONSCALE NONEC6.1
3
DRIVE-THRU CURB & GUTTER SECTIONSCALE NONEC6.1
5
STRUCTURAL STOOP / SIDEWALK TRANSITION DETAILSCALE NONEC6.1
7
RAMP ALONG BUILDING DETAILSCALE NONEC6.1
9
12"
SLOPE PER PLANS 1.5% MAX CROSS SLOPE
ROADWAY PAVEMENT
6" MAX
24" MIN
(DIRECTION SHOWN ON GRADING PLANS)
VARIES
1" NOMINAL
5/8"RESILIENT JOINT FILLER
1/2" GRAY MASTIC JOINTSEALANT MATERIAL
DETAIL A: NOT TO SCALE
EDGE WITH 1/4 INCH TOOL FOR LENGTH OF JOINTINDICATED IF FORMED; EDGING NOT REQUIREDWHEN CUT WITH DIAMOND BLADE SAW
1"
1" NOMINAL
NOTES:*IMPORTANT:* 1" EXPANSION JOINT BETWEENROADWAY PAVEMENT AND WALK MUST BEINSTALLED TO FULL DEPTH OF SLAB.
FINISH W/ 3/4" RADIUS TOOL
SEALED 'E' JOINTSEE DETAIL A& NOTES
SEE PAVEMENT SECTIONFOR SUBGRADE INFO
IF ROCK IS USED UNDERROADWAY PAVEMENT, CONTINUE
ROCK UNDER SIDEWALKPAVEMENT, MATCH SECTION
SEALED 'E' JOINTSEE DETAIL A& NOTES
BUILDING WALL(WHERE APPLICABLE)
5" 5"
#4 BARS 24" O/C BOTH WAYSALL REINFORCEMENT SHALL
BE EPOXY COATED
6"
NOTES:1. SLOPE GUTTER IN ACCORDANCE WITH GRADING PLAN.2. INSTALL 24" WIDE PCC CURB & GUTTER AS SHOWN ON PLAN.3. ROCK BASE SHALL BE NON-FROST SUSCEPTIBLE GRANULAR MATERIALS, 1-1/4" AGGREGATE
AS PER DOT SECTION 305.2.2.1 OR AN APPROVED ALTERNATE GRADATION4. 4-1/2" ACC SHALL BE:
2-1/2" BASE COARSE: HMA E-12" SURFACE COARSE: HMA E-0.3AS PER WISDOT TABLE 460-2, PAGE 195
5. BID ALTERNATE: MATCH TYPE 1 PAVEMENT SECTION
24" 24"
6"6"
COMPACTEDBACKFILL
4.5"3"R 1"
R 2"6" PCC
10" ROCK BASE(SEE NOTES)
12" SUBGRADEPREPARATION
4-1/2" ACC(SEE NOTES)
6" PCC
4" ROCK BASE(SEE NOTES)
12" SUBGRADEPREPARATION
8" PCC
4" ROCK BASE(SEE NOTES)
12" SUBGRADEPREPARATION
NOTES:1. SLOPE GUTTER IN ACCORDANCE WITH GRADING PLAN.2. INSTALL CURB & GUTTER INTERGRAL WITH PAVING.3. ROCK BASE SHALL BE NON-FROST SUSCEPTIBLE GRANULAR MATERIALS, 1-1/4" AGGREGATE
AS PER DOT SECTION 305.2.2.1 OR AN APPROVED ALTERNATE GRADATION.4. PCC PAVEMENT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI.5. ALL REINFORCEMENT SHALL BE EPOXY COATED.
TURNED DOWN WALK DETAILSCALE NONEC6.1
4
11 PVC & N-12 PIPE BEDDINGSCALE NONEC6.1
NOTES:1. UNLESS OTHERWISE SPECIFIED, ALL DIMENSIONS ARE IN INCHES ARE PER ASME Y14.5M-1994.2. ALL DIMENSIONS ARE AFTER PLASTISOL COATING.3. INSTALL PER WABASH VALLEY MANUFACTURING RECOMMENDATIONS.
