Location Plan
Scale = None
Contractor to verify all dimensions.Contractor shall obtain all permits needed for construction.Contractor to verify location of telephone serviceand requirements of telephone company.Plumbing contractor to verify all existing sanitary sewerand water mains. Coordinate connections with municipality.HVAC contractor verify location and depth of gas mainand coodinate with gas company.Electrical contractor shall verify location and size ofof service. Coordinate with electric company.Property lines and building setbacks to be locatedby a Registered Land Surveyor.
1.2.3.
4.
5.
6.
7.
General Notes
Call Diggers hot-line before digging8.Contractor to verify smoke detection/fire detection system9.with electrical contractor prior to installationHVAC, Plumbing, and Electrical Contractors to design, obtain state10.approved plans prior to installation.Truss supplier to submit plans to state after11.approval by Architect and Owner.Building to be VB construction 12.Occupancy type R213.Allowable building area 9,000 sf14.
SHEET
CS
Date:
Scale:
Job #:
As Noted
05-01
09-09-2019
Pro
ject
:
Shee
t T
itle
:
5210 S
iggel
kow
Road
Co
ver
Sh
eet
Addre
ss:
Cit
y o
f M
adis
on
, W
I
C I A
on
cep
ts
n rch
itec
ture
, L
LC
Jeff
ery
Gro
enie
r, A
rch
itec
tW
12
5 A
mid
on
Ro
adB
roo
kly
n, W
I 5
35
21
60
8-6
98
-31
96
This
docu
men
t co
nta
ins
confi
den
tial
or
pro
pri
etar
yin
form
atio
n o
f C
once
pts
in A
rchit
ectu
re,
LL
C.
N
eith
erth
is d
ocu
men
t nor
the
info
rmat
ion h
erin
is
to b
e re
pro
duce
d,
dis
trib
ute
d,
use
d,
or
dis
close
d w
ithout
auth
ori
zati
on.
Pro
pose
d f
or:
Addre
ss:
52
10
Sig
gel
ko
w R
oad
Fre
dri
c A
DeV
ille
rs
Mad
iso
n, W
I 5
37
18
60
8-2
20
-61
29
cial
lc@
ho
tmai
l.co
m
Community Living Arrangement CBRF5210 Sigglekow RoadMadison, WI 53718(608)217-6781Contact: Fredric DeVillers
W125 Amidon RoadBrooklyn, WI 53521
Architect
Concepts in Architecture, LLC
(608)698-3196Contact: Jeff Groenier
LEAST THREE WORKING DAYS BEFORE YOU DIG.
HOTLINEDIGGERS
STATE LAW REQUIRES YOU TO NOTIFY OWNERS AND
OPERATORS OF TRANSMISSION FACILITIES AT
TOLL-FREE 1-800-242-8511
119 South Main StreetCottage Grove, WI 53527
Civil Engineer
MARS - EOR
(608)839-4422
Site Location
Sprinklered Per NFPA 1315.
Sheet Index
CS - Cover Sheet
A1 - Existing First Floor Plan
A3 - Existing Lower Level PlanA4 - New Lower Level Plan
A2 - New First Floor Plan
C110 - Existing Site PlanC120 - New Site PlanC130 - New Grading PlanC140 - New Utility PlanC510 - DetailsC520 - Details
L-1.0 - New Landscape Plan
A5 - Existing ElevationsA6 - New ElevationsA7 - New Roof Plan
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
SANSAN
SANSAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
WW
WW
WW
W
W
36"
4"4"
5"
5"
6"
6"
6"
9"
18"
2"
2"
4"
5"
5" 18"
18"
N1°
34'3
7"W
74.
29'
N1°
08'1
9"W
120
.01'
S1°2
5'48
"E 1
1.89
'
N87°28'05"E 28.74'
N88°06'04"E 171.64'
N88°11'29"E 117.80'
12" RCP
8" P
VC
12" RCP
12" RCP
8" PVC
30.3'45.0'
56.0
'
24.3
'
45.0'
27.8
'
29.8'
120'
60'
60'
66'33' 33'
97
12
13
96
8"8"
8"
TWIN OAKS
LOT 2
LOT 1C.S.M. 11508
FREE
SE L
ANE
SIGGELKOW ROAD
Existing 10' UtilityEasementDoc. No. 3834712
10'
C3
4.0'
34.45'
C1
5' CONC. S/W
BARK
GRASS
GRASS
L.S. CONC. D/W
GRASS
CONC.
GRASS
CONC. S/W
CONC. S/W
GRASS
GRASS
BIT.
CONC.
CONC. D/W
L.S.
BRICK
L.S.
CONC.
GVL.
GVL.
5' C
ON
C. S
/W
BARK
GRA
SS
CON
C.CO
NC.
GRA
SS
CON
C. S
/W
CON
C.
CONC. D/W
BIT.
GRA
SS
GRASS
GRASS
DECK
WD. RET. WALL
RIP-RAP
WOOD STEPSBEING REMOVED
BM TOP NUTHYD EL:889.27
BLOCK RET. WALL.
FENCE IS SOUTHOF LOT LINE 0.15'
FIRE-PIT
APPARENTUTILITY
EASEMENT
23.8'
38.2'
71.8'
8.8'
29.9' 26.0
'
EXISTING HOUSE5210 SIGGLEKOW RD.
FFE:894.91
WOODDECK
CONC.
EXISTING BUILDING22 KANAZAWA CIR.
GARAGE
EXISTING BUILDING18 KANAZAWA CIR.
EXISTING BUILDING4830 FREESE LN.
GRASS GRASS
W.W.
ESCAPE-WELL
INLET #1TC = 888.74
12" (S) INV = 885.16
INLET #2TC = 889.10
12" (N) INV = 885.23 48" STORM MH #1TC = 889.0712" (N) INV = 885.0312" (S) INV = 885.0112" (E) INV = 884.97
48" SAN MH #1TC = 887.65
8" (N) INV = 873.878" (W) INV = 873.90
48" STORM MH #2TC = 885.87
12" (W) INV = 881.7912" (E) INV = 881.73
48" SAN MH #2TC = 889.048" (N) INV = 875.648" (E) INV = 875.52
8
9
0
8
9
0
891
892
893
888
889
887
886
891
892
893
893
891
8
9
0
888
887
886
8
8
5
884
883
48" SAN MH #2TC = 882.64
8" (N) INV = 872.498" (E) INV = 872.72
BUILDINGSETBACKLINE
ELECTRICAL BOX
PLOT SCALE : 1" = 20' (22X34)
DANE EXISTING CONDITIONSCLIENT: COUNTY:P:\01482-0001 DEVILLERS-SIGGELKOW REDEVELOPMENT\DRAWINGS\SHEETS PLAN\C110 - EXISTING CONDITIONS.DWGFILE NAME : 9/11/2019 2:54 PMPLOT DATE : PLOT BY : CHRISTINE PELTO
PROJECT:PLOT NAME : ____________________
SHEET
REVI
SIO
N D
ATE:
5210 SIGGELKOW ROAD REDEVELOPMENT C110FRED DeVILLERS
119
SOU
TH M
AIN
STR
EET
COTT
AGE
GRO
VE, W
I 535
27
(608
) 839
.442
2
GENERAL NOTES
1. EXISTING CONDITIONS SHOWN ARE BASED ON A SURVEY CONDUCTED BY BURSE SURVEYING & ENGINEERING,INC. EMMONS & OLIVIER RESOURCES, INC TAKES NO RESPONSIBILITY FOR ACCURACY OF ANY EXISTINGCONDITIONS ELEVATIONS OR BENCHMARKS.
2. ALL WORK IN THE RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE CITY OF MADISON STANDARDSPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST ADDITION.
3. NO SITE GRADING SHALL BE PERFORMED OUTSIDE OF THE SILT FENCE / GRADING LIMITS EXCEPT AS NOTED.
FOR REVIEW
TO OBTAIN LOCATIONS OF PARTICIPANTUNDERGROUND FACILITIES BEFORE YOU DIG IN
WISCONSIN
WISCONSIN STATE STATUTE 182.0175(1974) REQUIRES MINIMUM THREE (3)WORK DAYS NOTICE BEFORE YOU EXCAVATE
CALL DIGGERS HOTLINE1-800-242-8511 TOLL FREE
E
UT
SAN
W
LEGEND
G
20.4X
3/4" SOLID IRON ROD FOUND
1.25" SOLID IRON FOUND
3/4" X 18" SOLID IRON RE-ROD SET, WT. 1.50lbs./ft.
SPOT ELEVATION
BURIED GAS LINE
WATER MAIN
SANITARY SEWER
STORM SEWER
BURIED TELEPHONE
BURIED ELECTRICBURIED FIBER OPTIC
WATER VALVE
GAS VALVE
GAS METER
FO
ST
( )
W
G
G
TV
E
T
ST
SN
TV PEDESTAL
ELECTRIC PEDESTAL
LIGHT POLE
TELEPHONE PEDESTAL
FIRE HYDRANT
SIGN
MAILBOX
STORM SEWER INLET
STORM SEWER MANHOLE
STORM SEWER STRUCTURE
SANITARY SEWER MANHOLE
INDICATES RECORDED AS
DISTANCES ARE MEASURED TO THE NEARESTHUNDREDTH OF A FOOT. BUILDINGS AREMEASURED TO THE NEAREST TENTH OF A FOOT.
LANDSCAPNGL.S.
WINDOW WELLW.W.
Bursesurveying & engineering2801 International Lane, Suite 101Madison, WI 53704 608.250.9263Fax: 608.250.9266email: [email protected]
Inc.
www.bursesurveyengr.com
SURVEYED BY :
SURVEYED FOR :FREDRIC A. DEVILLERS5210 SIGGELKOW RD.MADISON, WI, 53718
SURVEY NOTES
1. EXCEPT AS SPECIFICALLY STATED OR SHOWN ON THIS MAP, THIS SURVEY DOES NOT PURPORT TO REFLECTANY OF THE FOLLOWING WHICH MAY BE APPLICABLE TO THE SUBJECT REAL ESTATE: EASEMENTS; BUILDINGSETBACK LINES; RESTRICTIVE COVENANTS; SUBDIVISION RESTRICTIONS; ZONING OR OTHER LAND USEREGULATIONS; AND ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE.SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT.
