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27584 G1-GENERAL
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FIL
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LAKE BUTTE DES MORTES DEVELOPEMENT (PHASE 2-6)
OSHKOSH, WISCONSIN
PROJECT INDEX:
OWNER:
RED EARTH LLC
1310 WEST WISCONSIN STREET
SPARTA, WI 54654
PH: 262.623.8348
PROJECT
ADDRESS / LOCATION:
SECTION 6 / TOWNSHIP 118N /
RANGE 16 E
WINNEBAGO TWP
OSHKOSH, WISCONSIN
PROJECT MANAGER:
EMAIL: KRIS.ROPPE@ISGINC.COM
RED EARTH LLC
ISG PROJECT # 22-27584
PHASE
2 THRU 6
B.M. ELEVATION=761.61
IRON BAR IN CURB EAST SIDE LAKE BUTTE
DES MORTES DRIVE APPROX. 140' NORTH
OLIVER AVE INTERSECTION
MANAGING OFFICE:
DIGGERS HOTLINE
Dial or (800)242-8511
www.DiggersHotline.com
SPECIFICATIONS REFERENCE
ALL CONSTRUCTION SHALL COMPLY WITH THE CITY OF
OSHKOSH STANDARD SPECIFICATIONS, CURRENT EDITION,
WISDOT STANDARD SPECIFICATIONS, 2023 EDITION, WISDOT
CONSTRUCTION AND MATERIALS MANUAL, CURRENT EDITION,
WISCONSIN DEPARTMENT OF SAFETY AND PROFESSIONAL
SERVICES STATE PLUMBING CODE, CURRENT EDITION, AND
STANDARD SPECIFICATION FOR SEWER & WATER
CONSTRUCTION IN WISCONSIN, 6th EDITION, UNLESS DIRECTED
OTHERWISE.
PROJECT DATUM
HORIZONTAL COORDINATES HAVE BEEN REFERENCED TO THE
NORTH AMERICAN DATUM OF 1983 (NAD83), 2011 ADJUSTMENT
(NAD83(2011)) ON THE WINNEBAGO COUNTY COORDINATE
SYSTEM, IN U.S. SURVEY FEET.
PROJECT GENERAL NOTES
TOPOGRAPHIC SURVEY
THIS PROJECT'S TOPOGRAPHIC SURVEY CONSISTS
OF DATA COLLECTED IN SEPTEMBER 2022 BY ISG.
LEGEND
EXISTING
CITY LIMITS
ACCESS CONTROL
SECTION LINE
QUARTER SECTION LINE
RIGHT OF WAY LINE
PROPERTY / LOTLINE
EASEMENT LINE
CULVERT
WATER EDGEW
WET WETLAND BOUNDARY
WETLAND / MARSH
WATER
FENCE LINEXXXX
UT
STORM SEWER
SANITARY SEWER>
SANITARY SEWER FORCEMAIN<II
CONTOUR (MAJOR)
I
UNDERGROUND TELEPHONE
OVERHEAD ELECTRICOE
UNDERGROUND ELECTRICUE
UNDERGROUND TVUTV
GASG
FBO UNDERGROUND FIBER OPTIC
CONTOUR (MINOR)
DECIDUOUS TREE
CONIFEROUS TREE
TREE LINE
MANHOLE/STRUCTURE
CATCH BASIN
HYDRANT
CURB STOP
VALVE
UTILITY PEDESTAL / CABINET
POWER POLE
990
989
PROPOSED
CULVERT
STORM SEWER
SANITARY SEWER>
WATERII
OVERHEAD ELECTRICOE
UNDERGROUND ELECTRICUE
UNDERGROUND TVUTV
GASG
CONTOUR
MANHOLE (STORM, SANITARY)
CATCH BASIN
HYDRANT
VALVE
EASEMENT
RIGHT OF WAY
>>
>>
>>
>>
STORM SEWER (PIPE WIDTH)
1015
LOT LINE
SANITARY SEWER (PIPE WIDTH)
OVERHEAD UTILITYOHL
UNDERGROUND UTILITY UTL
0
SCALE IN FEET
1000 2000
ABBREVIATIONS:
LOCATION MAP
N
S
W E
AC ACRE
ADA AMERICANS WITH DISABILITIES ACT
ADD ADDENDUM
AFF ABOVE FINISHED FLOOR
AGG AGGREGATE
APPROXAPPROXIMATE
ARCH ARCHITECT, ARCHITECTURAL
BFE BASEMENT FLOOR ELEVATION
BIT BITUMINOUS
CAD COMPUTER-AIDED DESIGN
CB CATCH BASIN
CFS CUBIC FEET PER SECOND
CF CUBIC FOOT
CI CAST IRON
CIP CAST IRON PIPE
CIPC CAST IN PLACE CONCRETE
CJ CONTROL JOINT
CL CENTERLINE
CMP CORRUGATED METAL PIPE
CO CLEANOUT
CONC CONCRETE
CONST CONSTRUCTION
CONT CONTINUOUS
CY CUBIC YARD
C&G CURB AND GUTTER
DEMO DEMOLITION
DIA DIAMETER
DIM DIMENSION
DS DOWNSPOUT
EA EACH
ELEC ELECTRICAL
ELEV ELEVATION
EOF EMERGENCY OVERFLOWEQEQUAL