WABASH VALLEYBL100N 36" BIKE RACKOR APPROVED EQUAL
BIKE RACK DETAILSCALE NONE
8
C6.1
COMPACTEDBACKFILL
12 SANITARY CLEANOUT DETAILSCALE NONEC6.1
OUTLET PIPE
INLET PIPE
SIDE SECTION VIEW
TOP VIEW W/ FRAME &COVER REMOVED
ELEVATION = 191.00
OUTLET WEIRINSTALL & ATTACH PERMANUFACTURER'SRECOMMENDATIONS
30" FRAME & GRATE
30" DRAIN BASIN BODY
OUTLET WEIR
15" OUTLET PIPE(BEHIND WALL)
6" ORIFICE HOLE
12" ORIFICE HOLE
ELEVATION = 192.50
ELEVATION = 194.00
10 NYLOPLAST BASIN W/ WEIR WALL DETAILSCALE NONEC6.1
BACK OF CURB
FACE OF CURB EDGE OF TURNED DOWN WALK
SIDEWALK PAVEMENT
GRASS/LANDSCAPING
ROADWAY PAVEMENT
PLAN VIEW
CURB & GUTTER / TURNED DOWN WALK TRANSITION DETAILSCALE NONE
6
C6.1
PROPOSED MCDONALD'SFOOTPRINT=5,930 SF
FF=201.70
D
ST15
"
D
ST 15"
ST15
"
ST15
"
ST15
"
ST15
"
ST15
"
D
W W
W
W
W
W
W
W
WW
WW
CO
CO
[]
[]
[]
[]
U/E
TELE
TELE
U/E
U/E
U/E
U/E
TELE
GG
GG
GG
GG
G
SAN
TELE TELE TELE TELE TELE TELE TELE TELE
ODANA ROAD(PUBLIC STREET - ASPHALT SURFACE - ROW VARIES)
SAN
SAN
W P
LATT
E DR
IVE
(PUB
LIC S
TREE
T - C
ONCR
ETE
SURF
ACE)
10' U
TILIT
Y EA
SEME
NTPE
R DO
C. #1
3126
90
INGR
ESS/
EGRE
SS E
ASEM
ENT
PER
DOC.
#126
8320
10' UTILITY EASEMENTPER DOC #1312690
6' UT
ILITY
EAS
EMEN
TPE
R PL
AT
LOT 2
LOT 3
PARCEL "B"PARCEL "A"
W12" W12" W12" W12" W12" W12" W12" W12"
LOT 1
LOT 4
PT T7N R8E SEC 25
LOT 3
5' UT
ILITY
EAS
EMEN
TPE
R DO
C. 12
4778
0SS
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
S
S
G 4"G 4"
G 4"G 4"
G 4"G 4"
G 4"G 4"
G 4"G 4"
SF
SF
TEMPORARYINLET PROTECTION
FLOW TRANSITION MATS
TURF REINFORCEMENT MAT
CONTRACTOR SHALL INSTALL ROCKCONSTRUCTION ENTRANCE TOPREVENT TRACKING OF DIRT & OTHERMATERIALS ONTO PUBLIC ROADS
SF
SF
SF
SF
SF
SF
TEMPORARYINLET PROTECTION
TEMPORARYINLET PROTECTION
SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SFSF
SF
SFSF
SFSF
SFSF
SF
SF
SFSF
SFSF
SFSF
SF
SF
SFSF
SFSF
SFSF
SFSF
SFSF
SFSF
SFSF
SF
SF
SF SF SF SF SFSF SF SFSF SF SF SF
SILT FENCE, TYP
SILT FENCE, TYP
SILT FENCE, TYP
SILT FENCE, TYP
SF
SF SF
SF
PR
ELIM
INA
RY
- N
OT
FO
R C
ON
ST
RU
CT
ION
DAT
E
SITE
AD
DRE
SS
SHEE
T N
O.