2. NO ATTEMPT HAS BEEN MADE AS A PART OF THIS SURVEY TO OBTAIN OR SHOW DATA CONCERNINGEXISTENCE, SIZE, DEPTH, CONDITION, CAPACITY, OR LOCATION OF ANY UTILITY OR MUNICIPAL/PUBLIC SERVICEFACILITY. FOR INFORMATION REGARDING THESE UTILITIES OR FACILITIES, PLEASE CONTACT THE APPROPRIATEAGENCIES.
3. DATE OF FIELD WORK:12-19-18, 12-20-18, 01-02-19, 01-07-19 AND 01-09-2019.
4. SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD,ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT ANACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE.
5. ALL BUILDINGS, AND SURFACE AND SUBSURFACE IMPROVEMENTS ON AND ADJACENT TO THE SITE ARE NOTNECESSARILY SHOWN HEREON.
6. ALL TREES, HEDGES AND GROUND COVER ON THE SITE MAY NOT NECESSARILY BE SHOWN HEREON.
7. ROUTING OF PUBLIC UTILITIES IS BASED UPON DRAWINGS OBTAINED FROM THE CITY OF MADISONENGINEERING DEPARTMENT, MARKINGS PROVIDED BY DIGGER'S HOTLINE TICKET NUMBERS 20184809775,20184809795, 20184809800, 20184809835, 20184809837, AND VISIBLE ABOVE GROUND STRUCTURES.ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. NO EXCAVATIONS WERE MADE TOLOCATED UTILITIES. BEFORE EXCAVATIONS ARE PERFORMED CONTACT DIGGER'S HOTLINE.
8. TOTAL PARCEL AREA = 20,384 SQUARE FEET (LOTS COMBINED).
9. ELEVATIONS ARE BASED UPON NAVD88 DATUM. SURVEYOR TRANSFERRED ELEVATIONS TO THE SITE UTILIZINGRTK GPS SURVEYING OBSERVING THE WISCORS NETWORK. THE TOP NUT OF THE HYDRANT ON THE EAST SIDEOF FREESE LANE HAS AN ELEVATION OF 889.27.
10. SPOT ELEVATIONS AT EACH ENTRANCE AND FINISH FLOOR NEXT TO EACH ENTRANCE WERE CALCULATED BYRUNNING A CLOSED LEVEL CIRCUIT FROM LOCAL SITE BM OF 889.27.
OUTLOT 1 AND LOT 2, TWIN OAKS, AS RECORDED IN VOLUME 58-039A OF PLATS, ONPAGES 209-211, AS DOCUMENT NUMBER 3834712, DANE COUNTY REGISTRY, LOCATED
IN THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 34,TOWNSHIP 07 NORTH, RANGE 10 EAST, CITY OF MADISON, DANE COUNTY, WISCONSIN
BEAR
ING
S AR
E BA
SED
ON
THE
WIS
CON
SIN
CO
UN
TYCO
ORD
INAT
E SY
STEM
DAN
EZO
NE
Inches
0 10 20
SCALE 1" = 20' AT 22X34PAGE SIZE
SCALE 1" = 40' AT 11X17PAGE SIZE
12
13
8"
TWIN OAKS
LOT 2
LOT 1C.S.M. 11508
FREE
SE L
ANE
SIGGELKOW ROAD
10'
R6.3 R3.0 R2.0
R5.0
R5.0
R2.0
R7.0
R14.0R4.0R2.0
R14.
7
R14.7
R10.5 R10.
5
R10.0
R5.0
R3.0 R2.5
R5.0
R5.0
R5.0
PERMEABLE FILTRATION TRENCH
35.0'
7.0'
28.0'
7.7'
35.1'
25.1'
4.0'
4.0'
4.0'
4.0'
10.5'
28.1'
12.0'
18.0'
27.9'
24.0'
39.0'
12.0'
24.1'
7.0'
28.0'
20.0'
35.0'
28.0'
24.8'
PLOT SCALE : 1" = 10' (22x34)
DANE SITE PLANCLIENT: COUNTY:P:\01482-0001 DEVILLERS-SIGGELKOW REDEVELOPMENT\DRAWINGS\SHEETS PLAN\C120 - SITE PLAN.DWGFILE NAME : 9/11/2019 3:19 PMPLOT DATE : PLOT BY : CHRISTINE PELTO
PROJECT:PLOT NAME : ____________________
SHEET
REVI
SIO
N D
ATE:
5210 SIGGELKOW ROAD REDEVELOPMENT C120FRED DeVILLERS
119
SOU
TH M
AIN
STR
EET
COTT
AGE
GRO
VE, W
I 535
27
(608
) 839
.442
2
FOR REVIEW
TO OBTAIN LOCATIONS OF PARTICIPANTUNDERGROUND FACILITIES BEFORE YOU DIG IN
WISCONSIN
WISCONSIN STATE STATUTE 182.0175(1974) REQUIRES MINIMUM THREE (3)WORK DAYS NOTICE BEFORE YOU EXCAVATE
CALL DIGGERS HOTLINE1-800-242-8511 TOLL FREE
5210 SIGGELKOW ROAD
MAIN LEVEL FFE = 894.91LOWER LEVEL FFE = 886.68
RETAININGWALL
RETAININGWALL
RETAININGWALL
RETAININGWALL
Feet
0 5 10SITE PLAN NOTES
1. ALL WORK IN THE RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE CITY OFMADISON STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,LATEST ADDITION.
2. ALL CURB AND GUTTER AND SIDEWALK REPLACEMENT AS REQUIRED BY THECITY OF MADISON INSPECTOR WITHIN THE ROW SHALL BE INSTALLED PER THECITY OF MADISON STANDARD SPECIFICATIONS FOR PUBLIC WORKSCONSTRUCTION, LATEST ADDITION.
3. USE 4" WIDE, LATEX BASED, HIGH VISIBILITY PAINT FOR STALL LINES.COORDINATE COLOR WITH OWNER.
4. MARK AND STRIPE ADA PARKING SPACES APPROPRIATELY.
5. SIGNS TO MEET MANUAL ON UNIFORM TRAFFIC CONTROL AS TO COLOR,LETTERING AND DIMENSIONS AND SHALL BE INSTALLED AT A HEIGHT OF SEVENFEET.
6. PROVIDE SIDEWALK CONSTRUCTION JOINTS AT EVEN SPACING AT A DISTANCEAPART EQUAL TO THE SIDEWALK WIDTH AND AS IS TYPICAL IN CONCRETECONSTRUCTION.
7. PAVEMENT DESIGN SHALL BE PER THE RECOMMENDATION OF THE SOILSCONSULTANT.
8. THE APPLICANT SHALL REPLACE ALL SIDEWALK AND CURB AND GUTTER WHICHABUTS THE PROPERTY WHICH IS DAMAGED BY THE CONSTRUCTION OR ANYSIDEWALK AND CURB AND GUTTER WHICH THE CITY ENGINEER DETERMINESNEEDS TO BE REPLACED BECAUSE IT IS NOT AT A DESIRABLE GRADE REGARDLESSOF WHETHER THE CONDITION EXISTED PRIOR TO THE BEGINNING OFCONSTRUCTION.
SITE INFORMATION BLOCK
SITE ADDRESS: 5210 SIGGELKOW ROADLOT ACREAGE: 20,384 SF
USE OF PROPERTY: RESIDENTIALZONING: TR-C1
SETBACKS:FRONT YARD: 20-FEETREAR YARD: 35-FEETSIDE YARD: 7-FEET
MAXIMUM LOT AREA COVERAGE: 65%
EXISTING IMPERVIOUS SURFACE AREA: 5,773 SQ.FT.
NEW IMPERVIOUS SURFACE AREA: 6,624 SQ.FT.
TOTAL PROPOSED IMPERVIOUS AREA: 12,397 SQ.FT.
DISTURBANCE LIMITS: 25,100 SQ.FT.
PERCENT LOT IMPERVIOUS:EXISTING: 28.3%PROPOSED: 60.8%
LEGEND
BUILDING EDGE
EDGE OF PAVEMENT
SIDEWALK
LOT LINE
SETBACK LINE
WINDOWWELL (TYP.)
LAWN
LAWN
LAWN
LAWN
LAWN
LAWN
LAWN
LAWN
LAWN
LAWN
EX.DECK
CONC. SIDEWALK
CONC.
CONC.
CONC.
EX.CONC.
BITUMINOUS
BITUMINOUS
SIDEWALKS AREADA ACCESSIBLE
CONC.
BITUMINOUS
MEDIUMPAVEMENT
1C520
2C5204" SIDEWALK
TAPER EXISTINGRETAINING WALL
EXISTING RETAINING WALL
CONC. SIDEWALK
LAWN
LAWNLAWN
INSTALL RAILSALONG SIDEWALK
INSTALL RAILSALONG SIDEWALK
SCALE 1" = 10' AT 22X34PAGE SIZE
SCALE 1" = 20' AT 11X17PAGE SIZE
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
SANSAN
SANSAN
SANSAN
SANSAN
SANSAN
SANSAN
SAN
SAN
SAN
SAN
W W W
36"
4"4"
5"
6"
18"
2"
2"
18"
12" RCP
8" P
VC
12" RCP
12" RCP
8" PVC
12
13
8"
TWIN OAKS
LOT 2
LOT 1C.S.M. 11508
FREE
SE L
ANE
SIGGELKOW ROAD
10'
1.49
%0.
99% 0.
87%
2.18
%
1.51%
1.48
%1.