EX EXISTING
FDC FIRE DEPARTMENT CONNECTION
FDN FOUNDATION
FES FLARED END SECTION
FFE FINISHED FLOOR ELEVATION
FPM FEET PER MINUTE
FPS FEET PER SECOND
FT FOOT, FEET
FTG FOOTING
GA GAUGE
GAL GALLON
GALV GALVANIZED
GC GENERAL CONTRACTOR
GFE GARAGE FLOOR ELEVATION
GL GUTTER LINE
GPM GALLONS PER MINUTE
GV GATE VALVE
HDPE HIGH DENSITY POLYETHYLENE
HD HEAVY DUTY
HH HANDHOLE
HORIZ HORIZONTAL
HR HOUR
HWL HIGH WATER LEVEL
HWY HIGHWAY
HYD HYDRANT
I INVERT
ID INSIDE DIAMETER
IN INCH
INV INVERT
IP IRON PIPE
IPS IRON PIPE SIZE
J-BOX JUNCTION BOX
JT JOINT
LF LINEAR FEET
LIN LINEAR
LPS LOW PRESSURE STEAM
LS LUMP SUM
LSO LOWEST STRUCTURAL OPENING
MAX MAXIMUM
MB MAIL BOX
MECH MECHANICAL
MH MANHOLE
MIN MINIMUM
MISC MISCELLANEOUS
NO NUMBER
NTS NOT TO SCALE
NWL NORMAL WATER LEVEL
OC ON CENTER
OCEW ON CENTER EACH WAY
OH OVERHEAD
OHD OVERHEAD DOOR
OZ OUNCE
PED PEDESTAL, PEDESTRIAN
PERF PERFORATED
PL PROPERTY LINE
PP POLYPROPYLENE
PSI POUNDS PER SQUARE INCH
PVC POLYVINYL CHLORIDE
PVMT PAVEMENT QTY QUANTITY
R RIM
RAD RADIUS
RCP REINFORCED CONCRETE PIPE
RD ROOF DRAIN
REBAR REINFORCING BAR
REM REMOVE
ROW RIGHT OF WAY
R/W RIGHT OF WAY
SAN SANITARY
SCH SCHEDULE
SF SQUARE FOOT
SPEC SPECIFICATION
SQ SQUARE
STA STATION
SY SQUARE YARD
T/C TOP OF CURB
TEL TELEPHONE
TEMP TEMPORARY
THRU THROUGH
TNFH TOP NUT OF FIRE HYDRANT
TRANS TRANSFORMER
TV TELEVISION
T/W TOP OF WALL
TYP TYPICAL
UT UTILITY, UNDERGROUNDTELEPHONEVCPVITRIFIED CLAY PIPE
W/O WITHOUT W/WITH
YD YARD
YR YEAR
1.ALL WORK SHALL CONFORM TO THE CONTRACT
DOCUMENTS, WHICH INCLUDE, BUT ARE NOT LIMITED TO,
THE OWNER - CONTRACTOR AGREEMENT, THE PROJECT
MANUAL (WHICH INCLUDES GENERAL SUPPLEMENTARY
CONDITIONS AND SPECIFICATIONS), DRAWINGS OF ALL
DISCIPLINES AND ALL ADDENDA, MODIFICATIONS, AND
CLARIFICATIONS ISSUED BY ARCHITECT/ENGINEER.
2.CONTRACT DOCUMENTS SHALL BE ISSUED TO ALL
SUBCONTRACTORS BY THE GENERAL CONTRACTOR IN
COMPLETE SETS IN ORDER TO ACHIEVE THE FULL EXTENT
AND COMPLETE COORDINATION OF ALL WORK.
3.WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED
DIMENSIONS. NOTIFY ARCHITECT/ENGINEER OF ANY
DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION
OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK.
4.FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS.
NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR
CONDITIONS REQUIRING INFORMATION OR CLARIFICATION
BEFORE PROCEEDING WITH THE WORK.
5.DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF THE
PROFILES AND TYPE OF DETAILING REQUIRED
THROUGHOUT THE WORK. DETAILS NOT SHOWN ARE
SIMILAR IN CHARACTER TO DETAILS SHOWN. WHERE
SPECIFIC DIMENSIONS, DETAILS, OR DESIGN INTENT
CANNOT BE DETERMINED, NOTIFY ARCHITECT/ENGINEER
BEFORE PROCEEDING WITH THE WORK.
6.ALL MANUFACTURED ARTICLES, MATERIALS, AND
EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED,
ERECTED, CLEANED, AND CONDITIONED ACCORDING TO
MANUFACTURERS' INSTRUCTIONS. IN CASE OF
DISCREPANCIES BETWEEN MANUFACTURERS'
INSTRUCTIONS AND THE CONTRACT DOCUMENTS, NOTIFY
ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE
WORK.