DES
CRI
PTIO
N
SITE
ID
McD
onal
d's
USA
, LLC
DRA
WN
BY
DAT
E IS
SUED
STD
ISSU
E D
ATE
REVI
EWED
BY
PREP
ARED
FO
R:PR
EPAR
ED B
Y:
REV
DES
CRI
PTIO
N
BY
3501
104
th S
tree
tD
es M
oine
s, Io
wa
503
22-3
825
Phon
e: (5
15)2
76-0
467
Fax
: (51
5)27
6-02
17
"Pla
nnin
g Yo
ur S
ucce
ssfu
l D
evel
opm
ent"
Bis
hop
En
gin
eeri
ng
Civ
il En
gine
erin
g &
Lan
d Su
rvey
ing
Est
ablis
hed
1959
TITLE
:
BE#
MA
DIS
ON
, WI (
OD
AN
A R
OA
D)
SIT
E P
LAN
4800
9369
10 O
DA
NA
RO
AD
, MA
DIS
ON
, WI 5
3719
160005
JMR
1/27
/17
JEJ
1/27
/17
11/
27/1
71S
T C
ITY
SUBM
ITTA
LJE
J
GRAPHIC SCALE020 10 20 40
NOT TO SCALESITE ENTRANCE DETAIL
TEMP. ROCK ENTRANCE
(PLAN VIEW)
(PROFILE VIEW)
TEMP. ROCK ENTRANCE
3" CLEANLIMESTONE
PLACE ROCKON FABRIC
STABILIZED ENTRANCE SHALL BE ATLEAST 50' LONG AND EXTEND TO THEPUBLIC ROADWAY.
5'-0"
MIN
.
GROUND LINE
ENGINEERING FABRICFLOW
2
1' ABOVE GROUND LINE VARIABLE10' MAX. 5' MAX. 5' MAX. 10' MAX.
1' ABOVE GROUND LINE
SECURE TOP OF ENGINEERING FABRIC
ENGINEERING FABRIC TO BE PLACEDTO BOTTOM OF TRENCH.
1
2
ENGINEERINGFABRIC
GROUNDLINE
TRENCH BOTTOM
TRENCH BOTTOM
1 1
1
LINEGROUND
1
MIN.4"
EXCESS FABRIC
COMPACTED BACKFILL
12"
MIN.
DETAIL OF SILT FENCE AT DITCH OR SWALE
DETAIL OF SILT FENCE
8' SPACING
TO TOP OF STEEL POST.SEE DETAIL OF ATTACHMENT TO POST.
VERTICAL CUT
WIRE
CORD
CORD
CORD
WIRE
POSTFABRIC
FABRICBACK VIEW OF FABRIC
BACK VIEWATTACHMENT TO POST
3
4
NOTES :
3 MAKE VERTICAL CUT IN TOP OF FABRIC.PULL OUT AND TWIST CORD.
4 LOOP CORD AROUND POST FORMING ALOOP. PULL WIRE THROUGH FOLD AREAOF FABRIC AND SECURE AROUND POST.
'T' STEELFENCE POST
NORMALFORESLOPE
2" RISEIN FENCE
31"MIN.
NORMAL BACKSLOPE
31" M
IN.
6" TRENCH DEPTH FORNORMAL INSTALLATION(MIN.) 12" TRENCHDEPTH FOR DITCHINSTALLATION
NOT TO SCALE
(SECTION VIEW)
(PROFILE VIEW)
SILT FENCE DETAILS
NOT TO SCALE
INLET5'-0"
5'-0"
'T' FENCE POST, 5' MIN.