05%
6.03%
5.87%
10.0
0%
5.41%
PERMEABLE FILTRATION TRENCH
885
884
886
887
888
889
890
891
892
887
886
8
9
3
8
9
2
8
9
3
892
8
9
1
8
9
0
8
8
7
8
9
1
890
889
888
887
892
893
894
894
.87
894.80 894.80
894
.87
886.30 886.30
886.20 886.19
886.12 886.12
886.64
886.46
886.16
886.30
886.17 886.12
886.02
886.30
886.16
886.12
886.64
886.16
886.12
886.02
884.35
884.79
886.30
886.30
891.20
886.02 886.60
889.69 889.70
894.45
889.44
889.59
890.38
889.70
889.70 893.71
889.70
886.30
886
.68
886
.98
886.43
886.54
885.85
885.85
886.25
890.00
890.00 888.00 888.00 888.00 887.00 886.00 885.00
892.03 892.11 892.11 892.03
893.15 893.36
893.45
893.62
893.19 893.42
893.47
894.79
894.46
894.34
894.24
894.56
894.67
894.79
893.56
894.33
893.76 893.52 893.92
894.13 894.36 894.44
894.53
894.44 894.32
884.06
883.48
884.23
884.62
888.01
886.56
886.64
894
891
885.84
8.28
%8.
11%
5.91%
7.59%
2.19%
4.98%
1.34%
1.43%
889
894.40 894.40
6.00
%
894.79 894.79
886.73 891.16
10.0
0%
PLOT SCALE : 1" = 10' (22x34)
DANE GRADING AND EROSION CONTROL PLANCLIENT: COUNTY:P:\01482-0001 DEVILLERS-SIGGELKOW REDEVELOPMENT\DRAWINGS\SHEETS PLAN\C130 - GRADING AND EROSION CONTROL PLAN.DWGFILE NAME : 9/11/2019 3:43 PMPLOT DATE : PLOT BY : CHRISTINE PELTO
PROJECT:PLOT NAME : ____________________
SHEET
REVI
SIO
N D
ATE:
5210 SIGGELKOW ROAD REDEVELOPMENT C130FRED DeVILLERS
119
SOU
TH M
AIN
STR
EET
COTT
AGE
GRO
VE, W
I 535
27
(608
) 839
.442
2
GENERAL NOTES
1. EXISTING CONDITIONS SHOWN ARE FROM SURVEY PROVIDED BY BURSE SURVEYING AND ENGINEERING, INC.EMMONS & OLIVIER RESOURCES (EOR) TAKES NO RESPONSIBILITY FOR ACCURACY OF ANY EXISTINGCONDITIONS ELEVATIONS OR BENCHMARKS.
2. ALL WORK IN THE RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH CITY OF MADISON STANDARDS.
3. NO SITE GRADING SHALL BE PERFORMED OUTSIDE OF THE SILT FENCE / GRADING LIMITS / PROPERTY LINE /EASEMENTS EXCEPT AS NOTED.
4. THIS PROJECT HAS BEEN DESIGNED AND MUST BE CONSTRUCTED IN ACCORDANCE WITH ALL CITY OF MADISONSTANDARDS.
GRADING NOTES
1. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED IMMEDIATELY FOLLOWING GRADING ACTIVITIES. SEEDMIX TO BE IN ACCORDANCE WITH LANDSCAPE PLAN.
2. ALL PROPOSED GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL VERIFY ALL GRADES TO MAKESURE ALL AREAS DRAIN PROPERLY AND SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TOCONSTRUCTION.
3. CONTRACTOR TO DEEP TILL ALL COMPACTED PERVIOUS SURFACES PRIOR TO SEEDING AND MULCHING.
4. ALL LANDSCAPE AREAS SHALL BE RESTORED WITH A MINIMUM OF 12" OF TOPSOIL.
CONSTRUCTION SCHEDULE
- BEGIN CONSTRUCTION. INSTALL ALL PERIMETER EROSION CONTROL DEVICES AS SHOWN.
- SITE MASS GRADING.
- UTILITY CONSTRUCTION.
- FOOTING AND FOUNDATION CONSTRUCTION.
- CONSTRUCT BUILDING
- FINAL SITE GRADING, UTILITIES, AND RESTORATION
EROSION CONTROL NOTES
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IMPLEMENTED IN ACCORDANCE WIT THECURRENT WISCONSIN DEPARTMENT OF NATURAL RESOURCES (WDNR) EROSION AND SEDIMENT CONTROLTECHNICAL STANDARDS (dnr.wi.gov).
2. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO SITE DISTURBANCE.
3. ENGINEER / CITY OF MADISON HAS THE RIGHT TO REQUIRE OWNER / CONTRACTOR TO IMPLEMENTADDITIONAL EROSION CONTROL MEASURES AS NECESSARY.
4. EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE INSPECTED ONCE PER WEEK AND FOLLOWING EACHRAINFALL EVENT. INSPECTION REPORTING SHALL BE IN ACCORDANCE WITH CITY OF MADISON REQUIREMENTSSHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN EROSION AND SEDIMENT CONTROL PRACTICES INWORKING ORDER.
6. DEWATERING PRACTICES SHALL COMPLY WITH TECHNICAL STANDARD 1061.
7. ALL SLOPES EXCEEDING 20% (5:1) SHALL BE STABILIZED WITH A CLASS I, TYPE A URBAN EROSION MAT.
8. ALL SWALES SHALL BE STABILIZED WITH A CLASS I, TYPE B EROSION MAT.
9. DUST CONTROL SHALL BE MITIGATED IN ACCORDANCE WITH WDNR TECHNICAL STANDARD 1068.
10. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED IMMEDIATELY FOLLOWING FINAL GRADING ACTIVITIES.
11. SEED MIX AND RATE SHALL BE, AT A MINIMUM, IN ACCORDANCE WITH WDNR TECHNICAL STANDARD 1059.
12. TRACKED SOIL FROM THE SITE TO STREETS SHALL BE REMOVED AT THE END OF EACH WORKDAY OR ASDIRECTED BY THE CITY ENGINEER.
13. INSTALL PERIMETER CONTROLS ON THE DOWNSLOPE SIDE OF STOCKPILES AND PROVIDE TEMPORARY SEEDINGON STOCKPILES WHICH ARE TO REMAIN IN PLACE FOR MORE THAN SEVEN (7) DAYS.
14. INSTALL TRM PER MANUFACTURER'S RECOMMENDATIONS.
15. AREAS WHERE TRM IS INSTALLED SHALL BE RESTORED WITH SEED AND TYPE II CLASS C EROSION MATTING.
FOR REVIEW
TO OBTAIN LOCATIONS OF PARTICIPANTUNDERGROUND FACILITIES BEFORE YOU DIG IN
WISCONSIN
WISCONSIN STATE STATUTE 182.0175(1974) REQUIRES MINIMUM THREE (3)WORK DAYS NOTICE BEFORE YOU EXCAVATE
CALL DIGGERS HOTLINE1-800-242-8511 TOLL FREE
LEGEND
EX MINOR CONTOURS
EX MAJOR CONTOURS (5-FOOT)
PRO MINOR CONTOURS
PRO MAJOR CONTOURS (5-FOOT)
SILT FENCE
GRAVEL CONSTRUCTION ENTRANCE
STRUCTURE INLET PROTECTION
LOT LINE
SETBACK LINE
5210 SIGGELKOW ROAD
MAIN LEVEL FFE = 894.91LOWER FFE = 886.68
RETAININGWALL
RETAININGWALL
RETAININGWALL
1.5' WIDE - 6" SWALE
RETAININGWALL
CONSTRUCTIONENTRANCE
LIMITS OFDISTURBANCE
SILT FENCE
Feet
0 5 10
2C510
3C510
MATCH EXISTINGSIDEWALK GRADE
MATCH EXISTINGGRADE
INSTALL INLETPROTECTION
1C510
LAWNLAWN
LAWN
LAWN
LAWN
LAWN
LAWN
LAWN
LAWN
LAWN
EX.DECK
CONC. SIDEWALK
CONC.
CONC.
CONC.
EX.CONC.
BITUMINOUS
BITUMINOUS
CONC.
BITUMINOUS
MATCH EXISTINGSIDEWALK GRADE
MAILBOX (TYP.)
REMOVE EXISTINGCONCRETEDRIVEWAY APRON
CONC. SIDEWALK
SCALE 1" = 10' AT 22X34PAGE SIZE
SCALE 1" = 20' AT 11X17PAGE SIZE
DRAIN TILE ROUTEDUNDER WALL
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
SANSAN
SANSAN
SANSAN
SANSAN
SANSAN
SANSAN
SAN
SAN
SAN
SAN
W W W
12" RCP
8" P
VC
12" RCP
12" RCP
8" PVC
12
13
8"
TWIN OAKS
LOT 2
LOT 1C.S.M. 11508
FREE
SE L
ANE
SIGGELKOW ROAD
10'
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
WW
INLET #1TC = 888.74
12" (S) INV = 885.16
48" STORM MH #1TC = 889.07
12" (N) INV = 885.0312" (S) INV = 885.0112" (E) INV = 884.97
48" SAN MH #1TC = 887.65
8" (N) INV = 873.878" (W) INV = 873.90
48" SAN MH #2TC = 882.64
8" (N) INV = 872.498" (E) INV = 872.72
SANSANSAN
SANSAN
SANSAN
PLOT SCALE : 1" = 10' (22x34)
DANE UTILITY PLANCLIENT: COUNTY:P:\01482-0001 DEVILLERS-SIGGELKOW REDEVELOPMENT\DRAWINGS\SHEETS PLAN\C140 - UTILITY PLAN.DWGFILE NAME : 9/11/2019 3:27 PMPLOT DATE : PLOT BY : CHRISTINE PELTO
PROJECT:PLOT NAME : ____________________
SHEET
REVI
SIO
N D
ATE:
5210 SIGGELKOW ROAD REDEVELOPMENT C140FRED DeVILLERS
119
SOU
TH M
AIN
STR
EET
COTT
AGE
GRO
VE, W
I 535
27
(608
) 839
.442
2
FOR REVIEW
TO OBTAIN LOCATIONS OF PARTICIPANTUNDERGROUND FACILITIES BEFORE YOU DIG IN
WISCONSIN
WISCONSIN STATE STATUTE 182.0175(1974) REQUIRES MINIMUM THREE (3)WORK DAYS NOTICE BEFORE YOU EXCAVATE
CALL DIGGERS HOTLINE1-800-242-8511 TOLL FREE
LEGEND
PROPOSED WATER SERVICE
PROPOSED SANITARY SERVICE
EXISTING GAS
EXISTING STORM SEWER
LOT LINE
SETBACK LINE
PROPOSED STORM SEWER
EXISTING FIBER OPTIC
EXISTING UNDERGROUND ELECTRIC
5210 SIGGELKOW ROAD
FFE = 894.91FFE = 886.68
RETAININGWALL
RETAININGWALL
RETAININGWALL
RETAININGWALL
Feet
0 5 10
GENERAL NOTES
1. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A CITY LICENSEDCONTRACTOR.