7.ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED
FROM EACH OTHER TO AVOID GALVANIC CORROSION.
8.THE LOCATION AND TYPE OF ALL EXISTING UTILITIES
SHOWN ON THE PLANS ARE FOR GENERAL INFORMATION
ONLY AND ARE ACCURATE AND COMPLETE TO THE BEST OF
THE KNOWLEDGE OF I & S GROUP, INC. (ISG). NO
WARRANTY OR GUARANTEE IS IMPLIED. THE CONTRACTOR
SHALL VERIFY THE SIZES, LOCATIONS, AND ELEVATIONS OF
ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF
ANY DISCREPANCIES OR VARIATIONS FROM PLAN.
9.THE CONTRACTOR IS TO CONTACT "DIGGERS HOTLINE" FOR
UTILITY LOCATIONS A MINIMUM OF 3 BUSINESS DAYS PRIOR
TO ANY EXCAVATION / CONSTRUCTION (811 OR
1-800-242-8511).
-
01/22/2024
22-27584
G1-10 TITLE SHEET AND GENERAL INFORMATION
---- ---- G1-10
G1-10
SIP SUBMITTAL PLAN SET
OSHKOSH WISCONSIN
201 MAIN STREET
SUITE 1020
LA CROSSE, WI 54601
PHONE: 608.789.2034
LA CROSSE OFFICE
TITLE SHEET AND
GENERAL
INFORMATION
LMM /JRS
LMM / JRS
KBR / JRS
LAKE BUTTE DES
MORTS
DEVELOPEMENT
(PHASE 2-6)
RED EARTH LLC
PHASE 1
CIVIL SHEET INDEX
Sheet Number Sheet Title
G1-10 TITLE SHEET AND GENERAL INFORMATION
G1-20 OVERALL SITE PHASING PLAN
C0-20 - C0-29 TYPICAL STREET SECTION AND DETAILS
C0-30 - C0-31 UTILITY SCHEDULES
C1-10 - C1-40 EROSION CONTROL NOTES AND PLANS
C2-10 EXISTING SITE AND REMOVAL PLAN (OVERALL)
C3-10 -C3-15 SITE PLAN PLANS
C3-20 - C3-25 SITE UTILITY PLAN (OVERALL)
C3-30 HYDRANT COVERAGE PLAN
C3-40 - C3-44 PLANNED STREET AND UTILITY CONSTRUCTION
C3-50 - C3-53 UTILITY PROFILES
C4-10 - C4-24 OVERALL GRADING PLAN (PHASE 2-6)
C5-10 -C5-15 SITE RESTORATION PLAN
C5-20 -C5-25BPLANTING PLANS
C5-30 PLANTING DETAILS AND NOTES
E6-10 - E6-16 SITE PHOTOMETRIC PLANS
75
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POOL DECK
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40 UNIT BUILDING
32 UNDERGROUND STALLS4 STORY
40 UNIT BUILDING32 UNDERGROUND STALLS
4 STORY
4X
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BLAIR BOULEVARD
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82 UNIT BUILDING
78 UNDERGROUND STALLS
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BASIN A
BASIN C
BASIN B
BASIN D
BASIN E
LAKE BUTTE DE
S
M
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D
R
27584 G1-PHASING
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FIL
E
L
O
C
A
T
I
O
N
:
S:\
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G1-20
-
01/22/2024
22-27584
G1-20 OVERALL SITE PHASING PLAN
---- ---- G1-20
OSHKOSH WISCONSIN
OVERALL SITE
PHASING PLAN
0
SCALE IN FEET
80 160
LMM /JRS
LMM / JRS
KBR / JRS
LAKE BUTTE DES
MORTS
DEVELOPEMENT
(PHASE 2-6)
RED EARTH LLC
PHASE ONE
PHASE TWO
PHASE THREE PHASE FOUR
PHASE FIVE
PHASE SIX
PROPOSED PROPER
T
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P
SITE SUMMARY
PHASE 2-6 ROW PHASE 2 PHASE 3 PHASE 4 PHASE 5 PHASE 6
SITE/LOT AREA:95,454 SF (2.2 AC)522,320 SF (12.0 AC)790,152 SF (18.1 AC)359,652 SF (8.3 AC)787,907 SF (18.1 AC)396,057 SF (9.1 AC)
BUILDING AREA:0 SF (0.0 AC)31,245 SF (0.7 AC)31,245 SF (0.7 AC)40,271 SF (0.9 AC)52,685 SF (1.2 AC)31,245 SF (0.7 AC)
PROPOSED IMPERVIOUS:73,796 SF (1.7 AC)44,536 SF (1.0 AC)44,573 SF (1.0 AC)70,420 SF (1.6 AC)74,497 SF (1.7 AC)49,515 SF (1.1 AC)