NOTES:
1. SECURE TOP OF FABRIC TOPOSTS, USING CABLE TIES ORWIRE.
2. FABRIC TO BE BURIED 12", ANDFOLDED ALONG BOTTOM.
3. STEEL POSTS TO BE EMBEDDED28".
(PLAN VIEW)
DROP INLET BASKETPROTECTION
SILT FENCE FABRICIF APPLICABLE
INLET PROTECTION DETAIL
NOT TO SCALE
NOTES:1. 1 C.Y. CONCRETE BAG SHALL BE REQUIRED AT ANYLOCATION WHERE CONCRETE IS USED.2. CONCRETE WASHOUT DUMPSTER W/ HEAVY DUTYLINER IS AN ACCEPTIBLE ALTERNATIVE
(PLAN VIEW)
1 C.Y. CONCRETEWASH-OUT BAG
'T' FENCE POST5' MIN
CONCRETE WASH-OUT BAG DETAIL
(PROFILE VIEW)
1 C.Y. CONCRETEWASH-OUT BAG
M:\LA
ND P
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CTS
2016
\1600
05 M
ADIS
ON, W
I - O
DANA
, RD\
DWG\
C7 S
WPP
P.DW
G1/2
7/201
7 8:01
:37 A
M SW
PP
P
C7.1
EROSION CONTROL REMOVAL NOTES:1. AFTER FINAL STABILIZATION HAS OCCURED, AS DEFINED IN NPDES GENERAL
PERMIT NO. 2, CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OFALL TEMPORARY EROSION CONTROL DEVICES INCLUDING, BUT NOT LIMITEDTO: SILT FENCE, INLET PROTECTION, AND TEMPORARY STANDPIPES.
EROSION CONTROL NOTES:1. SEE SUPPLEMENTAL DETAIL STORM WATER POLLUTION PLAN NARRATIVE FOR ALL EROSION CONTROL
MEASURES, ADDITIONAL DETAILS AND NOTE. ADDITIONAL NOTES AND MEASURES IN NARRATIVE SHALL BECONSIDERED INCIDENTAL AND SHALL BE INCLUDED IN THE ORIGINAL BID.
2. SWPPP PLAN AND NARRATIVE ARE CONSIDERED A LIVING DOCUMENT AND WILL NEED PERIODIC UPDATES ANDADJUSTMENTS AS NECESSARY DEPENDING ON SITE CONDITIONS TO ASSURE COMPLIANCE WITH NPDES PERMITNO. WI-S067831-4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO UPDATE THE SWPPP AND IMPLEMENT ANY ANDALL MEASURES NECESSARY TO COMPLY WITH SAID PERMIT.
3. INSTALL PERIMETER SILT FENCE AS SHOWN ON PLANS PRIOR TO CONSTRUCTION.4. INSTALL INTAKE PROTECTION WITH SILT FENCE IMMEDIATELY AFTER STORM SEWER CONSTRUCTION.5. INSTALL FINISHED PAVING INLET PROTECTION IMMEDIATELY AFTER PAVING IS COMPLETED AROUND INTAKE.6. OTHER EROSION CONTROL TYPES MAY NOT BE SUBSTITUTED FOR SILT FENCE.7. CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING THE TRACKING OF DIRT AND OTHER MATERIALS FROM
THE PROJECT SITE ONTO ANY PUBLIC STREETS DURING CONSTRUCTION. CONTRACTOR SHALL CLEAN ANY DIRTOR OTHER MATERIALS TRACKED ONTO PUBLIC STREETS AT THE END OF EACH DAY.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING A CONCRETE WASHOUT.9. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING TEMPORARY RESTROOM FACILITIES. SANITARY WASTE
SHALL BE DISPOSED OF PER ALL FEDERAL, STATE AND LOCAL REGULATIONS.10. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOIL REQUIREMENTS ARE MET.11. LIMIT SOIL DISTURBANCE TO THE GRADING LIMITS SHOWN. SCHEDULE OPERATIONS TO MINIMIZE LENGTH OF