2. ALL MUNICIPAL UTILITY CONNECTIONS, WORK IN ROW, PUBLIC OUTLOTS, AND PUBLIC EASEMENTSSHALL BE IN ACCORDANCE WITH CITY OF MADISON STANDARD SPECIFICATIONS - LATEST EDITION.
3. CONTRACTOR SHALL OBTAIN APPROPRIATE PERMITS FOR STREET OPENINGS & TO WORK WITHINTHE CITY'S LAND AND EASEMENTS IF REQUIRED.
4. BUILDING CORNERS ARE APPROXIMATE AND FOR GENERAL BUILDING FOOTPRINT ONLY. REFER TOFOUNDATION PLAN FOR DIMENSIONS.
5. EOR SHALL BE HELD HARMLESS AND DOES NOT WARRANT ANY DEVIATION BY THE OWNER ORCONTRACTOR FROM THE APPROVED CONSTRUCTION PLANS THAT MAY RESULT IN DISCIPLINARYACTIONS BY REGULATORY AGENCIES.
6. IF ANY ERRORS, DISCREPANCIES, OR OMISSIONS WITHIN THE PLAN BECOME APPARENT, IT SHALL BEBROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATIONOR REDESIGN MAY OCCUR.
7. ALL PRIVATE UTILITIES (GAS, ELECTRIC, AND TELECOMMUNICATIONS) SERVING EXISTING BUILDINGSSCHEDULED FOR DEMOLITION TO BE ABANDONED OR REMOVED BY CORRESPONDING UTILITYCOMPANY.
8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF UNDERGROUND UTILITIES.UTILITIES WERE LOCATED BY OBSERVED EVIDENCE, MARKINGS PROVIDED BY DIGGER'S HOTLINE, ANDRECORD DRAWINGS FROM THE CITY OF MADISON.
9. CONTRACTOR SHALL VERIFY THE SIZE, TYPE, SLOPE, AND INVERTS OF ALL EXISTING STORM ANDSANITARY LATERALS CALLED OUT TO BE CONNECTED TO. CONTRACTOR SHALL SUBMIT THEINFORMATION ON THE PIPES TO THE CITY INSPECTOR AND PROJECT CIVIL ENGINEER.
10. ANY SIDEWALK, CURB, OR OTHER PUBLIC PROPERTY DAMAGED AS PART OF THE CONSTRUCTION OFTHE UTILITIES AND BUILDING SHALL BE REPLACED IN-KIND PER THE CITY OF MADISON'S STANDARDSPECIFICATION.
11. THE ROW IS THE SOLE JURISDICTION OF THE CITY OF MADISON AND IS SUBJECT TO CHANGE AT ANYTIME PER THE RECOMMENDATION/PLAN OF TRAFFIC ENGINEERING AND CITY ENGINEERINGDEPARTMENTS.
UTILITY PLAN NOTES
1. DIMENSIONS TAKE PRECEDENCE OVER SCALE. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD.
2. LENGTHS OF ALL UTILITIES ARE TO CENTER OF STRUCTURES OR FITTINGS AND MAY VARY SLIGHTLYFROM PLAN. LENGTHS SHALL BE VERIFIED IN THE FIELD DURING CONSTRUCTION.
3. CONTRACTOR SHALL VERIFY ALL ELEVATIONS, LOCATIONS, AND SIZES OF SANITARY, WATER ANDSTORM LATERALS AND CHECK ALL UTILITY CROSSINGS FOR CONFLICTS.
4. THE PROPOSED IMPROVEMENTS MUST BE CONSTRUCTED IN ACCORDANCE WITH ENGINEERINGPLANS DESIGNED TO MEET ORDINANCES AND REQUIREMENTS OF THE MUNICIPALITY AND WISDOT,WISDSPS, AND WDNR.
5. PRIOR TO CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR:· EXAMINING ALL SITES CONDITIONS RELATIVE TO THE CONDITIONS INDICATED ON THE
ENGINEERING DRAWINGS. ANY DISCREPANCIES ARE TO BE REPORTED TO THE ENGINEER ANDRESOLVED PRIOR TO THE START OF CONSTRUCTION.
· OBTAINING ALL PERMITS INCLUDING PERMIT COSTS, TAP FEES, METER DEPOSITS, BONDS, AND ALLOTHER FEES REQUIRED FOR PROPOSED WORK TO OBTAIN OCCUPANCY.
· VERIFYING UTILITY ELEVATIONS AND NOTIFYING ENGINEER OF ANY DISCREPANCY. NO WORK SHALLBE PERFORMED UNTIL THE DISCREPANCY IS RESOLVED.
· NOTIFYING ALL UTILITIES PRIOR TO THE INSTALLATION OF ANY UNDERGROUND IMPROVEMENTS.· NOTIFYING THE DESIGN ENGINEER AND MUNICIPALITY 48 HOURS PRIOR TO THE START OF
CONSTRUCTION TO ARRANGE FOR APPROPRIATE CONSTRUCTION OBSERVATION.
6. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE ENGINEER WITH AS-BUILT CONDITIONS OFTHE DESIGNATED IMPROVEMENTS IN ORDER THAT THE APPROPRIATE DRAWINGS CAN BE PREPARED,IF REQUIRED. ANY CHANGES TO THE DRAWINGS OR ADDITIONAL ITEMS MUST BE REPORTED TO THEENGINEER AS WORK PROGRESSES.
7. ANY SANITARY SEWER , SANITARY SEWER SERVICES, WATER MAIN, WATER SERVICES, STORM SEWER,OR OTHER UTILITIES, WHICH ARE DAMAGED BY THE CONTRACTORS, SHALL BE REPAIRED TO THEOWNER'S SATISFACTION AT THE CONTRACTOR'S EXPENSE.
8. MINIMUM 6.5' COVER OVER PRIVATE WATER MAINS BETWEEN PUBLIC MAINS, UP TO ANDINCLUDING PRIVATE HYDRANTS.
9. CONTRACTOR SHALL NOTIFY THE CITY OF MADISON PUBLIC WORKS DEPARTMENT A MINIMUM OF 48HOURS BEFORE CONNECTING TO PUBLIC UTILITIES.
10. IN ACCORDANCE WITH ACT 425 OF THE WISCONSIN LEGISLATURE, LOCATED IN SECTION 182.0715(2r)OF THE STATE STATUES AND OTHER APPLICABLE REQUIREMENTS, ALL NON-METALLIC BUILDINGSEWER AND WATER SERVICES MUST BE ACCOMPANIED BY MEANS OF LOCATING UNDERGROUNDPIPE. TRACER WIRE VALVE BOXES SHALL BE INSTALLED ON ALL LATERALS AND AS INDICATED ONTHESE PLANS.
11. ALL EXTERIOR CLEANOUTS SHALL BE PROVIDED WITH A FROST SLEEVE IN ACCORDANCE WITH SPS382.35(5)(a) AND SPS 384.30(2)(c).
12. ALL PRIVATE SANITARY BUILDING SEWER PIPE AND TUBING SHALL CONFORM TO SPS 384.30-3.
13. WATER MAINS UP TO AND INCLUDING PRIVATE HYDRANTS ARE REQUIRED TO BE INSTALLED PER THELATEST EDITION OF THE CITY OF MADISON STANDARD SPECIFICATIONS FOR PUBLIC WORKSCONSTRUCTION.
14. ALL PRIVATE PIPE AND TUBING FOR WATER SERVICE SHALL CONFORM TO SPS 384.30-7.
15. CONTRACTOR SHALL VERIFY AND COORDINATE ALL UTILITY CONNECTIONS WITH THE BUILDINGPRIOR TO CONSTRUCTION.
16. ALL CONNECTIONS TO PUBLIC WATER MAIN AND SANITARY MANHOLES SHALL BE COMPLETED INACCORDANCE WITH THE LATEST EDITION OF THE CITY OF MADISON STANDARD SPECIFICATIONS FORPUBLIC WORKS CONSTRUCTION.
17. OPEN PICKHOLES ARE PROHIBITED IN SANITARY MANHOLES.
SAN
G
W
ST
LAWN
LAWN
LAWNLAWN
LAWN
LAWN
LAWN
LAWN
LAWN
LAWN
EX.DECK
CONC. SIDEWALK
CONC.
CONC.
CONC.
EX.CONC.
BITUMINOUS
BITUMINOUS
CONC.
BITUMINOUS
APPROXIMATESANITARY LATERALLOCATION
4" CLASS 52 D.I.
4" PVC
RELOCATEEXISTING UTILITIESAS NEEDED
RELOCATEEXISTING UTILITIES
AS NEEDED
6" HDPE PERFORATEDPATIO UNDERDRAIN CONC. SIDEWALK
APPROXIMATESANITARY LATERAL
LOCATION
APPROXIMATESANITARY LATERAL
LOCATION
FO
4" PVC
4" P
VC
4" P
VC
CUT EXISTINGSANITARY LATERAL
PATIO DRAIN
PATIO DRAIN
UE
SCALE 1" = 10' AT 22X34PAGE SIZE
SCALE 1" = 20' AT 11X17PAGE SIZE
6" HDPE DRAIN TILEROUTED UNDERWALL
PERMEABLEFILTRATION TRENCH6" HDPE PERFORATEDUNDERDRAIN
PLOT SCALE : N.T.S.
DANE EROSION CONTROL DETAILSCLIENT: COUNTY:P:\01482-0001 DEVILLERS-SIGGELKOW REDEVELOPMENT\DRAWINGS\SHEETS PLAN\C510 - EROSION CONTROL DETAILS.DWGFILE NAME : 9/11/2019 9:40 AMPLOT DATE : PLOT BY : CHRISTINE PELTO
PROJECT:PLOT NAME : ____________________
SHEET
REVI
SIO
N D
ATE:
5210 SIGGELKOW ROAD REDEVELOPMENT C510FRED DeVILLERS
119
SOU
TH M
AIN
STR
EET
COTT
AGE
GRO
VE, W
I 535
27
(608
) 839
.442
2
FOR REVIEW
GEOTEXTILE FABRIC
EXISTING ROAD
50'
12" MIN.
30'
CLEAR STONE
CONSTRUCTION ENTRANCE (TRACKING PAD)
MATERIAL NOTES
1. THE AGGREGATE FOR TRACKING PAD SHALL BE 3-6"CLEAR STONE.
2. THE TRACKING PAD SHALL BE UNDERLAIN WITH AWDOT TYPE R GEOTEXTILE FABRIC.
INSTALLATION NOTES
1. INSTALLATION SHALL CONFORM WITH THE REQUIREMENTS OF WDNR CONSERVATION PRACTICESTANDARD 1057.
2. THE TRACKING PAD SHALL BE INSTALLED PRIOR TO ANY TRAFFIC LEAVING THE SITE. STONE TRACKINGPAD SHALL BE USED AT ALL POINTS OF CONSTRUCTION EGRESS.
3. DIMENSIONS OF THE TRACKING PAD SHALL BE MINIMUM AS NOTED ON THE FIGURE ABOVE.
4. SURFACE WATER SHALL BE PREVENTED FROM PASSING THROUGH THE TRACKING PAD. FLOWS SHALL BEDIVERTED AWAY FROM TRACKING PADS OR CONVEYED UNDER AND AROUND THEM USING CULVERTSOR OTHER PRACTICES.
5. TRACKING PAD SHALL BE REMOVED OR INCORPORATED INTO GRAVEL DRIVEWAY ONLY AFTERCONSTRUCTION IS COMPLETE AND THE SITE HAS BEEN STABILIZED.
INSPECTION & MAINTENANCE NOTES
1. STONE TRACKING PADS SHALL BE INSPECTED WEEKLY AND WITHIN 24 HOURS AFTER EVERY PRECIPITATIONEVENT THAT PRODUCES 0.5 INCHES OF RAIN OR MORE DURING A 24 HOUR PERIOD.
2. ADDITIONAL AGGREGATE SHALL BE PLACED IF THE TRACKING PAD BECOMES BURIED OR IF SEDIMENT ISNOT BEING REMOVED EFFECTIVELY FROM THE VEHICLE TIRES.
3. A MINIMUM 30-FEET WIDE BY 50-FEET LONG BY 12-INCH THICK PAD SHALL BE MAINTAINED AT ALL TIMES.
4. THE TRACKING PAD PERFORMANCE SHALL BE MAINTAINED BY SCRAPING OR TOP-DRESSING WITHADDITIONAL AGGREGATE.
5. ANY SEDIMENT TRACKED ONTO A PUBLIC OR PRIVATE ROAD SHOULD BE REMOVED BY STREET CLEANINGAT THE END OF EACH WORKING DAY.
6. MAINTENANCE SHALL BE COMPLETED AS SOON AS POSSIBLE WITH CONSIDERATION FOR SITE CONDITIONS.
3C500
FLOW DIRECTION
WOVEN GEOTEXTILE FABRIC
ANCHOR TRENCH
SECURE FABRIC TO POST WITH 0.5" STAPLES IN 5PLACES MIN.
SUPPORT CORD
118 " x 11
8 " x 48" (MIN.) AIR OR KILN DRIEDHICKORY OR OAK POSTS
GEOTEXTILE FABRIC
18" MIN. POLYESTER OR
NYLON SUPPORT CORD
FOLD 3" MAX.
FLOW
4" WIDE x 6" DEEPANCHOR TRENCH
8" MIN. GEOTEXTILE INANCHOR TRENCH
BACKFILL ANDCOMPACT ANCHOR
TRENCH
20" MIN. POST BURIAL
24" +
/-
FLOW
6' TYP. / 8' MAX.
MATERIAL NOTES1. GEOTEXTILE FABRIC SHALL BE WOVEN AND SHALL CONFORM TO THE MATERIAL
REQUIREMENTS LISTED IN SECTION 628 OF THE WISDOT STANDARD SPECIFICATIONS FORHIGHWAY AND STRUCTURE CONSTRUCTION, 2018 EDITION.
INSTALLATION NOTES1. INSTALLATION SHALL CONFORM WITH THE REQUIREMENTS OF WDNR CONSERVATION
PRACTICE STANDARD 1056.
2. CONSTRUCT THE SILT FENCE IN AN ARC WITH THE ENDS POINTING UPSLOPE TO AVOIDEROSION AROUND THE ENDS OF THE FENCE.
3. FAILURE TO PROPERLY ANCHOR SILT FENCE COULD RESULT IN WATER AND SEDIMENTRELEASE BENEATH THE SILT FENCE.
4. CONSTRUCT THE FENCE FROM A CONTINUOUS ROLL OF GEOTEXTILE TO AVOID JOINTS.WHERE JOINTS ARE NECESSARY, OVERLAP TO THE NEXT POST OR WRAP ADJOINING FABRICSTOGETHER AROUND THE JOINT POST AND TIGHTLY FASTEN.
5. SILT FENCE SHALL NOT BE USED IN AREAS OF CONCENTRATED FLOW.
6. WHEN NOT USED IN CONJUNCTION WITH OTHER PRACTICES, INSTALL SILT FENCE PER THESPACING REQUIREMENTS OF THE FOLLOWING TABLE:
SLOPE FENCE SPACING<2% 100 FEET2-5% 75 FEET
5-10% 50 FEET10-33% 25 FEET
>33% 20 FEET
SILT FENCE
INSERT 12 INCHES OF FABRIC AMINIMUMOF 6 INCHES DEEP (FABRIC MAY BEFOLDED BELOW THE GROUND LINE).
TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES
(PLAN VIEW)
Flo
w
FABRIC
GROUND LINE
1
1
INSTALL PARALLEL TOGROUND CONTOUR.
INSTALL "J-HOOK" AT EACH END OF ANINDIVIDUAL SECTION OF SILT FENCE.
200'-0" MAX LENGTH PER SECTION(600'-0" IF SLOPE IS FLATTER THAN 5%)
SEE PLANS FOR SPACING
GROUND CONTOURS
'T' STEELFENCE POST4'-0" MIN.
ATTACHMENT TO POST
FABRIC
WIRE ORCABLE TIES
POST
1
DETAILS OF SILT FENCE ON LONGITUDINAL SLOPES
1
GROUND LINE FABRIC
24"36"
8'-0" SPACING2
REDUCE POST SPACING TO 5'-0" ATWATER CONCENTRATION AREAS, OR ASREQUIRED TO ADEQUATELY SUPPORTFENCE.
TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES(PROFILE VIEW)
2
2C500
COMBINATION INLET
FILTER FOR CURB
HOODS
STAINLESS STEEL ROUND INLET
FILTERS for NYLOPLAST CASTINGS
CATCH-ITS SPECIFIED W/ FX or
FX-S BAGS
REAR CURB GUARDFLAP WITH MAGNETICTIE DOWNS
REPLACEABLE SEDIMENT BAGSWITH GEOTEXTILE FILTER FABRIC
STAINLESS STEELCLAMPING BAND
11 GA GALVANIZED STEELSUSPENSION SYSTEM LIFT HANDLES
STANDARD 2"OVERFLOW AREA
TYPICAL RECTANGULAR INLET
FILTER
TYPICAL ROUND INLET FILTER
GENERAL NOTES
INSTALLATION NOTES
1. REMOVE GRATE.
2. DROP FLEXSTORM INLET FILTER ONTO LOAD BEARING LIP OF CASTINGOR CONCRETE STRUCTURE.
3. REPLACE GRATE.
1. INLET PROTECTION DEVICES SHALLBE MAINTAINED OR REPLACED ATTHE DIRECTION OF THE ENGINEER.
2. WHEN REMOVING ORMAINTAINING INLET PROTECTION,CARE SHALL BE TAKEN SO THATTHE SEDIMENT TRAPPED DOESNOT FALL INTO THE INLET. ANYMATERIAL FALLING INTO THE INLETSHALL BE REMOVED IMMEDIATELY.
12" MIN.
12"
12" MIN.
12"
2" KEY TRENCH
SLOPE
SPACING
<2%
FLO
W
DIR
EC
TIO
N
STAKE DETAIL - PLACED OVER EXISTING
VEGETATION
FLO
W
DIR
EC
TIO
N
50 FEET
75 FEET
100 FEET
SLOPE
SURFACE
WOOD STAKE
SLOPE
SURFACE
5 to 10%
2 - 5%
MATERIAL NOTES
1. PERIMETER SEDIMENT CONNOTE PRACTICES SHALL CONSIST OF STRAWWATTLES OR PROPRIETARY MATERIALS.
2. EROSION MAT SHALL BE SELECTED AND INSTALLED PER THEREQUIREMENTS LISTED IN STANDARD DETAIL D2.
3. WOOD STAKES SHALL BE AIR OR KILN DRIED HICKORY OR OAK WITH THEFOLLOWING DIMENSIONS:11
8" X 118" X REQUIRED LENGTH
INSTALLATION NOTES
1. INSTALLATION SHALL CONFORM WITH THE REQUIREMENTS OFAPPLICABLE WDNR CONSERVATION PRACTICE STANDARDS.
2. PROPRIETARY MATERIALS SHALL BE INSTALLED PER MANUFACTURER'SRECOMMENDATIONS.
3. WHEN JOINTS ARE NECESSARY, OVERLAP AND SECURE TO MINIMIZEPOTENTIAL FOR CONCENTRATED FLOW.
4. INSTALL ALL PERIMETER SEDIMENT CONTROL PRACTICES SUCH THAT THEENDS TIE INTO THE SLOPE TO PREVENT EROSION
FROM CONCENTRATED FLOW AROUND THE ENDS.