EXPOSURE OF DISTURBED AREAS.12. MANAGEMENT PRACTICES SHOWN ARE THE MINIMUM REQUIREMENTS. INSTALL AND MAINTAIN ADDITIONAL
CONTROLS AS WORK PROCEEDS TO PREVENT EROSION AND CONTROL SEDIMENT CARRIED BY WIND OR WATER.13. RESTORE DISTURBED OPEN AREA WITH TEMPORARY SEED OR SOD WITHIN 72 HOURS OF COMPLETING GRADING
IN EACH AREA.14. SCRAP ADJACENT STREETS CLEAN DAILY AND SWEEP CLEAN WEEKLY.15. BUILDING AND WASTE MATERIAL SHALL BE PROPERLY HANDLED TO PREVENT RUNOFF OF MATERIAL PER DNR
REGULATIONS.16. WASH WATER FROM VEHICLE AND WHEEL WASHING SHALL BE TREATED PRIOR TO RUNOFF PER DNR
REQUIREMENTS.17. CONTRACTOR SHALL DEVELOP SPILL PREVENTION AND RESPONSE PROCEDURES IN ACCORDANCE WILL DNR
REQUIREMENTS.18. INSPECTIONS MUST BE PERFORMED WEEKLY AND WITHIN 24 HOURS AFTER A RAIN EVENT OF 0.5 INCHES OR
GREATER. WEEKLY REPORTS OF ALL INSPECTIONS MUST BE MAINTAINED THROUGHOUT THE PERIOD OFGENERAL PERMIT COVERAGE.
PROPERTY DESCRIPTION:PER TITLE COMMITMENT #CO-5325PARCEL A:LOT 3, EXCEPT THE NORTH 77 FEET THEREOF, PARK TOWNE, INTHE CITY OF MADISON, COUNTY ON DANE, STATE OF WISCONSIN.TAX KEY NO: 0708-252-0103-4ADDRESS: 6906 ODANA ROAD
PARCEL B:LOT 2, AND THE NORTH 77 FEET OF LOT 3, PARK TOWNE, IN THECITY OF MADISON, COUNTY OF DANE, STATE OF WISCONSIN. TAXKEY NO: 0708-252-0102-6ADDRESS: 6910 ODANA ROAD
SITE AREA: 63,258 SQ FT, 1.458 ACRES
ADDRESS:6910 ODANA ROAD AND 6906 ODANA ROADMADISON, WISCONSIN 53719
OWNER:MC DONALD'S CORPC/O CARRIE BENNETT-BARNDT9701 BRADER WAYSUITE 201MIDDLETON, WI 53562
PREPARED FOR:MCDONALD'S USA, LLCATTN: VICKY STADTHER1650 W 82ND ST., SUITE 900BLOOMINGTON, MN 55431PH: (952) 884-4355
BENCHMARK:TBM: HYDRANT - TOP BOLTNORTHING = 476180.71EASTING = 789781.86ELEVATION = 206.16DESCRIPTION: HYDRANT ON SOUTHEAST CORNER OFINTERSECTION OF ODANAROAD AND W PLATTE DRIVE MADISON DATUM
Floor Plan
26 JANUARY 2017
Proposed McDonald’s RestaurantSeating Zones Study048-0093 Madison, WI
Rear Elevation
Non-Drive-Thru Side Elevation
Drive-Thru Side Elevation
30 JANUARY 2017
Proposed McDonald’s RestaurantColor Elevation Study048-0093 Madison, WI
Materials Legend
Brick (Main Building)Color - Black Diamond Velour by Belden Brick
Tile (Accent)Color - Whatever is replacing Plaza Nova
Wood (Arcades)E-wood Oak by Eurowest
Brand Wall/Underscore (Metal)Ron Red Alpolic Composite Panel
Glazing (Windows & Storefront)1” Insulated Clear Glass
Aluminum Frames (Prefinished)/Metal (Coping)Cityscape
Breakmetal (Painted)Color - BM-1631 - Midnight Oil by Benjamin Moore