5. PERIMETER SEDIMENT CONTROL PRACTICES SHOULD BE USED INCONJUNCTION WITH PERMANENT RESTORATION PRACTICES.
6. WHEN NOT USED IN CONJUNCTION WITH OTHER PRACTICES, INSTALLPERIMETER SEDIMENT CONTROL PRACTICES PER THE
SPACING REQUIREMENTS (DISTURBED SLOPE LENGTH) NOTED INTHE FOLLOWING TABLE:
DISTURBED
AREA
STRAW
WADDLE /
PROPRIETARY
DEVICE
SEDIMENT
BARRIER
TOP OF OVERFLOW
SCOUR PROTECTION
(EROSION MAT TYP.)
TO EXTEND 1' MIN. FROM
SEDIMENT BARRIER
PERIMETER
BARRIER
WOOD STAKE
SRAW WADDLE/
PROPRIETARY
MATERIALS
TIE ENDS INTO
SLOPE
EROSION MAT (DETAIL D-3)
UPSLOPE - EXTEND 1' MIN.
UPSLOPE OF SEDIMENT
BARRIER DOWNSLOPE -
EXTEND TO ADDITIONAL
EROSION CONTROL
PRACTICES OR
ESTABLISHED VEGETATION
ESTABLISHED
VEGETATION
OVERFLOW
SCOUR
PROTECTION
CUT EXISTING VEGETATION
WHERE PLACING PERIMETER
SEDIMENT BARRIER
F
L
O
W
D
I
R
E
C
T
I
O
N
STAKE DETAIL - TRENCHED IN
2' O.C. TYP.
SILT SOCK4C500
48" SPACING TYP.
48" TYP. OTHERWISE
FLOW
6" OVERLAP
2 ROWS OF STAPLES4" APART
STAPLES ARE THROUGHBOTH BLANKETS
BLANKET OVERLAP,2"-4"
TRENCH APPROX.10" WIDE x 8" DEEP
1 ROW OFSTAPLES
2 ROWS OFSTAPLES
SOIL PILEFROM TRENCH
FLOW
2 ROWS OFSTAPLES, 4" SPACINGBETWEEN ROWS, 12"SPACING BETWEENSTAPLES
STEP 1
STEP 2
FLOW
12" TYP. AT TOP
36" MIN. FROM
BASE OF SLOPE
MATERIAL NOTES
INSPECTION & MAINTENANCE NOTES
1. AT A MINIMUM, PERFORM INSPECTIONS WEEKLY AND WITHIN24 HOURS OF PRECIPITATION EVENTS PRODUCING 0.5 INCHES ORMORE OF RAINFALL.
2. INSTALL ADDITIONAL ANCHORING IN AREAS OF OBSERVEDRILLING AND CONCENTRATED FLOW BENEATH THE EROSIONMAT. IF RILLING IS SEVERE ENOUGH TO PREVENT VEGETATIONESTABLISHMENT, REMOVE EROSION MAT, REGRADE, COMPACT,RE-SEED, AND REPLACE THE SECTION OF MAT.
3. IF PRODUCTS WITH PLASTIC NETTING ARE USED, REMOVENETTING OR REPLACE MAT IF SEPARATION OF THE NETTINGFROM THE MAT IS OBSERVED.
4. ALL MAINTENANCE ACTIVITIES SHOULD OCCUR AS SOON ASPOSSIBLE WITH CONSIDERATION OF SITE CONDITIONS.
INSTALLATION NOTES
1. INSTALLATION SHALL CONFORM WITH WDNRCONSERVATION PRACTICE STANDARD 1052.
2. EROSION MAT SHALL BE IN FIRM AND CONTINUOUSCONTACT WITH THE SOIL AND EXTEND UPSLOPEONE-FOOT FROM LAND DISTURBANCE.
3. EROSION MAT SHALL BE ANCHORED, OVERLAPPED,STAKED AND ENTRENCHED PER THE MANUFACTURER'SRECOMMENDATIONS. THIS STANDARD DETAIL IS ANEXAMPLE OF TYPICAL INSTALLATION GUIDANCE.
4. WHERE POSSIBLE, USE A SINGLE ROLL OF EROSIONCONTROL MAT TO SPAN THE DISTURBED AREA.
1. STAPLES USED FOR CLASS I TYPES B MATS SHALL BE 1-2 INCHWIDE, U-SHAPED, MADE OF NO.11 (3.05mm) OR LARGERDIAMETER STEEL WIRE, AND NOT LESS THAN 6 INCHES LONGFOR FIRM SOILS AND 12 INCHES LONG FOR LOOSE SOILS.
2. ANCHORING DEVICES FOR URBAN MATS SHALL BE SELECTEDBASED UPON THE REQUIREMENTS OF THE WISDOT PAL.
EROSION CONTROL MAT (SLOPES)5C500
INLET PROTECTION, FRAMED (FLEXSTORM CATCH-IT)1C500
PLOT SCALE : N.T.S.
DANE DETAILSCLIENT: COUNTY:P:\01482-0001 DEVILLERS-SIGGELKOW REDEVELOPMENT\DRAWINGS\SHEETS PLAN\C520 - DETAILS.DWGFILE NAME : 9/11/2019 9:39 AMPLOT DATE : PLOT BY : CHRISTINE PELTO
PROJECT:PLOT NAME : ____________________
SHEET
REVI
SIO
N D
ATE:
5210 SIGGELKOW ROAD REDEVELOPMENT C520FRED DeVILLERS
119
SOU
TH M
AIN
STR
EET
COTT
AGE
GRO
VE, W
I 535
27
(608
) 839
.442
2
FOR REVIEW
RECOMMENDED MEDIUM-DUTY PAVEMENT SECTION
MATERIALLAYER
THICKNESS,IN.
WDOT SPECIFICATION
BITUMINOUS UPPER LAYER (SURFACECOURSE) 2
SECTION 460, TABLE 460-1, 9.5 mm
BITUMINOUS LOWER LAYER (BINDERCOURSE) 2
SECTION 460, TABLE 460-1, 12.5 mm
DENSE GRADED BASE COURSE 8 SECTIONS 301 AND 305, 75 AND 31.5 mmGEOTEXTILE NO N/A
TOTAL THICKNESS 12
SEE TABLE BELOWFOR LAYERTHICKNESS
8" DENSE GRADEDBASE COURSE (SEETABLE BELOW)
NOTES:
1. WISCONSIN DOT STANDARD SPECIFICATIONS FOR HIGHWAY ANDSTRUCTURE CONSTRUCTION, LATEST EDITION, INCLUDING SUPPLEMENTSPECIFICATIONS, BUT EXCLUDING LIMITATIONS IN SECTION 460.3.2RESTRICTING LAYER THICKNESS BY AGGREGATE SIZE.
2. COMPACTION REQUIREMENTS:-BITUMINOUS CONCRETE: REFER TO SECTION 460-3-BASE COURSE: REFER TO SECTION 301.3.4.2, STANDARD COMPACTION
3. MIXTURE TYPE E-0.3 BITUMINOUS PAVEMENT IS RECOMMENDED; REFERTO SECTION 460 TABEL 460-2 OF THE STANDARD SPECIFICATIONS
MEDIUM PAVEMENT SECTION - PARKING LOT12C501
VARIESR/W
1' TYP. VARIESVARIES
4.0% MIN.4:1 MAX.
SEEDRESTORATION (TYP.)
4"- 3/4" DENSE GRADED BASE
EXISTING GROUND
4-" CONCRETE SIDEWALK
EXISTING CURB& GUTTER
1.5%
6"
SIDEWALK TYPICAL SECTION14C501
LINE THE INTERIOR OF THEBOX WITH A PLASTIC FILM(6 MIL MINIMUM GAUGE)
2"X12" WOOD FRAME
CONCRETE WASHOUT BOX DETAIL15C501
NOTES:
1. CONTENTS OF WASHOUTBOX SHALL BE DISPOSED OFOFF-SITE
8' NOMINAL
8' NOMINAL
L-1.0
0' 15' 30'
Scale: 1"=30'-0"
Fred
ric A
. DeV
iller
s
CITY
OF
MAD
ISO
N, W
I 537
1852
10 S
igge
lkow
Roa
d
CLIE
NT
ISSU
ANCE
/REV
ISIO
N
PLAN
SUB
MIT
TAL
DAT
E
07-1
6-19
(3) Wine and Roses Weigela
(3) Neon Flash Spirea
(3) Little Lime Hydrangea
1 LANDSCAPE PLAN
HARDWOOD
FORMSAUCER
(CEDAR) MULCH
NTS
COMPACTED SOIL MIX TO FORM
FORM SAUCER WITH
8"8" VARIES
SHRUB PLANTING3
MIN. MIN. BREAK SUBGRADEWITH PICK
COMPACTED SOIL MIX TO FORM PEDESTAL AS SHOWN
CONTINUOUS RIM
2NTS
TREE PLANTING
MIN.
MIN.12"
MIN.12"
REMOVE BURLAP FROMUPPER 1/3 OF BALL.
BREAK SUBGRADE WITH PICKPEDESTAL AS SHOWN
IF NECESSARY
6"
2" X 2" X 8' CEDAR STAKES2 REQUIRED FOR 1 1/2"CAL.AND LARGER; 3 REQ. FOR 3" CAL. AND LARGER TREE
PLANTING MIX W/NO LARGE STONES-
ROLL BACK TOP HALF OFBURLAP WRAP
5-20% CLAY, 5-35% SILT50-80% MEDIUM AND COARSE SAND,
2 STRAND TWISTED 12 GUAGEGAL. WIRE ENCASED IN 1" DIA.RUBBER HOSE
DEPRESSED AREA FOR PLANTINGS - SEE GRADING PLAN
PLANT SPACING TO BE 12" O.C., STAGGEREDPRAIRIE WILDFLOWERS AND GRASSES.
I N F I L T R A T I O N
OVERLAND FLOW/DOWNSPOUTSCONTRIBUTE WATER
COCONUT FIBER MAT
PLANTS; EQUAL MIX 2 1/2" PLUGS. RANDOM PLANT.
AFTER PLANTING
NTS
INFILTRATION AREAS5
3" WOOD MULCH
PLANT SPACING PER LANDSCAPE BED OR SCHEDULE
NTS
PERENNIAL PLANTING4
Butterfly Weed, Blue False Indigo, White False IndigoPurple Coneflower. Blue Flag Iris. Cardinal FlowerMarsh Blazingstar, Brown Eyed Susan, Stiff GoldenrodBottlebrush Sedge, Fox Sedge, Torrey's Rush Switch Grass
PLANTING MIX W/NO LARGE STONES-
5-20% CLAY, 5-35% SILT50-80% MEDIUM AND COARSE SAND,
PLANTING MIX W/NO LARGE STONES-
5-20% CLAY, 5-35% SILT50-80% MEDIUM AND COARSE SAND,
6"
3"
Landscape Calculations and Distribution (Site is TR-C1 Zoning) :
Total sf of developed area =4,000 sfDeveloped area divided by (300) x 5 = 67 Points Required
Tabulation of Points and Credits:Existing Proposed
Plant Type/Element Min. size Points Qty. Pts. Qty. Pts.Overstory Deciduous Tree 2 1/2" cal. 35 1 35 3 105Ornamental tree 1 1/2" cal. 15 2 30 3 45Upright evergreen shrub 3-4 feet tall 10 - - 1 10Shrub, deciduous 18" or 3 gal. 3 - - 70 210Shrub, evergreen 18" or 3 gal. 4 - - 4 16Ornamental grasses 18" or 3 gal. 2 - - 18 18Ornamental fence or wall na 4 per 10 lf - - 165 66
Total 65 471536 Total Points Provided (67 Required)
Five (5) landscape points shall be provided per each (300) sf of developed area
Total lf of lot frontage = 281 (1 tree/30lf = 5 shrubs/30lf)Required Trees = 9
Development Frontage Landscaping
Required Shrubs = 47Provided Trees = 6 new + 3 existingProvided Shrubs = 47
GENERAL NOTES:1. Trees and shrub groupings are to receive mulch beds consisting of amixture of recycled, brown dyed wood mulch spread to a 3" min. depth.
2. "Lawn" areas shall be finish graded and seeded at a rate of 4 lbs. per 1,000sq. ft. Basis of Design: Madison Parks Lawn Seed Mix. EarthCarpetCorporation. (www.seedsolutions.com)
3. Landscape Contractor shall provide regular maintenance until a date 90days after completion of planting. Maintenance shall begin when all plantingis completed and accepted by Owner. Maintanance operations shall includewatering and weeding. Contractor shall provide temporary irrigationequipment if needed to provide a minimum of 1" of water per weekthroughout the maintenance period for all planting areas.
4. Landscape Contractor shall guarantee to replace once, without charge, anyplant material that dies within one year of installation providing the Ownergives normal plant care (regular watering). The Owner must report plantlosses within the guarantee period.
lawn
(3) Pardon Me Daylily
(5) Black Eyed Susan
(3) Autumn Joy Sedum
lawn
(1) Meyer Lilac
(5) Black Chokeberry
(3) Little Devil Ninebark
(3) McKay's White Potentilla
(4) Gro Low Fragrant Sumac
(2) Blue Chip Juniper
(1) Meyer Lilac
existing trees (dashed)
(2) Celebration Maple
(1) Little Lime Hydrangea
(1) Cleveland Select Pear
(1) Celebration Maple
(3) Arctic Fire Dogwood
(3) Dwarf Forsythia
(3) Blue Salvia
(1) Cleveland Select Pear
(4) Tor Birchleaf Spirea
lawn
TREESCelebration Maple Acer x freemanii 'Celzam' 2" Cal.Cleveland Select Pear Pyrus calleryana 'Cleveland Select' 2" Cal.
SHRUBSArtic Fire Dogwood Cornus sericea 'Artic Fire' 18" ht.Wine and Roses Weigela Weigela florida 'Alexandra' 18" ht.Black Chokeberry Aronia melanocarpa 18" ht.McKay's White Potentilla Potentilla fruticosa 'McKay's White' 18" ht.Gro Low Fragrant Sumac Rhus aromatica 'Gro Low' 18" ht.Neon Flash Spirea Spiraea japonica 'Neon Flash' 18" ht.Dwarf Forsythia Forsythia x intermedia 'Nimbus' 18" ht.Tor Birchleaf Spirea Spiraea betulifolia 'Tor' 18" ht.Little Devil Ninebark Physocarpus opulifolius 'Little Devil' 18" ht.Blue Chip Juniper Juniperus horizontalis 'Blue Chip' 18" ht.Little Lime Hydrangea Hydrangea paniculata 'Jane' 18" ht.Meyer Lilac Syringa meyeri 'Palabin' 18" ht.Dwarf Aberta Spruce Picea glauca 'Conica' 3' tallMock Orange Philadelphus virginiana 18" ht.
PERENNIALSKarl Foerster Feather Reed Grass Calamagrostis acutiflora x 'Karl Foerster' 1 gal.Pardon Me Daylily Hemerocallis 'Pardon Me' 1 gal.Palace Purple Coralbells Heuchera 'Palace Purple' 1 gal.Blue Salvia Salvia 'May Night' 1 gal.Dwarf Fountaingrass Pennisetum apolecuriodes 'Hameln'' 1 gal.Autumn Joy Sedum Sedum 'Autumn Joy' 1 gal.Moonbeam Coreopsis Coreopsis verticillata 'Moonbeam' 1 gal.
Note: Due to existing conditions and limited space between property line and building face (especially along Sigglekow Road), Owner requests Zoning Adminstrator consider frontage plantings in locations as shown.
LAN
DSC
APE
PLAN
(11"X17" SHT.)
(3) McKay's White Potentilla
(1) Cleveland Select Pear
(1) Gro Low Fragrant Sumac
(2) Dwarf Fountaingrass
(6) Black Chokeberry
(6) Red Dogwood
PLAN
SUB
MIT
TAL
08-0
2-19
(1) Little Devil Ninebark
(3) Autumn Joy Sedum
(2) McKay's White Potentilla
(3) Dwarf Fountaingrass
(2) Little Devil Ninebark
(3) Gro Low Fragrant Sumac
(1) Meyer Lilac
(4) Mock Orange
(3) Dwarf Fountaingrass
(4) Moonbeam Coreopsis
(3) Autumn Joy Sedum
(3) Karl Foerster Feather Reed Grass
(1) Meyer Lilac
(1) Meyer Lilac
(5) Karl Foerster Feather Reed Grass
(2) Autumn Joy Sedum
(3) Little Devil Ninebark
(6) Palace Purple Coralbells
(1) Dwarf Alberta Spruce
(2) Blue Chip Juniper
(2) Dwarf Fountaingrass
PLAN
SUB
MIT
TAL
09-1
2-19
SHEET
A1
Date:
Scale:
Job #:
As Noted
05-01
07-16-2019
Pro
ject
:
Shee
t T
itle
:
5210 S
iggel
kow
Road
Fir
st F
loor
Pla
n
Addre
ss:
Cit
y o
f M
adis
on
, W
I
C I A
once
pts
n rchit
ectu
re, L
LC
Jeff
ery
Gro
enie
r, A
rch
itec
tW
12
5 A
mid
on
Ro
adB
roo
kly
n, W
I 5
35
21
60
8-6
98
-31
96
This
docu
men
t co
nta
ins
confi
den
tial
or
pro
pri
etar
yin
form
atio
n o
f C
once
pts
in A
rchit
ectu
re,
LL
C.
N
eith
erth
is d
ocu
men
t nor
the
info
rmat
ion h
erin
is
to b
e re
pro
duce
d,
dis
trib
ute
d,
use
d,
or
dis
close
d w
ithout
auth
ori
zati
on.
Pro
pose
d f
or:
Addre
ss:
52
10
Sig
gel
ko
w R
oad
Fre
dri
c A
DeV
ille
rs
Mad
iso
n, W
I 5
37
18
60
8-2
20
-61
29
cial
lc@
ho
tmai
l.co
m
Scale = 1/4"=1'-0"
Existing First Floor Plan
Scale = 1/4"=1'-0"
30'-0"
56'-
0"
45'-0"10'-0"24'-0"
24'-
0"
15'-0"10'-0"24'-0"
Bedroom #2
Bedroom #3
Bedroom #4TV Room
Bathroom #2
Bedroom #1
Bat
hro
om
#1
Living RoomDiningKitchen
LaundryGarage
Existing Deck
DN
SHEET
A2
Date:
Scale:
Job #:
As Noted
05-01
09-09-2019
Pro
ject
:
Shee
t T
itle
:
52
10
Sig
gel
ko
w R
oad
New
Fir
st F
loo
r P
lan
Addre
ss:
Cit
y o
f M
adis
on,
WI
C I A
on
cep
ts
n rch
itec
ture
, L
LC
Jeff
ery G
roen
ier,
Arc
hit
ect
W125 A
mid
on R
oad
Bro
okly
n,
WI
53521
608-6
98-3
196
Th
is d
ocu
men
t co
nta
ins
con
fid
enti
al o
r p
rop
riet
ary
info
rmat
ion
of
Co
nce
pts
in
Arc
hit
ectu
re,
LL
C.
N
eith
erth
is d
ocu
men
t n
or
the
info
rmat
ion
her
in i
s to
be
rep
rod
uce
d,
dis
trib
ute
d,
use
d,
or
dis
clo
sed
wit
ho
ut
auth
ori
zati
on
.
Pro
pose
d f
or:
Addre
ss:
5210 S
iggel
kow
Road
Fre
dri
c A
DeV
ille
rs
Mad
ison,
WI
53718
608-2
20-6
129
cial
lc@
hotm
ail.
com
Scale = 3/16"=1'-0"
New First Floor Plan
Scale = 1/4"=1'-0"
30'-0"
45'-0"
Bedroom 1C
Bedroom 2C
Bedroom 3CTV Room
Bathroom #2
Living Room
Dining
Kitchen
12'-6"11'-9"12'-6"
36'-9"36'-9"
36'-3 1/2"10'-5 1/2"45'-0"
14'-
1 1
/2"
10'-
4 1
/2"
5'-
9 1
/2"
10
'-4
1/2
"5
'-9
1/2
"1
0'-
6 1
/2"
10'-0"25'-0"
15'-0"
57'-
0"
138'-6"
Deck
Living RoomLiving Room
DiningDining
Bedroom 1E
Bedroom 3E
Bedroom 5E Bedroom 6E
Bedroom 4E
Bedroom 2E
Office
Storage
Elev
LaundryLaundry
Deck
10'-0"36'-9"
57'-
0"
138'-6"
Deck
Pantry
Dn
Dn
HallHall
6'-
4"
2'-
0"
15
'-0
"
10
'-1"
10
'-1
"10'-
1"
6'-
8"
10'-
0"
2'-
0"
14'-
1 1
/2"
13'-
4 1
/2"
12'-6" 11'-9" 12'-6"
10'-
4 1
/2"
5'-
9 1
/2"
10
'-4
1/2
"5
'-9
1/2
"1
0'-
6 1
/2"
Bedroom 1W
Bedroom 3W
Bedroom 5WBedroom 6W
Bedroom 4W
Bedroom 2W
6'-
4"
15
'-0
"
10
'-1"
10
'-1
"10'-
1"
2'-
0"
6'-
8"
10'-
0"
10'-
1"
9'-6"
5'-1"
6'-
0"
SHEET
A3
Date:
Scale:
Job #:
As Noted
05-01
07-16-2019
Pro
ject
:
Shee
t T
itle
:
5210 S
iggel
kow
Road
Exis
ting L
ow
er L
evel
Pla
n
Addre
ss:
Cit
y o
f M
adis
on
, W
I
C I A
once
pts
n rchit
ectu
re, L
LC
Jeff
ery
Gro
enie
r, A
rch
itec
tW
12
5 A
mid
on
Ro
adB
roo
kly
n, W
I 5
35
21
60
8-6
98
-31
96
This
docu
men
t co
nta
ins
confi
den
tial
or
pro
pri
etar
yin
form
atio
n o
f C
once
pts
in A
rchit
ectu
re,
LL
C.
N
eith
erth
is d
ocu
men
t nor
the
info
rmat
ion h
erin
is
to b
e re
pro
duce
d,
dis
trib
ute
d,
use
d,
or
dis
close
d w
ithout
auth
ori
zati
on.
Pro
pose
d f
or:
Addre
ss:
52
10
Sig
gel
ko
w R
oad
Fre
dri
c A
DeV
ille
rs
Mad
iso
n, W
I 5
37
18
60
8-2
20
-61
29
cial
lc@
ho
tmai
l.co
m
Scale = 1/4"=1'-0"
Existing Lower Level Floor Plan
Scale = 1/4"=1'-0"
Bedroom Bedroom
Mech
Office
UnexecUnexec
Bedroom
Bath
56'-
0"
30'-0"
45'-0"
30'-
0"
Up
Up
Bath
Bath
Open Area
LaundryMech
Bedroom
Storage
SHEET
A4
Date:
Scale:
Job #:
As Noted
05-01
09-09-2019
Pro
ject
:
Shee
t T
itle
:
52
10
Sig
gel
ko
w R
oad
New
Lo
wer
Lev
el P
lan
Addre
ss:
Cit
y o
f M
adis
on,
WI
C I A
on
cep
ts
n rch
itec
ture
, L
LC
Jeff
ery G
roen
ier,
Arc
hit
ect
W125 A
mid
on R
oad
Bro
okly
n,
WI
53521
608-6
98-3
196
Th
is d
ocu
men
t co
nta
ins
con
fid
enti
al o
r p
rop
riet
ary
info
rmat
ion
of
Co
nce
pts
in
Arc
hit
ectu
re,
LL
C.
N
eith
erth
is d
ocu
men
t n
or
the
info
rmat
ion
her
in i
s to
be
rep
rod
uce
d,
dis
trib
ute
d,
use
d,
or
dis
clo
sed
wit
ho
ut
auth
ori
zati
on
.
Pro
pose
d f
or:
Addre
ss:
5210 S
iggel
kow
Road
Fre
dri
c A
DeV
ille
rs
Mad
ison,
WI
53718
608-2
20-6
129
cial
lc@
hotm
ail.
com
Scale = 1/4"=1'-0"
New Lower Level Floor Plan
Scale = 1/4"=1'-0"
30'-0"
46'-9"45'-0"46'-9"
57'-
0"
57'-
0"
36'-9"10'-0"25'-0"36'-9"
Elev
19
'-9
"
14'-
0"
14'-
0"
14'-
0"
12
'-0
"3
'-0
"
14'-
0"
18'-
0"
10
'-0
"1
5'-
0"
Bedroom Bedroom
Mech
Office Bedroom
Bath
Up
Bath
Bath
Open Area
LaundryMech
BedroomStorage
GarageGarage
Storage/crafts Storage/crafts
Covered Porch
Open
to A
bove
Open
to A
bove
Up
SHEET
A5
Date:
Scale:
Job #:
As Noted
05-01
07-16-2019
Pro
ject
:
Shee
t T
itle
:
5210 S
iggel
kow
Road
Exis
ting E
levat
ions
Addre
ss:
Cit
y o
f M
adis
on
, W
I
C I A
once
pts
n rchit
ectu
re, L
LC
Jeff
ery
Gro
enie
r, A
rch
itec
tW
12
5 A
mid
on
Ro
adB
roo
kly
n, W
I 5
35
21
60
8-6
98
-31
96
This
docu
men
t co
nta
ins
confi
den
tial
or
pro
pri
etar
yin
form
atio
n o
f C
once
pts
in A
rchit
ectu
re,
LL
C.
N
eith
erth
is d
ocu
men
t nor
the
info
rmat
ion h
erin
is
to b
e re
pro
duce
d,
dis
trib
ute
d,
use
d,
or
dis
close
d w
ithout
auth
ori
zati
on.
Pro
pose
d f
or:
Addre
ss:
52
10
Sig
gel
ko
w R
oad
Fre
dri
c A
DeV
ille
rs
Mad
iso
n, W
I 5
37
18
60
8-2
20
-61
29
cial
lc@
ho
tmai
l.co
m
12
4
12
4
12
4
12
4
Existing Rear Elevation
Scale = 3/16"=1'-0"
Existing Front Elevation
Scale = 3/16"=1'-0"
Existing vinyl siding (Gray)
Existing Vinyl windows (White)
Existing architectural shingles(dark gray)
SHEET
A6
Date:
Scale:
Job #:
As Noted
05-01
09-09-2019
Pro
ject
:
Shee
t T
itle
:
52
10
Sig
gel
ko
w R
oad
New
Ele
vat
ion
s
Addre
ss:
Cit
y o
f M
adis
on,
WI
C I A
on
cep
ts
n rch
itec
ture
, L
LC
Jeff
ery G
roen
ier,
Arc
hit
ect
W125 A
mid
on R
oad
Bro
okly
n,
WI
53521
608-6
98-3
196
Th
is d
ocu
men
t co
nta
ins
con
fid
enti
al o
r p
rop
riet
ary
info
rmat
ion
of
Co
nce
pts
in
Arc
hit
ectu
re,
LL
C.
N
eith
erth
is d
ocu
men
t n
or
the
info
rmat
ion
her
in i
s to
be
rep
rod
uce
d,
dis
trib
ute
d,
use
d,
or
dis
clo
sed
wit
ho
ut
auth
ori
zati
on
.
Pro
pose
d f
or:
Addre
ss:
5210 S
iggel
kow
Road
Fre
dri
c A
DeV
ille
rs
Mad
ison,
WI
53718
608-2
20-6
129
cial
lc@
hotm
ail.
com
12
5
12
5
12
4
New North Elevation
New West Elevations
Scale = 3/16"=1'-0"
12
4
12
512
4
New South Elevation
Scale = 3/16"=1'-0"
12
5
New East Elevations
Scale = 3/16"=1'-0"
New vinyl windowsto match existing.White
New vinyl siding tomatch existing, Gray
New Aluminum faciaand soffit to matchexisting, White
New architectural shinglesto match existing, Dark Gray
27
'-9
1/2
"
16
'-6"
SHEET
A7
Date:
Scale:
Job #:
As Noted
05-01
09-09-2019
Pro
ject
:
Shee
t T
itle
:
52
10
Sig
gel
ko
w R
oad
New
Ro
of
Pla
n
Addre
ss:
Cit
y o
f M
adis
on,
WI
C I A
on
cep
ts
n rch
itec
ture
, L
LC
Jeff
ery G
roen
ier,
Arc
hit
ect
W125 A
mid
on R
oad
Bro
okly
n,
WI
53521
608-6
98-3
196
Th
is d
ocu
men
t co
nta
ins
con
fid
enti
al o
r p
rop
riet
ary
info
rmat
ion
of
Co
nce
pts
in
Arc
hit
ectu
re,
LL
C.
N
eith
erth
is d
ocu
men
t n
or
the
info
rmat
ion
her
in i
s to
be
rep
rod
uce
d,
dis
trib
ute
d,
use
d,
or
dis
clo
sed
wit
ho
ut
auth
ori
zati
on
.
Pro
pose
d f
or:
Addre
ss:
5210 S
iggel
kow
Road
Fre
dri
c A
DeV
ille
rs
Mad
ison,
WI
53718
608-2
20-6
129
cial
lc@
hotm
ail.
com
Scale = 3/16"=1'-0"
New Roof Plan